Height mold stable supporting structure
Through the structure of the buckle scaffolding and oblique support rod combined with the back pulling steel pipe, the problem of lack of limit support on the side and back of the height beam body formwork is solved, and the stable limit support and concrete load bearing of the beam body formwork is achieved, ensuring that the Position stability.
Patent Information
- Application Number
- CN202411439189.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-15
- Publication Date
- 2025-01-03
AI Technical Summary
The existing height beam body formwork lacks limit support on the side back, resulting in unstable position after installation and easy movement.
The structure of a disc-buckle scaffolding combines an oblique support rod and a back-pull steel pipe is fixed by an oblique support rod top support and a threaded pair rotary joint to provide side limit support, and a limit tube and a top rod are installed at the bottom to ensure stability of the support.
Effectively stabilize the limit support beam body formwork to prevent movement, ensure position stability after installation, and be able to withstand concrete gravity loads.
Smart Images

Figure CN119243990A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to a highly stable mold support structure, belonging to a casting template support structure. Background Art
[0002] For buildings with frame structures, formwork needs to be erected before pouring columns and beams. Since the column formwork can be supported and erected from the foundation ground, the beam formwork connecting the columns is at a certain height in the air and the bottom is suspended, so the beam formwork at a certain height needs to be stably supported.
[0003] The support for the high beam formwork is shown in Chinese patent publication number CN113914614B. Although the bottom of the high beam formwork is supported by a bottom formwork support composed of a rectangular tube or a steel plate, the side and back of the high beam formwork do not have a problem of limiting support for the overall formwork. Summary of the invention
[0004] In order to solve the above technical problems, the present invention provides a highly molded stable support structure.
[0005] The present invention is achieved through the following technical solutions.
[0006] The present invention provides a highly mold-stable support structure, comprising:
[0007] Construction: erecting beam formwork at a certain height in the air;
[0008] There is a supporting bottom plate at the bottom of the beam formwork, and a buckle scaffolding is installed at the bottom of the supporting bottom plate;
[0009] The sides of the beam formwork are provided with stable limiting support.
[0010] The sides of the beam body template are installed with side back ribs, and back-tension steel pipes are installed outside the side back ribs. The tops of the back-tension steel pipes on both sides of the beam body template are connected by tensioning screws.
[0011] The disc-lock scaffolding located on the side of the beam body formwork is equipped with an inclined diagonal support rod through a pipe buckle. The top of the diagonal support rod is provided with a top support, which touches the back-tension steel pipe. The two sides of the beam body formwork are supported by the diagonal support rods on the disc-lock scaffolding against the top support for stable limiting support.
[0012] The top end of the oblique support rod is screwed and fixed to the top support through a threaded pair.
[0013] A limiting tube is installed at the bottom of the back-pull steel pipe, a top rod is fixedly installed on the outer side of the limiting tube, and the top rod is fixedly installed on the disc buckle scaffolding; so that the bottom of the back-pull steel pipe obtains the force limiting support of the disc buckle scaffolding.
[0014] A steel bar body is bundled inside the beam body template.
[0015] A protective body is arranged on the disc-lock scaffolding located at the side of the beam body template.
[0016] The beneficial effects of the present invention are as follows: the bottom of the beam formwork is supported by a disc-lock scaffolding, the disc-lock scaffolding bears the gravity load of the beam formwork and the later pouring of concrete, and the two sides of the beam formwork in the air at a certain height are supported by the top support with stable limit support through the inclined support rods on the disc-lock scaffolding, ensuring that the position of the beam formwork after the overall erection is not easy to move, thereby solving the problem that the side and back of the high beam formwork do not have limit support for the overall formwork. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a schematic diagram of the structure of the present invention;
[0018] In the figure: 1- beam formwork; 11- column; 2- supporting bottom plate; 3- side back ribs; 4- back tension steel pipe; 5- tension screw rod; 6- oblique support rod; 7- top support; 8- limit pipe; 9- top rod; 10- reinforcement body. DETAILED DESCRIPTION
[0019] The technical solution of the present invention is further described below, but the scope of protection claimed is not limited to the description.
[0020] like Figure 1 shown.
[0021] A highly modulus stable support structure of the present application comprises:
[0022] There is a beam formwork 1 formed by a wooden formwork, and both ends of the beam formwork 1 are connected to the formwork at the column 11 position. Figure 1 The column formwork is not shown, only the column 11 that is solidified after pouring is shown.
[0023] The beam formwork 1 has a supporting base plate 2 at the bottom, and a buckle scaffolding 3 is installed at the bottom of the supporting base plate 2; the beam formwork 1 has side back ribs 3 installed on the sides, and back-tension steel pipes 4 are installed outside the side back ribs 3. The tops of the back-tension steel pipes 4 on both sides of the beam formwork 1 are connected by tensioning screws 5.
[0024] The disc-lock scaffolding 3 located on the side of the beam body formwork 1 is installed with an inclined diagonal support rod 6 through a pipe buckle (this is not shown in the prior art figure), and a top support 7 is fixed to the top of the diagonal support rod 6 through a threaded pair, and the top support 7 touches the back-tension steel pipe 4.
[0025] The bottom of the beam formwork 1 at a certain height in the air is supported by a disc-locked scaffolding 3, which bears the gravity load of the beam formwork 1 and the subsequent pouring of concrete. The two sides of the beam formwork 1 at a certain height in the air are supported by the inclined support rods 6 on the disc-locked scaffolding 3 against the top supports 7 for stable limiting support, ensuring that the position of the beam formwork 1 after the overall erection is not easy to move, solving the problem that the side and back of the high beam formwork do not have limiting support for the overall formwork.
[0026] A limiting tube 8 is installed at the bottom of the back-pull steel tube 4 through a tube buckle, and a top rod 9 is fixedly installed on the outer side of the limiting tube 8 through a tube buckle, and the top rod 9 is fixedly installed on the disc buckle scaffolding 3 through the tube buckle; so that the bottom of the back-pull steel tube 4 obtains the force-limiting support of the disc buckle scaffolding 3.
[0027] A steel bar body 10 is bundled in the beam body formwork 1, and the steel bar body 10 and the concrete poured into the beam body formwork 1 later are solidified to form a whole.
[0028] A protective body 12 consisting of a protective plate or a protective net is fixed on the coiled scaffolding 3 located on the side of the beam formwork 1. The protective body 12 is used to protect workers walking on the beam formwork 1 during pouring.
Claims
1. A highly modulus stable support structure, characterized in that: include: Construction involves erecting a beam formwork at a certain height in the air (1); A supporting bottom plate (2) is provided at the bottom of the beam body formwork (1), and a buckle scaffolding (3) is installed at the bottom of the supporting bottom plate (2); The side of the beam formwork (1) obtains stable limiting support.
2. The high-mold stabilizing support structure according to claim 1, characterized in that: The side of the beam formwork (1) is provided with a side back rib (3), and a back-tension steel pipe (4) is installed outside the side back rib (3). The tops of the back-tension steel pipes (4) on both sides of the beam formwork (1) are connected by tensioning screws (5).
3. The high-mold stabilizing support structure according to claim 2, characterized in that: The buckle scaffolding (3) located on the side of the beam formwork (1) is installed with an inclined oblique support rod (6) through a pipe buckle, and a top support (7) is provided at the top of the oblique support rod (6). The top support (7) contacts the back-tension steel pipe (4), and the two sides of the beam formwork (1) are supported by the oblique support rod (6) on the buckle scaffolding (3) against the top support (7) for stable limiting support.
4. The high-mold stabilizing support structure according to claim 3, characterized in that: The top end of the oblique support rod (6) is screwed together and fixed to the top support (7) via a threaded pair.
5. The high-mold stabilizing support structure according to claim 3, characterized in that: A limiting tube (8) is installed at the bottom of the back-pull steel pipe (4), a top rod (9) is fixedly installed on the outer side of the limiting tube (8), and the top rod (9) is fixedly installed on the disc-lock scaffolding (3); so that the bottom of the back-pull steel pipe (4) obtains the force-limiting support of the disc-lock scaffolding (3).
6. The high-mold stabilizing support structure according to claim 1, characterized in that: A steel bar body (10) is bundled inside the beam body template (1).
7. The high-mold stabilization support structure according to claim 1, characterized in that: A protective body (12) is provided on the buckle scaffolding (3) located on the side of the beam body template (1).
