Assembling type steel formwork reinforcing internal corner support

By introducing assembleable designs into the steel formwork, including a single-sided bracket foot adjustment seat and other components, the problem of incomplete support at the female corner is solved, and the complete support of the female corner and flexible adjustment of the steel formwork height is achieved, and the construction quality is improved.

CN222976404UActive Publication Date: 2025-06-13CHINA CONSTR EIGHTH ENG BUREAU TECH CONSTR CO LTD
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Patent Information

Application Number
CN202422032870.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-21
Publication Date
2025-06-13
Estimated Expiration
2034-08-21

AI Technical Summary

Technical Problem

The existing triangular legs are difficult to fully lay out when erecting at the corners of the corners, and the steel molds at the corners cannot be fully supported, resulting in a risk of mold increase. In addition, the conventional plate support is a fixed module, and the steel mold height cannot be adjusted according to the actual site.

Method used

Assembleable steel formwork is adopted, including single-sided bracket foot adjustment seat, square steel pipe, connecting plate, M20 bolts, oblique braces, vertical corrugated, connecting components, horizontal corrugated and anchor bolt connecting rods. Through the combination and adjustment of these components, complete support for the female corner part is achieved, and the steel mold height is overlapped according to the actual exterior wall height on site.

Benefits of technology

Complete support for the female corners is achieved, construction quality is ensured, and the problem of unsolid and incomplete support for the female corners of the existing steel mold is solved, and the steel mold height is allowed to be adjusted according to the actual site.

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Abstract

The utility model discloses an assembly type steel formwork reinforcing internal corner support which comprises a single-side support foot margin adjusting seat and a foot margin bolt connecting rod, a square steel pipe is arranged at the top of the single-side support foot margin adjusting seat, a connecting plate is arranged on the outer wall of the square steel pipe, an M20 bolt is arranged in the connecting plate, and the M20 bolt is connected with the foot margin bolt connecting rod. The inner wall of the square steel pipe is provided with an inclined strut, the two ends of the inclined strut are provided with transverse ribs, the outer wall of each transverse rib is provided with a vertical rib, and the device is provided with the single-side support foot margin adjusting seat, the square steel pipe, the connecting plate, the M20 bolts, the inclined strut, the vertical ribs, the connecting assemblies, the transverse ribs and the foot margin bolt connecting rods, so that splicing and dismounting are convenient; the height of the steel die can be conveniently lapped according to the actual height of an outer wall on site, each steel die block is reinforced and stabilized through the inclined struts, the integral stability of the frame body is ensured, the internal corner part can be completely supported, the construction quality is ensured, and the problem that the internal corner part of an existing steel die is not firmly and completely supported is solved.
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Description

Technical Field

[0001] The utility model belongs to the technical direction of building construction, and particularly relates to an assembled steel formwork reinforced internal corner support. Background Technique

[0002] Prefabricated steel formwork has the advantages of stable structure, convenient use, high repeatability, etc. It avoids the problems of waste and high cost of traditional wooden formwork. For complex construction areas, prefabricated steel formwork can better meet the requirements of architectural design.

[0003] Steel formwork is widely used in construction projects due to its characteristics of being reusable and having beautiful concrete casting. However, because the steel formwork support has a large size, it is difficult to arrange all the existing triangular legs at the internal corner, and the steel formwork at the internal corner cannot be fully supported. Incomplete support will lead to the risk of formwork bulging, and the conventional formwork support is of a fixed modulus and cannot adjust the height of the steel formwork according to the actual situation on site. Therefore, there is an urgent need for an assembled steel formwork reinforced internal corner support. Summary of the Utility Model

[0004] The purpose of the utility model is to provide an assembled steel formwork reinforced internal corner support for the existing device to solve the problems put forward in the above background technique.

[0005] To solve the above technical problems, the utility model provides the following technical solution: an assembled steel formwork reinforced internal corner support, including a single-sided support floor adjusting seat and a floor bolt connecting rod. A square steel pipe is arranged on the top of the single-sided support floor adjusting seat. A connecting plate is arranged on the outer wall of the square steel pipe. An M20 bolt is arranged inside the connecting plate. A diagonal brace is arranged inside the square steel pipe. Cross braces are arranged at both ends of the diagonal brace. Vertical braces are arranged on the outer wall of the cross braces. A connecting component is arranged between the vertical braces and the cross braces. By arranging the single-sided support floor adjusting seat, the square steel pipe, the connecting plate, the M20 bolt, the diagonal brace, the vertical brace, the connecting component, the cross brace and the floor bolt connecting rod, it is convenient to assemble and disassemble, and it is also convenient to lap the height of the steel formwork according to the actual height of the external wall on site. Each steel module is strengthened and stabilized by a diagonal brace to ensure the integrity and stability of the frame body, and the internal corner part can be fully supported to ensure the construction quality, solving the problems of unstable and incomplete support at the internal corner part of the existing steel formwork.

[0006] Furthermore, the size of the square steel pipe is 100mm×100mm×10mm, which facilitates the support work.

[0007] Furthermore, the size of the connecting plate is 400mm×60mm×15mm, which facilitates the connection work.

[0008] Furthermore, the diagonal brace is a No. 10 section steel, which facilitates the reinforcement work.

[0009] Furthermore, the connecting component is supported by a hook screw and a wing nut, facilitating the fastening work.

[0010] Compared with the prior art, the beneficial effects achieved by the present utility model are as follows:

[0011] (1) By providing a single-sided bracket floor adjusting seat, square steel pipe, connecting plate, M20 bolt, diagonal brace, vertical rib, connecting component, horizontal rib and floor bolt connecting rod, it is convenient for disassembly and assembly, and it is also convenient to lap the height of the steel form according to the actual height of the exterior wall on site. Each steel module is strengthened and stabilized by diagonal braces to ensure the integrity and stability of the frame body, and the inner corner part can be fully supported to ensure the construction quality, solving the problem that the support of the existing steel form inner corner part is not firm and incomplete. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] The drawings are used to provide a further understanding of the present utility model and constitute a part of the specification. They are used together with the embodiments of the present utility model to explain the present utility model and do not constitute a limitation to the present utility model. In the drawings:

[0013] Figure 1 is a schematic diagram of the overall structure of the present utility model.

[0014] In the figure: 1, single-sided bracket floor adjusting seat; 2, square steel pipe; 3, connecting plate; 4, M20 bolt; 5, diagonal brace; 6, vertical rib; 7, connecting component; 8, horizontal rib; 9, floor bolt connecting rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0015] The following further describes the technical solution of the present utility model in detail with reference to the preferred embodiments and their accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0016] Please refer to Figure 1, the present utility model provides a technical solution: an assembled steel formwork reinforced internal corner support, including a single-sided support floor adjusting seat 1 and a floor bolt connecting rod 9. A square steel pipe 2 is arranged on the top of the single-sided support floor adjusting seat 1. A connecting plate 3 is arranged on the outer wall of the square steel pipe 2. An M20 bolt 4 is arranged inside the connecting plate 3. A diagonal brace 5 is arranged inside the square steel pipe 2. Cross bars 8 are arranged at both ends of the diagonal brace 5. Vertical bars 6 are arranged on the outer wall of the cross bars 8. A connecting component 7 is arranged between the vertical bars 6 and the cross bars 8. By providing the single-sided support floor adjusting seat 1, the square steel pipe 2, the connecting plate 3, the M20 bolt 4, the diagonal brace 5, the vertical bars 6, the connecting component 7, the cross bars 8 and the floor bolt connecting rod 9, it is convenient for assembly and disassembly, and it is also convenient to overlap the height of the steel formwork according to the actual height of the external wall on site. Each steel module is strengthened and stabilized by a diagonal brace to ensure the integrity and stability of the framework, and the internal corner part can be fully supported to ensure the construction quality, solving the problem that the support of the existing steel formwork internal corner part is not firm and incomplete.

[0017] Furthermore, the size of the square steel pipe 2 is 100mm×100mm×10mm, which facilitates the support work.

[0018] Furthermore, the size of the connecting plate 3 is 400mm×60mm×15mm, which facilitates the connection work.

[0019] Furthermore, the diagonal brace 5 is a No. 10 section steel, which facilitates the reinforcement work.

[0020] Furthermore, the connecting component 7 is supported by a hook screw and a wing nut, which facilitates the fastening work.

[0021] During use, first, prefabricate the support framework in advance and match the modulus of the framework to be erected. Then, embed the floor bolts in advance on site to facilitate the subsequent reinforcement of the framework. Then, assemble the single-sided support floor adjusting seat 1, the square steel pipe 2, the connecting plate 3, the M20 bolt 4, the diagonal brace 5, the vertical bars 6, the connecting component 7, the cross bars 8 and the floor bolt connecting rod 9 according to Figure 1 to assemble the on-site framework. During this process, first install the steel support component and the square steel pipe 2. After completing the standard section, set out the position. Then, place the single-sided support floor adjusting seat 1 at the bottom and assemble upward in sequence. The framework connecting plate 3 is fastened by the M20 bolt 4. The erection height needs to meet the pouring height. Then, connect the formwork and the framework. The formwork backing bars and the framework cross bars 8 are connected and fastened by the hook bolts in the connecting component 7 and the wing nuts. The floor bolts and the floor bolt connecting rod 9 at the bottom of the framework are connected by bolts. Finally, adjust the single-sided support floor adjusting seat 1 at the bottom of the framework to ensure the perpendicularity of the formwork, and carefully check the integrity of the support framework, thereby completing a series of work. The overall work is simple to operate, conducive to splicing, and at the same time achieves the effect of firm splicing after splicing.

[0022] In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by terms such as "upper", "lower", "front", "rear", "left", "right", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, it should not be construed as a limitation to the present utility model.

[0023] Finally, it should be pointed out that the above embodiments are only used to illustrate the technical solutions of the present utility model, rather than to limit it. Although the present utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. These modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present utility model.

Claims

1. An assembled steel formwork reinforced internal angle support, comprising a single-side support anchor adjustment seat (1) and an anchor bolt connecting rod (9), characterized in that: A square steel tube (2) is arranged on the top of the single-sided support foot adjustment seat (1), a connecting plate (3) is arranged on the outer wall of the square steel tube (2), an M20 bolt (4) is arranged inside the connecting plate (3), an oblique brace (5) is arranged on the inner wall of the square steel tube (2), transverse ribs (8) are arranged at both ends of the oblique brace (5), vertical ribs (6) are arranged on the outer wall of the transverse ribs (8), and a connecting component (7) is arranged between the vertical ribs (6) and the transverse ribs (8).

2. The assemblable steel formwork reinforced internal angle support according to claim 1, characterized in that: The size of the square steel tube (2) is 100 mm×100 mm×10 mm.

3. The assemblable steel formwork reinforced internal angle support according to claim 1 is characterized in that: The dimensions of the connecting plate (3) are 400 mm×60 mm×15 mm.

4. The assemblable steel formwork reinforced internal angle support according to claim 1, characterized in that: The diagonal brace (5) is No. 10 steel.

5. The assemblable steel formwork reinforced internal angle support according to claim 1, characterized in that: The connecting assembly (7) is supported by hook screws and butterfly nuts.