Pier column steel bar binding jig

Abstract

This utility model provides a pier column rebar tying frame, including a working platform and a support frame. Multiple support frames are provided, with the working platform installed on at least one side of each frame. Each support frame includes a first transverse support and two sets of opposing side supports. The two ends of the first transverse support are slidably connected to the corresponding side supports, and the working platform is connected to the corresponding side supports. The first transverse support is adjusted to a preset height, and rebar is laid on the multiple first transverse supports. Workers tie the rebar on the working platform to form the first construction surface of the rebar skeleton, and then complete the remaining construction surfaces of the rebar skeleton. The advantages of this utility model are that it allows for the rapid and precise prefabrication of pier column rebar skeletons, improves the efficiency of pier column rebar tying construction, saves on-site scaffolding erection time through the working platform, shortens the construction period, saves construction costs, and ensures construction quality.

Description

Technical Field

[0001] This utility model belongs to the field of building construction technology, and in particular relates to a pier column rebar binding frame. Background Technology

[0002] In existing technologies, traditional bridge pier construction requires pre-embedding the pier reinforcement in the pier cap. After the pier cap is poured, scaffolding is erected for processes such as tying the pier reinforcement, setting up formwork, and pouring concrete. For irregularly shaped piers, all the stirrups of the pier must be pre-stacked before pre-embedding the reinforcement. This results in low construction efficiency and high construction costs. Traditional bridge pier construction suffers from technical problems such as requiring the pier cap to be poured before tying the pier reinforcement, leading to low construction efficiency and high costs. Utility Model Content

[0003] To solve the above-mentioned technical problems, this utility model provides a pier column rebar binding frame, which is especially suitable for prefabricated rebar skeletons to provide support for pier column rebar binding and improve construction efficiency.

[0004] The technical solution adopted by this utility model is: a pier column rebar binding frame, including a working platform and a support frame. There are multiple support frames, and the working platform is installed on at least one side of each support frame. Each support frame includes a first transverse support and two sets of oppositely arranged side supports. The two ends of the first transverse support are slidably connected to the corresponding side supports, and the working platform is connected to the corresponding side supports.

[0005] Furthermore, each side support includes a column and an adjustment mechanism. The adjustment mechanism includes a rack, a gear, a drive assembly, and a connecting assembly. The rack is connected to the column, the gear meshes with the rack, the output end of the drive assembly is connected to the gear, the drive assembly is slidably connected to the column through the connecting assembly, the connecting assembly is connected to the corresponding end of the first transverse support, and the work platform is connected to the corresponding column.

[0006] Furthermore, the connecting component includes multiple limiting pulleys, which are symmetrically arranged on both sides of the driving component and slidably connected to the column.

[0007] Furthermore, each support frame also includes a bottom bracket and a fixed brace. The bottom bracket is connected to the column, and the two ends of the fixed brace are connected to the bottom bracket and the column, respectively.

[0008] Furthermore, the work platform includes a platform body and a protective railing connected to the platform body, with the platform body connected to the corresponding upright.

[0009] Furthermore, the support frame also includes a second transverse bracket, and the two ends of the second transverse bracket are detachably connected to the corresponding side brackets. Multiple first transverse brackets form a height-adjustable first steel reinforcement support surface, and multiple second transverse brackets form a second steel reinforcement support surface, with the first steel reinforcement support surface and the second steel reinforcement support surface being arranged opposite to each other.

[0010] Furthermore, the support frame also includes stabilizing legs, which are movably connected to the side supports to support the first or second lateral support.

[0011] The advantages and positive effects of this utility model are as follows: by adopting the above technical solution, the steel reinforcement cage can be prefabricated in advance to provide support for the positioning and binding of the pier column reinforcement, thereby improving construction efficiency. It can also save the turnover time of on-site scaffolding erection through the work platform; it has the advantages of shortening the construction period, saving construction costs and ensuring construction quality. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the main structure of one embodiment of the present invention;

[0013] Figure 2 This is a side view structural diagram of one embodiment of the present invention;

[0014] Figure 3 This is a schematic diagram of a single-sided column structure according to an embodiment of this utility model;

[0015] Figure 4 This is a schematic diagram of the adjustment mechanism in one embodiment of the present invention;

[0016] Figure 5 This is a schematic diagram of the structure of the stabilizing support leg in one embodiment of this utility model;

[0017] In the picture:

[0018] 1. Rack and pinion; 2. Adjustment mechanism; 3. First transverse support.

[0019] 4. Stable outriggers; 5. Reinforcing steel bars; 6. Support columns.

[0020] 7. Guardrail 8. Platform base 9. Bottom support

[0021] 10. Bolts; 11. Fixing brace; 12. Platform bottom support.

[0022] 13. Platform reinforcement diagonal brace; 14. Second transverse support; 15. Connecting frame.

[0023] 21. Drive assembly; 22. Gear; 23. Limit pulley

[0024] 24. Control components 25. Limiting components Detailed Implementation

[0025] The embodiments of the present invention will be described below with reference to the accompanying drawings. The described embodiments are only some embodiments of the present invention, and not all embodiments.

[0026] The embodiments of this utility model are described in detail below. Examples of these embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar units or units having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain this utility model, and should not be construed as limiting this utility model.

[0027] In the description of this utility model, it should be understood that terms such as "installation", "connection", and "fixation" should be interpreted broadly, and can refer to direct connection, installation or fixation, or indirect connection, installation or fixation. This utility model does not limit this.

[0028] like Figures 1 to 5 The diagram illustrates an embodiment of a rebar tying frame for pier columns according to this utility model. It includes a working platform and a support frame. Multiple support frames are present, with a working platform installed on at least one side of each frame. Each support frame includes a first transverse support 3 and two sets of opposing side supports. The two ends of the first transverse support 3 are slidably connected to the corresponding side supports. The working platform is connected to the corresponding side supports, providing operating space for construction workers. In this embodiment, working platforms are installed on both sides of the support frame, and multiple side supports on each side are connected to the same working platform to form a continuous and interconnected working channel. Construction workers can walk on the working platform and tie the rebar erected on the support frame.

[0029] The main steps of the reinforcement binding construction method for pier columns are as follows:

[0030] S1. Fix the aforementioned pier column reinforcement binding frame to the construction area. Before or during the construction of the pier cap, begin the prefabrication and binding of the pier column reinforcement.

[0031] S2. Pier column reinforcement positioning and binding: Specifically, adjust the corresponding first transverse support 3 to the preset height, lay reinforcement 5 on multiple first transverse supports 3 to form a horizontal positioning benchmark, and bind the reinforcement 5 on the work platform to form the first construction surface of the reinforcement skeleton. Then, complete the reinforcement assembly and binding of the remaining construction surfaces of the reinforcement skeleton until a complete three-dimensional reinforcement skeleton is formed.

[0032] S3. Reinforcing steel cage transfer and cyclic construction: Specifically, after the reinforcement of the pier column is tied, the prefabricated reinforcing steel cage is lowered to the installation plane, and the reinforcing steel cage is transferred to the semi-finished product area for temporary storage using hoisting equipment, and then the prefabrication and tying of the reinforcing steel cage of the next pier column is carried out.

[0033] S4. Finished product hoisting and collaborative construction: Specifically, before the pier cap formwork assembly process, hoisting equipment is used to hoist the prefabricated pier column steel reinforcement cage into place.

[0034] This embodiment utilizes a pier column rebar binding jig to achieve three-dimensional positioning and multi-face binding of prefabricated rebar skeletons, avoiding the time-consuming traditional scaffolding erection and improving construction efficiency. The sliding connection of the first transverse support ensures adjustable rebar layer height, guarantees skeleton dimensional accuracy, and ensures precise control of construction quality. It also facilitates the descent of the prefabricated rebar skeleton onto the installation plane. Pier column rebar binding and foundation construction can be carried out in parallel, shortening the construction period and optimizing construction procedures. The pier column rebar binding jig is easy to assemble and disassemble, and can be reused, reducing the consumption of auxiliary materials and site occupation.

[0035] The size and quantity of the support frame can be arranged according to the preset weight and length of the pier column. The pier column reinforcement binding frame also includes a connecting frame 15. Adjacent side supports located on the same side are connected by the connecting frame 15 to improve stability. The connecting frame 15 can be made of channel steel as a connecting beam to ensure the safety and stability of the construction process.

[0036] In this embodiment, each side support includes a column 6 and an adjustment mechanism 2. The adjustment mechanism 2 includes a rack 1, a gear 22, a drive assembly 21, and a connecting assembly. The rack 1 is connected to the column 6, the gear 22 meshes with the rack 1, the output end of the drive assembly 21 is connected to the gear 22, the drive assembly 21 is slidably connected to the column 6 through the connecting assembly, the connecting assembly is connected to the corresponding end of the first transverse support 3, and the working platform is connected to the corresponding column 6. Preferably, a limiting member 25 is provided at the end of the rack 1 to prevent the gear 22 from slipping. The adjustment mechanism 2 also includes a control member 24, the drive assembly 21 is electrically connected to the control member 24, and the control member 24 is used to control the start or stop of the drive assembly 21. Personnel can adjust the height of the first transverse support 3 on the ground or working platform according to construction needs through the control member 24. In this embodiment, the drive assembly 21 integrates a motor, an electromagnetic brake, and a reducer, and is connected to the control member 24 located on the ground through a cable. The electromagnetic brake can automatically lock the gear 22 when the motor stops running. In this embodiment, the height of the first transverse support 3 can be quickly adjusted through the adjustment mechanism 2 to meet the on-site working height and the binding of steel bars for pier columns of different sizes, ensuring the construction quality of the pier column steel bars, and also facilitating the lowering of the prefabricated steel bar skeleton.

[0037] In this embodiment, the connecting assembly includes multiple limiting pulleys 23, which are symmetrically arranged on both sides of the driving assembly 21 and slidably connected to the column 6. Preferably, the column 6 is made of I-beam steel, the first transverse support 3 is made of channel steel, the first transverse support 3 is connected to the corresponding limiting pulley 23, and a rack 1 is installed on the outer flange plate of the column 6. The multiple limiting pulleys 23 are symmetrically arranged to engage with both sides of the web plate of the column 6, ensuring the stability of the adjusting mechanism 2 sliding on the column 6.

[0038] In this embodiment, each support frame further includes a bottom bracket 9 and a fixed support 11. The bottom bracket 9 is connected to the column 6, and the two ends of the fixed support 11 are connected to the bottom bracket 9 and the column 6, respectively. Preferably, the bottom bracket 9 is provided with ground anchoring holes and can be fixed to the ground by bolts 10. The bottom bracket 9 is vertically connected to the column 6, and the bottom bracket 9, the column 6, and the fixed support 11 form a stable triangular structure.

[0039] In this embodiment, the working platform includes a platform body and a protective railing 7 connected to the platform body. The platform body is connected to the corresponding uprights 6. Preferably, the platform body includes a platform bottom support 12, a platform base plate 8, and platform reinforcing diagonal braces 13. The platform bottom support 12 is connected to the corresponding uprights 6 and the platform base plate 8 to form a working passage. The two ends of the platform reinforcing diagonal braces 13 are respectively connected to the corresponding uprights 6 and the platform bottom support 12 for reinforcement. The protective railing 7 is connected to the platform bottom support 12, and the outside of the protective railing 7 is covered with safety netting. The platform base plate 8 can be made of scaffolding boards and equipped with kickboards.

[0040] In this embodiment, the support frame further includes a second transverse bracket 14, and both ends of the second transverse bracket 14 are detachably connected to corresponding side brackets. Multiple first transverse brackets 3 form a height-adjustable first reinforcing bar support surface, and multiple second transverse brackets 14 form a second reinforcing bar support surface, with the first and second reinforcing bar support surfaces positioned opposite each other. Preferably, the second transverse bracket 14 is also made of channel steel.

[0041] In this embodiment, the support frame further includes a stabilizing leg 4, which is movably connected to the side bracket to support the first transverse bracket 3 or the second transverse bracket 14. Preferably, the stabilizing leg 4 is detachably connected to the side bracket. The flange of the column 6 has mounting holes along its length. The stabilizing leg 4 includes a support and a rod connected at an acute angle to the support. The rod is used to insert into the mounting hole. The stabilizing leg 4 can be secured to the side of the column 6. The stabilizing leg 4 can be located below the adjustment mechanism 2 for auxiliary support. The stabilizing leg 4 can also be located below the second transverse bracket 14. The second transverse bracket 14 is detachably connected to the column 6 through the stabilizing leg 4. The number of stabilizing legs 4 is set according to usage requirements. The stabilizing leg 4 can also work with an electromagnetic brake to form a double anti-fall mechanism to better prevent the column reinforcement from falling when the adjustment mechanism 2 fails.

[0042] The specific construction process of this embodiment is as follows:

[0043] The pier reinforcement binding frame is fixed in the construction area. The lifting and lowering of the first transverse support 3 is adjusted by the control component 24, and all the first transverse supports 3 are adjusted to the same preset elevation. A stable support leg 4 is inserted below the adjustment mechanism 2 to lock the adjustment mechanism 2. The height of the second transverse support 14 is adjusted and the stable support leg 4 is inserted into the column 6 to reinforce the second transverse support 14.

[0044] One construction method of this embodiment is as follows: multiple second transverse supports 14 are adjusted to the same height to form a rectangular pier column steel reinforcement support surface;

[0045] Another construction method in this embodiment is as follows: multiple second transverse supports 14 are adjusted to different heights to form a gradient support surface, which can be used for the prefabrication and binding construction of steel bars for vase-shaped piers.

[0046] Multiple first transverse supports 3 can provide main support for the precast steel reinforcement skeleton, and multiple second transverse supports 14 can provide auxiliary support for the precast steel reinforcement skeleton.

[0047] After the pier reinforcement 5 is tied, the second transverse support 14 and the corresponding stable support leg 4 are disassembled. The height of the corresponding first transverse support 3 is lowered by adjusting the mechanism 2. The height of the first transverse support 3 is slidably adjusted to lower the prefabricated steel reinforcement skeleton to the installation plane. The prefabricated steel reinforcement skeleton is then transported for temporary storage.

[0048] This embodiment uses standardized dimensions for manufacturing, and the components can be detachably connected with bolts, making assembly convenient. After use, they can be disassembled for transportation or reuse.

[0049] The embodiments of this utility model have been described in detail above, but the content described is only a preferred embodiment of this utility model and should not be considered as limiting the scope of implementation of this utility model. All equivalent changes and improvements made in accordance with the claims of this utility model should still fall within the patent coverage of this utility model.

Claims

1. A pier column rebar binding frame, comprising a working platform and a supporting frame, characterized in that: The number of support frames is multiple, and the working platform is installed on at least one side of each of the multiple support frames. Each support frame includes a first transverse support and two sets of oppositely arranged side supports. The two ends of the first transverse support are slidably connected to the corresponding side supports, and the working platform is connected to the corresponding side supports.

2. The pier column reinforcement binding frame according to claim 1, characterized in that: Each of the side supports includes a column and an adjustment mechanism. The adjustment mechanism includes a rack, a gear, a drive assembly, and a connecting assembly. The rack is connected to the column, the gear meshes with the rack, the output end of the drive assembly is connected to the gear, the drive assembly is slidably connected to the column through the connecting assembly, the connecting assembly is connected to the corresponding end of the first transverse support, and the working platform is connected to the corresponding column.

3. The pier column reinforcement binding frame according to claim 2, characterized in that: The connecting component includes multiple limiting pulleys, which are symmetrically arranged on both sides of the driving component and slidably connected to the column.

4. The pier column reinforcement binding frame according to claim 2, characterized in that: Each of the support frames further includes a bottom bracket and a fixed brace, the bottom bracket being connected to the column, and the two ends of the fixed brace being connected to the bottom bracket and the column, respectively.

5. The pier column reinforcement binding frame according to claim 2, characterized in that: The working platform includes a platform body and a protective railing connected to the platform body, and the platform body is connected to the corresponding column.

6. The pier column reinforcement binding frame according to any one of claims 1-5, characterized in that: The support frame further includes a second transverse bracket, and the two ends of the second transverse bracket are detachably connected to the corresponding side brackets. Multiple first transverse brackets form a height-adjustable first steel reinforcement support surface, and multiple second transverse brackets form a second steel reinforcement support surface, with the first steel reinforcement support surface and the second steel reinforcement support surface being arranged opposite to each other.

7. The pier column reinforcement binding frame according to claim 6, characterized in that: The support frame also includes a stabilizing leg, which is movably connected to the side bracket to support the first transverse bracket or the second transverse bracket.

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