Three-in-one type formwork reinforcing device and using method thereof

Abstract

The invention discloses a three-in-one formwork reinforcing device and a using method thereof, and relates to the technical field of formwork reinforcing devices. Comprising an auxiliary reinforcing device, a formwork body, a reinforcing assembly, a vibration adjuster, a fixing block and a split bolt, the vibration adjuster is used for driving an energy absorption steel ball to slide in an energy absorption shell in a reciprocating mode, the formwork is rapidly separated from bonded concrete through vibration, and the purpose of rapid demolding is achieved; the energy-absorbing steel balls are used for absorbing impact force borne by the energy-absorbing reinforcing plate and the formwork body, loads of the energy-absorbing reinforcing plate and the formwork body are reduced, the impact force is converted into kinetic energy to drive the energy-absorbing shell to vibrate, and concrete around the formwork body is compacted through vibration. The gravel detection table and the seepage detection table are matched with each other, leakage is screened, the leakage amount is monitored in real time through the detector and the second detector, and when the leakage amount exceeds the standard, the control system reinforces the formwork by controlling the auxiliary reinforcing device.

Description

Technical Field

[0001] The invention relates to the technical field of template reinforcement devices, and in particular to a three-in-one template reinforcement device and a use method thereof. Background Art

[0002] Formwork engineering refers to the engineering that supports and protects the concrete pouring, steel bar binding and other processes of the building structure at the construction site according to the architectural design requirements and standards. It mainly includes the processes of setting up the formwork, installing the support system, and removing the formwork. The construction quality of the formwork engineering directly affects the level, flatness and geometric accuracy of the building.

[0003] Formwork construction is the core link of construction projects. However, most of the current formwork erection is completed by workers using handheld machines. This method is not only inefficient, but also highly dependent on the quality of the workers. The existing formwork reinforcement device can only perform quality inspection before concrete pouring. It cannot be dynamically adjusted during the pouring process, and it is impossible to detect the stress of the formwork in real time. When leakage occurs at the junction of the formwork, it is difficult to observe it in the first time. When the formwork is removed, problems such as adhesion between the concrete and the formwork surface often occur, damaging the outer layer of the component, and it is impossible to achieve the three-in-one reinforcement control of the formwork before, during and after pouring. Summary of the invention

[0004] The object of the present invention is to provide a three-in-one formwork reinforcement device and a method of using the same to solve the problems raised in the prior art.

[0005] To achieve the above-mentioned objectives, the present invention provides the following technical solutions: a three-in-one formwork reinforcement device, comprising an auxiliary reinforcement device, a formwork body, tension bolts and a reinforcement assembly, wherein the reinforcement assembly is installed on the outer surface of the formwork body, a fixing block is installed between the reinforcement assemblies, the tension bolts penetrate the reinforcement device and are installed on the fixing block, a vibration regulator is installed on the reinforcement assembly, the auxiliary reinforcement device is arranged on the outside of the formwork body, and connecting parts are provided between the fixing blocks; the reinforcement assembly comprises an energy-absorbing reinforcement plate, a leakage detector is installed on one side of the energy-absorbing reinforcement plate, a plurality of leakage detectors are installed on the energy-absorbing reinforcement plate, the energy-absorbing reinforcement plates are connected by fixing blocks, the energy-absorbing reinforcement plates are installed on the formwork body, the tension bolts penetrate the energy-absorbing reinforcement plate, and a vibration regulator is installed on the energy-absorbing reinforcement plate.

[0006] The template reinforcement device is externally connected to a control system, which is used to control the entire template reinforcement device; the fixed blocks are connected by connecting pieces to form a complete whole, so that the reinforcement components of each layer cannot slide up and down.

[0007] The energy-absorbing reinforcement plate includes a reinforcement strip, side wing plates are symmetrically arranged on both sides of the reinforcement strip, a reinforcement block is arranged between the side wing plate and the reinforcement strip, tension holes are arranged at both ends of the reinforcement strip, tension bolts pass through the reinforcement strip through the tension holes, a plurality of first curved channels are arranged on the reinforcement strip, the reinforcement plates are connected by reinforcement blocks, the reinforcement plates and the side wing plates are both installed on the template body, a leakage detector is installed on one side of the reinforcement strip, and a vibration regulator is installed on the reinforcement strip.

[0008] The energy absorption detector includes an energy absorption shell and an energy absorption steel ball. The energy absorption shell is installed on the reinforcement strip. A second curved channel is provided in the energy absorption shell. The second curved channel is connected with the first curved channel. The energy absorption steel ball is located in the first curved channel. A detection shell is installed at one end of the energy absorption shell. A sliding pressure plate is slidably installed in the detection shell. A sliding push rod is installed at the center of the sliding pressure plate. A sliding push head is installed at one end of the sliding push rod. A sliding groove is provided on the detection shell. An adjusting push rod is slidably installed in the detection shell through the sliding groove. An energy absorption spring is installed between the adjusting push rod and the sliding pressure plate. A first piezoelectric element is installed on the adjusting push rod. The detection shell is connected with the inside of the energy absorption shell.

[0009] The adjusting push rod is composed of a cylindrical compression block and a connecting rod. The compression block is slidably installed in a slide groove inside the detection shell. The connecting rod connects the compression block in series as a whole. The first piezoelectric element is installed on the compression block.

[0010] When pouring concrete, the concrete falls quickly and impacts the formwork. When the impact force is transmitted to the energy-absorbing reinforcement plate through the formwork, part of the impact force is converted into kinetic energy by the energy-absorbing steel balls. The steel balls absorb the kinetic energy to reduce the load of the energy-absorbing reinforcement plate. The energy-absorbing steel balls absorb the kinetic energy and slide from the first curved channel to the second curved channel. When the energy-absorbing steel balls slide, they collide with the channel walls of the first curved channel and the second curved channel. The continuous collisions consume part of the kinetic energy of the energy-absorbing steel balls and cause the detection shell to vibrate continuously. The detection shell transmits part of the vibration to the inside of the formwork body through the energy-absorbing reinforcement plate. The concrete in contact with the formwork body is It becomes denser under vibration to prevent quality problems such as honeycomb and pockmarks when demolding; the remaining kinetic energy of the energy-absorbing steel ball drives the sliding push rod to slide through the sliding push head, and the sliding push rod compresses the energy-absorbing spring through the sliding pressing plate until the kinetic energy of the energy-absorbing steel ball is completely consumed, and then the energy-absorbing spring rebounds and drives the sliding push rod to slide in the opposite direction. The energy-absorbing steel ball slides in the opposite direction under the push of its own gravity and the sliding push head, and the reverse sliding drives the energy-absorbing shell to vibrate again until the energy-absorbing steel ball collides with the energy-absorbing reinforcement plate, and the collision offsets the impact force transmitted by the template, and causes the energy-absorbing steel ball to slide back again, and so on and so forth, to achieve energy-absorbing protection for the energy-absorbing reinforcement plate;

[0011] The leakage detector includes a collecting box, which is installed on one side of the reinforcement strip. A sand and gravel detection platform and a seepage detection platform are slidably installed in the collection box, respectively. Screening holes are provided on the sand and gravel detection platform. A first detector is installed between the sand and gravel detection platform and the collecting box, and a second detector is installed between the seepage detection platform and the collecting box. The first detector passes through the seepage detection platform, and the seepage detection platform is slidably connected to the first detector. The seepage detection platform is located below the sand and gravel detection platform.

[0012] The first detector includes a measuring rod housing, a detecting rod is slidably mounted in the measuring rod housing, a second piezoelectric element is mounted at the bottom of the measuring rod housing, a conducting sheet is slidably mounted inside the detecting housing, a detecting spring is mounted between the transmission sheet and the detecting rod, and the conducting sheet is located above the second piezoelectric element. The second detector has the same internal structure as the first detector.

[0013] When leakage occurs during pouring, the leakage falls from the template connection and enters the collection box. When the leakage is mortar, it will fall from the screening holes of the sand and gravel detection table and fall onto the seepage detection table. When the leakage is concrete, the coarse aggregate in the concrete will remain on the sand and gravel detection table, and the fine aggregate such as mortar in the concrete will fall onto the seepage detection table. As the coarse aggregate accumulates, the sand and gravel detection table sinks, and the sand and gravel detection table drives the detection rod to compress the detection spring. The detection spring is compressed and applies pressure to the conductive sheet. The conductive sheet squeezes the second piezoelectric element, and the second piezoelectric element is compressed to generate current. After the control system receives the current signal, it judges the strength of the current signal. The weight of the coarse aggregate is measured. When the weight of the coarse aggregate continues to increase, it indicates that a large gap appears between the formwork bodies and the concrete inside the formwork bodies is continuously leaking. At this time, the control system turns on the auxiliary reinforcement device to reinforce the formwork and, at the same time, issues an alarm to the staff. Similarly, the second detector is used to detect the weight of the fine aggregate and mortar on the seepage detection table. If only the weight of the seepage detection table changes at this time, it indicates that the gap between the formwork bodies is small or the fluidity of the concrete is too large. After investigation, the staff can use the auxiliary reinforcement device to reinforce the formwork or inspect the quality of the concrete, so as to gradually find the cause of the leakage.

[0014] The vibration regulator includes an adjustment base plate and a driving motor. The adjustment base plate is installed on the reinforcement bar. The electric telescopic rod is symmetrically installed on the adjustment base plate. The output shaft of the electric telescopic rod is installed with an adjustment pressure block. The adjustment pressure block is provided with a slot. The adjustment pressure block is engaged with the adjustment push rod through the slot. The output shaft of the driving motor passes through the adjustment base plate and is installed with a rotating rod. A connecting rod is rotatably installed at one end of the rotating rod. A magnet slide is rotatably installed at one end of the connecting rod. The magnet slide is slidably connected to the adjustment base plate, and an electromagnet is installed on the magnet slide.

[0015] The adjusting base plate is detachable. There is no need to install the vibration regulator on the energy absorbing reinforcement plate when pouring concrete. When the concrete column reaches the demolding standard, the vibration regulator is installed on the energy absorbing reinforcement plate so that the energy absorbing shell is located in the groove of the electromagnet.

[0016] When the pouring is completed and meets the demolding standards, the staff will install the vibration regulator in place. After that, the control system starts the drive motor. The output shaft of the drive motor drives the rotating rod to rotate. The rotating rod drives the magnet slide to slide back and forth on the adjustment base plate through the connecting rod. The electromagnet follows the magnet slide to slide back and forth. The control system energizes the electromagnet to make the electromagnet magnetic. The electromagnet absorbs and drives the energy-absorbing steel ball to slide in the energy-absorbing shell. According to the above principle, the energy-absorbing steel ball drives the energy-absorbing shell to vibrate, and the vibration is transmitted to the formwork, so that the formwork is quickly separated from the bonded concrete through vibration. When the energy-absorbing steel ball drives the sliding push rod to slide a certain distance, the control system cuts off the power to the electromagnet according to the preset time. Magnetism, at this time, the energy-absorbing spring drives the energy-absorbing steel ball to quickly return and slide through the sliding push head on the sliding push rod, so that the energy-absorbing shell vibrates again, and this cycle is repeated, so that the energy-absorbing shell continuously drives the template to vibrate, so as to achieve the purpose of rapid demoulding; the control system can turn on the electric telescopic rod, and the output shaft of the electric telescopic rod drives the adjusting pressure block to push the adjusting push rod, and the adjusting push rod compresses the energy-absorbing spring. After the energy-absorbing spring is compressed, the energy-absorbing steel ball requires greater kinetic energy to drive the energy-absorbing spring to be compressed. On the contrary, when the energy-absorbing steel ball returns and slides, the elastic force it receives is greater, and the sliding speed of the energy-absorbing steel ball is accelerated, thereby increasing the vibration frequency and vibration amplitude of the energy-absorbing shell, so as to achieve the purpose of adjustable vibration frequency and vibration amplitude.

[0017] The auxiliary reinforcement device includes a circular ring support, a positioning column is installed on the circular ring support, a top support is installed on the top of the positioning column, an electric lifting platform is slidably installed on the positioning column, a hydraulic device is installed on the electric lifting platform, and a reinforcement push block is installed on the output shaft of the hydraulic device.

[0018] During installation, the reinforcement push block can be replaced with a connecting component, and the reinforcement component can be installed on the output shaft of the hydraulic device through the connecting component. The hydraulic device is driven, and the output shaft of the hydraulic device drives the reinforcement component to move to the surface of the template body. Then, the fixing block and the tension bolts are installed on the reinforcement component through external auxiliary machinery to realize fully automatic installation of the reinforcement device. The fixing block and the tension bolts can also be manually installed with manual labor to realize semi-automatic assembly of the reinforcement device.

[0019] When the concrete pouring speed is too fast or other reasons cause the impact force on the formwork to be too large, reaching the bearing limit of the formwork and fixed components, the energy-absorbing steel ball absorbs a large amount of kinetic energy, and drives the sliding push rod to slide through the sliding push head. The sliding push rod fully compresses the energy-absorbing spring through the sliding pressure plate. At this time, one end of the sliding push rod squeezes the first piezoelectric element, and the first piezoelectric element generates current under pressure. After receiving the current signal, the control system starts the electric lifting platform to locate the hydraulic device in the area with larger impact load. After that, the hydraulic device is started, and the output shaft of the hydraulic device drives the reinforcement push plate to extend forward. The reinforcement push plate performs emergency reinforcement around the reinforcement component to prevent mold explosion and other conditions. At the same time, the control system issues an alarm to the staff and reduces the concrete pouring speed.

[0020] A method for using a three-in-one formwork reinforcement device comprises the following steps:

[0021] S1. First install the auxiliary reinforcement device, then fix the formwork body, use the auxiliary reinforcement device to fix the reinforcement assembly on the surface of the formwork body, install the fixing block between the reinforcement assemblies, and then install the tension bolts;

[0022] S2. During the concrete pouring process, the reinforcement component absorbs the impact force of the concrete and drives the formwork body to vibrate; the reinforcement component detects the impact force in real time. When the reinforcement component sends an electrical signal, the auxiliary reinforcement device automatically starts to reinforce the overloaded position;

[0023] S3. During concrete pouring, the reinforcement component monitors the leakage between the formwork bodies in real time. When leakage occurs, the auxiliary reinforcement device automatically starts to reinforce the formwork body, and the control system assists in troubleshooting the cause of the leakage;

[0024] S4. When removing the formwork, install the vibration regulator on the reinforcement component. The vibration regulator drives the reinforcement component to vibrate, and the concrete and the formwork body are quickly separated.

[0025] Compared with the prior art, the present invention has the following beneficial effects:

[0026] 1. The present invention utilizes a vibration regulator to drive the energy-absorbing steel ball to slide back and forth in the energy-absorbing shell. The energy-absorbing shell vibrates continuously, and the energy-absorbing shell continuously drives the template to vibrate, so that the template is quickly separated from the bonded concrete through vibration, thereby achieving the purpose of rapid demoulding; by adjusting the push rod to compress the energy-absorbing spring, the energy-absorbing steel ball is subjected to a greater elastic force when it returns and slides down, and the sliding speed of the energy-absorbing steel ball is accelerated, thereby achieving the purpose of adjustable vibration frequency and vibration amplitude.

[0027] 2. Use energy-absorbing steel balls to absorb the impact force on the energy-absorbing reinforcement plate and the formwork body, reduce the load on the energy-absorbing reinforcement plate and the formwork body, and convert the impact force into kinetic energy to drive the energy-absorbing shell to vibrate, so that the concrete around the formwork body is vibrated and compacted, and quality problems such as honeycomb surface and rough surface are prevented when the formwork is removed; when the impact force reaches the bearing limit of the formwork and fixed components, the energy-absorbing steel balls drive one end of the sliding push rod to squeeze the first piezoelectric element. After receiving the electrical signal, the control system will issue an alarm and mobilize the auxiliary reinforcement device to urgently reinforce the overloaded position to prevent the occurrence of mold explosion and other conditions, so as to achieve the purpose of dynamic adjustment and overload warning during the pouring process.

[0028] 3. During installation, the reinforcement push plate can be replaced with a connecting component, and the hydraulic device can be used to drive the reinforcement component to move to the surface of the template body. With the help of manual or auxiliary machinery, the semi-automatic or fully automatic assembly of the reinforcement device can be achieved.

[0029] 4. Use the sand and gravel detection platform and the seepage detection platform to cooperate with each other to screen the leakage, and use the first detector and the second detector to monitor the leakage in real time. When the leakage exceeds the standard, the control system controls the auxiliary reinforcement device to reinforce the template, and uses the electrical signals fed back by the first detector and the second detector to help the staff gradually find the cause of the leakage, so as to achieve the purpose of real-time monitoring and control of leakage. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 It is an overall elevation view of the template reinforcement device of the present invention;

[0031] Figure 2 is an elevation view of the auxiliary reinforcement device of the present invention;

[0032] Figure 3 is an elevation view of the reinforcement assembly and the vibration regulator of the present invention;

[0033] Figure 4 is an elevation view of the reinforcement assembly of the present invention;

[0034] Figure 5 It is an elevation view of the energy absorbing reinforcement plate of the present invention;

[0035] Figure 6 is an elevation view of the vibration regulator of the present invention;

[0036] Figure 7 It is a cross-sectional elevation view of the energy absorbing reinforcement plate of the present invention;

[0037] Figure 8 For the present invention Figure 7 A partial enlarged view of the middle A area;

[0038] Fig. 9 is a cross-sectional elevation view of the leakage detector of the present invention;

[0039] Fig.10 It is a cross-sectional elevation view of the first detector of the present invention.

[0040] In the figure: 1. Auxiliary reinforcement device; 2. Formwork body; 3. Reinforcement assembly; 4. Vibration regulator; 5. Fixing block; 6. Tension bolt; 11. Circular support; 12. Hydraulic device; 13. Reinforcement push plate; 14. Positioning column; 15. Electric lifting platform; 16. Top support; 31. Energy absorption reinforcement plate; 32. Leakage detector; 33. Energy absorption detector; 311. Reinforcement strip; 312. Tension hole; 313. First curved channel; 314. Side wing plate; 315. Reinforcement block; 331. Detection shell; 332. Energy absorption shell; 333. Energy absorption spring; 334. First piezoelectric element; 335. Sliding push rod; 336. Sliding pressure Plate; 337, sliding push head; 338, energy-absorbing steel ball; 339, adjusting push rod; 321, collecting box; 322, sand and gravel detection table; 323, seepage detection table; 324, first detector; 325, second detector; 3241, measuring rod housing; 3242, detection rod; 3243, detection spring; 3244, second piezoelectric element; 3245, conducting plate; 3311, sliding groove; 3321, second curved channel; 3221, screening hole; 41, adjusting substrate; 42, electric telescopic rod; 43, adjusting pressure block; 44, driving motor; 45, rotating rod; 46, connecting rod; 47, magnet slide; 48, electromagnet. DETAILED DESCRIPTION

[0041] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0042] like Figure 1-10 As shown, the present invention provides a three-in-one formwork reinforcement device and a technical solution for its use: comprising an auxiliary reinforcement device 1, a formwork body 2, tension bolts 6 and reinforcement components 3, wherein the reinforcement components 3 are mounted on the outer surface of the formwork body 2, fixed blocks 5 are mounted between the reinforcement components 3, the tension bolts 6 penetrate the reinforcement device and are mounted on the fixed blocks 5, a vibration regulator 4 is mounted on the reinforcement components 3, the auxiliary reinforcement device 1 is arranged on the outer side of the formwork body 2, and connecting parts are provided between the fixed blocks 5; the reinforcement component 3 comprises an energy absorbing reinforcement plate 31, a leakage detector 32 is mounted on one side of the energy absorbing reinforcement plate 31, a plurality of leakage detectors 32 are mounted on the energy absorbing reinforcement plate 31, the energy absorbing reinforcement plates 31 are connected by fixing blocks 5, the energy absorbing reinforcement plates 31 are mounted on the formwork body 2, the tension bolts 6 penetrate the energy absorbing reinforcement plates 31, and a vibration regulator 4 is mounted on the energy absorbing reinforcement plates 31.

[0043] The template reinforcement device is externally connected to a control system, which is used to control the entire template reinforcement device; the fixed blocks 5 are connected by connecting pieces to form a complete whole, so that the reinforcement components 3 of each layer cannot slide up and down.

[0044] The auxiliary reinforcement device 1 includes a circular support 11, a positioning column 14 is installed on the circular support 11, a top support 16 is installed on the top of the positioning column 14, an electric lifting platform 15 is slidably installed on the positioning column 14, a hydraulic device 12 is installed on the electric lifting platform 15, and a reinforcement push block is installed on the output shaft of the hydraulic device 12.

[0045] The energy-absorbing reinforcement plate 31 includes a reinforcement strip 311, side wing plates 314 are symmetrically provided on both sides of the reinforcement strip 311, a reinforcement block 315 is provided between the side wing plates 314 and the reinforcement strip 311, tension holes 312 are provided at both ends of the reinforcement strip 311, and the tension bolts 6 pass through the reinforcement strip 311 through the tension holes 312. A plurality of first curved channels 313 are provided on the reinforcement strip 311, and the reinforcement plates are connected by reinforcement blocks. The reinforcement plates and the side wing plates 314 are both installed on the template body 2, a leakage detector 32 is installed on one side of the reinforcement strip 311, and a vibration regulator 4 is installed on the reinforcement strip 311.

[0046] The energy absorption detector 33 includes an energy absorption shell 332 and an energy absorption steel ball 338. The energy absorption shell 332 is installed on the reinforcement strip 311. A second curved channel 3321 is provided in the energy absorption shell 332. The second curved channel 3321 is connected to the first curved channel 313. The energy absorption steel ball 338 is located in the first curved channel 313. A detection shell 331 is installed at one end of the energy absorption shell 332. A sliding pressure piece 336 is slidably installed in the detection shell 331. A sliding push rod 335 is installed at the center of the sliding pressure piece 336. A sliding push head 337 is installed at one end of the sliding push rod 335. A sliding groove 3311 is provided on the detection shell 331. An adjusting push rod 339 is slidably installed in the detection shell 331 through the sliding groove 3311. An energy absorption spring 333 is installed between the adjusting push rod 339 and the sliding pressure piece 336. A first piezoelectric element 334 is installed on the adjusting push rod 339. The detection shell 331 is connected to the inside of the energy absorption shell 332.

[0047] The adjusting push rod 339 is composed of a cylindrical compression block and a connecting rod 46. The compression block is slidably installed in the inner slide groove of the detection shell 331. The connecting rod 46 connects the compression block in series as a whole. The first piezoelectric element 334 is installed on the compression block.

[0048] The leakage detector 32 includes a collecting box 321, which is installed on one side of the reinforcement strip 311. A sand and gravel detection platform 322 and a seepage detection platform 323 are slidably installed in the collecting box 321. A screening hole 3221 is provided on the sand and gravel detection platform 322. A first detector 324 is installed between the sand and gravel detection platform 322 and the collecting box 321. A second detector 325 is installed between the seepage detection platform 323 and the collecting box 321. The first detector 324 passes through the seepage detection platform 323. The seepage detection platform 323 is slidably connected to the first detector 324. The seepage detection platform 323 is located below the sand and gravel detection platform 322.

[0049] The first detector 324 includes a measuring rod housing 3241, a detecting rod 3242 is slidably mounted in the measuring rod housing 3241, a second piezoelectric element 3244 is mounted at the bottom of the measuring rod housing 3241, a conducting sheet 3245 is slidably mounted inside the detection housing 331, a detecting spring 3243 is mounted between the transmission sheet and the detecting rod 3242, and the conducting sheet 3245 is located above the second piezoelectric element 3244. The second detector 325 has the same internal structure as the first detector 324.

[0050] The vibration regulator 4 includes an adjustment substrate 41 and a drive motor 44. The adjustment substrate 41 is installed on the reinforcement strip 311. The electric telescopic rod 42 is symmetrically installed on the adjustment substrate 41. An adjustment pressure block 43 is installed on the output shaft of the electric telescopic rod 42. The adjustment pressure block 43 is provided with a slot. The adjustment pressure block 43 is engaged with the adjustment push rod 339 through the slot. The output shaft of the drive motor 44 passes through the adjustment substrate 41 and is installed with a rotating rod 45. A connecting rod 46 is rotatably installed at one end of the rotating rod 45. A magnet slide 47 is rotatably installed at one end of the connecting rod 46. The magnet slide 47 is slidably connected to the adjustment substrate 41, and an electromagnet 48 is installed on the magnet slide 47.

[0051] The adjustment substrate 41 is detachable. There is no need to install the vibration regulator 4 on the energy absorption reinforcement plate 31 during concrete pouring. When the concrete column reaches the demolding standard, the vibration regulator 4 is installed on the energy absorption reinforcement plate 31 so that the energy absorption shell 332 is located in the groove of the electromagnet 48.

[0052] A method for using a three-in-one formwork reinforcement device comprises the following steps:

[0053] S1, first install the auxiliary reinforcement device 1, then fix the formwork body 2, use the auxiliary reinforcement device 1 to fix the reinforcement component 3 on the surface of the formwork body 2, install the fixing block 5 between the reinforcement components 3, and then install the tension bolts 6;

[0054] S2. During the concrete pouring process, the reinforcement component 3 absorbs the impact force of the concrete and drives the formwork body 2 to vibrate; the reinforcement component 3 detects the impact force in real time. When the reinforcement component 3 sends an electrical signal, the auxiliary reinforcement device 1 automatically starts to reinforce the overloaded position;

[0055] S3, when pouring concrete, the reinforcement component 3 monitors the leakage between the formwork body 2 in real time. When leakage occurs, the auxiliary reinforcement device 1 automatically starts to reinforce the formwork body 2, and the control system assists in troubleshooting the cause of the leakage;

[0056] S4. When removing the formwork, the vibration regulator 4 is installed on the reinforcement component 3. The vibration regulator 4 drives the reinforcement component 3 to vibrate, and the concrete and the formwork body 2 are quickly separated.

[0057] The working principle of the present invention is as follows: during installation, the reinforcement push block can be replaced with a connecting assembly, so that the reinforcement assembly 3 is installed on the output shaft of the hydraulic device 12 through the connecting assembly, and the hydraulic device 12 is driven. The output shaft of the hydraulic device 12 drives the reinforcement assembly 3 to move to the surface of the template body 2, and then the fixing block 5 and the tension bolts 6 are installed on the reinforcement assembly 3 through external auxiliary machinery to realize fully automatic installation of the reinforcement device. The fixing block 5 and the tension bolts 6 can also be manually installed with manual labor to realize semi-automatic assembly of the reinforcement device.

[0058] When pouring concrete, the concrete falls quickly and causes an impact on the formwork. When the impact force is transmitted to the energy-absorbing reinforcement plate 31 through the formwork, part of the impact force is converted into kinetic energy by the energy-absorbing steel ball 338. The steel ball absorbs the kinetic energy to reduce the load of the energy-absorbing reinforcement plate 31. The energy-absorbing steel ball 338 absorbs the kinetic energy and slides from the first curved channel 313 to the second curved channel 3321. When the energy-absorbing steel ball 338 slides, it collides with the channel walls of the first curved channel 313 and the second curved channel 3321. The continuous collisions consume part of the kinetic energy of the energy-absorbing steel ball 338 and cause the detection shell 331 to vibrate continuously. The detection shell 331 transmits part of the vibration to the inside of the formwork body 2 through the energy-absorbing reinforcement plate 31. The concrete in contact with the formwork body 2 is vibrated. The remaining kinetic energy of the energy-absorbing steel ball 338 drives the sliding push rod 335 to slide through the sliding push head 337, and the sliding push rod 335 compresses the energy-absorbing spring 333 through the sliding pressure plate 336 until the kinetic energy of the energy-absorbing steel ball 338 is completely consumed, and then the energy-absorbing spring 333 rebounds and drives the sliding push rod 335 to slide in the opposite direction, and the energy-absorbing steel ball 338 slides in the opposite direction under the push of its own gravity and the sliding push head 337, and the reverse sliding drives the energy-absorbing shell 332 to vibrate again until the energy-absorbing steel ball 338 collides with the energy-absorbing reinforcement plate 31, and the collision offsets the impact force transmitted by the template and causes the energy-absorbing steel ball 338 to slide back again, and so on and so forth, thereby realizing energy absorption protection for the energy-absorbing reinforcement plate 31;

[0059] When the concrete pouring speed is too fast or other reasons cause the impact force on the formwork to be too large, so that the formwork and the fixed components reach their bearing limit, the energy-absorbing steel ball 338 absorbs a large amount of kinetic energy and drives the sliding push rod 335 to slide through the sliding push head 337. The sliding push rod 335 fully compresses the energy-absorbing spring 333 through the sliding pressure plate 336. At this time, one end of the sliding push rod 335 squeezes the first piezoelectric element 334, and the first piezoelectric element 334 generates current under pressure. After the control system receives the current signal, the control system starts the electric lifting platform 15 to locate the hydraulic device 12 in the area with larger impact load. After that, the hydraulic device 12 is started. The output shaft of the hydraulic device 12 drives the reinforcement push plate 13 to extend forward. The reinforcement push plate 13 performs emergency reinforcement around the reinforcement component 3 to prevent mold explosion and other conditions. At the same time, the control system sends an alarm to the staff and reduces the concrete pouring speed.

[0060] When leakage occurs during pouring, the leaked material falls from the template connection and enters the collection box 321. When the leaked material is mortar, it will fall from the screening hole 3221 of the sand and gravel detection table 322 and fall onto the seepage detection table 323. When the leaked material is concrete, the coarse aggregate in the concrete will be retained on the sand and gravel detection table 322, and the fine aggregate such as mortar in the concrete will fall onto the seepage detection table 323. As the coarse aggregate accumulates, the sand and gravel detection table 322 sinks, and the sand and gravel detection table 322 drives the detection rod 3242 to compress the detection spring 3243. The detection spring 3243 is compressed and applies pressure to the conductive sheet 3245. The conductive sheet 3245 squeezes the second piezoelectric element 3244. The second piezoelectric element 3244 is compressed to generate current, which controls After receiving the current signal, the system determines the weight of the coarse aggregate according to the strength of the current signal. When the weight of the coarse aggregate continues to increase, it indicates that a large gap appears between the formwork bodies 2, and the concrete inside the formwork bodies 2 continues to leak. At this time, the control system turns on the auxiliary reinforcement device 1 to auxiliary reinforce the formwork, and at the same time, issues an alarm to the staff; similarly, the second detector 325 is used to detect the weight of the fine aggregate and mortar on the seepage detection platform 323. If only the seepage detection platform 323 shows a weight change at this time, it indicates that the gap between the formwork bodies 2 is small, or the fluidity of the concrete is too large. After the staff conducts investigation, they can use the auxiliary reinforcement device 1 to reinforce the formwork, or inspect the quality of the concrete, so as to gradually find the cause of the leakage.

[0061] When the pouring is completed and the demoulding standard is met, the staff installs the vibration regulator 4 in place, and then the control system starts the drive motor 44. The output shaft of the drive motor 44 drives the rotating rod 45 to rotate. The rotating rod 45 drives the magnet slide 47 to slide back and forth on the adjustment substrate 41 through the connecting rod 46. The electromagnet 48 follows the magnet slide 47 to slide back and forth. The control system energizes the electromagnet 48 to make the electromagnet 48 generate magnetism. The electromagnet 48 absorbs and drives the energy-absorbing steel ball 338 to slide in the energy-absorbing shell 332. According to the above principle, the energy-absorbing steel ball 338 drives the energy-absorbing shell 332 to vibrate, and the vibration is transmitted to the template, so that the template is quickly separated from the bonded concrete through vibration. When the energy-absorbing steel ball 338 drives the sliding push rod 335 to slide a certain distance, the control system disconnects the power to the electromagnet 48 and loses its magnetism according to the preset time. At this time, the energy absorbing spring 333 drives the energy absorbing steel ball 338 to quickly turn back and slide through the sliding push head 337 on the sliding push rod 335, so that the energy absorbing shell 332 vibrates again, and this cycle is repeated, so that the energy absorbing shell 332 continuously drives the template to vibrate, thereby achieving the purpose of rapid demoulding; the control system can turn on the electric telescopic rod 42, and the output shaft of the electric telescopic rod 42 drives the adjusting pressure block 43 to push the adjusting push rod 339, and the adjusting push rod 339 compresses the energy absorbing spring 333. After the energy absorbing spring 333 is compressed, the energy absorbing steel ball 338 requires greater kinetic energy to drive the energy absorbing spring 333 to be compressed. On the contrary, when the energy absorbing steel ball 338 turns back and slides, the greater the elastic force it receives, the faster the sliding speed of the energy absorbing steel ball 338, thereby increasing the vibration frequency and vibration amplitude of the energy absorbing shell 332, thereby achieving the purpose of adjustable vibration frequency and vibration amplitude.

[0062] It will be apparent to those skilled in the art that the invention is not limited to the details of the exemplary embodiments described above and that the invention can be implemented in other specific forms without departing from the spirit or essential features of the invention. Therefore, the embodiments should be considered exemplary and non-limiting in all respects, and the scope of the invention is defined by the appended claims rather than the foregoing description, and it is intended that all variations falling within the meaning and scope of the equivalent elements of the claims be included in the invention. Any reference numeral in a claim should not be considered as limiting the claim to which it relates.

Claims

1. A three-in-one formwork reinforcement device, characterized in that: The template reinforcement device comprises an auxiliary reinforcement device (1), a template body (2), tension bolts (6) and a reinforcement assembly (3); the reinforcement assembly (3) is mounted on the outer surface of the template body (2); fixed blocks (5) are mounted between the reinforcement assemblies (3); the tension bolts (6) penetrate the reinforcement device and are mounted on the fixed blocks (5); a vibration regulator (4) is mounted on the reinforcement assembly (3); the auxiliary reinforcement device (1) is arranged on the outer side of the template body (2); fixed blocks (5) are mounted between the reinforcement assemblies (3); Connecting piece; the reinforcement assembly (3) comprises an energy absorbing reinforcement plate (31), a leakage detector (32) is installed on one side of the energy absorbing reinforcement plate (31), a plurality of energy absorbing detectors (33) are installed on the energy absorbing reinforcement plate (31), the energy absorbing reinforcement plates (31) are connected by fixing blocks (5), the energy absorbing reinforcement plate (31) is installed on the template body (2), the tension bolts (6) pass through the energy absorbing reinforcement plate (31), a vibration regulator (4) is installed on the energy absorbing reinforcement plate (31), and the.

2. A three-in-one formwork reinforcement device according to claim 1, characterized in that: The energy absorption reinforcement plate (31) comprises a reinforcement strip (311), side wing plates (314) are symmetrically arranged on both sides of the reinforcement strip (311), a reinforcement block (315) is arranged between the side wing plates (314) and the reinforcement strip (311), two ends of the reinforcement strip (311) are provided with tension holes (312), the tension bolts (6) pass through the reinforcement strip (311) through the tension holes (312), a plurality of first curved channels (313) are arranged on the reinforcement strip (311), the reinforcement strips (311) are connected by reinforcement blocks, the reinforcement strip (311) and the side wing plates (314) are both installed on the template body (2), a leakage detector (32) is installed on one side of the reinforcement strip (311), a vibration regulator (4) is installed on the reinforcement strip (311), and a plurality of energy absorption detectors (33) are installed on the reinforcement strip (311).

3. A three-in-one formwork reinforcement device according to claim 2, characterized in that: The energy absorption detector (33) comprises an energy absorption shell (332) and an energy absorption steel ball (338). The energy absorption shell (332) is mounted on the reinforcement strip (311). A second curved hole (3321) is arranged in the energy absorption shell (332). The second curved hole (3321) is communicated with the first curved hole (313). The energy absorption steel ball (338) is located in the first curved hole (313). A detection shell (331) is mounted at one end of the energy absorption shell (332). A sliding pressing piece (336) is slidably mounted in the detection shell (331). A sliding push rod (335) is installed at the center of the sheet (336), and a sliding push head (337) is installed at one end of the sliding push rod (335). A sliding groove (3311) is provided on the detection shell (331), and an adjusting push rod (339) is slidably installed in the detection shell (331) through the sliding groove (3311). An energy absorbing spring (333) is installed between the adjusting push rod (339) and the sliding pressure sheet (336), and a first piezoelectric element (334) is installed on the adjusting push rod (339). The detection shell (331) is connected to the inside of the energy absorbing shell (332).

4. The three-in-one formwork reinforcement device according to claim 2 is characterized in that: The leakage detector (32) comprises a collecting box (321), the collecting box (321) being mounted on one side of the reinforcing strip (311), a sand and gravel detection platform (322) and a liquid seepage detection platform (323) being slidably mounted in the collecting box (321), the sand and gravel detection platform (322) being provided with a sieve hole (3221), a first detector (324) being mounted between the sand and gravel detection platform (322) and the collecting box (321), a second detector (325) being mounted between the liquid seepage detection platform (323) and the collecting box (321), the first detector (324) penetrating the liquid seepage detection platform (323), the liquid seepage detection platform (323) being slidably connected to the first detector (324), and the liquid seepage detection platform (323) being located below the sand and gravel detection platform (322).

5. The three-in-one formwork reinforcement device according to claim 4 is characterized in that: The first detector (324) includes a measuring rod housing (3241), a detecting rod (3242) is slidably installed in the measuring rod housing (3241), a second piezoelectric element (3244) is installed at the bottom end of the measuring rod housing (3241), a conducting plate (3245) is slidably installed inside the measuring rod housing (3241), a detecting spring (3243) is installed between the conducting plate (3245) and the detecting rod (3242), and the conducting plate (3245) is located above the second piezoelectric element (3244).

6. The three-in-one formwork reinforcement device according to claim 3 is characterized in that: The vibration regulator (4) comprises an adjustment substrate (41) and a driving motor (44). The adjustment substrate (41) is mounted on a reinforcement bar (311). An electric telescopic rod (42) is symmetrically mounted on the adjustment substrate (41). An adjustment pressure block (43) is mounted on the output shaft of the electric telescopic rod (42). A card slot is provided on the adjustment pressure block (43). The adjustment pressure block (43) is engaged with an adjustment push rod (339) through the card slot. The output shaft of the driving motor (44) passes through the adjustment substrate (41) and is mounted with a rotating rod (45). A connecting rod (46) is rotatably mounted on one end of the rotating rod (45). A magnet slide (47) is rotatably mounted on one end of the connecting rod (46). The magnet slide (47) is slidably connected to the adjustment substrate (41). An electromagnet (48) is mounted on the magnet slide (47).

7. The three-in-one formwork reinforcement device according to claim 1 is characterized in that: The auxiliary reinforcement device (1) comprises a circular ring support (11), a positioning column (14) is installed on the circular ring support (11), a top support (16) is installed on the top of the positioning column (14), an electric lifting platform (15) is slidably installed on the positioning column (14), a hydraulic device (12) is installed on the electric lifting platform (15), and a reinforcement push plate (13) is installed on the output shaft of the hydraulic device (12).

8. A method for using a three-in-one formwork reinforcement device, characterized in that: Using a three-in-one formwork reinforcement device as described in any one of claims 1 to 7, the method for using the three-in-one formwork reinforcement device comprises the following steps: S1, first install the auxiliary reinforcement device (1), then fix the formwork body (2), use the auxiliary reinforcement device (1) to fix the reinforcement component (3) on the surface of the formwork body (2), install the fixing block (5) between the reinforcement components (3), and then install the tension bolts (6); S2. During the concrete pouring process, the reinforcement component (3) absorbs the impact force of the concrete and drives the formwork body (2) to vibrate; the reinforcement component (3) detects the impact force in real time, and when the reinforcement component (3) sends an electrical signal, the auxiliary reinforcement device (1) automatically starts to reinforce the overloaded position; S3, when pouring concrete, the reinforcement component (3) monitors the leakage between the formwork body (2) in real time. When leakage occurs, the auxiliary reinforcement device (1) automatically starts to reinforce the formwork body (2), and the control system assists in troubleshooting the cause of the leakage; S4. When removing the formwork, the vibration regulator (4) is installed on the reinforcement component (3). The vibration regulator (4) drives the reinforcement component (3) to vibrate, and the concrete and the formwork body (2) are quickly separated.

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