Limited space folding type double-wall formwork supporting device
By using a folding double-wall formwork support device in civil air defense structure projects, the problem of difficult formwork construction in confined spaces is solved, convenient installation and dismantling are achieved, and construction efficiency and support stability are improved.
Patent Information
- Application Number
- CN202422783719.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-15
- Publication Date
- 2025-09-16
- Estimated Expiration
- 2034-11-15
AI Technical Summary
In basement civil air defense structure projects, the formwork construction space in the enclosed single-opening room is limited, which makes it difficult to reinforce and dismantle the formwork system, affecting the concrete molding quality and construction efficiency.
A foldable double-wall formwork support device is used, including the first and second wall formwork, thick square wood back ribs, rotating axis steel bars, supporting steel pipes and positioning screws. The formwork can be easily installed and removed through positioning hooks and steel pipe grooves.
It is easy to install and remove the formwork in a small space, which improves construction efficiency, reduces material damage, enhances support stability and reduces construction costs.
Smart Images

Figure CN223343671U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of formwork support, and more specifically, to a limited space foldable double-wall formwork support device. Background Art
[0002] During the construction of the basement civil air defense structure, some areas encountered problems such as enclosed single-opening rooms and those completely sealed on all three sides and the top except for a single opening. This confined space also presented limited operating space for shear wall formwork. After pouring, the confined space was narrow, the civil air defense door opening was small, and formwork removal was difficult. The quality of the concrete after pouring directly affected the subsequent use.
[0003] In the traditional vertical reinforcement of civil air defense walls, the space inside the civil air defense unit is small, the wall cross-section is large, and the distance between walls is small, which makes it difficult to reinforce and dismantle the formwork system. It is also difficult for construction workers to operate in the narrow space, resulting in idle work. Utility Model Content
[0004] To overcome the shortcomings of the prior art, the present invention provides a foldable double-wall formwork support device for confined spaces. This device facilitates formwork installation and reinforcement in confined and narrow spaces, and facilitates removal and transport after concrete pouring. It is easy for construction workers to operate, and the formwork system is easy to remove after concrete pouring, making it easy to transport. This significantly improves worker efficiency and contributes positively to project cost reduction and efficiency gains.
[0005] In order to solve the above technical problems, the technical solution adopted by the present invention is:
[0006] A limited space foldable double-wall formwork support device includes a foldable formwork assembly, the foldable formwork assembly includes a first wall formwork and a second wall formwork, the first wall formwork is provided with first thick square wooden back ribs at equal intervals, the second wall formwork is provided with second thick square wooden back ribs at equal intervals, the first thick square wooden back ribs and the second thick square wooden back ribs are hinged by a rotating shaft steel bar, the first thick square wooden back ribs and the second thick square wooden back ribs are provided with supporting steel pipes, and the supporting steel pipes are fixed by positioning screws.
[0007] Steel pipe grooves are provided on the outer sides of the first thick square timber back ribs and the second thick square timber back ribs, and the steel pipe grooves are provided in an arc-shaped structure.
[0008] A pipe groove cushion layer is fixedly arranged on the steel pipe groove, and the pipe groove cushion layer adopts an arc-shaped sheet structure.
[0009] The first thick square wood back edges and the second thick square wood back edges are arranged at corresponding positions, and the adjacent first thick square wood back edges and the second thick square wood back edges are arranged in close contact.
[0010] The first wall formwork and the second wall formwork have the same width. When the angle between the first wall formwork and the second wall formwork is 180 degrees, the edges of the first wall formwork and the second wall formwork are arranged to fit together.
[0011] Two groups of positioning hooks are symmetrically arranged on the first wall formwork, and the positioning hooks are arranged on the back ribs of the first thick square wood.
[0012] The thickness of the first thick square timber back edge and the second thick square timber back edge are the same.
[0013] Compared with the prior art, the present invention has the following beneficial effects:
[0014] The use of foldable formwork components makes it easy to install and reinforce the formwork in confined and narrow spaces, and easy to dismantle and transport after pouring concrete. Moreover, only minor changes to existing woodworking materials are required to achieve twice the result with half the effort, without causing significant damage to on-site materials. The provision of steel pipe troughs facilitates the positioning of supporting steel pipes and improves support stability. The provision of pipe trough pads increases the structural strength of the device and reduces damage to the pipe troughs by supporting steel pipes. The provision of positioning hooks facilitates the lifting of foldable formwork components on-site. This device is easy for construction workers to operate, and the formwork is easy to dismantle after pouring concrete, which facilitates transportation after dismantling. This can greatly improve workers' construction efficiency and play a positive role in reducing costs and increasing efficiency of projects. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a structural diagram;
[0016] Figure 2 This is the front view of the utility model;
[0017] Figure 3 This is a side view of the utility model;
[0018] In the figure: 1 is the first wall formwork, 2 is the second wall formwork, 3 is the first thick square wooden back rib, 4 is the second thick square wooden back rib, 5 is the rotating shaft steel bar, 6 is the steel pipe trough, 7 is the pipe trough cushion, 8 is the supporting steel pipe, 9 is the positioning screw, and 10 is the positioning hook. DETAILED DESCRIPTION
[0019] In order to more clearly understand the above-mentioned purposes, features and advantages of the present invention, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features therein can be combined with each other without conflict.
[0020] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways different from those described herein. Therefore, the scope of protection of the present invention is not limited to the specific embodiments disclosed below.
[0021] like Figures 1 to 3 As shown, a limited space foldable double-wall formwork support device includes a foldable formwork assembly, the foldable formwork assembly includes a first wall formwork 1 and a second wall formwork 2, the first wall formwork 1 is provided with first thick square wood back ribs 3 at equal intervals, the second wall formwork 2 is provided with second thick square wood back ribs 4 at equal intervals, the first thick square wood back ribs 3 and the second thick square wood back ribs 4 are hinged by a rotating axis steel bar 5, the first thick square wood back ribs 3 and the second thick square wood back ribs 4 are provided with support steel pipes 8, and the support steel pipes 8 are fixed by positioning screws 9.
[0022] Preferably, steel pipe grooves 6 are provided on the outer sides of the first thick square timber back rib 3 and the second thick square timber back rib 4, and the steel pipe grooves 6 are provided in an arc-shaped structure.
[0023] Preferably, a pipe groove cushion layer 7 is fixedly provided on the steel pipe groove 6, and the pipe groove cushion layer 7 adopts an arc-shaped sheet structure.
[0024] Preferably, the first thick square timber back edges 3 and the second thick square timber back edges 4 are arranged at corresponding positions, and the adjacent first thick square timber back edges 3 and the second thick square timber back edges 4 are arranged in close contact.
[0025] Preferably, the first wall formwork 1 and the second wall formwork 2 have the same width. When the angle between the first wall formwork 1 and the second wall formwork 2 is 180 degrees, the edges of the first wall formwork 1 and the second wall formwork 2 are arranged to fit together.
[0026] Preferably, two groups of positioning hooks 10 are symmetrically arranged on the first wall formwork 1 , and the positioning hooks 10 are arranged on the first thick square wood back rib 3 .
[0027] Preferably, the thickness of the first thick square timber back edge 3 and the second thick square timber back edge 4 are the same.
[0028] During construction, after the tower crane lifts the folding formwork assembly to a specific location, it uses the positioning hook 10 to fine-tune the plane position and elevation, so that the positioning screw 9 can smoothly penetrate the pre-opened eyes of the first wall formwork 1 and the second wall formwork 2 according to the original position. After the position meets the design requirements, the horizontal reinforcement on the positioning hook 10 is firmly tied to the wall reinforcement. Use the formwork installation plan and the side folding elevation to make the entire wall formwork, use the tower crane to assist in lifting it into place, and then use the support steel pipe 8 to reinforce it in place, and then remove and take out the positioning hook 10. After the reinforcement is completed, the top plate support frame is set up. When dismantling the formwork, the support steel pipe 8 and positioning screw 9 are removed after the concrete is poured. The exposed end screw is broken with a hammer, and the first thick square wood back rib 3 and the second thick square wood back rib 4 are folded into a unit with a fixed section and a rotating section, and directly transported out. It is transferred to the next unit for use.
[0029] The above only describes in detail the preferred embodiments of the present invention, but the present invention is not limited to the above embodiments. Within the scope of knowledge possessed by ordinary technicians in this field, various changes can be made without departing from the purpose of the present invention, and various changes should be included in the scope of protection of the present invention.
Claims
1. A foldable double-wall formwork support device for a limited space, characterized by: The invention comprises a foldable formwork assembly, wherein the foldable formwork assembly comprises a first wall formwork (1) and a second wall formwork (2); first thick square wood back ribs (3) are arranged at equal intervals on the first wall formwork (1); second thick square wood back ribs (4) are arranged at equal intervals on the second wall formwork (2); the first thick square wood back ribs (3) and the second thick square wood back ribs (4) are hinged via a rotating shaft steel bar (5); support steel pipes (8) are arranged on the first thick square wood back ribs (3) and the second thick square wood back ribs (4); the support steel pipes (8) are fixed via positioning screws (9).
2. A limited space foldable double-wall formwork support device according to claim 1, characterized in that: Steel pipe grooves (6) are provided on the outer sides of the first thick square timber back rib (3) and the second thick square timber back rib (4), and the steel pipe grooves (6) are provided in an arc-shaped structure.
3. The limited space foldable double-wall formwork support device according to claim 2, characterized in that: A pipe groove cushion layer (7) is fixedly provided on the steel pipe groove (6), and the pipe groove cushion layer (7) adopts an arc-shaped sheet structure.
4. The limited space foldable double-wall formwork support device according to claim 1, characterized in that: The first thick square wood back ribs (3) and the second thick square wood back ribs (4) are arranged at corresponding positions, and adjacent first thick square wood back ribs (3) and second thick square wood back ribs (4) are arranged in close contact.
5. The limited space foldable double-wall formwork support device according to claim 1, characterized in that: The first wall formwork (1) and the second wall formwork (2) have the same width, and when the angle between the first wall formwork (1) and the second wall formwork (2) is 180 degrees, the edges of the first wall formwork (1) and the second wall formwork (2) are arranged to fit together.
6. The limited space foldable double-wall formwork support device according to claim 1, characterized in that: Two groups of positioning hooks (10) are symmetrically arranged on the first wall formwork (1), and the positioning hooks (10) are arranged on the first thick square wood back ribs (3).
7. The limited space foldable double-wall formwork support device according to claim 1, characterized in that: The thickness of the first thick square timber back rib (3) and the second thick square timber back rib (4) are the same.