High wall construction work platform and construction method

Abstract

The application relates to a high wall construction workbench and a construction method, and relates to the field of high wall construction. The workbench comprises support frames, connecting assemblies and hoisting pieces. The support frames are provided with two support frames. The support frames comprise first splicing frames, second splicing frames, third splicing frames and mobile adjustment assemblies. The mobile adjustment assemblies comprise translation mechanisms and lifting mechanisms. The translation mechanisms are arranged between the first splicing frames and the second splicing frames. The lifting mechanisms are arranged between the second splicing frames and the third splicing frames. The two ends of the connecting assemblies are arranged on the third splicing frames of the two support frames respectively. The hoisting pieces are arranged on the connecting pieces and are used for hoisting wall body templates or corridor templates. The translation mechanisms are used for driving the second splicing frames and the third splicing frames to move in the direction of approaching or moving away from the wall body relative to the first splicing frames. The lifting mechanisms are used for driving the third splicing frames to move in the vertical direction. The application has the effect of reducing the safety risk of construction.

Description

Technical Field

[0001] This application relates to the field of high wall construction, and in particular to a high wall construction workbench and construction method. Background Technology

[0002] In special-purpose facilities such as prisons, military installations, and nuclear power plants, walls, as the core protective structure, play a crucial role in ensuring facility safety, functional isolation, and structural stability. Their construction quality and efficiency directly affect the overall success of the project. For example... Figure 1 As shown, taking a prison high wall as an example, the height of the high wall usually needs to exceed 5 meters. The high wall includes a wall body 8 and a corridor 9. The corridor 9 is cantilevered at the top of the wall body 8 to meet the security isolation requirements.

[0003] Currently, in the construction of prison walls, scaffolding is generally erected on both sides of the wall first, and then formwork is installed between the two scaffoldings. Then, concrete is poured from the top of the formwork for the concrete walls and corridors.

[0004] However, during formwork installation, to ensure sufficient construction space, a gap exists between the scaffolding and the formwork after the formwork is inserted between the two sides of the scaffolding. When construction workers stand on the scaffolding to perform concrete pouring and other procedures, the differences in worker size and changing work positions require them to lean forward, leading to inconvenience. Since high-altitude work is common in prison wall construction, this inconvenience poses a safety hazard. Summary of the Invention

[0005] To reduce safety risks during construction, this application provides a high wall construction workbench and construction method.

[0006] Firstly, this application provides a high-wall construction workbench, which adopts the following technical solution:

[0007] A high wall construction workbench includes a support frame, a connecting component, and a hoisting component. Two support frames are provided, each including a first splicing frame, a second splicing frame, a third splicing frame, and a movable adjustment component. The movable adjustment component includes a translation mechanism and a lifting mechanism. The translation mechanism is located between the first and second splicing frames, and the lifting mechanism is located between the second and third splicing frames. The two ends of the connecting component are respectively mounted on the third splicing frames of the two support frames. The hoisting component is mounted on the connecting component and is used for hoisting wall formwork or corridor formwork.

[0008] The translation mechanism is used to drive the second and third splicing frames to move relative to the first splicing frame toward or away from the wall; the lifting mechanism is used to drive the third splicing frame to move vertically.

[0009] By adopting the above technical solution, the cooperation of the translation and lifting mechanisms allows construction workers to adjust to a more convenient working position during construction, thereby reducing the need for workers to lean out and thus lowering safety risks during construction. Simultaneously, since the corridor cantilevered at the top of the wall, the translation mechanism drives the second and third splicing frames to move relative to the first splicing frame, providing construction space for the corridor and improving the applicability of the work platform.

[0010] Optionally, the support frame is provided with a tilting table assembly, which includes a tilting platform and a locking block; the tilting platform is rotatably connected to the support frame, and the locking block is connected to the support frame; the tilting platform abuts against the locking block to restrict the rotation of the tilting platform.

[0011] By adopting the above technical solution, during the construction process, the tilting platform rotates until it abuts against the locking block. The locking block can restrict the tilting platform from continuing to rotate, allowing construction workers to use the tilting platform for construction.

[0012] Optionally, the connecting assembly includes a first connecting rod and a second connecting rod, one end of the first connecting rod is connected to one of the support frames, one end of the second connecting rod is connected to the other support frame, the first connecting rod and the second connecting rod are slidably connected, and the lifting component is disposed on the first connecting rod.

[0013] By adopting the above technical solution, when the first splicing frame and the second splicing frame move relative to the first splicing frame, the first connecting rod and the second connecting rod slide relative to each other, so that the two support frames can still remain connected, thereby improving the stability of the connection between the two support frames and thus improving the overall stability of the workbench.

[0014] Optionally, the connection assembly further includes a stabilizing mechanism, which includes a first stabilizing support, a second stabilizing support, a guide rail, a stabilizing drive, and a slider;

[0015] The first stabilizing support is mounted on the support frame connected to the first connecting rod, and the second stabilizing support is mounted on the support frame connected to the second connecting rod; one end of the guide rail is slidably connected to the first stabilizing support, and the other end is connected to the second stabilizing support; the slider is slidably connected to the guide rail, and the slider is connected to the first connecting rod; the stabilizing drive is mounted on the second stabilizing support, and the stabilizing drive is used to drive the slider to slide on the guide rail.

[0016] By adopting the above technical solution, the slider connects the first connecting rod and the guide rail, improving the stability of the first connecting rod during its movement relative to the second connecting rod. Furthermore, by using a stabilizing drive to drive the slider to move synchronously with the translation mechanism, the stability of the first connecting rod's movement is further improved.

[0017] Optionally, the translation mechanism includes a translation base, a translation connecting seat, and a translation drive component. The translation base is connected to the first splicing frame, and the second splicing frame is connected to the translation connecting seat. The translation drive component is disposed on the translation base and is used to drive the translation connecting seat to slide on the translation base.

[0018] By adopting the above technical solution, the translation drive component drives the translation connecting seat to slide on the translation base, thereby realizing the movement of the second and third splicing frames relative to the first splicing frame, which facilitates the construction personnel to adjust the construction distance and reduces the safety risks during the construction process.

[0019] Optionally, the lifting mechanism includes a lifting base, a lifting connecting seat, and a lifting drive component. The lifting base is connected to the second splicing frame, and the third splicing frame is connected to the lifting connecting seat. The lifting drive component is disposed on the lifting base and is used to drive the lifting connecting seat to move in the vertical direction.

[0020] By adopting the above technical solution, the lifting drive unit can drive the lifting connecting seat to move vertically, thereby allowing the third splicing frame to move vertically, facilitating construction personnel to move to a suitable height for construction. Simultaneously, the connecting components rise along with the third splicing frame, making the workbench suitable for construction on walls and corridors of varying heights, thus improving the workbench's versatility.

[0021] Secondly, this application provides a high-wall construction method using a high-wall construction workbench, comprising the following steps:

[0022] S1. Two workbenches are set up, namely a first workbench and a second workbench. The first workbench is used for constructing the wall, and the second workbench is used for constructing the corridor.

[0023] S2. The wall template is hoisted into place using the hoisting components of the first workbench, and concrete is poured to form the wall.

[0024] S3. After the wall is formed, the wall template is removed, and the first workbench is moved so that the hoisting component can move the wall template to the next construction section.

[0025] S4. After the first workbench moves to the next construction section, repeat step S2; then move the second workbench to the position of the formed wall, use the hoisting component of the second workbench to hoist the corridor template into place, and pour concrete to form the corridor; after the corridor is formed, remove the corridor template and drive the second workbench to move, so that the hoisting component of the second workbench can move the corridor template to the next construction section.

[0026] S5. Repeat steps S3 and S4 until the high wall construction is completed, and then dismantle the first workbench and the second workbench in sequence.

[0027] By adopting the above technical solution, during the construction of high walls, a first and second workbench work together. After the first workbench completes its work on the wall section, it moves to the next section to continue working on that section. Meanwhile, the second workbench constructs the corridor on the completed wall. The first and second workbench work on the wall and corridor sequentially, reducing the possibility of needing to dismantle and rebuild the workbench, which would affect construction efficiency. Simultaneously, the movement of the first workbench moves the wall formwork, and the movement of the second workbench moves the corridor formwork, improving the utilization rate of both wall and corridor formwork, reducing the time required for formwork reconstruction, and increasing construction efficiency.

[0028] Optionally, in step S1, the translation mechanism drives the second splicing frame and the third splicing frame to move away from the wall relative to the first splicing frame in the support frame near the cantilevered side of the corridor on the second workbench.

[0029] By adopting the above technical solution, since the corridor is cantilevered at the top of the wall, the second and third splicing frames can be moved relative to the first splicing frame using the translation mechanism, thereby providing construction space for the corridor.

[0030] Optionally, in step S3, a stabilizer is provided between the support frame and the wall template, the stabilizer being used to restrict the movement of the wall template.

[0031] By adopting the above technical solution, during the process of the first workbench moving and driving the wall formwork to the next construction section, the stabilizer can connect the support frame of the first workbench with the wall formwork, thereby reducing the possibility of swaying during the movement of the wall formwork driven by the hoisting component.

[0032] Optionally, in step S4, a cantilever bracket is provided on the wall to support the corridor template.

[0033] By adopting the above technical solution, since the corridor cantilevered on the wall, the cantilever brackets can support the corridor formwork, thereby improving the stability of the corridor during construction. Simultaneously, in the support frame on the second workbench, after the second and third splicing frames move relative to the first splicing frame, the upper end of the first splicing frame can serve as a standing platform for construction workers, thus facilitating the construction of the cantilever brackets.

[0034] In summary, this application includes at least one of the following beneficial technical effects:

[0035] 1. By coordinating the translation and lifting mechanisms, construction workers can adjust to a more convenient working position, thereby reducing the need for them to lean out during construction and lowering safety risks. Simultaneously, since the corridor cantilevered at the top of the wall, the translation mechanism drives the second and third splicing frames to move relative to the first splicing frame, providing construction space for the corridor and improving the applicability of the work platform.

[0036] 2. By coordinating the first and second workbenches, after the first workbench completes the wall construction, it moves to the next construction section to continue working on the wall. Meanwhile, the second workbench constructs the corridor on the completed wall. The first and second workbenches sequentially construct the wall and corridor, reducing the possibility of needing to dismantle and rebuild the workbenches, which would affect construction efficiency. Simultaneously, the movement of the first workbench can move the wall formwork, and the movement of the second workbench can move the corridor formwork, improving the utilization rate of both wall and corridor formwork, reducing the time required for formwork reconstruction, and increasing construction efficiency.

[0037] 3. By setting up a stabilizing component, during the process of the first workbench moving and driving the wall formwork to the next construction section, the stabilizing component can connect the support frame of the first workbench with the wall formwork, thereby reducing the possibility of swaying during the movement of the wall formwork driven by the hoisting component. Attached Figure Description

[0038] Figure 1 This is a schematic diagram of a high wall structure in the background art of this application;

[0039] Figure 2 This is a schematic diagram of the overall structure of a high wall construction workbench according to Embodiment 1 of this application;

[0040] Figure 3 This is a schematic diagram of the overall structure of the first splicing frame of a high wall construction workbench in Embodiment 1 of this application;

[0041] Figure 4 This is a schematic diagram of the translation mechanism of a high wall construction workbench in Embodiment 1 of this application;

[0042] Figure 5 This is a structural schematic diagram of the lifting mechanism of a high wall construction work platform according to Embodiment 1 of this application;

[0043] Figure 6 This is a schematic diagram of the structure of a connecting component for a high wall construction workbench according to Embodiment 1 of this application;

[0044] Figure 7 This is a schematic diagram of the structure of a tilting table assembly for a high wall construction workbench according to Embodiment 1 of this application;

[0045] Figure 8 This is a schematic diagram of the support frame assembly of the first workbench in a high wall construction method according to Embodiment 2 of this application;

[0046] Figure 9 This is a schematic diagram of the wall construction method of a high wall construction method in Embodiment 2 of this application;

[0047] Figure 10 This is a schematic diagram of the wall formwork movement in a high wall construction method according to Embodiment 2 of this application;

[0048] Figure 11 This is a schematic diagram of corridor construction according to a high wall construction method in Embodiment 2 of this application;

[0049] Figure 12 This is a schematic diagram of the dismantling of the support frame of the first workbench in a high wall construction method according to Embodiment 2 of this application.

[0050] In the diagram: 1. Support frame; 11. First splicing frame; 12. Second splicing frame; 13. Third splicing frame; 14. Moving and adjusting assembly; 141. Translation mechanism; 1411. Translation base; 1412. Translation connecting seat; 1413. Translation drive component; 142. Lifting mechanism; 1421. Lifting base; 1422. Lifting connecting seat; 1423. Lifting drive component; 1a. First support frame; 1b. Second support frame; 2. Connecting assembly; 21. First connecting rod; 211. Mounting hole; 22. Second connecting rod; 23. Stabilizing mechanism; 231. First stabilizing support seat; 232. Second stabilizing support; 233. Guide rail; 234. Stabilizing drive component; 235. Slider; 3. Lifting component; 4. Tilting table assembly; 41. Tilting platform; 42. Locking block; 43. Pull rope; 5. Cantilever bracket; 6. Walking platform; 7. Staircase; 8. Wall; 81. Wall formwork; 9. Corridor; 91. Corridor formwork; 101. First temporary reinforcement component; 102. Support component; 103. Stabilizing component; 104. Second temporary reinforcement component; 105. Walking wheel; 106. Drive wheel; 107. Support foot; 100. First workbench; 200. Second workbench. Detailed Implementation

[0051] The following is in conjunction with the appendix Figure 2 - Appendix Figure 12 This application will be described in further detail.

[0052] Example 1

[0053] Embodiment 1 of this application discloses a high-wall construction workbench, such as Figure 2 As shown, the workbench includes a support frame 1, a connecting assembly 2, and a lifting component 3. In this embodiment 1, the workbench is provided with two support frames 1, namely a first support frame 1a and a second support frame 1b, which have the same structure.

[0054] Specifically, such as Figure 2 and Figure 3 As shown, the first support frame 1a includes a first splicing frame 11, a second splicing frame 12, a third splicing frame 13, and a moving adjustment assembly 14. The bottom end of the first splicing frame 11 is equipped with a traveling wheel 105 and a drive wheel 106. The drive wheel 106 is equipped with a drive source, which can drive the worktable to move.

[0055] like Figure 2 and Figure 4As shown, the movable adjustment assembly 14 includes a translation mechanism 141 and a lifting mechanism 142. The translation mechanism 141 includes a translation base 1411, a translation connecting seat 1412, and a translation drive component 1413. The translation base 1411 is fixedly connected to the first splicing frame 11, and the translation connecting seat 1412 is slidably connected to the translation base 1411. Preferably, the translation drive component 1413 is a linear module. The body of the translation drive component 1413 is fixedly connected to the translation base 1411, and the output end of the translation drive component 1413 is connected to the translation connecting seat 1412. The translation drive component 1413 can drive the translation connecting seat 1412 to slide on the translation base 1411. The second splicing frame 12 is fixedly connected to the translation connecting seat 1412, allowing the translation base 1411 to drive the second splicing frame 12 to move horizontally relative to the first splicing frame 11.

[0056] like Figure 2 and Figure 5 As shown, the lifting mechanism 142 includes a lifting base 1421, a lifting connecting seat 1422, and a lifting drive component 1423. The lifting base 1421 is fixedly connected to the second splicing frame 12. Preferably, the lifting drive component 1423 is a linear module. The body of the lifting drive component 1423 is fixedly connected to the lifting base 1421, and the output end of the lifting drive component 1423 is fixedly connected to the lifting connecting seat 1422. The lifting drive component 1423 can drive the lifting connecting seat 1422 to move in the vertical direction. The lifting connecting seat 1422 is fixedly connected to the third splicing frame 13.

[0057] like Figure 2 and Figure 6 As shown, the connecting assembly 2 includes a first connecting rod 21, a second connecting rod 22, and a stabilizing mechanism 23. One end of the first connecting rod 21 is fixedly connected to the third splicing frame 13 of the first support frame 1a, and the other end of the first connecting rod 21 is slidably connected to the second connecting rod 22. The second connecting rod 22 is fixedly connected to the third splicing frame 13 of the first support frame 1a. In this embodiment 1, the first connecting rod 21 is provided with multiple mounting holes 211, which facilitate the installation of the lifting component 3. Preferably, the lifting component 3 is a hoist.

[0058] In addition, such as Figure 6As shown, the stabilizing mechanism 23 includes a first stabilizing support 231, a second stabilizing support 232, a guide rail 233, a stabilizing drive 234, and a slider 235. The first stabilizing support 231 is fixedly connected to the third splicing frame 13 of the first support frame 1a, and the second stabilizing support 232 is fixedly connected to the third splicing frame 13 of the second support frame 1b. One end of the guide rail 233 is slidably connected to the first stabilizing support 231, and the other end is fixedly connected to the second stabilizing support 232. The slider 235 is slidably connected to the guide rail 233 and fixedly connected to the first connecting rod 21. The stabilizing drive 234 is fixedly connected to the second stabilizing support 232 of the fuselage, and the output end of the stabilizing drive 234 is fixedly connected to the slider 235. Preferably, the stabilizing drive 234 is a pneumatic push rod. When the translation mechanism 141 drives the second splicing frame 12 and the third splicing frame 13 to move, the slider 235 connects the first connecting rod 21 and the guide rail 233, improving the stability of the first connecting rod 21 during its movement relative to the second connecting rod 22. The stabilizing drive component 234 drives the slider 235 to move synchronously with the translation mechanism 141, further improving the stability of the first connecting rod 21's movement.

[0059] It should be noted that in this embodiment 1, the corridor 9 is cantilevered on the wall 8 and located near the first support frame 1a. Through the cooperation of the translation mechanism 141 and the stabilizing mechanism 23, the second splicing frame 12 and the third splicing frame 13 of the first support frame 1a are moved during the construction of the corridor 9, so that the workbench can provide construction space for the corridor 9.

[0060] Meanwhile, during construction, construction workers can adjust the positions of the second splicing frame 12 and the third splicing frame 13 through the translation mechanism 141 and the lifting mechanism 142, thereby adjusting the distance between the construction workers and the corridor 9 and the wall 8, so that the construction workers are in a convenient construction position, thereby reducing the need for workers to adopt a leaning posture and thus reducing the safety risks during the construction process.

[0061] In addition, the height of the wall 8 may change during the design process to meet the needs of shape and structure. The height of the hoisting component 3 can be raised by the lifting mechanism 142, so that the workbench can adapt to the construction of walls 8 at different heights, reducing the possibility of rebuilding the workbench and improving construction efficiency.

[0062] like Figure 2 and Figure 7As shown, a tilting platform assembly 4 is also provided on the support frame 1. The tilting platform assembly 4 includes a tilting platform 41 and a locking block 42. The tilting platform 41 is rotatably connected to the support frame 1, and the locking block 42 is fixedly connected to the support frame 1. During construction, the tilting platform 41 rotates until it abuts against the locking block 42. The locking block 42 can restrict the tilting platform 41 from continuing to rotate, allowing construction personnel to use the tilting platform 41 for construction. In addition, a pull rope 43 is provided between the tilting platform 41 and the support frame 1. One end of the pull rope 43 is fixedly connected to the tilting platform 41, and the other end is fixedly connected to the support frame 1. The pull rope 43 can improve the stability of the connection between the tilting platform 41 and the support frame 1.

[0063] like Figure 1 As shown, a walking platform 6 and a staircase 7 are also installed on the support frame 1. The walking platform 6 and the staircase 7 facilitate the movement of construction workers on the work platform, thereby facilitating construction.

[0064] The implementation principle of a high-wall construction workbench in Embodiment 1 of this application is as follows:

[0065] After moving the workbench to the designated position, the wall formwork 81 and corridor formwork 91 are hoisted into place using hoisting component 3, and construction is then carried out.

[0066] During construction, construction workers can move the second splicing frame 12 and the third splicing frame 13 by moving the adjustment component 14 according to the construction situation, so that the construction workers are in a suitable construction position, which facilitates construction.

[0067] Example 2

[0068] Embodiment 2 of this application provides a method for constructing a high wall, including the following steps:

[0069] S1. Set up two workbenches, namely the first workbench 100 and the second workbench 200. The first workbench 100 is used for the construction of the wall 8, and the second workbench 200 is used for the construction of the corridor 9.

[0070] S2. Use the hoisting component 3 of the first workbench 100 to hoist the wall formwork 81 into place and pour concrete to form the wall 8.

[0071] S3. After the wall 8 is formed, the wall formwork 81 is removed, and the first workbench 100 is moved so that the hoisting component 3 can move the wall formwork 81 to the next construction section.

[0072] S4. After the first workbench 100 moves to the next construction section, repeat step S2; then move the second workbench 200 to the position of the formed wall 8, use the hoisting parts 3 of the second workbench 200 to hoist the corridor formwork 91 into place, and pour concrete to form the corridor 9; after the corridor 9 is formed, remove the corridor formwork 91, and drive the second workbench 200 to move, so that the hoisting parts 3 of the second workbench 200 can move the corridor formwork 91 to the next construction section.

[0073] S5. Repeat steps S3 and S4 until the high wall construction is completed, and then dismantle the first workbench 100 and the second workbench 200 in sequence.

[0074] Specifically, in this embodiment 2, two workbenches are provided, namely a first workbench 100 and a second workbench 200. The structures of the first workbench 100 and the second workbench 200 are the same, and their erection methods are the same. The first workbench 100 is used for constructing the wall 8, and the second workbench 200 is used for constructing the corridor 9. In the second workbench 200, according to the size of the corridor 9, the translation mechanism 141 of the first support frame 1a is used to move the second splicing frame 12 and the third splicing frame 13 of the first support frame 1a relative to the first splicing frame 11, thereby providing construction space for the corridor 9 and facilitating the construction of the corridor 9.

[0075] like Figure 8 As shown, when assembling the first workbench 100, the first splicing frame 11, the second splicing frame 12, the third splicing frame 13, the translation mechanism 141, and the lifting mechanism 142 are first spliced ​​to form the first support frame 1a. The splicing method of the second support frame 1b is the same as that of the first support frame 1a, and they are spliced ​​synchronously. During the splicing of the first support frame 1a and the second support frame 1b, a first temporary reinforcement member 101 is installed between the first support frame 1a and the second support frame 1b, and both ends of the first temporary reinforcement member 101 are fixedly connected to the first support frame 1a and the second support frame 1b, respectively.

[0076] like Figure 8 and Figure 9 As shown, after the first support frame 1a and the second support frame 1b are erected, the connecting component 2 is installed. The first temporary reinforcement component 101 improves the overall integrity between the first support frame 1a and the second support frame 1b during the erection of the first workbench 100, reducing the possibility of swaying and thus improving safety during construction. After the connecting component 2 is installed, the first temporary reinforcement component 101 is removed. Simultaneously, the lifting component 3 is installed on the first connecting rod 21.

[0077] like Figure 9As shown, after the first workbench 100 is erected, during the construction of the wall 8, the construction workers are positioned on the first workbench 100 and, with the help of the hoisting components 3 of the first workbench 100, hoist the wall formwork 81 to the designated position. Then, support components 102 are installed between the first support frame 1a and the second support frame 1b and the wall formwork 81, respectively. The support components 102 support the wall formwork 81 on the first support frame 1a and the second support frame 1b. Simultaneously, tie bolts are installed on the wall formwork 81 to fix the formwork on both sides of the wall 8. The cooperation of the support components 102 and the tie bolts reduces the possibility of movement and deformation of the wall formwork 81 during concrete pouring. After the support components 102 and the tie bolts are installed, the construction workers pour and cure the concrete on the first workbench 100.

[0078] like Figure 10 As shown, after the wall 8 is formed, the construction workers remove the support 102 and the wall template 81. At this time, the hoisting component 3 holds the wall template 81 in place. After the wall template 81 is removed, the drive wheel 106 can drive the first workbench 100 to move to the next construction section for the construction of the wall 8. At the same time, the wall template 81 moves along with the first workbench 100 under the drive of the hoisting component 3. In addition, the wall templates 81 on both sides of the wall 8 are respectively connected to the first support frame 1a and the second support frame 1b by stabilizing components 103. Preferably, the stabilizing component 103 is a steel cable. The stabilizing component 103 can reduce the possibility of the wall template 81 swaying during the movement of the wall template 81 with the first workbench 100.

[0079] After the first workbench 100 moves to the next construction section, the construction of the wall 8 continues. At the same time, the second workbench 200 moves to the position of the formed wall 8. At this time, the construction workers are on the second workbench 200 and work with the hoisting components 3 of the second workbench 200 to hoist the corridor formwork 91 into place.

[0080] Among them, such as Figure 11 As shown, when installing the corridor formwork 91, a cantilever bracket 5 is first fixedly connected to the formed wall 8. Jacks can be installed on the cantilever bracket 5 to support the corridor formwork 91. At the same time, tie bolts are installed on the corridor formwork 91, which improves the stability of the corridor formwork 91 during construction. When installing the formwork and cantilever bracket 5 at the bottom of the corridor 9, because the second splicing frame 12 and the third splicing frame 13 in the first support frame 1a of the second workbench 200 are misaligned relative to the first splicing frame 11, the upper end of the first splicing frame 11 can serve as a standing platform for construction workers, thus facilitating the installation of the formwork and cantilever bracket 5 at the bottom of the corridor 9.

[0081] After the first workbench 100 completes the construction of the wall 8 in the next construction section, it continues to move the wall formwork 81 to the next construction section. At this time, after the second workbench 200 completes the construction of the corridor 9, it continues to move to the next construction section. With the cooperation of the first workbench 100 and the second workbench 200, all construction sections are completed.

[0082] like Figure 12 As shown, after all construction sections are completed, the first workbench 100 and the second workbench 200 are dismantled sequentially. When dismantling the first workbench 100, second temporary reinforcement members 104 are connected between the first support frame 1a and the second support frame 1b and the wall 8, respectively. After connecting the first support frame 1a and the second support frame 1b to the wall 8 using the second temporary reinforcement members 104, the connecting component 2 is removed. This reduces the possibility of swaying due to decreased overall integrity between the first support frame 1a and the second support frame 1b after removing the connecting component 2, thus improving safety during the dismantling process. The dismantling method for the second workbench 200 is the same as that for the first workbench.

[0083] In addition, such as Figure 1 As shown in this embodiment 2, the bottom of the support frame 1 is equipped with a support foot 107. The support foot 107 can be adjusted in height to touch the ground, thereby reducing the possibility of the workbench shaking during construction and dismantling.

[0084] The implementation principle of a high wall construction method in Embodiment 2 of this application is as follows:

[0085] During the construction of the high wall, the first workbench 100 and the second workbench 200 work together. After the first workbench 100 completes the construction of wall 8, it moves to the next construction section to construct wall 8. At this time, the second workbench 200 constructs the corridor 9 on the completed wall 8. The first workbench 100 and the second workbench 200 construct wall 8 and corridor 9 sequentially, reducing the possibility of needing to dismantle and rebuild the workbench, which would affect construction efficiency. At the same time, when the first workbench 100 moves, it can move the wall formwork 81, and when the second workbench 200 moves, it can move the formwork, improving the utilization rate of the formwork, reducing the time for re-erecting the formwork, and improving construction efficiency.

[0086] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A high-wall construction workbench, characterized in that, The system includes a support frame (1), a connecting component (2), and a hoisting component (3). Two support frames (1) are provided, each including a first splicing frame (11), a second splicing frame (12), a third splicing frame (13), and a moving adjustment component (14). The moving adjustment component (14) includes a translation mechanism (141) and a lifting mechanism (142). The translation mechanism (141) is located between the first splicing frame (11) and the second splicing frame (12), and the lifting mechanism (142) is located between the second splicing frame (12) and the third splicing frame (13). The two ends of the connecting component (2) are respectively located on the third splicing frame (13) of the two support frames (1). The hoisting component (3) is located on the connecting component (2) and is used to hoist wall templates (81) or corridor templates (91). The translation mechanism (141) is used to drive the second splicing frame (12) and the third splicing frame (13) to move relative to the first splicing frame (11) toward or away from the wall (8); the lifting mechanism (142) is used to drive the third splicing frame (13) to move in the vertical direction.

2. The high wall construction workbench according to claim 1, characterized in that, The support frame (1) is provided with a flipping table assembly (4), which includes a flipping platform (41) and a locking block (42). The flipping platform (41) is rotatably connected to the support frame (1), and the locking block (42) is connected to the support frame (1). The flipping platform (41) abuts against the locking block (42) to restrict the rotation of the flipping platform (41).

3. The high wall construction workbench according to claim 1, characterized in that, The connecting assembly (2) includes a first connecting rod (21) and a second connecting rod (22). One end of the first connecting rod (21) is connected to one of the support frames (1), and one end of the second connecting rod (22) is connected to the other support frame (1). The first connecting rod (21) and the second connecting rod (22) are slidably connected. The hoisting component (3) is mounted on the first connecting rod (21).

4. A high wall construction workbench according to claim 3, characterized in that, The connecting assembly (2) further includes a stabilizing mechanism (23), which includes a first stabilizing support (231), a second stabilizing support (232), a guide rail (233), a stabilizing drive (234), and a slider (235). The first stabilizing support (231) is mounted on the support frame (1) connected to the first connecting rod (21), and the second stabilizing support (232) is mounted on the support frame (1) connected to the second connecting rod (22); one end of the guide rail (233) is slidably connected to the first stabilizing support (231), and the other end is connected to the second stabilizing support (232); the slider (235) is slidably connected to the guide rail (233), and the slider (235) is connected to the first connecting rod (21); the stabilizing drive (234) is mounted on the second stabilizing support (232), and the stabilizing drive (234) is used to drive the slider (235) to slide on the guide rail (233).

5. A high-wall construction workbench according to claim 1, characterized in that, The translation mechanism (141) includes a translation base (1411), a translation connecting seat (1412), and a translation drive (1413). The translation base (1411) is connected to the first splicing frame (11), and the second splicing frame (12) is connected to the translation connecting seat (1412). The translation drive (1413) is disposed on the translation base (1411) and is used to drive the translation connecting seat (1412) to slide on the translation base (1411).

6. A high-wall construction workbench according to claim 1, characterized in that, The lifting mechanism (142) includes a lifting base (1421), a lifting connecting seat (1422), and a lifting drive (1423). The lifting base (1421) is connected to the second splicing frame (12), and the third splicing frame (13) is connected to the lifting connecting seat (1422). The lifting drive (1423) is disposed on the lifting base (1421) and is used to drive the lifting connecting seat (1422) to move in the vertical direction.

7. A method for constructing a high wall, using a construction workbench as described in any one of claims 1-6, characterized in that, Includes the following steps: S1. Two workbenches are set up respectively, namely a first workbench (100) and a second workbench (200). The first workbench (100) is used to construct the wall (8), and the second workbench (200) is used to construct the corridor (9). S2. The wall template (81) is hoisted into place using the hoisting component (3) of the first workbench (100), and concrete is poured to form the wall (8). S3. After the wall (8) is formed, the wall template (81) is removed, and the first workbench (100) is driven to move, so that the hoisting component (3) can move the wall template (81) to the next construction section. S4. After the first workbench (100) moves to the next construction section, repeat step S2; then move the second workbench (200) to the position of the formed wall (8), use the hoisting component (3) of the second workbench (200) to hoist the corridor template (91) into place, and pour concrete to form the corridor (9); after the corridor (9) is formed, remove the corridor template (91), and drive the second workbench (200) to move, so that the hoisting component (3) of the second workbench (200) can move the corridor template (91) to the next construction section; S5. Repeat steps S3 and S4 until the high wall construction is completed, and then remove the first workbench (100) and the second workbench (200) in sequence.

8. A method for constructing a high wall according to claim 7, characterized in that, In step S1, the second workbench (200) is located near the support frame (1) on the cantilever side of the corridor (9), and the translation mechanism (141) drives the second splicing frame (12) and the third splicing frame (13) to move away from the wall (8) relative to the first splicing frame (11).

9. A method for constructing a high wall according to claim 7, characterized in that, In step S3, a stabilizer (103) is provided between the support frame (1) and the wall template (81), and the stabilizer (103) is used to restrict the movement of the wall template (81).

10. A method for constructing a high wall according to claim 7, characterized in that, In step S4, a cantilever bracket (5) is installed on the wall (8) to support the corridor template (91).

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