Suspended grouting bridge fabrication machine capable of assisting in construction and using method of suspended grouting bridge fabrication machine

Abstract

The invention provides a suspension grouting bridge fabrication machine capable of assisting construction and a using method, and belongs to the technical field of engineering machinery. Comprising a main beam, a suspension grouting bridge fabrication machine body, a mold module and a longitudinal vibration module, the suspension grouting bridge fabrication machine body is arranged on the surface of the main beam, the mold module is arranged on the inner wall of the suspension grouting bridge fabrication machine body, and the longitudinal vibration module is arranged on the outer wall of the main beam. By arranging the longitudinal vibrating module and the transverse vibrating module, when the device needs to vibrate poured concrete, workers do not need to participate, through direct vibrating of machinery equipment, the labor force of the workers can be liberated to a certain degree, the working intensity of the workers is reduced, and physical output of the workers is reduced as much as possible; the vibration time can be controlled more accurately through the participation of the machine in the whole process during vibration, the over-vibration phenomenon can be reduced to a certain degree, the multiple devices used for vibration are arranged on a single row of the machine and can conduct vibration in rows, and therefore the phenomenon of vibration missing is reduced to a certain degree.

Description

Technical Field

[0001] The present invention relates to the technical field of construction machinery, and particularly relates to a cantilever bridge-building machine capable of assisting construction and a using method thereof. Background Art

[0002] A cantilever bridge-building machine is a special equipment for bridge construction, mainly used for the construction of prestressed concrete continuous beams or continuous rigid frame bridges by the cantilever casting method. The application of the cantilever bridge-building machine not only improves the efficiency and quality of bridge construction, but also promotes the intelligent development of bridge construction technology.

[0003] Although the existing cantilever bridge-building machines can already improve work efficiency, basically ensure construction safety and well adapt to the bridge deck span, there are still certain drawbacks: First, when pouring concrete, the existing cantilever bridge-building machines still require workers to hold vibrating rods to vibrate the concrete in the formwork on the cantilever bridge-building machine. The long-term construction consumes a large amount of physical strength of workers. Secondly, manual vibration mainly relies on the vibration experience accumulated by workers for a long time, which is prone to vibration omission and over-vibration, and it is extremely easy to find pitted surfaces on the bridge body after demoulding, affecting the project quality; Second, after the formwork of the existing cantilever bridge-building machine is supported, it may run the formwork during concrete pouring due to unreliable connection between the molds or unstable fixed support. After the formwork runs, if it is not discovered and remedial measures are not taken in time, it is extremely easy for the concrete to flow away quickly and needs to be re-poured, which undoubtedly requires a large amount of additional labor costs and equipment material costs; Third, when the existing cantilever bridge-building machine needs to move forward, it is necessary to manually measure the strength of the concrete to judge whether the concrete strength meets the standard. The measurement of a complete project will increase the work intensity of the concrete strength measurement personnel. And when manually measuring the concrete strength with a rebound instrument, it is necessary to directly enter the newly poured concrete area. When the concrete has not yet set, the surface of the concrete is relatively soft, and direct entry by workers will cause footprints to be directly imprinted on the newly poured concrete area, reducing the surface aesthetic degree of the newly poured concrete area. Summary of the Invention

[0004] The technical problem to be solved by the present invention is to provide a suspended grouting bridge-building machine and a method of use that can assist in construction, so as to solve the problems that most of the existing suspended grouting bridge-building machines still use manual vibration to vibrate the poured concrete, which consumes a lot of physical strength and is too dependent on the experience of workers, and is prone to missed vibration and over-vibration; the existing suspended grouting bridge-building machines are prone to mold running during pouring, which easily causes the poured concrete to lose quickly and requires re-pouring, which easily costs a lot of labor costs and equipment and material costs; most of the existing suspended grouting bridge-building machines require manual use of a rebound tester to measure the strength of the concrete, and the measurement of one engineering section is likely to increase the workload of the concrete strength tester; and when the concrete is manually measured with a rebound tester into the newly poured concrete area, it is very easy to leave human shoe prints before the concrete is finally set, resulting in a decrease in the surface aesthetics of the newly poured concrete area.

[0005] In order to solve the above technical problems, the present invention provides the following technical solutions:

[0006] A suspended grouting bridge-building machine capable of assisting construction and a method of using the machine, comprising a main beam, a suspended grouting bridge-building machine body is arranged on the surface of the main beam, a mold module is arranged on the inner wall of the suspended grouting bridge-building machine body, a longitudinal vibration module is arranged on the outer wall of the main beam, a transverse vibration module is arranged on the inner wall of the main beam, a balance warning module is arranged on the top and bottom of the mold module, and a strength measurement module is arranged on the bottom of the transverse vibration module;

[0007] The balance warning module includes a balance warning host, and the top of the balance warning host is provided with a balance pipe, a warning speaker and a warning host signaler in order from top to bottom; a balance pipe threaded hole is provided at one end of the balance pipe, and a balance pipe threaded bolt is threadedly connected to the inner wall of the balance pipe threaded hole, and a warning trigger is fixedly connected to one end of the balance pipe threaded bolt, and a trigger spring base and a warning trigger button are provided in order from left to right on the front of the warning trigger, a trigger spring hole is provided at one end of the trigger spring base, and a trigger spring is fixedly connected to the inner wall of the trigger spring hole, and a warning trigger plate is fixedly connected to one end of the trigger spring;

[0008] One end of the early warning trigger plate is fixedly connected to a early warning trigger rod, the other end of the balance pipe threaded bolt is provided with a data cable groove, the inner wall of the data cable groove is installed with a data cable, and the balance pipe threaded bolt is installed with a balance early warning host through the data cable, the front of the balance early warning host is fixedly connected to a bar battery compartment, the inner wall of the bar battery compartment is installed with a bar battery, one side of the bar battery is fixedly connected to a pulling hand, and both sides of the balance early warning host are fixedly connected with early warning host connecting threaded plates, and the early warning host connecting threaded plates are threadedly connected to the mold module through the early warning host connecting bolts.

[0009] Optionally, the mold module includes an outer mold. Reinforcing skeletons are fixedly connected to both sides of the outer mold. A reinforcing rib and a longitudinal rib are fixedly connected to one side of the reinforcing skeleton in sequence from top to bottom. An outer mold I-beam is fixedly connected to the bottom of the longitudinal rib. An outer mold hydraulic jack is installed at the bottom of the outer mold I-beam. A clamping groove base is fixedly connected to the bottom of the outer mold hydraulic jack.

[0010] Optionally, an inner mold is installed on the inner wall of the outer mold. A C-shaped skeleton is fixedly connected to the inner wall of the inner mold. An inner mold hydraulic jack is installed at the bottom of the C-shaped skeleton. An inner mold I-beam is installed at the bottom of the inner mold hydraulic jack. A suspension cable is provided at the top of the inner mold I-beam. The cantilever bridge building machine main body is installed on the inner mold I-beam through the suspension cable. The outer mold is threadedly connected with a baffle through a baffle bolt.

[0011] Optionally, the longitudinal vibration module includes a longitudinal slide rail. A longitudinal tram is installed on the inner wall of the longitudinal slide rail. A longitudinal tram signaler is provided on one side of the longitudinal tram. The bottom of the longitudinal tram is threadedly connected with a longitudinal tram circular base through a longitudinal tram bolt. A connecting column is fixedly connected to the bottom of the longitudinal tram circular base. A strip plate is fixedly connected to the bottom of the connecting column. A longitudinal hydraulic machine is threadedly connected to the bottom of the strip plate through a longitudinal hydraulic machine bolt. A longitudinal hydraulic machine signaler is provided on one side of the longitudinal hydraulic machine. One end of the longitudinal hydraulic machine signaler is threadedly connected with a longitudinal hydraulic machine threaded adapter ring.

[0012] Optionally, a longitudinal vibration motor is fixedly connected to the bottom of the longitudinal hydraulic machine threaded adapter ring. A longitudinal vibration motor signaler is fixedly connected to the right side surface of the longitudinal vibration motor. A longitudinal vibration rod is provided at the bottom of the longitudinal vibration motor. A longitudinal vibration rod circular plate is fixedly connected to the bottom of the longitudinal vibration rod. A longitudinal vibration rod compression spring is fixedly connected to the bottom of the longitudinal vibration rod circular plate. A longitudinal vibration rod trigger rod disc is fixedly connected to the bottom of the longitudinal vibration rod compression spring. A longitudinal vibration rod trigger rod is fixedly connected to the surface of the longitudinal vibration rod trigger rod disc. A longitudinal vibration timer is provided on the left side surface of the longitudinal vibration motor.

[0013] Optionally, the transverse vibration module includes a transverse slide rail. A transverse tram is installed on the inner wall of the transverse slide rail. A transverse tram signaler is provided on the front of the transverse tram. The transverse tram is threadedly connected with a transverse tram connecting plate through a transverse tram bolt. A transverse long rectangular tube is fixedly connected to the inner side of the transverse tram connecting plate. A strength measurement module base is fixedly connected to the front of the transverse long rectangular tube. A transverse hydraulic machine is threadedly connected to the bottom of the transverse long rectangular tube through a transverse hydraulic machine bolt. A transverse hydraulic machine signaler is provided on one side of the transverse hydraulic machine. One end of the transverse hydraulic machine is threadedly connected with a transverse hydraulic machine threaded adapter ring.

[0014] Optionally, a transverse vibration motor is fixedly connected to the bottom of the transverse hydraulic press thread adapter ring. A transverse vibration motor signaler is provided on the right side surface of the transverse vibration motor. A transverse vibration rod is provided at the bottom of the transverse vibration motor. A transverse vibration rod circular disc is fixedly connected to the bottom of the transverse vibration rod. A transverse vibration rod compression spring is fixedly connected to the bottom of the transverse vibration rod circular disc. A transverse vibration rod trigger rod disc is fixedly connected to the bottom of the transverse vibration rod compression spring. A transverse vibration rod trigger rod is fixedly connected to the surface of the transverse vibration rod trigger rod disc. A transverse vibration timer is provided on the left side surface of the transverse vibration motor.

[0015] Optionally, the strength measurement module includes a strength measurement hydraulic press. The strength measurement hydraulic press is threadedly connected to a transverse vibration module through a strength measurement hydraulic press bolt. A strength measurement hydraulic press signaler is provided on the front surface of the strength measurement hydraulic press. One end of the strength measurement hydraulic press is threadedly connected to a strength measurement hydraulic press thread adapter ring. A connecting cylinder is fixedly connected to the bottom of the strength measurement hydraulic press thread adapter ring. The connecting cylinder is threadedly connected to a cylinder adapter ring through a connecting cylinder bolt. A strip plate is fixedly connected to the surface of the cylinder adapter ring.

[0016] Optionally, a chute is provided on one side of the strip plate. A sliding tenon is slidably connected to the inner wall of the chute. The sliding tenon is threadedly connected to the strip plate through a sliding tenon bolt. A video recorder is provided at the bottom of the sliding tenon. A power-on button, a power-off button, and a video recorder signaler are sequentially provided from top to bottom on one side of the video recorder. An SD card slot is provided on the front surface of the video recorder. An SD card is installed in the inner wall of the SD card slot. A video recorder battery compartment is fixedly connected to the front surface of the video recorder. A cylindrical battery is installed in the inner wall of the video recorder battery compartment. A strength rebound instrument is fixedly connected to the bottom of the connecting cylinder. A rebound data display bar is fixedly connected to the surface of the strength rebound instrument.

[0017] A cantilever bridge-building machine capable of assisting construction and a usage method thereof include the following steps:

[0018] Step 1: Use a tower crane or a vehicle-mounted crane to lift all the modular components of the mold module onto the already constructed bridge deck. Then, manually check whether all the components of the mold module are complete. After counting the quantity of each modular component, use a tower crane or other lifting equipment to first lift the outer mold onto the main body of the cantilever bridge-building machine. Then, once again use a tower crane or other lifting equipment to weld the reinforcement skeleton to both sides of the outer mold. At the same time, also use welding to weld the stiffeners and longitudinal bars to the reinforcement skeleton. After welding is completed, the workers then use welding to assemble the outer mold hydraulic jack and the card slot base together. Then, place the assembled outer mold hydraulic jack against the outer mold I-beam and make the card slot base also tightly press against the main body of the cantilever bridge-building machine. Use the outer mold hydraulic jack to lift the outer mold I-beam to the bottom of the longitudinal bar. At the same time, also use welding to fix the outer mold I-beam and the longitudinal bar together. Finally, once again use the outer mold hydraulic jack to lift so that the assembled outer mold is lifted to the ideal height position.

[0019] Then, once again use a tower crane or other lifting equipment to lift the inner mold into the outer mold. At the same time, lift the C-shaped skeleton into the inner mold and use welding to fix the C-shaped skeleton and the inner mold together. Then, install the baffle on the front of the outer mold. Then, also lift the inner mold I-beam into the inner mold by means of lifting. At the same time, assemble the suspension cable to the inner mold I-beam and assemble the other end of the suspension cable to the main body of the cantilever bridge-building machine so that the inner mold I-beam is suspended under the traction of the suspension cable. Then, install the inner mold hydraulic jack on the inner mold I-beam. Finally, use the inner mold hydraulic jack to lift so that the assembled inner mold is lifted to the ideal height inside the outer mold, completing the assembly and use of the mold module and waiting for the subsequent construction steps to proceed.

[0020] Step 2: After waiting for the steel bar binding to be completed and the steel bar acceptance to be completed, it is necessary to start the concrete pouring work. Before starting the vertical pouring, the workers need to first use a tower crane or other equipment to lift the modular components of the longitudinal vibration module onto the already poured and formed bridge deck. After manually counting the quantity, lift the longitudinal slide rail to the main beam and weld it to the main beam by means of welding. Then, assemble the longitudinal trolley signal device to one side of the longitudinal trolley on the bridge deck. Weld the connecting column between the circular base and the strip plate of the longitudinal trolley by means of welding. Assemble the welded circular base of the longitudinal trolley to the bottom of the longitudinal trolley through the longitudinal trolley bolt. Then, install the longitudinal hydraulic machine signal device on the longitudinal hydraulic machine. Assemble the assembled longitudinal hydraulic machine to the bottom of the strip plate through the longitudinal hydraulic machine bolt. Then, weld the longitudinal hydraulic machine thread adapter ring to the top of the longitudinal vibration motor by means of welding.

[0021] Assemble the vertical vibrating rod and the vertical vibrating motor together, then assemble the vertical vibrating motor signaler and the vertical vibrating timer onto the vertical vibrating motor. Then weld the vertical vibrating rod circular plate to the vertical vibrating rod. Then weld the vertical vibrating rod compression spring between the vertical vibrating rod circular plate and the vertical vibrating rod trigger rod disc. Finally, weld the vertical vibrating rod trigger rod to the surface of the vertical vibrating rod trigger rod disc. Screw the assembled vertical hydraulic press thread adapter ring onto the vertical hydraulic press. When the concrete pouring starts, the operator releases a remote control command to the vertical trolley signaler to make the vertical trolley move within the vertical slide rail. After moving to the ideal position, the operator releases a pause command to stop the vertical trolley, and at the same time releases an operation command to the vertical hydraulic press signaler and the vertical vibrating motor signaler;

[0022] After the vertical hydraulic press signaler and the vertical vibrating motor signaler receive the command, the vertical hydraulic press will drive the vertical vibrating motor to move downward, and the vertical vibrating motor signaler will start the vertical vibrating motor, thereby driving the vertical vibrating rod to start vibrating work. When the vertical vibrating rod enters the concrete, the vertical vibrating rod trigger rod disc will receive the vertical extrusion of the concrete, causing the vertical vibrating rod compression spring to compress, so that the vertical vibrating rod trigger rod can lift upward, enabling the vertical vibrating rod trigger rod to top the vertical vibrating timer and trigger the vertical vibrating timer to start timing work. When the timing is completed, the vertical vibrating timer will release a stop signal to the operator. After receiving the signal, the operator releases a pause signal to the vertical vibrating motor signaler and a lift signal to the vertical hydraulic press signaler, thus preventing the phenomenon of over-vibration;

[0023] Step 3: When pouring concrete, when assembling the vertical vibrating module, it is also necessary to use lifting equipment such as tower cranes to lift the module components of the horizontal vibrating module to the already poured and formed bridge deck. After manually counting the number, lift the horizontal slide rail to the inner side of the main beam and weld it to the inner side of the main beam by welding. Then pick up the horizontal trolley signaler and assemble it onto the horizontal trolley. Then weld the horizontal long strip square tube to the horizontal trolley connecting plate by welding. Install the welded horizontal trolley connecting plate onto the horizontal trolley through the horizontal trolley bolt. Weld the strength measurement module base to the front of the horizontal long strip square tube in the same way by welding. Then assemble the horizontal hydraulic press signaler onto the horizontal hydraulic press, and install the assembled horizontal hydraulic press onto the bottom of the horizontal long strip square tube through the horizontal hydraulic press bolt;

[0024] The horizontal vibration motor and the horizontal hydraulic machine thread adapter ring are welded together by welding. Then, the horizontal vibration motor signaler and the horizontal vibration timer are respectively assembled on the right side and the left side of the surface of the horizontal vibration motor. The horizontal vibration rod is assembled at the bottom of the horizontal vibration motor. Then, the circular disk of the horizontal vibration rod is welded to the bottom of the horizontal vibration rod. The horizontal vibration rod compression spring is welded between the circular disk of the horizontal vibration rod and the trigger rod disk of the horizontal vibration rod. Finally, the trigger rod of the horizontal vibration rod is welded to the left side of the surface of the trigger rod disk of the horizontal vibration rod. Finally, the assembled horizontal hydraulic machine thread adapter ring is screwed onto the horizontal hydraulic machine. When pouring the middle section of the concrete on the plate surface, it is necessary to vibrate the poured concrete. At this time, the staff releases a start signal to the horizontal tram signaler, so that the horizontal tram moves in the horizontal slide rail. After moving to the ideal position, the staff releases a stop signal to make the horizontal tram stop moving;

[0025] At the same time, the staff releases a working signal to the horizontal hydraulic machine signaler and the horizontal vibration motor signaler, so that the horizontal hydraulic machine drives the working horizontal vibration motor to move downward until the horizontal vibration rod penetrates into the concrete. The vertical pressure of the concrete will cause the trigger rod disk of the horizontal vibration rod to move towards the circular disk of the horizontal vibration rod, so that the horizontal vibration rod compression spring is compressed. At the same time, the trigger rod of the horizontal vibration rod will also move towards the horizontal vibration timer. After the trigger rod of the horizontal vibration rod touches the horizontal vibration timer, the horizontal vibration timer starts timing. After the timing is completed, the horizontal vibration timer will release a stop signal to the staff. After receiving the stop signal, the staff will release a stop signal to the horizontal vibration motor signaler to make the horizontal vibration motor stop working. At the same time, an upward movement signal is released to the horizontal hydraulic machine signaler to make the horizontal hydraulic machine move upward, driving the horizontal vibration motor to move upward to prevent over-vibration;

[0026] Step 4: During the concrete pouring, the baffle on the mold module may be not firmly reinforced, resulting in the occurrence of the formwork displacement phenomenon when the baffle is extruded by the concrete. The occurrence of the formwork displacement phenomenon will cause the rapid loss of the concrete. Therefore, when the baffle is assembled on the front of the outer mold of the mold module, the relevant components of the balance warning module are also lifted to the formed bridge surface by using lifting equipment such as a tower crane. After manually counting the quantity, the assembly can be carried out. The balance pipe, the warning horn and the warning host signaler are first assembled on the balance warning host. The warning trigger is welded on the balance pipe thread bolt. The trigger spring base is welded to the warning trigger by welding. The warning trigger button is integrally connected with the warning trigger. The trigger spring is welded between the warning trigger plate and the trigger spring base by welding. The warning trigger rod is welded on the warning trigger plate;

[0027] First, screw the assembled balance pipe threaded bolt into the balance pipe threaded hole at one end of the balance pipe, and then inject liquid into the balance pipe. After waiting for the liquid injection to be completed, screw the assembled balance pipe threaded bolt into the balance pipe threaded hole at the other end of the balance pipe for sealing. Then insert the data line between the balance pipe threaded bolt and the data line slot of the balance warning host to achieve data intercommunication. The bar battery compartment and the balance warning host are integrally formed, and the puller and the bar battery are integrally connected. Insert the bar battery into the bar battery compartment. Finally, weld the warning host connection threaded plate to both sides of the balance warning host, and use the warning host connection bolts to install it on the baffle of the mold module. When the baffle runs out of the mold, the balance warning host on the baffle will also tilt accordingly, causing the liquid in the balance pipe to tilt toward one end of the balance pipe.

[0028] The early warning trigger plate is squeezed and the trigger spring is compressed, so that the early warning trigger rod moves toward the early warning trigger button of the early warning trigger until the early warning trigger rod presses against the early warning trigger button, so that the early warning trigger triggers the alarm. The triggered alarm signal is transmitted to the balance early warning host through the data line. The balance early warning host will sound an alarm through the early warning speaker to prompt that the concrete pouring should be stopped. At the same time, the early warning host signal device will release an immediate stop construction signal to the staff to stop the longitudinal vibration module and the transverse vibration module, so as to minimize the loss of concrete pouring caused by the running mold;

[0029] Step 5. After the concrete pouring is completed, the concrete will form a final setting after a period of solidification and curing, and the strength of the concrete will also increase day by day. After the concrete strength reaches an appropriate value, the demoulding and forward working procedures can be arranged. When the main beam and the main body of the suspended grouting bridge-building machine need to continue to work forward, the main beam and the main body of the suspended grouting bridge-building machine often need to be moved to the newly poured concrete bridge deck. Whether the concrete strength of the newly poured concrete bridge deck can bear the use of the main beam and the main body of the suspended grouting bridge-building machine needs to be inspected and accepted through the strength measurement of the concrete. When using the strength measurement module to measure the concrete strength, the assembled horizontal hydraulic press of the horizontal vibration module needs to be unloaded from the horizontal long square tube, and then the relevant components of the strength measurement module are hoisted to the already cast bridge deck using tower cranes and other lifting equipment. After the number of manual labor is counted, assembly begins;

[0030] Assemble the strength measurement hydraulic press signaler onto the strength measurement hydraulic press, and then install the strength measurement hydraulic press onto the strength measurement module base of the transverse vibration module through the strength measurement hydraulic press bolts. First, weld the connecting cylinder to the bottom of the threaded adapter ring of the strength measurement hydraulic press by welding. Then, slip the cylindrical adapter ring onto the other end of the connecting cylinder, and then connect them with the connecting cylinder bolts. Next, weld the strength rebound instrument to the other end of the connecting cylinder by welding. The strip plate also needs to be welded to the cylindrical adapter ring. The chute and the strip plate are integrally formed. The sliding tenon is welded to the top of the video recorder. The power-on button, the power-off button, and the video recorder signaler are all integrally connected to the video recorder. Insert the SD card into the SD card slot of the video recorder, and the video recorder battery compartment is also integrally formed with the video recorder;

[0031] Insert the cylindrical battery into the video recorder battery compartment. Then, slide the assembled video recorder into the chute through the sliding tenon and connect it to the strip plate with the sliding tenon bolts. The rebound data display strip is welded to the strength rebound instrument. Finally, screw the assembled threaded adapter ring of the strength measurement hydraulic press onto the strength measurement hydraulic press. When measuring the concrete strength, the worker releases a working signal to the strength measurement hydraulic press signaler, causing the strength measurement hydraulic press to move up and down, thereby driving the strength rebound instrument to press and rebound the concrete. The video recorder will record the rebound data on the rebound data display strip in real time. The rebound data is recorded into the SD card and is also transmitted to the worker through the video recorder signaler. The worker analyzes the data through the data reference comparison table. After multiple rebounds, when the obtained rebound data meets the strength requirements, the main beam and the main body of the cantilever bridge building machine can be moved forward.

[0032] Compared with the prior art, the present invention has at least the following beneficial effects:

[0033] In the above solution, by setting the longitudinal vibration module and the transverse vibration module, when the device needs to vibrate the poured concrete, it no longer requires the participation of workers. Through the direct vibration of the machine equipment, it can liberate the labor force of workers to a certain extent, reduce the working intensity of workers, and minimize the physical consumption of workers as much as possible. At the same time, the full participation of the machine during vibration can make the control of the vibration time more accurate, which can reduce the occurrence of over-vibration to a certain extent. And having multiple vibration devices on a single row of the machine can vibrate row by row, which can reduce the occurrence of missed vibration to a certain extent.

[0034] By setting up a balance warning module, when the formwork displacement occurs, the device can use the balance warning module to issue a formwork displacement warning in time, so that the ongoing pouring work can be stopped in time, and workers can be arranged to detect and eliminate the causes in time and repair the formwork in time to resume normal pouring work. To a certain extent, this can reduce the large expenses of labor costs and equipment and material costs caused by the rapid loss of concrete due to the failure to detect formwork displacement in time and the need for re-pouring, and to a certain extent, it helps the construction unit save construction costs and time.

[0035] By setting up a strength measurement module, when measuring the strength of concrete, the device does not require workers to carry a rebound hammer to the newly poured concrete area for strength measurement. To a certain extent, this reduces the fatigue caused by manual measurement of the concrete strength of a project section and reduces the work intensity of manual measurement. At the same time, since workers do not need to enter the newly poured concrete area for strength measurement, to a certain extent, this also reduces the possibility of the decline in the aesthetics of the bridge deck caused by leaving footprints on the possibly not yet set concrete when entering the newly poured concrete area for the need to measure the concrete strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] The drawings incorporated herein and constituting a part of the specification illustrate embodiments of the present invention and, together with the specification, are further used to explain the principles of the present invention and enable those skilled in the relevant art to implement and use the present invention.

[0037] Figure 1 It is a three-dimensional structure schematic diagram of a cantilever bridge building machine and its usage method that can assist in construction;

[0038] Figure 2 It is a three-dimensional structure partial view schematic diagram of a cantilever bridge building machine and its usage method that can assist in construction;

[0039] Figure 3 It is a schematic diagram of the mold module of a cantilever bridge building machine and its usage method that can assist in construction;

[0040] Figure 4 It is Figure 3 A partial enlarged structure schematic diagram;

[0041] Figure 5 A schematic diagram of the longitudinal vibration module of a cantilever bridge building machine and its usage method that can assist in construction;

[0042] Figure 6 It is Figure 5 A partial enlarged structure schematic diagram;

[0043] Figure 7 A schematic diagram of the transverse vibration module of a cantilever bridge building machine and its usage method that can assist in construction;

[0044] Figure 8 It isFigure 7 Schematic diagram of partial enlarged structure

[0045] Figure 9 Schematic diagram of the balance warning module of the cantilever bridge building machine and its usage method for auxiliary construction

[0046] Figure 10 For Figure 9 Schematic diagram of partial enlarged structure

[0047] Figure 11 Schematic diagram of the strength measurement module of the cantilever bridge building machine and its usage method for auxiliary construction

[0048] Figure 12 For Figure 11 Schematic diagram of partial enlarged structure

[0049] [Reference signs]

[0050] 1. Main girder; 2. Main body of the cantilever bridge-building machine; 3. Mold module; 301. Outer mold; 302. Reinforcement framework; 303. Reinforcing rib; 304. Longitudinal rib; 305. Outer mold I-beam; 306. Outer mold hydraulic jack; 307. Card slot base; 308. Inner mold; 309. C-shaped framework; 310. C-shaped framework; 311. Inner mold I-beam; 312. Suspension cable; 313. Baffle; 4. Longitudinal vibration module; 401. Longitudinal slide rail; 402. Longitudinal trolley; 403. Longitudinal trolley signal device; 404. Circular base of longitudinal trolley; 405. Connecting column; 406. Strip board; 407. Longitudinal hydraulic press; 408. Longitudinal hydraulic press signal device; 409. Threaded adapter ring of longitudinal hydraulic press; 410. Longitudinal vibration motor; 411. Longitudinal vibration motor signal device; 412. Longitudinal vibration rod; 413. Circular plate of longitudinal vibration rod; 414. Compression spring of longitudinal vibration rod; 415. Trigger rod disc of longitudinal vibration rod; 416. Trigger rod of longitudinal vibration rod; 417. Longitudinal vibration timer; 5. Transverse vibration module; 501. Transverse slide rail; 502. Transverse trolley; 503. Transverse trolley signal device; 504. Connecting plate of transverse trolley; 505. Transverse long square tube; 506. Base of strength measurement module; 507. Transverse hydraulic press; 508. Transverse hydraulic press signal device; 509. Threaded adapter ring of transverse hydraulic press; 510. Transverse vibration motor; 511. Transverse vibration motor signal device; 512. Transverse vibration rod; 513. Circular disc of transverse vibration rod; 514. Compression spring of transverse vibration rod; 515. Trigger rod disc of transverse vibration rod; 516. Trigger rod of transverse vibration rod; 517. Transverse vibration timer; 6. Balance warning module; 601. Balance warning main unit; 602. Balance pipe; 603. Warning horn; 604. Signal device of warning main unit; 605. Threaded bolt of balance pipe; 606. Warning trigger; 607. Trigger spring base; 608. Warning trigger button; 609. Trigger spring; 610. Warning trigger plate; 611. Warning trigger rod; 612. Data cable; 613. Strip battery compartment; 614. Strip battery; 615. Pulling handle; 616. Connecting threaded plate of warning main unit; 7. Strength measurement module; 701. Strength measurement hydraulic press; 702. Strength measurement hydraulic press signal device; 703. Threaded adapter ring of strength measurement hydraulic press; 704. Connecting cylinder; 705. Cylindrical adapter ring; 706. Strip board; 707. Sliding tenon; 708. Video recorder; 709. Power-on button; 710. Power-off button; 711. Video recorder signal device; 712. SD card; 713. Video recorder battery compartment; 714. Cylindrical battery; 715. Strength rebound instrument; 716. Rebound data display bar.

[0051] As shown in the figure, in order to clearly implement the structure of the embodiments of the present invention, specific structures and devices are marked in the figure. However, this is only for illustrative purposes and is not intended to limit the present invention to this specific structure, device, and environment. Those of ordinary skill in the art can adjust or modify these devices and environments according to specific needs. Detailed implementation manners

[0052] The following describes in detail a suspended casting bridge building machine and a usage method thereof provided by the present invention with reference to the accompanying drawings and specific embodiments. At the same time, it should be noted here that in order to make the embodiments more detailed, the following embodiments are the best and preferred embodiments. For some well-known technologies, those skilled in the art can also adopt other alternative methods for implementation; moreover, the accompanying drawings are only for more specifically describing the embodiments and are not intended to specifically limit the present invention.

[0053] It should be noted that in the specification, when referring to "an embodiment", "embodiment", "exemplary embodiment", "some embodiments", etc., it indicates that the described embodiment may include specific features, structures, or characteristics, but not necessarily every embodiment includes such specific features, structures, or characteristics. Additionally, when combining an embodiment to describe a specific feature, structure, or characteristic, implementing such a feature, structure, or characteristic in combination with other embodiments (whether explicitly described or not) should be within the knowledge of those skilled in the relevant art.

[0054] Generally, terms can be understood at least in part from their use in context. For example, at least in part depending on the context, the term "one or more" as used herein can be used to describe any feature, structure, or characteristic in a singular sense, or can be used to describe a combination of features, structures, or characteristics in a plural sense. Additionally, the term "based on" can be understood as not necessarily intended to convey a set of exclusive factors, but rather, at least in part depending on the context, can allow for the existence of other factors that are not necessarily explicitly described.

[0055] It can be understood that the meanings of "on...", "above...", and "overhead of..." in the present invention should be interpreted in the broadest manner, such that "on..." not only means "directly on" something, but also includes the meaning of being "on" something with intermediate features or layers therebetween, and "above..." or "overhead of..." not only means "above" or "overhead of" something, but also can include the meaning of being "above" or "overhead of" something without intermediate features or layers therebetween.

[0056] In addition, spatial relative terms such as "under", "below", "lower part", "above", "upper part", etc. may be used in this text for convenience of description to describe the relationship between one element or feature and another or more elements or features, as shown in the accompanying drawings. The spatial relative terms are intended to cover different orientations in the use or operation of the device in addition to the orientation depicted in the drawings. The device may be oriented in other ways, and the spatial relative descriptive words used in this text may be correspondingly interpreted similarly.

[0057] As Figure 1 and Figure 2 shown, an embodiment of the present invention provides a cantilever bridge-building machine that can assist in construction and a usage method thereof, including a main beam 1. The surface of the main beam 1 is provided with a cantilever bridge-building machine main body 2. The inner wall of the cantilever bridge-building machine main body 2 is provided with a mold module 3. The outer wall of the main beam 1 is provided with a longitudinal vibration module 4. The inner wall of the main beam 1 is provided with a transverse vibration module 5. Both the top and bottom of the mold module 3 are provided with a balance warning module 6. The bottom of the transverse vibration module 5 is provided with a strength measurement module 7.

[0058] Install the cantilever bridge-building machine main body 2 onto the main beam 1, install the mold module 3 onto the cantilever bridge-building machine main body 2, weld the longitudinal vibration module 4 and the transverse vibration module 5 to the outer wall and the inner wall of the main beam 1 respectively, install the balance warning module 6 onto the mold module 3, and finally install the strength measurement module 7 onto the transverse vibration module 5 to complete the assembly. During use, use a hoisting device such as a tower crane to hoist the mold module 3 into the cantilever bridge-building machine main body 2 for assembly. After completing formwork erection, steel bar binding, and acceptance of the mold and steel bars, when entering concrete pouring, use remote operation to vibrate the concrete with the longitudinal vibration module 4 and the transverse vibration module 5 and extract it regularly. Multiple vibration components in a single row can vibrate row by row to reduce the occurrence of missed vibration. Use the balance warning module 6 to monitor whether there is a formwork running phenomenon during concrete pouring and handle it in time to reduce losses. After the concrete solidifies, use the strength measurement module 7 to measure the concrete strength, reducing manual participation, reducing the manual work intensity, and also reducing the impact on the aesthetics of the bridge deck caused by footprints left by manual entry.

[0059] As Figures 3 to 4 shown, the mold module 3 includes an outer mold 301. Both sides of the outer mold 301 are fixedly connected with a reinforcement framework 302. One side of the reinforcement framework 302 is fixedly connected with a reinforcing rib 303 and a longitudinal rib 304 in sequence from top to bottom. The bottom of the longitudinal rib 304 is fixedly connected with an outer mold I-beam 305. The bottom of the outer mold I-beam 305 is provided with an outer mold hydraulic jack 306. The bottom of the outer mold hydraulic jack 306 is fixedly connected with a clamping groove base 307.

[0060] The inner wall of the outer mold 301 is installed with an inner mold 308. The inner wall of the inner mold 308 is fixedly connected with a C-shaped skeleton 309. The bottom of the C-shaped skeleton 309 is installed with an inner mold hydraulic jack 310. The bottom of the inner mold hydraulic jack 310 is installed with an inner mold I-beam 311. A suspension cable 312 is provided at the top of the inner mold I-beam 311. The inner mold I-beam 311 installs a cantilever bridge building machine main body 2 through the suspension cable 312. The outer mold 301 is threadedly connected with a baffle 313 through a baffle bolt.

[0061] Lift all the module components of the mold module 3 to the already constructed bridge deck by a tower crane or a truck-mounted crane lifting device. Then, it is necessary to manually check whether all the components of the mold module 3 are complete. After counting the quantity of each module component, first lift the outer mold 301 to the cantilever bridge building machine main body 2 again by a tower crane or other lifting devices. Then, weld the reinforcement skeleton 302 to both sides of the outer mold 301 again by a tower crane or other lifting devices, and at the same time, also weld the reinforcing ribs 303 and longitudinal ribs 304 to the reinforcement skeleton 302 by welding. After welding, the worker then assembles the outer mold hydraulic jack 306 and the clamping groove base 307 together by welding, then presses the assembled outer mold hydraulic jack 306 against the outer mold I-beam 305, and makes the clamping groove base 307 also be able to tightly press against the cantilever bridge building machine main body 2, and use the outer mold hydraulic jack 306 to lift the outer mold I-beam 305 to the bottom of the longitudinal rib 304. At the same time, also fix the outer mold I-beam 305 and the longitudinal rib 304 together by welding. Finally, use the outer mold hydraulic jack 306 to lift again so that the assembled outer mold 301 is lifted to the ideal height position.

[0062] Then, use a tower crane or other lifting devices to lift the inner mold 308 into the outer mold 301 again. At the same time, lift the C-shaped skeleton 309 into the inner mold 308, and fix the C-shaped skeleton 309 and the inner mold 308 together by welding. Then, install the baffle 313 on the front of the outer mold 301. Then, lift the inner mold I-beam 311 into the inner mold 308 by hoisting again. At the same time, assemble the suspension cable 312 to the inner mold I-beam 311, and assemble the other end of the suspension cable 312 to the cantilever bridge building machine main body 2, so that the inner mold I-beam 311 is suspended under the traction of the suspension cable 312. Then, install the inner mold hydraulic jack 310 on the inner mold I-beam 311. Finally, use the inner mold hydraulic jack 310 to lift, so as to lift the assembled inner mold 308 to the ideal height in the outer mold 301, complete the assembly and use of the mold module 3, and wait for the subsequent construction steps to proceed.

[0063] Such as Figures 5 to 8As shown in the figure, the longitudinal vibration module 4 includes a longitudinal slide rail 401. Inside the wall of the longitudinal slide rail 401, a longitudinal tram 402 is installed. On one side of the longitudinal tram 402, there is a longitudinal tram signal device 403. The bottom of the longitudinal tram 402 is threadedly connected to a longitudinal tram circular base 404 through a longitudinal tram bolt. The bottom of the longitudinal tram circular base 404 is fixedly connected to a connecting column 405. The bottom of the connecting column 405 is fixedly connected to a strip plate 406. The bottom of the strip plate 406 is threadedly connected to a longitudinal hydraulic press 407 through a longitudinal hydraulic press bolt. On one side of the longitudinal hydraulic press 407, there is a longitudinal hydraulic press signal device 408. One end of the longitudinal hydraulic press signal device 408 is threadedly connected to a longitudinal hydraulic press threaded adapter ring 409.

[0064] The bottom of the longitudinal hydraulic press threaded adapter ring 409 is fixedly connected to a longitudinal vibration motor 410. On the right side surface of the longitudinal vibration motor 410, a longitudinal vibration motor signal device 411 is fixedly connected. At the bottom of the longitudinal vibration motor 410, there is a longitudinal vibration rod 412. The bottom of the longitudinal vibration rod 412 is fixedly connected to a longitudinal vibration rod circular plate 413. The bottom of the longitudinal vibration rod circular plate 413 is fixedly connected to a longitudinal vibration rod compression spring 414. The bottom of the longitudinal vibration rod compression spring 414 is fixedly connected to a longitudinal vibration rod trigger rod disc 415. On the surface of the longitudinal vibration rod trigger rod disc 415, a longitudinal vibration rod trigger rod 416 is fixedly connected. On the left side surface of the longitudinal vibration motor 410, there is a longitudinal vibration timer 417.

[0065] After waiting for the steel bar binding to be completed and the steel bar acceptance to be completed, the start of concrete pouring work is required. Before the start of vertical pouring, the worker needs to first lift the module components of the longitudinal vibration module 4 to the already poured and formed bridge deck through equipment such as tower cranes. After manually counting the quantity, lift the longitudinal slide rail 401 to the main beam 1 and weld it to the main beam 1 by welding. Then, assemble the longitudinal tram signal device 403 to one side of the longitudinal tram 402 on the bridge deck. Weld the connecting column 405 between the longitudinal tram circular base 404 and the strip plate 406 by welding. Assemble the welded longitudinal tram circular base 404 to the bottom of the longitudinal tram 402 through the longitudinal tram bolt. Then, install the longitudinal hydraulic press signal device 408 on the longitudinal hydraulic press 407. Install the assembled longitudinal hydraulic press 407 to the bottom of the strip plate 406 through the longitudinal hydraulic press bolt. Then, weld the longitudinal hydraulic press threaded adapter ring 409 to the top of the longitudinal vibration motor 410 by welding;

[0066] Assemble the longitudinal vibrating rod 412 and the longitudinal vibrating motor 410 together, then assemble the longitudinal vibrating motor signaler 411 and the longitudinal vibrating timer 417 onto the longitudinal vibrating motor 410. Then weld the longitudinal vibrating rod circular plate 413 to the longitudinal vibrating rod 412. Then weld the longitudinal vibrating rod compression spring 414 between the longitudinal vibrating rod circular plate 413 and the longitudinal vibrating rod trigger rod disc 415. Finally, weld the longitudinal vibrating rod trigger rod 416 to the surface of the longitudinal vibrating rod trigger rod disc 415. Screw the assembled longitudinal hydraulic press thread adapter ring 409 onto the longitudinal hydraulic press 407. When the concrete pouring starts, the operator releases a remote control command to the longitudinal tram signaler 403 to make the longitudinal tram 402 move within the longitudinal slide rail 401. After moving to the ideal position, the operator releases a pause command to make the longitudinal tram 402 stop moving, and at the same time releases an operation command to the longitudinal hydraulic press signaler 408 and the longitudinal vibrating motor signaler 411.

[0067] After the longitudinal hydraulic press signaler 408 and the longitudinal vibrating motor signaler 411 receive the commands, the longitudinal hydraulic press 407 will drive the longitudinal vibrating motor 410 to move downward, and the longitudinal vibrating motor signaler 411 will start the longitudinal vibrating motor 410, thereby driving the longitudinal vibrating rod 412 to start the vibrating work. When the longitudinal vibrating rod 412 enters the concrete, the longitudinal vibrating rod trigger rod disc 415 will receive the vertical extrusion of the concrete, causing the longitudinal vibrating rod compression spring 414 to compress, so that the longitudinal vibrating rod trigger rod 416 can be lifted upward, enabling the longitudinal vibrating rod trigger rod 416 to top against the longitudinal vibrating timer 417 and trigger the longitudinal vibrating timer 417 to start timing work. When the timing is completed, the longitudinal vibrating timer 417 will release a stop signal to the operator. After receiving the signal, the operator releases a pause signal to the longitudinal vibrating motor signaler 411 and a lifting signal to the longitudinal hydraulic press signaler 408, thus preventing the phenomenon of over-vibration.

[0068] The transverse vibrating module 5 includes a transverse slide rail 501. The inner wall of the transverse slide rail 501 is equipped with a transverse tram 502. The front of the transverse tram 502 is provided with a transverse tram signaler 503. The transverse tram 502 is threadedly connected with a transverse tram connecting plate 504 through a transverse tram bolt. The inner side of the transverse tram connecting plate 504 is fixedly connected with a transverse long rectangular tube 505. The front of the transverse long rectangular tube 505 is fixedly connected with a strength measurement module base 506. The bottom of the transverse long rectangular tube 505 is threadedly connected with a transverse hydraulic press 507 through a transverse hydraulic press bolt. One side of the transverse hydraulic press 507 is provided with a transverse hydraulic press signaler 508. One end of the transverse hydraulic press 507 is threadedly connected with a transverse hydraulic press thread adapter ring 509.

[0069] At the bottom of the transverse hydraulic press thread adapter ring 509, a transverse vibration motor 510 is fixedly connected. On the right side surface of the transverse vibration motor 510, a transverse vibration motor signaler 511 is provided. At the bottom of the transverse vibration motor 510, a transverse vibration rod 512 is provided. At the bottom of the transverse vibration rod 512, a transverse vibration rod circular disc 513 is fixedly connected. At the bottom of the transverse vibration rod circular disc 513, a transverse vibration rod compression spring 514 is fixedly connected. At the bottom of the transverse vibration rod compression spring 514, a transverse vibration rod trigger rod disc 515 is fixedly connected. On the surface of the transverse vibration rod trigger rod disc 515, a transverse vibration rod trigger rod 516 is fixedly connected. On the left side surface of the transverse vibration motor 510, a transverse vibration timer 517 is provided.

[0070] When pouring concrete, when assembling the longitudinal vibration module 4, it is also necessary to use lifting equipment such as tower cranes to lift the module components of the transverse vibration module 5 to the already poured and formed bridge deck. After manually counting the number, the transverse slide rail 501 is lifted to the inner side of the main beam 1 and welded to the inner side of the main beam 1 by welding. Then, pick up the transverse trolley signaler 503 and assemble it onto the transverse trolley 502. Then, weld the transverse long square tube 505 to the transverse trolley connecting plate 504 by welding. Install the welded transverse trolley connecting plate 504 onto the transverse trolley 502 through transverse trolley bolts. Weld the strength measurement module base 506 to the front of the transverse long square tube 505 by welding in the same way. Then, assemble the transverse hydraulic press signaler 508 onto the transverse hydraulic press 507, and install the assembled transverse hydraulic press 507 onto the bottom of the transverse long square tube 505 through transverse hydraulic press bolts;

[0071] Weld the transverse vibration motor 510 and the transverse hydraulic press thread adapter ring 509 together by welding. Then, assemble the transverse vibration motor signaler 511 and the transverse vibration timer 517 to the right side and left side of the surface of the transverse vibration motor 510 respectively. Assemble the transverse vibration rod 512 to the bottom of the transverse vibration motor 510. Then, weld the transverse vibration rod circular disc 513 to the bottom of the transverse vibration rod 512. Weld the transverse vibration rod compression spring 514 between the transverse vibration rod circular disc 513 and the transverse vibration rod trigger rod disc 515. Finally, weld the transverse vibration rod trigger rod 516 to the left side surface of the transverse vibration rod trigger rod disc 515. Finally, screw the assembled transverse hydraulic press thread adapter ring 509 onto the transverse hydraulic press 507. When pouring the middle section of the concrete on the plate surface, it is necessary to vibrate the poured concrete. At this time, the staff releases a start signal to the transverse trolley signaler 503, so that the transverse trolley 502 moves in the transverse slide rail 501. After moving to the ideal position, the staff releases a stop signal, so that the transverse trolley 502 stops moving;

[0072] Meanwhile, the staff releases working signals to the horizontal hydraulic machine signaler 508 and the horizontal vibrating motor signaler 511, causing the horizontal hydraulic machine 507 to drive the working horizontal vibrating motor 510 downward until the horizontal vibrating rod 512 penetrates into the concrete. The vertical pressure of the concrete causes the trigger rod disc 515 of the horizontal vibrating rod to move towards the circular disc 513 of the horizontal vibrating rod, compressing the compression spring 514 of the horizontal vibrating rod. At the same time, the trigger rod 516 of the horizontal vibrating rod also moves towards the horizontal vibrating timer 517. After the trigger rod 516 of the horizontal vibrating rod touches the horizontal vibrating timer 517, the horizontal vibrating timer 517 starts timing. After the timing is completed, the horizontal vibrating timer 517 releases a stop signal to the staff. After receiving the stop signal, the staff releases a stop signal to the horizontal vibrating motor signaler 511, causing the horizontal vibrating motor 510 to stop working. At the same time, an upward movement signal is released to the horizontal hydraulic machine signaler 508, causing the horizontal hydraulic machine 507 to move upward, driving the horizontal vibrating motor 510 upward to prevent over-vibration.

[0073] By setting up the longitudinal vibration module 4 and the horizontal vibration module 5, when the device needs to vibrate the poured concrete, it no longer requires the participation of workers. Through the direct vibration of the machine equipment, it can liberate the labor force of workers to a certain extent, reduce the working intensity of workers, and minimize the physical consumption of workers as much as possible. At the same time, the full participation of the machine during vibration can make the control of the vibration time more accurate, which can reduce the occurrence of over-vibration to a certain extent. And having multiple vibration devices on a single row of the machine can vibrate row by row, which can reduce the occurrence of missed vibration to a certain extent.

[0074] As Figures 9 to 10 shown, the balance warning module 6 includes a balance warning host 601. The top of the balance warning host 601 is successively provided with a balance tube 602, a warning horn 603, and a warning host signaler 604 from top to bottom. One end of the balance tube 602 is provided with a balance tube threaded hole, and the inner wall of the balance tube threaded hole is threadedly connected with a balance tube threaded bolt 605. One end of the balance tube threaded bolt 605 is fixedly connected with a warning trigger 606. The front of the warning trigger 606 is successively provided with a trigger spring base 607 and a warning trigger button 608 from left to right. One end of the trigger spring base 607 is provided with a trigger spring hole, and the inner wall of the trigger spring hole is fixedly connected with a trigger spring 609. One end of the trigger spring 609 is fixedly connected with a warning trigger plate 610.

[0075] One end of the warning trigger board 610 is fixedly connected to a warning trigger rod 611. The other end of the balance pipe threaded bolt 605 is provided with a data wire groove, and a data wire 612 is installed on the inner wall of the data wire groove. The balance warning host 601 is installed through the data wire 612 on the balance pipe threaded bolt 605. A strip battery compartment 613 is fixedly connected to the front of the balance warning host 601. A strip battery 614 is installed on the inner wall of the strip battery compartment 613. One side of the strip battery 614 is fixedly connected to a pulling handle 615. Warning host connection threaded plates 616 are fixedly connected to both sides of the balance warning host 601. The warning host connection threaded plates 616 are threadedly connected to the mold module 3 through warning host connection bolts.

[0076] During concrete pouring, the baffle 313 on the mold module 3 may cause the phenomenon of formwork displacement due to insufficient reinforcement when the concrete is extruded. The occurrence of formwork displacement will cause the rapid loss of concrete. Therefore, when the baffle 313 is assembled to the front of the outer mold 301 of the mold module 3, the relevant components of the balance warning module 6 are also hoisted to the formed bridge deck using a tower crane or other hoisting equipment. After manual counting of the quantity, assembly can be carried out. First, the balance pipe 602, the warning horn 603, and the warning host signaler 604 are assembled onto the balance warning host 601. The warning trigger 606 is welded to the balance pipe threaded bolt 605. The trigger spring base 607 is welded to the warning trigger 606 by welding. The warning trigger button 608 is integrally connected to the warning trigger 606. The trigger spring 609 is welded between the warning trigger board 610 and the trigger spring base 607 by welding. The warning trigger rod 611 is welded to the warning trigger board 610.

[0077] First, screw the assembled balance pipe threaded bolt 605 into the balance pipe threaded hole at one end of the balance pipe 602, then inject liquid into the balance pipe 602. After waiting for the liquid injection to be completed, screw the assembled balance pipe threaded bolt 605 into the balance pipe threaded hole at the other end of the balance pipe 602 for sealing treatment. Then insert the data wire 612 between the data wire groove of the balance pipe threaded bolt 605 and the balance warning host 601 to achieve data intercommunication. The strip battery compartment 613 and the balance warning host 601 are integrally formed. The pulling handle 615 and the strip battery 614 are integrally connected. Insert the strip battery 614 into the strip battery compartment 613. Finally, weld the warning host connection threaded plates 616 to both sides of the balance warning host 601 and install them on the baffle 313 of the mold module 3 using warning host connection bolts. When the baffle 313 experiences formwork displacement, the balance warning host 601 on the baffle 313 will also tilt accordingly, causing the liquid in the balance pipe 602 to tilt towards one end of the balance pipe 602.

[0078] When the warning trigger board 610 is squeezed, the trigger spring 609 is compressed, causing the warning trigger rod 611 to move towards the warning trigger button 608 of the warning trigger 606 until the warning trigger rod 611 abuts against the warning trigger button 608, triggering the warning trigger 606 to trigger an alarm. The triggered alarm signal is transmitted to the balance warning host 601 through the data line 612. The balance warning host 601 will sound an alarm through the warning horn 603, indicating that the concrete pouring should stop. At the same time, it also releases an immediate stop construction signal to the staff through the warning host signaler 604 to stop the operation of the longitudinal vibration module 4 and the transverse vibration module 5, thereby minimizing the loss caused by concrete pouring due to formwork displacement as much as possible.

[0079] By setting the balance warning module 6, when formwork displacement occurs, the device can use the balance warning module 6 to issue a formwork displacement warning in a timely manner, enabling the ongoing pouring work to stop immediately. Workers can be arranged to promptly investigate and eliminate the causes and repair the formwork in a timely manner to resume normal pouring work. To a certain extent, this can reduce the significant costs of labor and equipment materials caused by the rapid loss of concrete due to the failure to detect formwork displacement in a timely manner and the need for re-pouring, helping the construction unit save construction costs and time to a certain extent.

[0080] As Figures 11 to 12 shown, the strength measurement module 7 includes a strength measurement hydraulic press 701. The strength measurement hydraulic press 701 is threadedly connected to the transverse vibration module 5 through strength measurement hydraulic press bolts. A strength measurement hydraulic press signaler 702 is provided on the front of the strength measurement hydraulic press 701. One end of the strength measurement hydraulic press 701 is threadedly connected to a strength measurement hydraulic press threaded adapter ring 703. The bottom of the strength measurement hydraulic press threaded adapter ring 703 is fixedly connected to a connecting cylinder 704. The connecting cylinder 704 is threadedly connected to a cylinder adapter ring 705 through connecting cylinder bolts. A strip plate 706 is fixedly connected to the surface of the cylinder adapter ring 705.

[0081] A chute is provided on one side of the strip plate 706. A sliding tenon 707 is slidably connected to the inner wall of the chute. The sliding tenon 707 is threadedly connected to the strip plate 706 through sliding tenon bolts. A video recorder 708 is provided at the bottom of the sliding tenon 707. On one side of the video recorder 708, a power-on button 709, a power-off button 710, and a video recorder signaler 711 are arranged in sequence from top to bottom. An SD card slot is provided on the front of the video recorder 708. An SD card 712 is installed in the inner wall of the SD card slot. A video recorder battery compartment 713 is fixedly connected to the front of the video recorder 708. A cylindrical battery 714 is installed in the inner wall of the video recorder battery compartment 713. The bottom of the connecting cylinder 704 is fixedly connected to a strength rebound instrument 715. A rebound data display strip 716 is fixedly connected to the surface of the strength rebound instrument 715.

[0082] After the concrete is poured, the concrete will form a final set after a period of solidification and curing, and its strength will also increase day by day. After the concrete strength reaches an appropriate value, the procedures for demoulding and continuing to work forward can be arranged. When the main beam 1 and the main body 2 of the cantilever bridge-building machine need to continue to work forward, they often need to move to the newly poured concrete bridge deck. Whether the concrete strength of the newly poured concrete bridge deck can bear the use of the main beam 1 and the main body 2 of the cantilever bridge-building machine needs to be checked by measuring the concrete strength. When using the strength measurement module 7 to measure the concrete strength, the assembled transverse hydraulic machine 507 of the transverse vibration module 5 needs to be removed from the transverse long square pipe 505, and then the relevant components of the strength measurement module 7 are hoisted to the already poured and formed bridge deck by a hoisting device such as a tower crane. After counting the number of workers, the assembly begins;

[0083] Assemble the strength measurement hydraulic machine signaler 702 to the strength measurement hydraulic machine 701, and then install the strength measurement hydraulic machine 701 to the strength measurement module base 506 of the transverse vibration module 5 through the strength measurement hydraulic machine bolt. Weld the connecting cylinder 704 to the bottom of the strength measurement hydraulic machine thread adapter ring 703 by welding first, then slip the cylinder adapter ring 705 onto the other end of the connecting cylinder 704, and then connect them with the connecting cylinder bolt. Then weld the strength rebound instrument 715 to the other end of the connecting cylinder 704 by welding. The strip plate 706 also needs to be welded to the cylinder adapter ring 705. The chute and the strip plate 706 are integrally formed. The sliding tenon 707 is welded to the top of the video recorder 708. The power-on button 709, the power-off button 710 and the video recorder signaler 711 are all integrally connected to the video recorder 708. Insert the SD card 712 into the SD card slot of the video recorder 708, and the video recorder battery compartment 713 is also integrally formed with the video recorder 708;

[0084] Insert the cylindrical battery 714 into the battery compartment 713 of the video recorder, then slide the assembled video recorder 708 into the chute through the sliding tenon 707 and connect it to the strip plate 706 through the sliding tenon bolt. The rebound data display strip 716 is welded to the strength rebound instrument 715. Finally, screw the threaded adapter ring 703 of the assembled strength measuring hydraulic press onto the strength measuring hydraulic press 701. When measuring the concrete strength, the staff releases a working signal to the signal device 702 of the strength measuring hydraulic press, causing the strength measuring hydraulic press 701 to move up and down, thereby driving the strength rebound instrument 715 to press and rebound the concrete. The video recorder 708 will record the rebound data on the rebound data display strip 716 in real time. The rebound data is recorded in the SD card 712 and is also transmitted to the staff through the video recorder signal device 711. The staff analyzes the data through the data reference comparison table. After multiple rebounds, when the obtained rebound data meets the strength requirements, the main beam 1 and the main body 2 of the cantilever bridge building machine can be moved forward.

[0085] By setting up the strength measurement module 7, when measuring the concrete strength, the device does not require manual operation to carry the rebound instrument to the newly poured concrete area for strength measurement. To a certain extent, this reduces the fatigue caused by manual measurement of the concrete strength of a project section and reduces the working intensity of manual measurement. At the same time, since there is no need for manual entry into the newly poured concrete area for strength measurement, it also reduces the possibility of leaving footprints on the concrete that may not have set, which may affect the aesthetics of the bridge deck.

[0086] When a cantilever bridge building machine that can assist in construction and its usage method are in use, it includes the following steps;

[0087] Step 1. Lift all the module components of the mold module 3 to the already constructed bridge deck by tower crane or vehicle-mounted pendant lifting equipment. Then, it is necessary to manually check whether all the components of the mold module 3 are complete. After counting the quantity of each module component, first lift the outer mold 301 to the main body 2 of the cantilever bridge building machine again by tower crane or other lifting equipment. Then, use tower crane and other lifting equipment to weld the reinforcement skeleton 302 to both sides of the outer mold 301. At the same time, also weld the reinforcing ribs 303 and longitudinal ribs 304 to the reinforcement skeleton 302 by welding. After welding, the workers assemble the outer mold hydraulic jack 306 and the clamping groove base 307 together by welding. Then, press the assembled outer mold hydraulic jack 306 against the outer mold I-beam 305, and make the clamping groove base 307 also tightly press against the main body 2 of the cantilever bridge building machine. Use the outer mold hydraulic jack 306 to lift the outer mold I-beam 305 to the bottom of the longitudinal rib 304. At the same time, also fix the outer mold I-beam 305 and the longitudinal rib 304 together by welding. Finally, use the outer mold hydraulic jack 306 to lift again so that the assembled outer mold 301 is lifted to the ideal height position;

[0088] Then, use tower crane and other lifting equipment to lift the inner mold 308 into the outer mold 301 again. At the same time, lift the C-shaped skeleton 309 into the inner mold 308, and fix the C-shaped skeleton 309 and the inner mold 308 together by welding. Then, install the baffle 313 on the front of the outer mold 301. Then, lift the inner mold I-beam 311 into the inner mold 308 by lifting. At the same time, assemble the suspension cable 312 to the inner mold I-beam 311, and assemble the other end of the suspension cable 312 to the main body 2 of the cantilever bridge building machine so that the inner mold I-beam 311 is suspended under the traction of the suspension cable 312. Then, install the inner mold hydraulic jack 310 on the inner mold I-beam 311. Finally, use the inner mold hydraulic jack 310 to lift, so as to lift the assembled inner mold 308 to the ideal height in the outer mold 301, complete the assembly and use of the mold module 3, and wait for the subsequent construction steps;

[0089] Step 2. After waiting for the steel bar binding to be completed and the steel bar acceptance to be completed, the start of concrete pouring work is required. Before the start of vertical pouring, the worker needs to first use equipment such as a tower crane to hoist the module components of the longitudinal vibration module 4 onto the already poured and formed bridge deck. After manually counting the quantity, hoist the longitudinal slide rail 401 to the main beam 1 and weld it to the main beam 1 by welding. Then, assemble the longitudinal tram signaler 403 to one side of the longitudinal tram 402 on the bridge deck. Weld the connecting column 405 between the longitudinal tram circular base 404 and the strip plate 406 by welding. Assemble the welded longitudinal tram circular base 404 to the bottom of the longitudinal tram 402 through the longitudinal tram bolt. Then, install the longitudinal hydraulic machine signaler 408 on the longitudinal hydraulic machine 407. Assemble the assembled longitudinal hydraulic machine 407 to the bottom of the strip plate 406 through the longitudinal hydraulic machine bolt. Then, weld the longitudinal hydraulic machine thread adapter ring 409 to the top of the longitudinal vibration motor 410 by welding;

[0090] Assemble the longitudinal vibration rod 412 and the longitudinal vibration motor 410 together, and then assemble the longitudinal vibration motor signaler 411 and the longitudinal vibration timer 417 to the longitudinal vibration motor 410. Then, weld the longitudinal vibration rod circular plate 413 to the longitudinal vibration rod 412. Then, weld the longitudinal vibration rod compression spring 414 between the longitudinal vibration rod circular plate 413 and the longitudinal vibration rod trigger rod disc 415. Finally, weld the longitudinal vibration rod trigger rod 416 to the surface of the longitudinal vibration rod trigger rod disc 415. Screw the assembled longitudinal hydraulic machine thread adapter ring 409 onto the longitudinal hydraulic machine 407. When the concrete starts to be poured, the worker releases a remote control command to the longitudinal tram signaler 403 to make the longitudinal tram 402 move within the longitudinal slide rail 401. After moving to the ideal position, the worker releases a pause command to make the longitudinal tram 402 stop moving, and at the same time releases an operation command to the longitudinal hydraulic machine signaler 408 and the longitudinal vibration motor signaler 411;

[0091] After the longitudinal hydraulic press signaler 408 and the longitudinal vibrating motor signaler 411 receive instructions, the longitudinal hydraulic press 407 will drive the longitudinal vibrating motor 410 to move downward, and the longitudinal vibrating motor signaler 411 will start the longitudinal vibrating motor 410, thereby driving the longitudinal vibrating rod 412 to start vibrating. When the longitudinal vibrating rod 412 enters the concrete, the longitudinal vibrating rod trigger rod disc 415 will receive the vertical extrusion of the concrete, causing the longitudinal vibrating rod compression spring 414 to compress, so that the longitudinal vibrating rod trigger rod 416 can be lifted upward, enabling the longitudinal vibrating rod trigger rod 416 to top against the longitudinal vibrating timer 417 and trigger the longitudinal vibrating timer 417 to start timing. When the timing is completed, the longitudinal vibrating timer 417 will release a stop signal to the operator. After receiving the signal, the operator will release a pause signal to the longitudinal vibrating motor signaler 411 and a lifting signal to the longitudinal hydraulic press signaler 408 to prevent over-vibration;

[0092] Step 3: When pouring concrete, when assembling the longitudinal vibrating module 4, it is also necessary to use a hoisting device such as a tower crane to hoist the module components of the transverse vibrating module 5 to the already poured and formed bridge deck. After manually counting the number, hoist the transverse slide rail 501 to the inner side of the main beam 1 and weld it to the inner side of the main beam 1 by welding. Then pick up the transverse trolley signaler 503 and assemble it onto the transverse trolley 502. Then weld the transverse long strip square tube 505 to the transverse trolley connecting plate 504 by welding. Install the welded transverse trolley connecting plate 504 onto the transverse trolley 502 through transverse trolley bolts. Weld the strength measurement module base 506 to the front of the transverse long strip square tube 505 in the same way by welding. Then assemble the transverse hydraulic press signaler 508 onto the transverse hydraulic press 507 and install the assembled transverse hydraulic press 507 onto the bottom of the transverse long strip square tube 505 through transverse hydraulic press bolts;

[0093] The horizontal vibration motor 510 and the horizontal hydraulic press thread adapter ring 509 are welded together by welding. Then, the horizontal vibration motor signaler 511 and the horizontal vibration timer 517 are respectively assembled to the right side and the left side of the surface of the horizontal vibration motor 510. The horizontal vibration rod 512 is assembled to the bottom of the horizontal vibration motor 510. Then, the horizontal vibration rod circular disc 513 is welded to the bottom of the horizontal vibration rod 512. The horizontal vibration rod compression spring 514 is welded between the horizontal vibration rod circular disc 513 and the horizontal vibration rod trigger rod disc 515. Finally, the horizontal vibration rod trigger rod 516 is welded to the left side of the surface of the horizontal vibration rod trigger rod disc 515. Finally, the assembled horizontal hydraulic press thread adapter ring 509 is screwed onto the horizontal hydraulic press 507. When pouring the middle section of the concrete on the plate surface, it is necessary to vibrate the poured concrete. At this time, the staff releases a start signal to the horizontal trolley signaler 503, so that the horizontal trolley 502 moves in the horizontal slide rail 501. After moving to the ideal position, the staff releases a stop signal, so that the horizontal trolley 502 stops moving;

[0094] At the same time, the staff releases a working signal to the horizontal hydraulic press signaler 508 and the horizontal vibration motor signaler 511, so that the horizontal hydraulic press 507 drives the working horizontal vibration motor 510 to move downward until the horizontal vibration rod 512 abuts into the concrete. The vertical pressure of the concrete will cause the horizontal vibration rod trigger rod disc 515 to move towards the horizontal vibration rod circular disc 513, so that the horizontal vibration rod compression spring 514 is compressed. At the same time, the horizontal vibration rod trigger rod 516 will also move towards the horizontal vibration timer 517. After the horizontal vibration rod trigger rod 516 touches the horizontal vibration timer 517, the horizontal vibration timer 517 starts timing. After the timing is completed, the horizontal vibration timer 517 will release a stop signal to the staff. After receiving the stop signal, the staff will release a stop signal to the horizontal vibration motor signaler 511, so that the horizontal vibration motor 510 stops working. At the same time, an upward movement signal is released to the horizontal hydraulic press signaler 508, so that the horizontal hydraulic press 507 moves upward, driving the horizontal vibration motor 510 to move upward to prevent over-vibration;

[0095] Step 4: During concrete pouring, the baffle 313 on the mold module 3 may be loosely reinforced, which may cause the baffle 313 to run out of the mold during concrete extrusion. The occurrence of the mold running phenomenon will cause the concrete to be lost rapidly. Therefore, when the baffle 313 is assembled to the front of the outer mold 301 of the mold module 3, the relevant components of the balance warning module 6 are lifted to the bridge deck after pouring and molding by using a tower crane or other lifting equipment. After manual counting, the assembly can be carried out. The balance pipe 602, the warning horn 603 and the warning host signal 604 are first assembled to the balance warning host 601, and the warning trigger 606 is welded to the balance pipe threaded bolt 605, the trigger spring base 607 is welded to the warning trigger 606 by welding, and the warning trigger button 608 is connected to the warning trigger 606 as a whole, the trigger spring 609 is welded to the middle of the warning trigger plate 610 and the trigger spring base 607 by welding, and the warning trigger rod 611 is welded to the warning trigger plate 610;

[0096] First, screw the assembled balance pipe threaded bolt 605 into the balance pipe threaded hole at one end of the balance pipe 602, and then inject liquid into the balance pipe 602. After waiting for the liquid injection to be completed, screw the assembled balance pipe threaded bolt 605 into the balance pipe threaded hole at the other end of the balance pipe 602 for sealing. Then insert the data line 612 between the balance pipe threaded bolt 605 and the data line slot of the balance warning host 601 to achieve data intercommunication. The bar battery compartment 613 and the balance warning host 601 are integrally formed, and the puller 615 and the bar battery 614 are integrally connected. Insert the bar battery 614 into the bar battery compartment 613. Finally, weld the warning host connecting threaded plate 616 to both sides of the balance warning host 601, and use the warning host connecting bolts to install it on the baffle 313 of the mold module 3. When the baffle 313 runs out of the mold, the balance warning host 601 on the baffle 313 will also tilt accordingly, so that the liquid in the balance pipe 602 tilts toward one end of the balance pipe 602.

[0097] The early warning trigger plate 610 is squeezed, and the trigger spring 609 is compressed, so that the early warning trigger rod 611 moves toward the early warning trigger button 608 of the early warning trigger 606, until the early warning trigger rod 611 presses against the early warning trigger button 608, so that the early warning trigger 606 triggers an alarm, and the triggered alarm signal is transmitted to the balance early warning host 601 through the data line 612. The balance early warning host 601 will sound an alarm through the early warning speaker 603, prompting that the concrete pouring should be stopped, and at the same time, the early warning host signal device 604 will release an immediate stop construction signal to the staff to stop the longitudinal vibration module 4 and the transverse vibration module 5, so as to minimize the loss of concrete pouring caused by the running mold;

[0098] Step 5: After the concrete is poured, it will form a final set after a period of solidification and curing, and the strength of the concrete will also increase day by day. After the strength of the concrete reaches an appropriate value, the procedures for demoulding and continuing to work forward can be arranged. When the main beam 1 and the main body 2 of the cantilever bridge building machine need to continue to work forward, they often need to move to the newly poured concrete bridge deck. Whether the concrete strength of the newly poured concrete bridge deck can bear the use of the main beam 1 and the main body 2 of the cantilever bridge building machine needs to be checked by measuring the concrete strength. When using the strength measurement module 7 to measure the concrete strength, the assembled transverse hydraulic machine 507 of the transverse vibration module 5 needs to be removed from the transverse long strip square pipe 505, and then relevant components of the strength measurement module 7 are lifted to the already poured and formed bridge deck by a lifting device such as a tower crane. After counting the number of workers, the assembly begins;

[0099] Assemble the strength measurement hydraulic machine signaler 702 to the strength measurement hydraulic machine 701, and then install the strength measurement hydraulic machine 701 to the strength measurement module base 506 of the transverse vibration module 5 through the strength measurement hydraulic machine bolt. Weld the connecting cylinder 704 to the bottom of the strength measurement hydraulic machine thread adapter ring 703 by welding first, then put the cylinder adapter ring 705 on the other end of the connecting cylinder 704, and then connect them with the connecting cylinder bolt. Then weld the strength rebound instrument 715 to the other end of the connecting cylinder 704 by welding. The strip plate 706 also needs to be welded to the cylinder adapter ring 705. The chute and the strip plate 706 are integrally formed. The sliding tenon 707 is welded to the top of the video recorder 708. The power-on button 709, the power-off button 710 and the video recorder signaler 711 are all integrally connected to the video recorder 708. Insert the SD card 712 into the SD card slot of the video recorder 708, and the video recorder battery compartment 713 is also integrally formed with the video recorder 708;

[0100] Insert the cylindrical battery 714 into the battery compartment 713 of the video recorder, then slide the assembled video recorder 708 into the chute through the sliding tenon 707 and connect it to the strip plate 706 through the sliding tenon bolt. The rebound data display strip 716 is welded to the strength rebound instrument 715. Finally, screw the thread adapter ring 703 of the assembled strength measurement hydraulic press onto the strength measurement hydraulic press 701. When measuring the concrete strength, the staff releases a working signal to the signaler 702 of the strength measurement hydraulic press, causing the strength measurement hydraulic press 701 to move up and down, thereby driving the strength rebound instrument 715 to press and rebound the concrete. The video recorder 708 will record the rebound data on the rebound data display strip 716 in real time. The rebound data is recorded in the SD card 712 and is also transmitted to the staff through the video recorder signaler 711. The staff analyzes the data through the data reference comparison table. After multiple rebounds, when the obtained rebound data meets the strength requirements, the main beam 1 and the main body 2 of the cantilever bridge building machine can be moved forward.

[0101] The working principle of the technical solution provided by the present invention is as follows:

[0102] First, all the module components of the mold module 3 are lifted by tower cranes or truck-mounted cranes to the already constructed bridge deck. Then, it is necessary to manually check whether all the components of the mold module 3 are complete. After counting the quantity of each module component, the outer mold 301 is first lifted to the main body 2 of the cantilever bridge-building machine again by a tower crane or other lifting equipment. Then, the reinforcement skeleton 302 is welded to both sides of the outer mold 301 by a tower crane or other lifting equipment again. At the same time, the reinforcing ribs 303 and longitudinal ribs 304 are also welded to the reinforcement skeleton 302 by welding. After welding, the workers assemble the outer mold hydraulic jack 306 and the clamping groove base 307 together by welding. Then, the assembled outer mold hydraulic jack 306 is used to support the outer mold I-beam 305, and the clamping groove base 307 can also be pressed tightly against the main body 2 of the cantilever bridge-building machine. The outer mold hydraulic jack 306 is used to lift the outer mold I-beam 305 to the bottom of the longitudinal rib 304. At the same time, the outer mold I-beam 305 and the longitudinal rib 304 are fixed together by welding. Finally, the outer mold hydraulic jack 306 is used to lift again so that the assembled outer mold 301 is lifted to the ideal height position. Then, the inner mold 308 is lifted into the outer mold 301 by a tower crane or other lifting equipment again. At the same time, the C-shaped skeleton 309 is lifted into the inner mold 308, and the C-shaped skeleton 309 and the inner mold 308 are fixed together by welding. Then, the baffle 313 is installed on the front of the outer mold 301. Then, the inner mold I-beam 311 is also lifted into the inner mold 308 by lifting. At the same time, the suspension cable 312 is assembled to the inner mold I-beam 311, and the other end of the suspension cable 312 is assembled to the main body 2 of the cantilever bridge-building machine, so that the inner mold I-beam 311 is suspended under the traction of the suspension cable 312. Then, the inner mold hydraulic jack 310 is installed on the inner mold I-beam 311. Finally, the inner mold hydraulic jack 310 is used to lift, so that the assembled inner mold 308 is lifted to the ideal height inside the outer mold 301, completing the assembly and use of the mold module 3, and waiting for the subsequent construction steps. After waiting for the steel bar binding to be completed and the steel bar acceptance to be completed, it is necessary to start the concrete pouring work. Before starting the vertical pouring, the workers need to first lift the module components of the longitudinal vibration module 4 to the already poured and formed bridge deck by a tower crane or other equipment. After manually counting the quantity, the longitudinal slide rail 401 is lifted to the main beam 1 and welded to the main beam 1 by welding. Then, the longitudinal tram signal device 403 is assembled to one side of the longitudinal tram 402 on the bridge deck. The connecting column 405 is welded between the longitudinal tram circular base 404 and the strip plate 406 by welding. The welded longitudinal tram circular base 404 is assembled to the bottom of the longitudinal tram 402 by longitudinal tram bolts. Then, the longitudinal hydraulic machine signal device 408 is installed on the longitudinal hydraulic machine 407. The assembled longitudinal hydraulic machine 407 is installed at the bottom of the strip plate 406 by longitudinal hydraulic machine bolts. Then, the longitudinal hydraulic machine thread adapter ring 409 is welded to the top of the longitudinal vibration motor 410 by welding.Assemble the longitudinal vibrating rod 412 and the longitudinal vibrating motor 410 together, then assemble the longitudinal vibrating motor signaler 411 and the longitudinal vibrating timer 417 onto the longitudinal vibrating motor 410. Then weld the longitudinal vibrating rod circular plate 413 to the longitudinal vibrating rod 412. Then weld the longitudinal vibrating rod compression spring 414 between the longitudinal vibrating rod circular plate 413 and the longitudinal vibrating rod trigger rod disc 415. Finally, weld the longitudinal vibrating rod trigger rod 416 to the surface of the longitudinal vibrating rod trigger rod disc 415. Screw the assembled longitudinal hydraulic press thread adapter ring 409 onto the longitudinal hydraulic press 407. When the concrete pouring starts, the operator releases a remote control command to the longitudinal trolley signaler 403 to make the longitudinal trolley 402 move within the longitudinal slide rail 401. After moving to the ideal position, the operator releases a pause command to make the longitudinal trolley 402 stop moving, and at the same time releases an operation command to the longitudinal hydraulic press signaler 408 and the longitudinal vibrating motor signaler 411. After the longitudinal hydraulic press signaler 408 and the longitudinal vibrating motor signaler 411 receive the command, the longitudinal hydraulic press 407 will drive the longitudinal vibrating motor 410 to move downward, and the longitudinal vibrating motor signaler 411 will start the longitudinal vibrating motor 410, thus driving the longitudinal vibrating rod 412 to start the vibrating work. When the longitudinal vibrating rod 412 enters the concrete, the longitudinal vibrating rod trigger rod disc 415 will receive the vertical extrusion of the concrete, causing the longitudinal vibrating rod compression spring 414 to compress, so that the longitudinal vibrating rod trigger rod 416 can be lifted upward, enabling the longitudinal vibrating rod trigger rod 416 to top against the longitudinal vibrating timer 417 and trigger the longitudinal vibrating timer 417 to start timing work. When the timing is completed, the longitudinal vibrating timer 417 will release a stop signal to the operator. After receiving the signal, the operator releases a pause signal to the longitudinal vibrating motor signaler 411 and a lifting signal to the longitudinal hydraulic press signaler 408, thus preventing the phenomenon of over-vibration. When pouring concrete, when assembling the longitudinal vibrating module 4, it is also necessary to use a hoisting device such as a tower crane to hoist the module components of the transverse vibrating module 5 to the already poured and formed bridge deck. After manually counting the number, hoist the transverse slide rail 501 to the inner side of the main beam 1 and weld it to the inner side of the main beam 1 by welding. Then pick up the transverse trolley signaler 503 and assemble it onto the transverse trolley 502. Then weld the transverse long strip square tube 505 to the transverse trolley connecting plate 504 by welding. Install the welded transverse trolley connecting plate 504 onto the transverse trolley 502 through transverse trolley bolts. Weld the strength measurement module base 506 to the front of the transverse long strip square tube 505 in the same way by welding. Then assemble the transverse hydraulic press signaler 508 onto the transverse hydraulic press 507 and install the assembled transverse hydraulic press 507 onto the bottom of the transverse long strip square tube 505 through transverse hydraulic press bolts. Weld the transverse vibrating motor 510 and the transverse hydraulic press thread adapter ring 509 together by welding.Next, assemble the horizontal vibration motor signaler 511 and the horizontal vibration timer 517 to the right and left sides of the surface of the horizontal vibration motor 510 respectively. Assemble the horizontal vibration rod 512 to the bottom of the horizontal vibration motor 510. Then, weld the horizontal vibration rod circular disk 513 to the bottom of the horizontal vibration rod 512. Weld the horizontal vibration rod compression spring 514 between the horizontal vibration rod circular disk 513 and the horizontal vibration rod trigger rod disk 515. Finally, weld the horizontal vibration rod trigger rod 516 to the left side of the surface of the horizontal vibration rod trigger rod disk 515. Finally, screw the assembled horizontal hydraulic machine thread adapter ring 509 onto the horizontal hydraulic machine 507. When pouring the middle section of the concrete on the plate surface, it is necessary to vibrate the poured concrete. At this time, the staff releases a start signal to the horizontal trolley signaler 503, causing the horizontal trolley 502 to move within the horizontal slide rail 501. After moving to the ideal position, the staff releases a stop signal, causing the horizontal trolley 502 to stop moving. At the same time, the staff releases a working signal to the horizontal hydraulic machine signaler 508 and the horizontal vibration motor signaler 511, causing the horizontal hydraulic machine 507 to drive the working horizontal vibration motor 510 to move downward until the horizontal vibration rod 512 penetrates into the concrete. The vertical pressure of the concrete will cause the horizontal vibration rod trigger rod disk 515 to move towards the horizontal vibration rod circular disk 513, thereby compressing the horizontal vibration rod compression spring 514. At the same time, the horizontal vibration rod trigger rod 516 will also move towards the horizontal vibration timer 517. After the horizontal vibration rod trigger rod 516 touches the horizontal vibration timer 517, the horizontal vibration timer 517 starts timing. After the timing is completed, the horizontal vibration timer 517 will release a stop signal to the staff. After receiving the stop signal, the staff will release a stop signal to the horizontal vibration motor signaler 511, causing the horizontal vibration motor 510 to stop working. At the same time, an upward movement signal is released to the horizontal hydraulic machine signaler 508, causing the horizontal hydraulic machine 507 to move upward, driving the horizontal vibration motor 510 to move upward to prevent over-vibration. When pouring concrete, the baffle 313 on the mold module 3 may cause the phenomenon of formwork displacement due to insufficient reinforcement during the extrusion of concrete. The occurrence of formwork displacement will cause the rapid loss of concrete. Therefore, when the baffle 313 is assembled to the front of the outer mold 301 of the mold module 3, the relevant components of the balance warning module 6 are also lifted to the bridge surface after pouring and forming using a tower crane or other lifting equipment. After manually counting the quantity, assembly can be carried out. First, assemble the balance pipe 602, the warning horn 603, and the warning host signaler 604 to the balance warning host 601. The warning trigger 606 is welded to the balance pipe bolt 605, and the trigger spring base 607 is welded to the warning trigger 606 by welding. The warning trigger button 608 is integrally connected to the warning trigger 606.The trigger spring 609 is welded between the warning trigger plate 610 and the trigger spring base 607 by welding. The warning trigger rod 611 is welded to the warning trigger plate 610. First, the assembled balance pipe threaded bolt 605 is screwed into the balance pipe threaded hole at one end of the balance pipe 602, and then liquid is injected into the balance pipe 602. After waiting for the liquid injection to be completed, the assembled balance pipe threaded bolt 605 is screwed into the balance pipe threaded hole at the other end of the balance pipe 602 for sealing. Then, the data cable 612 is inserted between the balance pipe threaded bolt 605 and the data cable slot of the balance warning host 601 to achieve data intercommunication. The strip battery compartment 613 and the balance warning host 601 are integrally formed. The pulling handle 615 is integrally connected to the strip battery 614. The strip battery 614 is inserted into the strip battery compartment 613. Finally, the warning host connection threaded plate 616 is welded to both sides of the balance warning host 601 and is installed on the baffle 313 of the mold module 3 by using the warning host connection bolt. When the baffle 313 has a flashover phenomenon, the balance warning host 601 on the baffle 313 will also tilt accordingly, causing the liquid in the balance pipe 602 to tilt towards one end of the balance pipe 602. The warning trigger plate 610 is squeezed, and the trigger spring 609 is compressed, so that the warning trigger rod 611 will move towards the warning trigger button 608 of the warning trigger 606 until the warning trigger rod 611 abuts against the warning trigger button 608, causing the warning trigger 606 to trigger an alarm. The triggered alarm signal will be transmitted to the balance warning host 601 through the data cable 612. The balance warning host 601 will emit an alarm through the warning horn 603 to prompt that the concrete pouring should stop. At the same time, it also releases an immediate stop construction signal to the staff through the warning host signaler 604 to stop the work of the longitudinal vibration module 4 and the transverse vibration module 5, thereby minimizing the loss caused by concrete pouring due to flashover as much as possible. After the concrete is poured, the concrete will form a final set after a period of solidification and curing, and the strength of the concrete will also increase day by day. When the strength of the concrete reaches an appropriate value, the procedures for demolding and continuing to work forward can be arranged. When the main beam 1 and the main body 2 of the cantilever bridge building machine need to continue to work forward, they often need to move the main beam 1 and the main body 2 of the cantilever bridge building machine to the newly poured concrete bridge deck. Whether the concrete strength of the newly poured concrete bridge deck can bear the use of the main beam 1 and the main body 2 of the cantilever bridge building machine needs to be checked by measuring the concrete strength. When using the strength measurement module 7 to measure the concrete strength, the assembled transverse hydraulic machine 507 of the transverse vibration module 5 needs to be removed from the transverse long square pipe 505, and then the relevant components of the strength measurement module 7 are lifted to the already poured and formed bridge deck by using a lifting device such as a tower crane. After counting the number of personnel, the assembly begins. The strength measurement hydraulic machine signaler 702 is assembled to the strength measurement hydraulic machine 701.Then, the strength measurement hydraulic press 701 is installed on the strength measurement module base 506 of the transverse vibration module 5 through the strength measurement hydraulic press bolts. The connecting cylinder 704 is first welded to the bottom of the strength measurement hydraulic press thread adapter ring 703 by welding. Then, the cylindrical adapter ring 705 is sleeved onto the connecting cylinder 704 from the other end of the connecting cylinder 704. Then, it is connected by the connecting cylinder bolts, and the strength rebound instrument 715 is welded to the other end of the connecting cylinder 704 by welding. The strip plate 706 also needs to be welded to the cylindrical adapter ring 705. The chute and the strip plate 706 are integrally formed. The sliding tenon 707 is welded to the top of the video recorder 708. The power-on button 709, the power-off button 710, and the video recorder signaler 711 are all integrally connected to the video recorder 708. The SD card 712 is inserted into the SD card slot of the video recorder 708. The video recorder battery compartment 713 is also integrally formed with the video recorder 708. The cylindrical battery 714 is inserted into the video recorder battery compartment 713. Then, the assembled video recorder 708 is slid into the chute through the sliding tenon 707 and connected to the strip plate 706 by the sliding tenon bolts. The rebound data display bar 716 is welded to the strength rebound instrument 715. Finally, the assembled strength measurement hydraulic press thread adapter ring 703 is screwed onto the strength measurement hydraulic press 701. When measuring the concrete strength, the staff releases a working signal to the strength measurement hydraulic press signaler 702, causing the strength measurement hydraulic press 701 to move up and down, thereby driving the strength rebound instrument 715 to press and rebound the concrete. The video recorder 708 will record the rebound data on the rebound data display bar 716 in real time. The rebound data is recorded into the SD card 712 and is also transmitted to the staff through the video recorder signaler 711. The staff analyzes the data through the data reference comparison table. After multiple rebounds, when the obtained rebound data meets the strength requirements, the main beam 1 and the main body 2 of the cantilever bridge building machine can be moved forward.

[0103] The present invention covers any substitutions, modifications, equivalent methods, and solutions made within the essence and scope of the present invention. To enable the public to have a thorough understanding of the present invention, specific details are described in detail in the following preferred embodiments of the present invention. However, those skilled in the art can fully understand the present invention without these detailed descriptions. Additionally, well-known methods, processes, procedures, components, and circuits are not described in detail to avoid unnecessary confusion to the essence of the present invention.

[0104] The above are only the preferred embodiments of the present invention. It should be noted that for those of ordinary skill in the art, without departing from the principle of the present invention, several improvements and refinements can be made, and these improvements and refinements should also be regarded as the protection scope of the present invention.

Claims

1. A suspended concrete bridge-building machine that can assist in construction and a method of using the machine, characterized in that: It comprises a main beam, a main body of a suspended grouting bridge-building machine is arranged on the surface of the main beam, a mold module is arranged on the inner wall of the main body of the suspended grouting bridge-building machine, a longitudinal vibration module is arranged on the outer wall of the main beam, a transverse vibration module is arranged on the inner wall of the main beam, a balance warning module is arranged on the top and bottom of the mold module, and a strength measurement module is arranged on the bottom of the transverse vibration module; The balance warning module includes a balance warning host, and the top of the balance warning host is provided with a balance pipe, a warning speaker and a warning host signaler in order from top to bottom; a balance pipe threaded hole is provided at one end of the balance pipe, and a balance pipe threaded bolt is threadedly connected to the inner wall of the balance pipe threaded hole, and a warning trigger is fixedly connected to one end of the balance pipe threaded bolt, and a trigger spring base and a warning trigger button are provided in order from left to right on the front of the warning trigger, a trigger spring hole is provided at one end of the trigger spring base, and a trigger spring is fixedly connected to the inner wall of the trigger spring hole, and a warning trigger plate is fixedly connected to one end of the trigger spring; One end of the early warning trigger plate is fixedly connected to a early warning trigger rod, the other end of the balance pipe threaded bolt is provided with a data cable groove, the inner wall of the data cable groove is installed with a data cable, and the balance pipe threaded bolt is installed with a balance early warning host through the data cable, the front of the balance early warning host is fixedly connected to a bar battery compartment, the inner wall of the bar battery compartment is installed with a bar battery, one side of the bar battery is fixedly connected to a pulling hand, and both sides of the balance early warning host are fixedly connected with early warning host connecting threaded plates, and the early warning host connecting threaded plates are threadedly connected to the mold module through the early warning host connecting bolts.

2. The suspended grouting bridge-building machine capable of assisting construction and the method of using the same according to claim, characterized in that: The mold module includes an outer mold, and reinforcement frames are fixedly connected on both sides of the outer mold. Reinforcement ribs and longitudinal ribs are fixedly connected to one side of the reinforcement frame in sequence from top to bottom. The bottom of the longitudinal rib is fixedly connected to an outer mold I-beam, and an outer mold hydraulic top is installed at the bottom of the outer mold I-beam. The bottom of the outer mold hydraulic top is fixedly connected to a slot base.

3. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 2, characterized in that: The inner wall of the outer mold is installed with an inner mold, the inner wall of the inner mold is fixedly connected with a C-shaped frame, the bottom of the C-shaped frame is installed with an inner mold hydraulic top, the bottom of the inner mold hydraulic top is installed with an inner mold I-beam, the top of the inner mold I-beam is provided with a suspension steel cable, the inner mold I-beam is installed with a suspended grouting bridge-building machine body through the suspension steel cable, and the outer mold is threadedly connected with a baffle through a baffle bolt.

4. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 1, characterized in that: The longitudinal vibration module includes a longitudinal slide rail, a longitudinal tram is installed on the inner wall of the longitudinal slide rail, a longitudinal tram signaler is provided on one side of the longitudinal tram, the bottom of the longitudinal tram is threadedly connected to the longitudinal tram circular base through a longitudinal tram bolt, the bottom of the longitudinal tram circular base is fixedly connected to a connecting column, the bottom of the connecting column is fixedly connected to a strip plate, the bottom of the strip plate is threadedly connected to the longitudinal hydraulic press through a longitudinal hydraulic press bolt, a longitudinal hydraulic press signaler is provided on one side of the longitudinal hydraulic press, and one end of the longitudinal hydraulic press signaler is threadedly connected to a longitudinal hydraulic press threaded adapter ring.

5. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 4, characterized in that: A longitudinal vibrating motor is fixedly connected to the bottom of the longitudinal hydraulic press threaded adapter ring, a longitudinal vibrating motor signaler is fixedly connected to the right surface of the longitudinal vibrating motor, a longitudinal vibrating rod is provided at the bottom of the longitudinal vibrating motor, a longitudinal vibrating rod circular plate is fixedly connected to the bottom of the longitudinal vibrating rod, a longitudinal vibrating rod extrusion spring is fixedly connected to the bottom of the longitudinal vibrating rod extrusion spring, a longitudinal vibrating rod trigger rod disk is fixedly connected to the surface of the longitudinal vibrating rod trigger rod disk, and a longitudinal vibrating rod trigger rod is fixedly connected to the left surface of the longitudinal vibrating motor.

6. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 1, characterized in that: The transverse vibration module includes a transverse slide rail, a transverse tram is installed on the inner wall of the transverse slide rail, a transverse tram signaler is provided on the front of the transverse tram, the transverse tram is threadedly connected to the transverse tram connecting plate through transverse tram bolts, a transverse long square tube is fixedly connected to the inner side of the transverse tram connecting plate, a strength measurement module base is fixedly connected to the front of the transverse long square tube, the bottom of the transverse long square tube is threadedly connected to the transverse hydraulic press through transverse hydraulic press bolts, a transverse hydraulic press signaler is provided on one side of the transverse hydraulic press, and a transverse hydraulic press threaded adapter ring is threadedly connected to one end of the transverse hydraulic press.

7. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 6, characterized in that: A transverse vibrating motor is fixedly connected to the bottom of the transverse hydraulic press threaded adapter ring, a transverse vibrating motor signaler is provided on the right side surface of the transverse vibrating motor, a transverse vibrating rod is provided at the bottom of the transverse vibrating motor, a transverse vibrating rod circular disk is fixedly connected to the bottom of the transverse vibrating rod, a transverse vibrating rod extrusion spring is fixedly connected to the bottom of the transverse vibrating rod extrusion spring, a transverse vibrating rod trigger rod disk is fixedly connected to the surface of the transverse vibrating rod trigger rod disk, and a transverse vibrating rod trigger rod is fixedly connected to the left side surface of the transverse vibrating motor.

8. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 1, characterized in that: The strength measuring module includes a strength measuring hydraulic press, which is threadedly connected to a transverse vibration module through a strength measuring hydraulic press bolt. A strength measuring hydraulic press signaler is provided on the front of the strength measuring hydraulic press. One end of the strength measuring hydraulic press is threadedly connected to a strength measuring hydraulic press threaded adapter ring. The bottom of the strength measuring hydraulic press threaded adapter ring is fixedly connected to a connecting cylinder. The connecting cylinder is threadedly connected to a cylindrical adapter ring through a connecting cylinder bolt. The surface of the cylindrical adapter ring is fixedly connected to a strip plate.

9. The suspended concrete bridge-building machine capable of assisting construction and the method of using the same according to claim 8, characterized in that: A sliding groove is provided on one side of the strip plate, a sliding tenon is slidably connected to the inner wall of the sliding groove, the sliding tenon is threadedly connected to the strip plate through a sliding tenon bolt, a video recorder is provided at the bottom of the sliding tenon, a power button, a power off button and a video recorder annunciator are provided on one side of the video recorder from top to bottom, an SD card slot is provided on the front of the video recorder, an SD card is installed on the inner wall of the SD card slot, a video recorder battery compartment is fixedly connected to the front of the video recorder, a cylindrical battery is installed on the inner wall of the video recorder battery compartment, a strength rebound tester is fixedly connected to the bottom of the connecting cylinder, and a rebound data display strip is fixedly connected to the surface of the strength rebound tester.

10. The method for using the suspended concrete bridge-building machine and the method for using the machine as claimed in claim 1, characterized in that: The following steps are involved: Step 1: Lift all the module parts of the mold module to the built bridge deck through tower crane or automobile chandelier lifting equipment, and then manually check whether all the parts of the mold module are complete. After counting the number of parts of each module, lift the outer mold to the main body of the suspended bridge-building machine through tower crane and other lifting equipment again, and then weld the reinforcement skeleton to both sides of the outer mold through tower crane and other lifting equipment again, and also weld the reinforcing ribs and longitudinal ribs to the reinforcement skeleton by welding. After welding, the workers use welding to assemble the outer mold hydraulic top and the slot base together, and then use the assembled outer mold hydraulic top to support the outer mold I-beam, so that the slot base can also be pressed against the main body of the suspended bridge-building machine, and use the outer mold hydraulic top to lift the outer mold I-beam to the bottom of the longitudinal rib, and also use welding to fix the outer mold I-beam and the longitudinal rib together, and finally use the outer mold hydraulic top to lift the assembled outer mold to the ideal height position; Then use the tower crane and other lifting equipment to lift the inner mold into the outer mold again, lift the C-shaped frame into the inner mold, and fix the C-shaped frame and the inner mold together by welding, then install the baffle on the front of the outer mold, and then lift the inner mold I-beam into the inner mold by lifting, and assemble the suspension cable to the inner mold I-beam, and assemble the other end of the suspension cable to the main body of the suspended bridge-building machine, so that the inner mold I-beam is suspended under the traction of the suspension cable, and then install the inner mold hydraulic jack to the inner mold I-beam, and finally use the inner mold hydraulic jack to lift, so that the assembled inner mold is lifted to the ideal height in the outer mold, completing the assembly and use of the mold module, waiting for the subsequent construction steps; Step 2. After waiting for the completion of steel bar binding and steel bar acceptance, it is necessary to start the concrete pouring work. Before starting the vertical pouring, the workers need to first lift the module components of the longitudinal vibration module to the already cast bridge deck through tower cranes and other equipment. After manually counting the number, the longitudinal slide rail is lifted to the main beam and welded to the main beam. Then, the longitudinal tram signaler is assembled to one side of the longitudinal tram on the bridge deck, and the connecting column is welded between the circular base of the longitudinal tram and the strip plate. The welded circular base of the longitudinal tram is assembled to the bottom of the longitudinal tram through the longitudinal tram bolts, and then the longitudinal hydraulic press signaler is installed on the longitudinal hydraulic press, and the assembled longitudinal hydraulic press is installed to the bottom of the strip plate through the longitudinal hydraulic press bolts, and then the longitudinal hydraulic press threaded adapter ring is welded to the top of the longitudinal vibration motor; Assemble the longitudinal vibrating rod and the longitudinal vibrating motor together, then assemble the longitudinal vibrating motor signaler and the longitudinal vibrating timer onto the longitudinal vibrating motor, then weld the longitudinal vibrating rod circular plate onto the longitudinal vibrating rod, then weld the longitudinal vibrating rod extrusion spring between the longitudinal vibrating rod circular plate and the longitudinal vibrating rod trigger rod circular disc, finally weld the longitudinal vibrating rod trigger rod onto the surface of the longitudinal vibrating rod trigger rod circular disc, screw the assembled longitudinal hydraulic press threaded adapter ring onto the longitudinal hydraulic press, when concrete pouring begins, the staff releases a remote control command to the longitudinal tram signaler to make the longitudinal tram move in the longitudinal slide rail, after moving to the ideal position, the staff releases a pause command to stop the longitudinal tram from moving, and simultaneously releases an operation command to the longitudinal hydraulic press signaler and the longitudinal vibrating motor signaler; After the longitudinal hydraulic machine signal device and the longitudinal vibrating motor signal device receive the command, the longitudinal hydraulic machine will drive the longitudinal vibrating motor to move downward, and the longitudinal vibrating motor signal device will start the longitudinal vibrating motor, thereby driving the longitudinal vibrating rod to start vibrating. When the longitudinal vibrating rod enters the concrete, the longitudinal vibrating rod trigger rod disc will be squeezed vertically by the concrete, so that the longitudinal vibrating rod squeezing spring is compressed, so that the longitudinal vibrating rod trigger rod can be lifted upward, so that the longitudinal vibrating rod trigger rod can hit the longitudinal vibrating timer and trigger the longitudinal vibrating timer to start timing. When the timing is completed, the longitudinal vibrating timer will release a stop signal to the worker. After receiving the signal, the worker releases a pause signal to the longitudinal vibrating motor signal device and a lifting signal to the longitudinal hydraulic machine signal device, thereby preventing over-vibration. Step 3, when pouring concrete and assembling the longitudinal vibration module, it is also necessary to use a tower crane and other lifting equipment to lift the module components of the transverse vibration module to the bridge deck that has been cast and formed. After manual counting, lift the transverse slide rail to the inner side of the main beam and weld it to the inner side of the main beam. Then pick up the transverse tram signaler and assemble it to the transverse tram. Then weld the transverse long square tube to the transverse tram connecting plate by welding, install the welded transverse tram connecting plate to the transverse tram through the transverse tram bolts, and weld the strength measurement module base to the front of the transverse long square tube by welding. Then assemble the transverse hydraulic press signaler to the transverse hydraulic press, and install the assembled transverse hydraulic press to the bottom of the transverse long square tube through the transverse hydraulic press bolts. The transverse vibrating motor and the transverse hydraulic press threaded adapter ring are welded together, and then the transverse vibrating motor signaler and the transverse vibrating timer are respectively assembled to the right and left sides of the surface of the transverse vibrating motor, and the transverse vibrating rod is assembled to the bottom of the transverse vibrating motor, and then the transverse vibrating rod circular disk is welded to the bottom of the transverse vibrating rod, and the transverse vibrating rod extrusion spring is welded between the transverse vibrating rod circular disk and the transverse vibrating rod trigger rod circular disk, and finally the transverse vibrating rod trigger rod is welded to the left side of the transverse vibrating rod trigger rod circular disk surface, and finally the assembled transverse hydraulic press threaded adapter ring is screwed onto the transverse hydraulic press. When pouring the middle section of the slab concrete, the poured concrete needs to be vibrated. At this time, the staff releases the start signal to the transverse tram signaler, so that the transverse tram moves in the transverse slide rail. After moving to the ideal position, the staff releases the stop signal to stop the movement of the transverse tram. At the same time, the staff releases working signals to the transverse hydraulic press signal device and the transverse vibrating motor signal device, so that the transverse hydraulic press drives the working transverse vibrating motor to move downward until the transverse vibrating rod is pressed into the concrete, and the vertical pressure of the concrete will cause the transverse vibrating rod trigger rod disc to move toward the transverse vibrating rod circular disc, thereby compressing the transverse vibrating rod extrusion spring. At the same time, the transverse vibrating rod trigger rod will also move toward the transverse vibrating timer. After the transverse vibrating rod trigger rod touches the transverse vibrating timer, the transverse vibrating timer timing starts. After the timing is completed, the transverse vibrating timer will release a stop signal to the staff. After receiving the stop signal, the staff will release a stop signal to the transverse vibrating motor signal device, so that the transverse vibrating motor stops working. At the same time, an upward movement signal is released to the transverse hydraulic press signal device, so that the transverse hydraulic press moves upward, driving the transverse vibrating motor to move upward, to prevent over-vibration. Step 4: When pouring concrete, the baffle on the mold module may cause the mold to run out when the concrete is squeezed due to loose reinforcement. The occurrence of mold running will cause the concrete to be lost rapidly. Therefore, when the baffle is assembled to the front of the outer mold of the mold module, the relevant components of the balance warning module are also lifted to the bridge deck after pouring and forming by using tower cranes and other lifting equipment. After manual counting, they can be assembled. The balance pipe, warning horn and warning host signal are first assembled to the balance warning host, and the warning trigger is welded to the balance pipe threaded bolt, the trigger spring base is welded to the warning trigger by welding, and the warning trigger button is connected to the warning trigger. The trigger spring is welded to the middle of the warning trigger plate and the trigger spring base by welding, and the warning trigger rod is welded to the warning trigger plate; First, screw the assembled balance pipe threaded bolt into the balance pipe threaded hole at one end of the balance pipe, and then inject liquid into the balance pipe. After waiting for the liquid injection to be completed, screw the assembled balance pipe threaded bolt into the balance pipe threaded hole at the other end of the balance pipe for sealing. Then insert the data line between the balance pipe threaded bolt and the data line slot of the balance warning host to achieve data intercommunication. The bar battery compartment and the balance warning host are integrally formed, and the puller and the bar battery are integrally connected. Insert the bar battery into the bar battery compartment. Finally, weld the warning host connection threaded plate to both sides of the balance warning host, and use the warning host connection bolts to install it on the baffle of the mold module. When the baffle runs out of the mold, the balance warning host on the baffle will also tilt accordingly, causing the liquid in the balance pipe to tilt toward one end of the balance pipe. The early warning trigger plate is squeezed and the trigger spring is compressed, so that the early warning trigger rod moves toward the early warning trigger button of the early warning trigger until the early warning trigger rod presses against the early warning trigger button, so that the early warning trigger triggers the alarm. The triggered alarm signal is transmitted to the balance early warning host through the data line. The balance early warning host will sound an alarm through the early warning speaker to prompt that the concrete pouring should be stopped. At the same time, the early warning host signal device will release an immediate stop construction signal to the staff to stop the longitudinal vibration module and the transverse vibration module, so as to minimize the loss of concrete pouring caused by the running mold; Step 5. After the concrete pouring is completed, the concrete will form a final setting after a period of solidification and curing, and the strength of the concrete will also increase day by day. After the concrete strength reaches an appropriate value, the demoulding and forward working procedures can be arranged. When the main beam and the main body of the suspended grouting bridge-building machine need to continue to work forward, the main beam and the main body of the suspended grouting bridge-building machine often need to be moved to the newly poured concrete bridge deck. Whether the concrete strength of the newly poured concrete bridge deck can bear the use of the main beam and the main body of the suspended grouting bridge-building machine needs to be inspected and accepted through the strength measurement of the concrete. When using the strength measurement module to measure the concrete strength, the assembled horizontal hydraulic press of the horizontal vibration module needs to be unloaded from the horizontal long square tube, and then the relevant components of the strength measurement module are hoisted to the already cast bridge deck using tower cranes and other lifting equipment. After the number of manual labor is counted, assembly begins; Assemble the strength measuring hydraulic press signal device to the strength measuring hydraulic press, and then install the strength measuring hydraulic press to the strength measuring module base of the transverse vibration module through the strength measuring hydraulic press bolts, weld the connecting cylinder to the bottom of the threaded adapter ring of the strength measuring hydraulic press by welding, and then put the cylindrical adapter ring on the connecting cylinder from the other end of the connecting cylinder, and then use the connecting cylinder bolts to connect, and then weld the strength rebound tester to the other end of the connecting cylinder by welding, and the strip plate also needs to be welded to the cylindrical adapter ring, the slide groove and the strip plate are integrally formed, and the sliding tenon is welded to the top of the video recorder, the power on button, the power off button and the video recorder signal device are all connected to the video recorder, insert the SD card into the SD card slot of the video recorder, and the video recorder battery compartment is also integrally formed with the video recorder; Insert the cylindrical battery into the battery compartment of the video recorder, then slide the assembled video recorder into the slide groove through the sliding tenon, and connect it to the strip plate through the sliding tenon bolt. The rebound data display strip is welded to the strength rebound tester, and finally the assembled strength measurement hydraulic press threaded adapter ring is screwed onto the strength measurement hydraulic press. When measuring the concrete strength, the staff releases the working signal to the strength measurement hydraulic press signal device, so that the strength measurement hydraulic press starts to move up and down, thereby driving the strength rebound tester to press and rebound the concrete. The video recorder records the rebound data on the rebound data display strip in real time, and the rebound data is recorded in the SD card. At the same time, it will also be transmitted to the staff through the video recorder signal device. The staff analyzes the data through the data reference comparison table. After multiple rebounds, the main beam and the main body of the suspended grouting bridge construction machine can be moved forward when the rebound data reaches the strength requirement.

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