Post-cast strip special-shaped disc buckle back shore joint

By adopting the rear casting strap support node of the triangular lattice buckle frame, the problems of complex frame support, inconvenient material turnover, increased labor costs and limited construction efficiency in traditional construction are solved, and structural stability and construction efficiency are improved.

CN222649452UActive Publication Date: 2025-03-21中建五局第三建设有限公司 +1
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Patent Information

Application Number
CN202421211171.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-30
Publication Date
2025-03-21
Estimated Expiration
2034-05-30

AI Technical Summary

Technical Problem

The construction of traditional rear casting belt top support nodes has problems such as complex frame support, inconvenient material turnover, increased labor costs and limited construction efficiency.

Method used

A triangular lattice buckle frame is adopted, including support pipes, cantilever frames and top support. A stable support structure is achieved through buckle connections, simplifying the construction process and improving structural stability.

Benefits of technology

It improves the structural stability of the rear casting belt area, simplifies the construction process, improves construction efficiency, reduces labor costs and construction costs, and ensures the safety and quality of the building.

✦ Generated by Eureka AI based on patent content.

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Abstract

A post-cast strip special-shaped disc buckle back shore node comprises a triangular lattice type disc buckle frame, the triangular lattice type disc buckle frame comprises supporting main pipes and cantilever frames, connectors used for being connected with a top support are reserved at the top ends of the supporting main pipes, and the cantilever frames are fixed to the same sides of the two supporting main pipes. The length of the cantilever frames is matched with the distance between the central axis of the post-cast strip and the outermost side, close to the post-cast strip, of the formwork supporting frame, the two cantilever frames are arranged in parallel, and the two supporting main pipes and the ends, away from the supporting main pipes, of the two cantilever frames are connected and fixed into a whole through horizontally-arranged transverse connecting rods. The end, away from the supporting main pipe, of the cantilever frame is fixedly provided with a vertically-arranged cannon head used for being connected with a jacking, and a first disc buckle is fixedly arranged at the joint position, connected with the transverse connecting rod, of the exterior of the supporting main pipe in a sleeving mode. The device is convenient to erect, sufficient in space and stable in structure, the maintenance cost caused by common problems can be reduced, and the stability and the safety of a main body structure in the construction period are ensured.
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Description

Technical Field

[0001] The utility model relates to a post-cast belt special-shaped disc buckle top support node. Background Art

[0002] The post-cast strip is a reserved joint in the construction of the entire building structure. It is wide and strip-shaped, so it is called a "strip". After the main structure is completed, the post-cast strip will be filled with concrete to make the "joint" disappear. This design is intended to solve a series of problems in building construction, such as differential settlement, temperature shrinkage and other effects.

[0003] However, when pouring concrete, a mold needs to be laid out for the post-casting strip, so a formwork frame is needed to ensure the stability of the post-casting strip before and during pouring to prevent quality problems caused by structural deformation or displacement. Ensure that the construction of the post-casting strip can proceed smoothly.

[0004] The following problems often occur during the construction of traditional post-casting top support nodes:

[0005] (1) Complex frame support: The closed construction of the post-casting strip requires secondary formwork and overall frame support, which increases the difficulty and complexity of construction. At the same time, due to the particularity of the post-casting strip, the formwork and frame support need to pay special attention to issues such as size, position and fixing method to ensure construction quality and safety.

[0006] (2) Inconvenient material turnover: In areas with limited space such as basements, material turnover is particularly difficult. Especially when the post-casting zone is closed, the tower crane is generally dismantled, vertical transportation becomes more difficult, and the method of erecting the overall frame further increases the difficulty and cost of construction.

[0007] (3) Increased labor costs: Since the post-cast strip support frame requires a special installation and removal process, this increases the demand for skilled labor and thus increases labor costs.

[0008] (4) Limited construction efficiency: The installation and dismantling process of traditional steel pipe support frames is relatively cumbersome, and it is necessary to wait until the concrete reaches a certain strength before proceeding. This, to a certain extent, limits the construction efficiency and prolongs the overall construction period. Utility Model Content

[0009] The utility model solves the shortcomings of the prior art and provides a post-casting belt special-shaped disc buckle top support node which can effectively reduce construction procedures and improve construction efficiency.

[0010] To achieve the above-mentioned purpose, the utility model firstly proposes a post-cast strip special-shaped disc-buckle top support node, including a triangular lattice disc-buckle frame, the triangular lattice disc-buckle frame includes a supporting main pipe and a cantilever frame, the top of the supporting main pipe is reserved with a joint for connecting the top support, the bottom end is connected to the formwork frame through a lower connecting pipe, two supporting main pipes are vertically arranged, and a cantilever frame is fixed on the same side of the two supporting main pipes, the length of the cantilever frame matches the distance from the central axis of the post-cast strip to the outermost side of the formwork frame close to the post-cast strip, the two cantilever frames are arranged in parallel, the two supporting main pipes and the ends of the two cantilever frames away from the supporting main pipes are connected and fixed into a whole through horizontally arranged transverse connecting rods, the end of the cantilever frame away from the supporting main pipe is fixed with a vertically arranged gun head for connecting the top support, and a first disc is fixed outside the supporting main pipe at the node position connected to the transverse connecting rod.

[0011] In this embodiment, the cantilever frame is triangular and includes a horizontally arranged cantilever beam and an obliquely arranged diagonal support tube. One end of the cantilever beam and the diagonal support tube is fixed on the gun head and the other end is fixed on the supporting main tube. The cantilever beam and the diagonal support tube are connected and fixed by a vertical connecting rod.

[0012] In this embodiment, a third buckle is fixed on the outer sleeve of the gun head.

[0013] In this embodiment, a top support is detachably connected to the gun head, and the top of the supporting main pipe is threadedly connected to the top support.

[0014] In this embodiment, a second buckle is fixedly mounted on the outer sleeve of the lower connecting pipe.

[0015] In this embodiment, the formwork frame is a disc-type scaffolding.

[0016] With the above structure, the utility model has the following advantages:

[0017] (1) Enhanced structural stability: By adopting top support nodes, the supporting structure in the post-casting zone area has been significantly strengthened, thereby improving the stability of the overall structure. This enhancement helps prevent deformation, cracking and other problems in the structure during construction or after completion, ensuring the safety of the building.

[0018] (2) Improved construction efficiency: The use of post-casting top support nodes simplifies the construction process and reduces unnecessary construction steps. At the same time, due to the improved structural stability, the construction progress can be accelerated and the construction period can be shortened. This not only reduces construction costs, but also helps to improve the overall benefits of the project.

[0019] (3) Improved quality control: The design of the top support node helps to better control the construction quality of the post-casting zone area. By optimizing the support structure, errors and deviations during construction can be reduced and the tight connection between the post-casting zone and the surrounding structure can be ensured. This helps to improve the overall quality of the building and reduce the cost of subsequent maintenance and reinforcement.

[0020] (4) Wide adaptability: The post-cast strip top support node is suitable for various types of building structures and construction environments. Whether it is a high-rise building, a large commercial complex or a residential project, the top support node design can be flexibly adopted according to the actual situation to meet the specific needs of the project.

[0021] In summary, this device solves the problem of the difficulty of conventional post-casting strip formwork in coping with projects with high construction period, quality and safety requirements, and the erection spacing can be based on the spacing of the formwork frames on both sides, without the need for bottom poles, easy to erect, sufficient space and stable structure. It can reduce the maintenance cost caused by common problems and ensure the stability and safety of the main structure during construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0023] Figure 2 It is a rear view structural schematic diagram of the utility model.

[0024] In the figure: 1. triangular lattice-type disc-buckle frame; 11. cantilever frame; 12. supporting main pipe; 13. vertical connecting rod; 2. top support; 21. support rod; 22. top support member; 23. adjusting member; 3. horizontal connecting rod; 4. gun head; 5. first disc-buckle; 6. lower connecting pipe; 7. second disc-buckle; 8. third disc-buckle. DETAILED DESCRIPTION

[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0026] In addition, the technical solutions between the various embodiments of the present invention can be combined with each other, but it must be based on the fact that ordinary technicians in the field can implement it. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

[0027] like Figure 1 , 2As shown, a post-cast belt special-shaped disc buckle top support node includes a triangular lattice disc buckle frame 1, the triangular lattice disc buckle frame 1 includes a supporting main pipe 12 and a cantilever frame 11, the top of the supporting main pipe 12 is reserved with a joint for connecting the top support 2, and the bottom end is connected to the formwork frame through a lower connecting pipe 6, and the lower connecting pipe 6 is sheathed and fixed with a second disc buckle 7. In this embodiment, the formwork frame is a disc buckle scaffolding;

[0028] Two supporting main pipes 12 are arranged vertically, and a cantilever frame 11 is fixed on the same side of the two supporting main pipes 12. The length of the cantilever frame 11 matches the distance from the center of the post-casting strip to the outermost side of the formwork frame close to the post-casting strip. The two cantilever frames 11 are arranged in parallel, and the two supporting main pipes 12 are connected and fixed as a whole through a horizontally arranged transverse connecting rod 3. The ends of the two cantilever frames 11 away from the supporting main pipes 12 are also connected and fixed as a whole through a horizontally arranged transverse connecting rod 3. A vertically arranged gun head 4 for connecting with a top support is fixed on the end of the cantilever frame 11 away from the supporting main pipes 12, and a third disc 8 is fixed on the outside of the gun head 4; a top support 2 is detachably connected to the gun head 4, and a first disc 5 is fixed on the outside of the supporting main pipe 12 at the node position connected to the transverse connecting rod 3. Since the formwork frame and the top support are both existing technologies, the figure of this embodiment does not illustrate the formwork frame and the top support 2 on the gun head 4.

[0029] like Figure 2 As shown, the cantilever frame 11 is triangular, and includes a horizontally arranged cantilever beam and an obliquely arranged diagonal brace tube, one end of the cantilever beam and the diagonal brace tube is fixed on the gun head 4, and the other end is fixed on the supporting main pipe 12, and a vertical connecting rod 13 is also provided between the cantilever beam and the diagonal brace tube to connect and fix the two.

[0030] like Figure 1 As shown, the top of the supporting main pipe 12 is threadedly connected with a top support 2, and the top support 2 includes a support rod 21, two top supports and an adjusting member 23. The two top supports are arranged at the top of the support rod 21, and the support rod 21 is provided with an external thread. The adjusting member 23 is threadedly connected to the support rod 21, and the bottom end of the support rod 21 is threadedly installed in the supporting main pipe 12.

[0031] When in use, the device is inserted into the disc-type scaffolding and connected to the scaffolding through the lower connecting pipe 6, so that the gun head 4 of the cantilever frame 11 is placed directly below the post-cast strip, and the connection of the adjacent devices is achieved through the disc to ensure stability, and then the top supports are installed on the supporting main pipe 12 and the gun head 4, and the positions of the top supports are adjusted so that the two top supports are respectively supported below the floor slab and the post-cast strip formwork to complete the installation; after use, the device can be disassembled normally to achieve the turnover use of the device.

[0032] The above are only preferred embodiments of the present invention, and do not limit the patent scope of the present invention. All equivalent structural changes made by using the contents of the present invention specification and drawings under the concept of the present invention, or directly / indirectly applied in other related technical fields are included in the patent protection scope of the present invention.

Claims

1. A post-cast belt special-shaped disc buckle top support node, characterized in that: It comprises a triangular lattice disc-buckle frame, which comprises a supporting main pipe and a cantilever frame. A joint for connecting a top support is reserved at the top of the supporting main pipe, and the bottom end is connected to the formwork frame through a lower connecting pipe. Two supporting main pipes are arranged vertically, and a cantilever frame is fixed on the same side of the two supporting main pipes. The length of the cantilever frame matches the distance from the central axis of the post-casting strip to the outermost side of the formwork frame close to the post-casting strip. The two cantilever frames are arranged in parallel, and the two supporting main pipes and the ends of the two cantilever frames away from the supporting main pipes are connected and fixed into a whole through horizontally arranged transverse connecting rods. A vertically arranged gun head for connecting a top support is fixed on the end of the cantilever frame away from the supporting main pipe, and a first disc is fixed outside the supporting main pipe at a node position connected to the transverse connecting rod.

2. The post-cast strip special-shaped buckle top support node according to claim 1 is characterized in that: The cantilever frame is triangular and includes a horizontally arranged cantilever beam and an obliquely arranged diagonal brace tube. One end of the cantilever beam and the diagonal brace tube is fixed on the gun head and the other end is fixed on the supporting main pipe. The cantilever beam and the diagonal brace tube are connected and fixed by a vertical connecting rod.

3. The post-cast strip special-shaped buckle top support node according to claim 1 is characterized in that: A third buckle is fixed on the outer sleeve of the gun head.

4. The post-cast strip special-shaped buckle top support node according to claim 1 is characterized in that: The gun head is detachably connected with a top support, and the top of the supporting main pipe is threadedly connected with the top support.

5. The post-cast strip special-shaped buckle top support node according to claim 1 is characterized in that: A second buckle is fixed on the outer sleeve of the lower connecting pipe.

6. The post-cast strip special-shaped buckle top support node according to any one of claims 1 to 5, characterized in that: The formwork support frame is a disc-type scaffold.