A support system and a diaphragm wall steel box support construction method

The integrated support system solves the problems of low safety, high cost and poor weather adaptability in the construction of diaphragm wall steel boxes, and realizes an efficient and safe steel box construction method, ensuring construction progress and cost control.

CN117802889BActive Publication Date: 2026-06-12CCCC SHEC FOURTH ENG +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CCCC SHEC FOURTH ENG
Filing Date
2023-12-26
Publication Date
2026-06-12

AI Technical Summary

Technical Problem

The existing construction of diaphragm wall steel boxes suffers from problems such as low construction safety, high equipment costs, poor weather adaptability, and low vertical adjustment accuracy. In particular, the steel boxes cannot be erected in windy weather, resulting in wasted construction time and increased construction costs.

Method used

An integrated transport and support system is adopted, which includes transport devices and support devices. Utilizing components such as transport vehicles, support frames, limiting mechanisms, electrically controlled permanent magnet chucks, and mobile adjustment platforms, the integrated construction method eliminates the lifting process, thereby improving the vertical adjustment accuracy of the steel box and its adaptability to adverse weather conditions.

🎯Benefits of technology

It improves the safety and efficiency of steel box construction, reduces equipment costs, enhances adaptability to severe weather, and ensures construction progress and cost control.

✦ Generated by Eureka AI based on patent content.

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Abstract

This invention relates to the field of diaphragm wall construction technology, specifically to an integrated transport and support system and a method for constructing diaphragm wall steel box girder support. The system includes a transport device and a support device. The transport device includes a transport vehicle; the support device includes a transport support frame and a movable adjustment platform. The transport support frame includes a support frame body; one end of the support frame body is connected to a limiting mechanism, and the other end is connected to a hinge mechanism; the support frame body can be connected to the movable adjustment platform via the hinge mechanism; the support frame body is connected to the transport vehicle via a detachable connection. This invention, through the combined use of the transport device and the support device, not only facilitates the transfer of box girders but also eliminates the lifting step in subsequent operations, improving the vertical adjustment accuracy of the steel box girder. Simultaneously, the support device enhances the adaptability of diaphragm wall steel box girder construction to adverse weather conditions, thereby ensuring construction progress and saving project construction costs.
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Description

Technical Field

[0001] This invention relates to the field of diaphragm wall construction technology, specifically to an integrated transport and erection support system and a construction method for diaphragm wall steel box support. Background Technology

[0002] Diaphragm walls have advantages such as high wall rigidity, strong load-bearing capacity, and good durability, and are often used as the support foundation structure for gravity anchorages of bridges.

[0003] Currently, the latest structural design for diaphragm walls in China for the first phase of the project adopts a steel box structure. Due to the length and weight of the steel box structure, it needs to be manufactured and assembled in sections during construction. In the existing technical solution, the steel box is manufactured in sections in the processing plant, transported to the construction site by special transport vehicles, then lifted to the construction position by two crawler cranes, and finally erected and installed by a single crawler crane.

[0004] The limitations of existing steel box transportation and erection technologies are as follows:

[0005] Special transport vehicles need to transport the steel boxes to a specific location on site, and then two crawler cranes lift the steel boxes to the construction position. This increases the lifting process, the cost of the crawler cranes, and reduces the efficiency of steel box operation and construction. Furthermore, the lifting operation itself is inherently risky and poses a challenge to the safety of the construction project.

[0006] Because the steel boxes need to be welded together during the docking process, which takes a long time, a crawler crane is required to lift and erect the steel boxes throughout the docking and welding process, with the help of guy ropes for temporary fixation. However, bridge construction often faces weather changes such as wind and rain. The crawler crane lifting is a flexible lifting method, and the guy ropes are also a flexible fixing structure, which does not provide rigid support for the steel boxes. Therefore, this method can only be used in light winds or gentle breezes, which has certain limitations and low safety.

[0007] Meanwhile, during windy weather, for safety reasons, crawler cranes cannot carry out steel box erection work, so work needs to be stopped, resulting in wasted construction time and increased construction costs.

[0008] Before the steel box is welded, its position needs to be adjusted to ensure the verticality of the construction. In the existing method, after the crawler crane erects the steel box vertically, the position of the steel box is adjusted by manually pulling ropes in combination with the total station detection. The adjustment accuracy is low and the risk is high.

[0009] In summary, the first phase of the new diaphragm wall steel box structure lacks corresponding supporting equipment systems during transportation and erection. Existing equipment technologies and processes have low construction safety, low equipment utilization, high equipment costs, and poor adaptability to weather conditions.

[0010] In order to improve or solve at least one of the above problems, a support device or apparatus is needed to support the construction of the steel box. Summary of the Invention

[0011] The purpose of this invention is to provide a diaphragm wall construction support system that integrates transportation and support.

[0012] To achieve the above objectives, the technical solution adopted by the present invention is as follows:

[0013] An integrated transport and support system includes a transport device and a support device;

[0014] The transport device includes a transport vehicle;

[0015] The support device includes a transport support frame and a movable adjustment platform, wherein the transport support frame includes a support frame body;

[0016] One end of the support frame is connected to a limiting mechanism, and the other end is connected to a hinge mechanism.

[0017] The support frame can be connected to the movable adjustment platform via a hinge mechanism;

[0018] The support frame is connected to the transport vehicle via a detachable connection.

[0019] The support frame is equipped with a pressing mechanism; the pressing mechanism includes multiple support arms mounted on the frame; each support arm includes an outer sleeve, an inner sleeve, and a support plate; the outer sleeve is fixedly connected to the support frame, and a hydraulic cylinder is installed inside the outer sleeve; the inner sleeve is inserted into the end of the outer sleeve; the inner sleeve can move axially along the outer sleeve; the support plate is fixedly connected to the inner sleeve.

[0020] The support frame is also equipped with an electrically controlled permanent magnet chuck.

[0021] The support frame includes a front frame and two side frames on either side of the front frame. The horizontal projection of the front frame and the two side frames forms a [ shape; each side frame is equipped with a support arm.]

[0022] The support frame is connected to the transport vehicle via a pin connection mechanism; the pin connection mechanism includes a positioning pin hole on the transport vehicle and a fixing hole on the support frame; positioning pins are provided in the positioning pin hole and the fixing hole.

[0023] The limiting mechanism includes a rotation limiting component; the rotation limiting component includes a rotating beam mounted on the frame, and the rotating beam is connected to a rotation drive unit.

[0024] The movable adjustment platform includes a track, a vertical sleeve, a straight connecting beam, a C-shaped connecting beam, a vertical telescopic column, a hinged ear plate, a connecting pin, and a slide groove; the movable adjustment platform includes multiple vertical sleeves and vertical telescopic columns; each vertical telescopic column corresponds to one vertical sleeve; adjacent vertical sleeves are connected by a straight connecting beam or a C-shaped connecting beam; the hinge mechanism includes a hinged plate at the end of the support frame.

[0025] The transport vehicle includes a frame, on which a mounting panel is provided, and a multi-functional walking module is connected to the frame.

[0026] The support system includes a control system, which includes a detection module connected to the control module, and the control module connected to an execution module.

[0027] A construction method for diaphragm wall steel box support; the construction method includes the following steps:

[0028] Step 1: Now install the erection device on the transport equipment;

[0029] Step 2: Control the limiting mechanism to open the rotating beam within it;

[0030] Step 3: Use lifting equipment to connect the upper steel box and hoist it onto the support device mentioned above; then control the limit mechanism to return the opened rotating beam to its original position; next, all the electrically controlled permanent magnet chucks will work to hold the upper steel box tightly; then, all the support arms will extend to press the support plates against the sides of the upper steel box.

[0031] Step 4: The upper steel box and support device to be installed are transported to the construction site through the transportation device. Then, the hinge plate of the support device is aligned with the hinge ear plate of the movable adjustment platform to complete the rough positioning of the support frame and the movable adjustment platform.

[0032] Step 5: Based on the position of the hinge ear plate of the movable adjustment table, align the hinge plate on the support frame with the mounting hole of the hinge ear plate on one side of the movable adjustment table to complete the precise positioning of the support frame. Then, pass the connecting pin through the hinge ear plate and the hinge plate.

[0033] Step Six: Use a crawler crane to connect the support frame and apply tension to the support frame; then, the transport vehicle drives away;

[0034] Step 7: Then, the crawler crane lifts and rotates the support frame and the upper steel box loaded inside the support frame around the connecting pin; until the support frame is adjusted from a horizontal state to a vertical state; then, the support frame and the moving adjustment platform are fixed.

[0035] Step 8: Release the hook of the crawler crane, move the adjustment platform to change the position of the support frame, thereby changing the position of the upper steel box until the upper steel box is adjusted to the position where it is welded to the lower steel box.

[0036] Step 9: The upper steel box and the lower steel box are welded together to form a complete first-phase steel box structure;

[0037] Then the crawler crane lifts the upper steel box again; next, all the electrically controlled permanent magnet chucks of the support frame lose their magnetic attraction, and all the support arms retract; then, all the vertical telescopic columns of the moving adjustment platform descend to the lowest position, at which point the support frame is completely separated from the upper steel box; then the rotating beam in the limit mechanism is controlled to open; the slide and the track are loosened, and the moving adjustment platform is moved outward along the track as a whole;

[0038] Step 10: The entire first-phase steel box structure is lowered into the trench section by a crawler crane;

[0039] Step 11: Close the rotating beam on the support frame. Then, move the entire movable adjustment platform back to its original position and secure the slide rail to the track. Next, connect the crawler crane to the support frame. Remove the connecting pin on one side of the support frame and the movable adjustment platform, and drive the transport vehicle to the set position. Then, the crawler crane gradually lowers the support frame from a vertical position to a horizontal position. Then, all the multi-functional walking modules of the transport vehicle operate, adjust the height of the transport vehicle, and bring the transport vehicle into contact with the lower surface of the support frame. Then, install the positioning pin to complete the assembly of the transport vehicle and the support frame.

[0040] Finally, remove the connecting pins between the support frame and the movable adjustment platform, thus severing their connection; this completes the support and erection of the upper steel box.

[0041] The advantages of this invention are:

[0042] This invention discloses an integrated transport and support system and a construction method for diaphragm wall steel box support.

[0043] This invention, through the combined use of a transport device and a support device, not only facilitates the transfer of box girders but also eliminates the lifting process in subsequent operations, thereby improving the vertical adjustment accuracy of the steel box.

[0044] Meanwhile, the installation of support devices improves the adaptability of diaphragm wall steel box construction to severe weather, thereby ensuring construction progress and saving project construction costs. Attached Figure Description

[0045] The following is a brief explanation of the contents of each of the accompanying drawings and the markings in the drawings:

[0046] Figure 1This is a schematic diagram of the structure supporting the upper steel box of the present invention.

[0047] Figure 2 This is an isometric view of the transport support frame in this invention.

[0048] Figure 3 This is a side view of the transport support frame in this invention.

[0049] Figure 4 This is a top view of the transport support frame in this invention.

[0050] Figure 5 This is an isometric view of the support arm in this invention.

[0051] Figure 6 This is an axle-view drawing of the transport vehicle used in this invention.

[0052] Figure 7 This is a front view of the transport vehicle in this invention.

[0053] Figure 8 This is a structural diagram of the automatic walking control system for the transport vehicle in this invention.

[0054] Figure 9 This is an isometric view of the movable adjustment platform in this invention.

[0055] Figure 10 This is a structural diagram of the automatic leveling control system in this invention.

[0056] Figure 11 This is a structural diagram of the movable adjustment platform in use according to the present invention.

[0057] Figure 12 This is a front view of step one in the present invention.

[0058] Figure 13 This is an isometric schematic diagram of step two in this invention.

[0059] Figure 14 This is a schematic diagram of step three in this invention.

[0060] Figure 15 This is a side view of step three in the present invention.

[0061] Figure 16 This is a schematic diagram of step four in this invention.

[0062] Figure 17 This is a schematic diagram of step five in this invention.

[0063] Figure 18 This is a schematic diagram of step six in the present invention.

[0064] Figure 19 This is a schematic diagram of step seven in this invention.

[0065] Figure 20 This is a schematic diagram of step eight in this invention.

[0066] Figure 21 This is a schematic diagram of step nine in the present invention.

[0067] Figure 22 This is a schematic diagram of step ten in the present invention.

[0068] Figure 23 This is a schematic diagram of step eleven in this invention.

[0069] The markings in the above figures are all:

[0070] Upper steel box 1, transport support frame 2, transport vehicle 3, bracket 101, plate 102, horizontal lifting lug 103, dual-axis tilt sensor 104, vertical lifting lug 105; support frame body 201, lateral support arm 202, hinge plate 203, electrically controlled permanent magnet chuck 204, fastening plate 205, rotary motor 206, rotating beam 207, fixed beam 208, fixed plate 209, fixing hole 2091; outer sleeve 2021, inner sleeve 2022, support Plate 2023; Frame 301, Cab 302, Navigation Mounting Column 303, Beidou Antenna 304, Multifunctional Walking Module 305, Mounting Panel 306, Positioning Pin 307, Positioning Pin Hole 3061, Rail 401, Vertical Sleeve 402, Straight Connecting Beam 403, C-Shaped Connecting Beam 404, Vertical Telescopic Column 405, Hinge Ear Plate 406, Connecting Pin 407, Slide 408, Moving Adjustment Platform 4, Slot Section 5, Lower Steel Box 6. Detailed Implementation

[0071] The specific embodiments of the present invention will be further described in detail below with reference to the accompanying drawings and the description of the preferred embodiments.

[0072] An integrated transport and support system includes a transport device and a support device. The transport device includes a transport vehicle. The support device includes a transport support frame and a movable adjustment platform. The transport support frame includes a support frame body. One end of the support frame body is connected to a limiting mechanism, and the other end is connected to a hinge mechanism. The support frame body can be connected to the movable adjustment platform through the hinge mechanism. The support frame body is connected to the transport vehicle through a detachable connection. This invention, through the combined use of the transport device and the support device, not only facilitates the transfer of box girders but also eliminates the lifting step in subsequent operations, improving the vertical adjustment accuracy of the steel box. Simultaneously, the support device enhances the adaptability of diaphragm wall steel box construction to adverse weather conditions, thereby ensuring construction progress and saving project construction costs.

[0073] Furthermore, the support frame in this invention is provided with a pressing mechanism; the pressing mechanism includes multiple support arms mounted on the frame; each support arm includes an outer sleeve, an inner sleeve, and a support plate; the outer sleeve is fixedly connected to the support frame, and a hydraulic cylinder is provided inside the outer sleeve; the inner sleeve is inserted into the end of the outer sleeve; the inner sleeve can move axially along the outer sleeve; the support plate is fixedly connected to the inner sleeve; through the setting of the pressing mechanism, this invention can press and fix the steel box on the support frame. In actual arrangement, the support arms are mainly set on the side of the support frame to laterally press and fix the steel beams inside the support frame.

[0074] Furthermore, the support frame described in this invention is also equipped with an electrically controlled permanent magnet chuck; the electrically controlled permanent magnet chuck is mainly used in conjunction with the extrusion mechanism to better adsorb and fix the steel box; in actual arrangement, the above-mentioned electrically controlled permanent magnet chuck is set on the front frame of the support frame.

[0075] Furthermore, the support frame in this invention includes a front frame and two side frames on either side of the front frame. The front frame and the two side frames are horizontally projected into a [-shape]. Each side frame is provided with a support arm. An electrically controlled permanent magnet chuck is installed on the front frame of the support frame. This arrangement makes the support frame form a groove structure, providing a place for the box girder to be placed. At the same time, in conjunction with the pressing mechanism and the electrically controlled permanent magnet chuck, the box girder is stably placed in the support frame.

[0076] Furthermore, in this invention, the support frame is connected to the transport vehicle via a pin connection mechanism; the pin connection mechanism includes a positioning pin hole on the transport vehicle and a fixing hole on the support frame; positioning pins are provided in the positioning pin hole and the fixing hole; the pin connection mechanism facilitates a stable connection between the support frame and the transport vehicle.

[0077] Furthermore, the limiting mechanism in this invention includes a rotation limiting component; the rotation limiting component includes a rotating beam mounted on the frame, and the rotating beam is connected to a rotation drive unit; the rotation limiting component can limit the position of the box girder, facilitating the binding and support of the box girder; and facilitating subsequent use.

[0078] Furthermore, in this invention, the movable adjustment platform includes a track, vertical sleeves, a straight connecting beam, a C-shaped connecting beam, vertical telescopic columns, hinged ear plates, connecting pins, and slides; the movable adjustment platform includes multiple vertical sleeves and vertical telescopic columns; each vertical telescopic column corresponds to one vertical sleeve; adjacent vertical sleeves are connected by a straight connecting beam or a C-shaped connecting beam; the hinge mechanism includes a hinged plate at the end of the support frame; the movable adjustment platform acts as a connector, facilitating the connection of the support frame, and the track facilitates subsequent movement of the support frame, as well as facilitating the separation of the support frame from the steel box.

[0079] Furthermore, the transport vehicle in this invention includes a frame, on which a mounting panel is provided, and the frame is connected to a multi-functional walking module; the transport vehicle facilitates the transfer of support devices and steel boxes.

[0080] Furthermore, the support system described in this invention includes a control system, which includes a detection module connected to the control module and an execution module connected to the control module. The detection module is mainly used to collect signals and transmit corresponding signal information to the control module, while the control module is mainly used to receive signals transmitted from the detection module, identify and judge them, and issue instructions. The control module issues instructions to the execution module, and then the support equipment performs corresponding operations through the corresponding actions of the execution module.

[0081] A construction method for diaphragm wall steel box support; the construction method includes the following steps:

[0082] Step 1: Now install the erection device on the transport equipment;

[0083] Step 2: Control the limiting mechanism to open the rotating beam within it;

[0084] Step 3: Use lifting equipment to connect the upper steel box and hoist it onto the support device mentioned above; then control the limit mechanism to return the opened rotating beam to its original position; next, all the electrically controlled permanent magnet chucks will work to hold the upper steel box tightly; then, all the support arms will extend to press the support plates against the sides of the upper steel box.

[0085] Step 4: The upper steel box and support device to be installed are transported to the construction site through the transportation device. Then, the hinge plate of the support device is aligned with the hinge ear plate of the movable adjustment platform to complete the rough positioning of the support frame and the movable adjustment platform.

[0086] Step 5: Based on the position of the hinge ear plate of the movable adjustment table, align the hinge plate on the support frame with the mounting hole of the hinge ear plate on one side of the movable adjustment table to complete the precise positioning of the support frame. Then, pass the connecting pin through the hinge ear plate and the hinge plate.

[0087] Step Six: Use a crawler crane to connect the support frame and apply tension to the support frame; then, the transport vehicle drives away;

[0088] Step 7: Then, the crawler crane lifts and rotates the support frame and the upper steel box loaded inside the support frame around the connecting pin; until the support frame is adjusted from a horizontal state to a vertical state; then, the support frame and the moving adjustment platform are fixed.

[0089] Step 8: Release the hook of the crawler crane, move the adjustment platform to change the position of the support frame, thereby changing the position of the upper steel box until the upper steel box is adjusted to the position where it is welded to the lower steel box.

[0090] Step 9: The upper steel box and the lower steel box are welded together to form a complete first-phase steel box structure;

[0091] Then the crawler crane lifts the upper steel box again; next, all the electrically controlled permanent magnet chucks of the support frame lose their magnetic attraction, and all the support arms retract; then, all the vertical telescopic columns of the moving adjustment platform descend to the lowest position, at which point the support frame is completely separated from the upper steel box; then the rotating beam in the limit mechanism is controlled to open; the slide and the track are loosened, and the moving adjustment platform is moved outward along the track as a whole;

[0092] Step 10: The entire first-phase steel box structure is lowered into the trench section by a crawler crane;

[0093] Step 11: Close the rotating beam on the support frame. Then, move the entire movable adjustment platform back to its original position and secure the slide rail to the track. Next, connect the crawler crane to the support frame. Remove the connecting pin on one side of the support frame and the movable adjustment platform, and drive the transport vehicle to the set position. Then, the crawler crane gradually lowers the support frame from a vertical position to a horizontal position. Then, all the multi-functional walking modules of the transport vehicle operate, adjust the height of the transport vehicle, and bring the transport vehicle into contact with the lower surface of the support frame. Then, install the positioning pin to complete the assembly of the transport vehicle and the support frame.

[0094] Finally, remove the connecting pins between the support frame and the movable adjustment platform, thus severing their connection; this completes the support and erection of the upper steel box.

[0095] Based on the above operations, the construction and support work of the diaphragm wall steel box can be easily realized. Specific implementation examples:

[0097] This invention discloses an integrated transport and support system, which mainly includes a transport device and a support device; the support system disclosed in this invention also needs to be used in conjunction with a crawler crane 7.

[0098] In the present invention, up, down, left, right, front, and back represent relevant directions and have no special meaning, and are not intended to limit the technical solution.

[0099] The main components disclosed in this invention include a steel box 1, a multi-functional transport support frame 2, a transport vehicle 3, a mobile adjustment platform 4, a trough section 5, a lower steel box 6, and a crawler crane 7.

[0100] Steel box 1 structure as follows Figure 1 As shown, it mainly consists of brackets 101, a plate 102, horizontal lifting lugs 103, a dual-axis tilt sensor 104, and vertical lifting lugs 105. The main structure of the steel box 1 is welded from the plate 102; the brackets 101 are symmetrically welded to both sides of the top opening of the steel box 1, two on each side, for support during vertical erection; the vertical lifting lugs 105 are welded to the top opening of the steel box 1, two on each side, for hoisting the steel box 1; the horizontal lifting lugs 103 are welded near the bottom opening of the steel box 1, and work with the vertical lifting lugs 105 for horizontal hoisting of the steel box 1; the dual-axis tilt sensor 104 is located at the top opening and is used to detect the attitude of the steel box during position adjustment.

[0101] Multifunctional transport support frame 2 structure as follows Figures 2-4 As shown, it mainly consists of a support frame 201, lateral support arms 202, hinge plates 203, electrically controlled permanent magnet chucks 204, fastening plates 205, a rotary motor 206, a rotating beam 207, a fixed beam 208, and a fixed plate 209. The support frame 201 is a welded steel structure and forms the main structure of the multi-functional transport support frame 2. The lateral support arms 202 are arranged on the left and right sides of the support frame 201 and are mainly used for lateral support of the steel box 1; their structure is as follows... Figure 5 As shown, it mainly consists of an outer sleeve 2021, an inner sleeve 2022, and a support plate 2023. The outer sleeve 2021 is fixedly connected to the support frame 201 and has a built-in hydraulic cylinder that can drive the inner sleeve 2022 to extend and retract along the outer sleeve 2021. The support plate 2023 is fixedly connected to the inner sleeve 2022. A hinge plate 203 is welded to the bottom end of the support frame 201 for hinged connection with the movable adjustment platform 4. An electrically controlled permanent magnet chuck 204 is arranged on the lower layer of the support frame 201 and is mainly used for suction and fixation of the front of the steel box. A fastening plate 205 is fixed to the upper surface of the support frame 201. It is a rigid structure; the fixed end of the rotary motor 206 is installed on the fastening plate 205, and the rotating end is assembled with the rotating beam 207, which can drive the rotating beam 207 to rotate around the rotary motor 206; the fixed beam 208 is a rigid structure and is fixed to the fastening plate 205; the fixed beam 208 and the rotating beam 207 are used to support the steel box 1; the fixed plates 209 are evenly welded to the bottom surface of the support frame 201, and there are 4 plates in total. The fixed plates are provided with fixing holes 2091, which are mainly used to fix the multi-functional transport support frame 2 and the transport vehicle 3. The fixing holes 2091 can be passed through the positioning pins.

[0102] The structure of the transport vehicle 3 is as follows Figures 6-7 As shown, the vehicle mainly consists of a frame 301, a cab 302, navigation mounting columns 303, a Beidou antenna 304, a multi-functional walking module 305, a mounting panel 306, and a positioning pin 307. The frame 301 is a steel structure component that serves as the support frame for the transport vehicle. Two symmetrically mounted navigation mounting columns 303 are arranged above the cab 302, each equipped with a Beidou antenna 304 for positioning and navigation of the transport vehicle. In actual use, the multi-functional walking module 305 can utilize existing technology; it can be a drive device similar to that disclosed in 201910368421.2 - A straddle-type rail beam transporter and its usage method, or other walking mechanisms; for example, some walking mechanisms can have independent steering and height adjustment functions, responsible for the vehicle's steering, height adjustment, and movement.

[0103] The multi-functional walking module 305 is located below the frame 301 and has independent steering and height adjustment functions, responsible for the vehicle's steering, height adjustment, and movement. The mounting panel 306 is fixed to the bottom of the frame 301 and has a positioning pin hole 3061 for assembly with the positioning pin 307. It is mainly used for connecting and fixing the transport vehicle 3 to the multi-functional transport support frame 2. The transport vehicle 3 has two walking modes: manual driving and automatic driving. In automatic driving mode, the transport vehicle 3 uses the position signal collected by the Beidou antenna 304 as the detection end and the multi-functional walking module 305 as the execution end. It adjusts the position of the transport vehicle 3 by detecting the deviation between the walking route and the target route, forming an automatic walking closed-loop control system to realize the automatic walking function of the transport vehicle 3. Figure 8 As shown.

[0104] The structure of the movable adjustment table 4 is as follows Figure 9As shown, it mainly consists of a track 401, vertical sleeves 402, a straight connecting beam 403, a C-shaped connecting beam 404, a vertical telescopic column 405, a hinged ear plate 406, a connecting pin 407, and a slide groove 408. The four vertical sleeves 402 are fixedly connected by the straight connecting beam 403 and the C-shaped connecting beam 404 to form the overall frame structure of the movable adjustment platform 4. A slide groove 408 is fixedly connected below the vertical sleeves 402, allowing the overall frame to slide along the track 401. The slide groove 408 also has a tightening and loosening function, allowing adjustment of the tightness relationship with the track 401 according to work needs. The vertical telescopic column 405 and the hinged ear plate 406 are fixedly connected as a whole, with a built-in hydraulic cylinder that can drive the vertical telescopic column 405 along the vertical sleeves 401. 2. Perform lifting and lowering actions; the connecting pin 407 is assembled with the hinge ear plate 406 for the hinge assembly of the multi-functional transport support frame 2 and the movable adjustment platform 4; the movable adjustment platform 4 also has an automatic leveling function for the steel box. The automatic leveling control system uses the dual-axis tilt sensor 104 installed on the steel box 1 as the detection device. The tilt angle of the steel box 1 is detected by the dual-axis tilt sensor 104, and then the lifting and lowering of the vertical telescopic column 405 is used as the adjustment execution end. The automatic leveling algorithm automatically adjusts the steel box 1 to a horizontal installation state. Its structure is as follows: Figure 10 As shown; the movable adjustment platform 4 is installed at the construction site, as... Figure 11 As shown, the lower steel box 6 is similar in structure to the steel box 1, except that the lower steel box 6 is a pre-positioned steel box, that is, it has been placed into the groove section 5 and is the lower section steel box, while the steel box 1 is the upper section steel box and needs to be connected and welded to the lower steel box 6 to form a complete first-phase steel box structure; the track 401 is anchored on both sides of the groove section 5 and is used for the sliding of the overall frame of the moving adjustment platform 4.

[0105] Specific construction methods:

[0106] Step 1: After the steel box 1 is processed in the processing plant, drive the transport vehicle 3 into the processing plant. Use lifting equipment to hoist the multi-functional transport support frame 2 onto the transport vehicle 3 for assembly. Use the positioning pin 307 to pass through the fixing hole 2091 and the positioning pin hole 3061 in sequence to assemble and secure the multi-functional transport support frame 2 and the transport vehicle 3. At this time, all lateral support arms 202 are in the retracted state, all electrically controlled permanent magnet chucks 204 are not working, and the rotating beam 207 is parallel to the fixed beam 208. Figure 12 As shown;

[0107] Step Two: The rotary motor 206 on the multi-functional transport support frame 2 actuates, lifting the rotating beam 207, as shown. Figure 13 As shown;

[0108] Step 3: Using the factory's lifting equipment, connect the horizontal lifting lugs 103 and vertical lifting lugs 105 on the steel box 1, and lift the steel box 1 to the corresponding position on the multi-functional transport support frame 2; then, the rotary motor 206 operates, lowering the rotating beam 207 to the initial horizontal position; next, all the electrically controlled permanent magnet chucks 204 operate, clamping the lower plate surface 102 of the steel box 1; then, all the lateral support arms 202 extend, causing the support plate 2023 to press against the side of the steel box 1; at this time, the brackets 101 on both sides of the steel box 1 are tightly attached to the rotating beam 207 and the fixed beam 208 respectively, and the steel box 1 is secured by the multi-functional transport support frame 2, as shown. Figures 14-15 As shown;

[0109] Step 4: In manual driving mode, use transport vehicle 3 to transport the multi-functional transport support frame 2 and steel box 1 to the construction site. Align the hinge plate 203 of the multi-functional transport support frame 2 with the hinge ear plate 406 of the movable adjustment platform 4 to complete the rough positioning of the multi-functional transport support frame 2. At this time, the slide 408 and the track 401 are in a fixed state, that is, the movable adjustment platform 4 cannot move along the track 401. Figure 16 As shown;

[0110] Step 5: Based on the position of the hinge plate 406 on the mobile adjustment platform 4, under the combined drive of automatic walking mode and manual driving mode, align the hinge plate 203 on the lower side of the multi-functional transport support frame 2 with the assembly hole of the hinge plate 406 on one side of the mobile adjustment platform 4 to complete the precise positioning of the multi-functional transport support frame 2. Record the Beidou coordinates of the transport vehicle 3 at this time, and then pass the connecting pin 407 through the hinge plate 406 and the hinge plate 203; at this time, the vertical telescopic column 405 of the mobile adjustment platform 4 is in a high position, such as... Figure 17 As shown;

[0111] Step Six: First, remove the positioning pin 307 to detach the multi-functional transport support frame 2 from the transport vehicle 3; second, use the crawler crane 7 to connect to the top of the multi-functional transport support frame 2 and apply tension; then, all the multi-functional walking modules 305 of the transport vehicle 3 operate, lowering the vehicle body; at this time, the multi-functional transport support frame 2 detaches from the transport vehicle 3, one end is hinged to the movable adjustment platform 4, and the other end is lifted by the crawler crane 7, as shown... Figure 18 As shown;

[0112] Step Seven: First, the transport vehicle 3 departs, and the crawler crane 7 lifts it. Since the other end of the multi-functional transport support frame 2 is already hinged to the movable adjustment platform 4, it will gradually be adjusted from a horizontal state to a vertical state under the action of the crawler crane 7. Second, align the hinge plate 203 on the other side with the mounting hole of the hinge ear plate 406 on the other side of the movable adjustment platform 4, and use the connecting pin 407 to pass through the hinge ear plate 406 and the hinge plate 203. At this time, the multi-functional transport support frame 2 is completely assembled with the movable adjustment platform 4 as one unit. Figure 19 As shown;

[0113] Step 8: The crawler crane 7 releases its hook, the automatic leveling system of the moving adjustment platform 4 operates, and simultaneously the vertical telescopic column 405 descends, adjusting the steel box 1 to a position where it is welded to the lower steel box 6. Figure 20 As shown;

[0114] Step Nine: First, weld the steel box 1 to the lower steel box 6 to form a complete first-phase steel box structure. The crawler crane 7 then lifts the vertical lifting lugs 105 of the steel box 1. Second, remove the magnetic attraction from all the electrically controlled permanent magnet chucks 204 of the multi-functional transport support frame 2, and retract all the lateral support arms 202. Then, lower all the vertical telescopic columns 405 of the moving adjustment platform 4 to their lowest position. At this point, the multi-functional transport support frame 2 is completely detached from the steel box 1, and the steel box 1 is mainly lifted by the crawler crane 7. Next, the rotary motor 206 on the multi-functional transport support frame 2 activates, lifting the rotating beam 207. Then, loosen the slide 408 from the track 401, and move the moving adjustment platform 4 outward along the track 401 as a whole. Figure 21 As shown;

[0115] Step 10: The crawler crane 7 lowers the entire first-phase steel box structure into the trough section 5, as follows: Figure 22 As shown;

[0116] Step 11: First, the rotary motor 206 on the multi-functional transport support frame 2 actuates, retracting the rotating beam 207; then, the movable adjustment platform 4 moves back to its original position, securing the slide 408 to the track 401, and is then lifted by the crawler crane 7 to the top of the multi-functional transport support frame 2; next, the connecting pin 407 on the right side is removed, and the transport vehicle 3 is automatically driven to the Beidou coordinate position recorded in step five; then, the crawler crane 7 gradually lowers the multi-functional transport support frame 2 from a vertical state to a horizontal state; then, all the multi-functional walking modules 305 of the transport vehicle 3 operate, adjusting the height of the transport vehicle 3 so that it contacts the lower surface of the multi-functional transport support frame 2, and then the positioning pin 307 is installed, completing the assembly of the transport vehicle 3 and the multi-functional transport support frame 2; finally, the connecting pin 407 (on the left side) that mates with the multi-functional transport support frame 2 and the movable adjustment platform 4 is removed, disengaging the mate between the multi-functional transport support frame 2 and the movable adjustment platform 4, as shown below. Figure 23 As shown;

[0117] Finally, transport vehicle 3 drove out of the construction site, completing the single-round transport and erection of steel box 1, and can continue to drive into the processing plant for the next round of steel box transport and erection.

[0118] In addition, the supplementary explanations for this technical solution are as follows:

[0119] The lower steel box 6 is a steel box that is hoisted down from the lower section. It does not require long-term welding work or continuous support. Therefore, the above construction steps, excluding the alignment and butt welding of steel box 1 and lower steel box 6, are the transportation and erection plan for lower steel box 6.

[0120] In step seven, after the transport vehicle 3 leaves, it can continue to work in other places or transport other steel boxes, which increases the utilization rate of the idle time of the transport vehicle 3.

[0121] This invention aims to address the limitations of existing diaphragm wall steel box transportation and erection equipment and processes, which result in low construction safety, low equipment utilization, high equipment costs, and poor weather adaptability. It proposes an integrated diaphragm wall steel box transportation and erection system and its construction method. This system uses entirely new equipment and methods to transport and erect diaphragm wall steel boxes, improving the efficiency of special equipment use, enhancing construction safety and efficiency, eliminating the lifting process, improving the vertical adjustment accuracy of the steel boxes, and enhancing the adaptability of diaphragm wall steel box construction to adverse weather conditions. This ensures construction progress and saves project construction costs.

[0122] The main contents are as follows:

[0123] The transport support frame disclosed in this invention integrates an electrically controlled permanent magnet chuck, a telescopic arm, and a rotating beam, enabling effective fixation and erection of steel boxes. During steel box transport, the multi-functional transport support frame can be used in conjunction with transport vehicles for support and transport. During steel box erection, the multi-functional transport support frame can be used in conjunction with crawler cranes and mobile adjustment platforms for erection and support, allowing steel box construction to be carried out using a single crawler crane, reducing the equipment cost of the crawler crane. By reducing the lifting process, the safety of steel box construction is ensured, and the construction efficiency of steel box erection is improved. Simultaneously, with the support of the multi-functional transport support frame, the steel box does not require continuous lifting by the crawler crane during the butt welding process, improving the equipment utilization rate of the crawler crane. Furthermore, the use of the multi-functional transport support frame for rigid support and erection of the steel box enhances the safety of the steel box during the butt welding process and improves the adaptability of steel box construction to weather conditions.

[0124] The transport vehicle adopts a wheeled self-drive mobile form and is equipped with hydraulic active suspension. Combined with the Beidou navigation system, it can effectively adapt to the usage requirements of on-site construction, realize the precise positioning and self-movement of the transport vehicle, and facilitate the precise alignment of the steel box.

[0125] The mobile adjustment platform adopts a four-point independent support lifting structure, combined with a dual-axis tilt sensor installed on the steel box, which can effectively adjust the position and posture of the steel box, ensure the verticality of the steel box, and improve the construction accuracy of the steel box.

[0126] Obviously, the specific implementation of this invention is not limited to the above-described methods. Any non-substantial improvements made using the inventive concept and technical solution of this invention are within the protection scope of this invention.

Claims

1. A transport-and-build integrated support system, characterized in that, This includes transport equipment and support equipment; The transport device includes a transport vehicle; The support device includes a transport support frame and a movable adjustment platform, wherein the transport support frame includes a support frame body; One end of the support frame is connected to a limiting mechanism, and the other end is connected to a hinge mechanism. The support frame can be connected to the movable adjustment platform via a hinge mechanism; The support frame is connected to the transport vehicle via a detachable connection method; The support frame is equipped with a pressing mechanism; the pressing mechanism includes multiple support arms mounted on the frame; each support arm includes an outer sleeve, an inner sleeve, and a support plate; the outer sleeve is fixedly connected to the support frame, and a hydraulic cylinder is installed inside the outer sleeve; the inner sleeve is inserted into the end of the outer sleeve; the inner sleeve can move axially along the outer sleeve; the support plate is fixedly connected to the inner sleeve. The support frame is also equipped with an electrically controlled permanent magnet chuck. The limiting mechanism includes a rotation limiting component; the rotation limiting component includes a rotating beam mounted on the frame, and the rotating beam is connected to a rotation driving unit; The movable adjustment platform includes a track, a vertical sleeve, a straight connecting beam, a C-shaped connecting beam, a vertical telescopic column, a hinged ear plate, a connecting pin, and a slide groove; the movable adjustment platform includes multiple vertical sleeves and vertical telescopic columns; each vertical telescopic column corresponds to one vertical sleeve; adjacent vertical sleeves are connected by a straight connecting beam or a C-shaped connecting beam; the hinge mechanism includes a hinged plate at the end of the support frame.

2. The integrated support system for transporting and erecting structures according to claim 1, characterized in that, The support frame includes a front frame and two side frames on either side of the front frame. The horizontal projection of the front frame and the two side frames forms a [ shape; each side frame is equipped with a support arm.] 3. The integrated support system for frame transport according to claim 1, characterized in that, The support frame is connected to the transport vehicle via a pin connection mechanism; the pin connection mechanism includes a positioning pin hole on the transport vehicle and a fixing hole on the support frame; positioning pins are provided in the positioning pin hole and the fixing hole.

4. The integrated support system for transporting and erecting structures according to claim 1, characterized in that, The transport vehicle includes a frame, on which a mounting panel is provided, and a multi-functional walking module is connected to the frame.

5. The integrated support system for transporting and erecting structures according to claim 1, characterized in that, The support system includes a control system, which includes a detection module connected to the control module, and the control module connected to an execution module.

6. A construction method for diaphragm wall steel box support using the integrated transport and support system described in any one of claims 1-5, characterized in that: The construction method includes the following steps: Step 1: First, install support devices on the transport equipment; Step 2: Control the limiting mechanism to open the rotating beam within it; Step 3: Use lifting equipment to connect the upper steel box and hoist it onto the support device mentioned above; then control the limit mechanism to return the opened rotating beam to its original position; next, all the electrically controlled permanent magnet chucks will work to hold the upper steel box tightly; then, all the support arms will extend to press the support plate against the side of the upper steel box. Step 4: The upper steel box and support device to be installed are transported to the construction site through the transportation device. Then, the hinge plate of the support device is aligned with the hinge ear plate of the movable adjustment platform to complete the rough positioning of the support frame and the movable adjustment platform. Step 5: Based on the position of the hinge ear plate of the movable adjustment table, align the hinge plate on the support frame with the mounting hole of the hinge ear plate on one side of the movable adjustment table to complete the precise positioning of the support frame. Then, pass the connecting pin through the hinge ear plate and the hinge plate. Step Six: Use a crawler crane to connect the support frame and apply tension to the support frame; then, the transport vehicle drives away; Step 7: Then, the crawler crane lifts and rotates the support frame and the upper steel box loaded inside the support frame around the connecting pin; until the support frame is adjusted from a horizontal state to a vertical state; then, fix the support frame and the movable adjustment platform. Step 8: Release the hook of the crawler crane, move the adjustment platform to change the position of the support frame, thereby changing the position of the upper steel box until the upper steel box is adjusted to the position where it is welded to the lower steel box. Step 9: The upper steel box and the lower steel box are welded together to form a complete first-phase steel box structure; Then the crawler crane lifts the upper steel box again; next, all the electrically controlled permanent magnet chucks of the support frame lose their magnetic attraction, and all the support arms retract; then, all the vertical telescopic columns of the moving adjustment platform are lowered to the lowest position, at which point the support frame is completely separated from the upper steel box; then the rotating beam in the limit mechanism is controlled to open; the slide and the track are loosened, and the moving adjustment platform is moved outward along the track as a whole; Step 10: The entire first-phase steel box structure is lowered into the trench section by a crawler crane; Step 11: Close the rotating beam on the support frame. Then, move the entire movable adjustment platform back to its original position and secure the slide rail to the track. Next, connect the crawler crane to the support frame. Remove the connecting pin on one side of the support frame and the movable adjustment platform, and drive the transport vehicle to the set position. Then, the crawler crane gradually lowers the support frame from a vertical position to a horizontal position. Then, all the multi-functional walking modules of the transport vehicle operate, adjust the height of the transport vehicle, and bring the transport vehicle into contact with the lower surface of the support frame. Then, install the positioning pin to complete the assembly of the transport vehicle and the support frame. Finally, remove the connecting pins between the support frame and the movable adjustment platform, thus severing their connection; this completes the support and erection of the upper steel box.