Stretchable formwork reinforcing device for roofing parapet wall shaping

By using a template reinforcement device composed of retractable square steel pipes and tie rods, the problems of poor quality and leakage risk in traditional roof parapet wall reinforcement methods have been solved, achieving flexible reinforcement and waterproofing effects.

CN222314594UActive Publication Date: 2025-01-07CONSTR DEV OF CHINA CONSTR SIXTH ENG DIV +1
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Patent Information

Application Number
CN202421130929.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-23
Publication Date
2025-01-07
Estimated Expiration
2034-05-23

AI Technical Summary

Technical Problem

Traditional methods for reinforcing parapet walls on roofs are of poor quality, making it difficult to meet the requirements for facade flatness. Furthermore, improper handling of embedded steel bars or steel pipes can easily lead to roof leakage risks.

Method used

The template reinforcement device is composed of retractable square steel pipes and tie rods. It achieves flexible reinforcement of the template through adjustable right-angle square steel pipes and T-shaped steel bar pins, avoiding the use of pre-embedded steel bars or steel pipes.

Benefits of technology

It improves the reinforcement effect of the formwork support system, ensures the flatness of the facade, and reduces the cost and leakage risk of subsequent treatment of steel bars or steel pipes.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

The utility model relates to a roofing parapet wall shaping stretchable formwork reinforcing device which comprises two wood formworks, the two wood formworks are arranged on the two sides of a to-be-poured parapet wall respectively, the length of the wood formwork on the outer side of the to-be-poured parapet wall is larger than that of the wood formwork on the inner side of the to-be-poured parapet wall, a plurality of wood braces are fixedly arranged on the side walls of the two wood formworks respectively, and the wood braces are arranged on the two sides of the to-be-poured parapet wall. A plurality of right-angle square steel pipes are fixedly arranged at the internal corner, making contact with a structural face, of the square wood column, each right-angle square steel pipe is formed by vertically welding two telescopic square steel pipes, and the telescopic square steel pipes corresponding to the right-angle square steel pipes are arranged outside the square wood column on the outer side of a parapet wall to be poured. According to the utility model, the reinforcing height of the parapet wall can be flexibly adjusted, and the reinforcing effect of a template supporting system is improved; quality defects caused by a traditional reinforcing method are avoided, and the risk of leakage of the roof in the later period is avoided; and meanwhile, the cost investment of the steps of cutting embedded steel bar heads and steel pipes, treating cutting parts and the like after formwork removal in a traditional method can be reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a roof parapet wall stereotyped and stretchable template reinforcement device. Background Art

[0002] During the construction of housing projects, a high parapet is often set up on the roof. The roof parapet refers to the vertical dry hanging structure connecting the roof and the wall of the house. Because of its beautiful shape, it is also called the roof hanging line. It not only has a certain decorative effect, but also prevents rainwater from flowing into the room along the wall, playing a waterproof role. During the civil construction stage, the parapet of the cast-in-place structure needs to be constructed by throwing reinforcement, hanging formwork, and post-pouring on the roof structure board when pouring the roof structure concrete. The traditional roof parapet reinforcement method is to use wooden plywood as the formwork, wooden beams as the secondary keel, and steel pipes as the main keel, and connect the formwork, wooden beams, and steel pipes together through water stop bolts for reinforcement and fixation. After the above work is completed, since there is no support point for diagonal bracing reinforcement on the lateral side, it is necessary to set a large number of pre-buried steel bars or steel pipes at a certain distance on the roof structure board as diagonal bracing fixing points. Then use steel pipes to brace the parapet formwork for lateral reinforcement. The defects of the above approach are: the quality of reinforcement molding is poor, and the flatness of the wall facade is difficult to meet the requirements; the embedded steel bars or steel pipes need to be cut and processed later, and waterproof reinforcement treatment is required. If the treatment is not in place, the risk of roof leakage will increase. Utility Model Content

[0003] The utility model aims to solve the deficiencies of the prior art and provides a roof parapet wall shaped and stretchable template reinforcement device.

[0004] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a roof parapet wall shaped stretchable formwork reinforcement device, comprising: two wooden formworks, the two wooden formworks are respectively placed on both sides of the parapet wall to be cast, the length of the wooden formwork on the outer side of the parapet wall to be cast is greater than the length of the wooden formwork on the inner side, the side walls of the two wooden formworks are fixed with a plurality of wooden beams, and a plurality of right-angled square steel pipes are fixed at the inner corners where the wooden beams contact the structural surface, the right-angled square steel pipes are formed by vertically welding two telescopic square steel pipes, and the wooden beams on the outer side of the parapet wall to be cast are provided with a plurality of telescopic square steel pipes corresponding to the right-angled square steel pipes.

[0005] Furthermore, it also includes tension screws and tension nuts. The telescopic square steel tube is provided with a plurality of first circular holes, and the wooden template is provided with through holes corresponding to the positions of the first circular holes. The tension screws pass through the telescopic square steel tube and the wooden template, and both ends are fixed by the tension nuts.

[0006] Furthermore, it also includes a tension steel pipe and a first T-shaped steel bar pin. A plurality of second circular holes are opened on the telescopic square steel pipe. The ends of the tension steel pipes respectively pass through the corresponding second circular holes on the two telescopic square steel pipes constituting the right-angle square steel pipe, and the first T-shaped steel bar pin passes through the second circular hole on the outer telescopic square steel pipe.

[0007] Furthermore, it also includes a second T-shaped steel bar pin. A third circular hole is opened on the telescopic square steel pipe, the axis of the third circular hole is perpendicular to the axis of the second circular hole, and the end heads of the tensioning steel pipes are each provided with a through hole corresponding to the position of the third circular hole. The second T-shaped steel bar pin is inserted into the telescopic square steel pipe and the tensioning steel pipe.

[0008] Furthermore, the thickness of the wooden formwork is 15 mm, and the cross-sectional size of the wooden beam is 40 mm*80 mm.

[0009] The beneficial effects of the utility model are as follows: the utility model can flexibly adjust the reinforcement height of the parapet, thereby improving the reinforcement effect of the formwork support system; avoiding the quality defects caused by traditional reinforcement methods, and avoiding the risk of leakage of the roof in the later stage; at the same time, it can reduce the cost investment of cutting the embedded steel bar heads and steel pipes after demolding the traditional method, and processing the cutting parts. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 It is a schematic diagram of the structure of the utility model;

[0011] Figure 2 It is a structural diagram of the tensioned round steel;

[0012] Figure 3 It is a structural schematic diagram of a telescopic square steel tube;

[0013] In the figure: 1-wooden formwork; 2-parapet to be cast; 3-wooden beam; 4-structural surface; 5-right-angled square steel pipe; 6-retractable square steel pipe; 7-tension screw; 8-tension nut; 9-first circular hole; 10-tension steel pipe; 11-first T-shaped steel bar pin; 12-second circular hole; 13-second T-shaped steel bar pin; 14-third circular hole;

[0014] The drawings in this utility model are all schematic diagrams, and their sizes do not represent actual sizes;

[0015] The following is a detailed description of the embodiments of the present invention with reference to the accompanying drawings. DETAILED DESCRIPTION

[0016] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0017] like Figure 1 to Figure 3As shown, a standardized and stretchable formwork reinforcement device for a roof parapet wall comprises: two wooden formworks 1, the two wooden formworks 1 are respectively placed on both sides of the parapet wall 2 to be cast, the length of the wooden formwork 1 on the outer side of the parapet wall 2 to be cast is greater than the length of the wooden formwork 1 on the inner side, the side walls of the two wooden formworks 1 are fixed with a plurality of wooden beams 3, and a plurality of right-angled square steel pipes 5 are fixed at the inner corners where the wooden beams 3 contact the structural surface 4, and the right-angled square steel pipes 5 are vertically welded by two telescopic square steel pipes 6, and the corners are fully welded firmly, and the wooden beams 3 on the outer side of the parapet wall 1 to be cast are provided with a plurality of telescopic square steel pipes 6 corresponding to the right-angled square steel pipes 5. The telescopic square steel pipe 6 is telescopic by two square steel pipes being sleeved together, and the telescopic square steel pipe 6 is used as the main keel to fix the wooden formwork 1 and the secondary keel wooden beam 3, and the telescopic square steel pipe 6 can be adjusted to adjust the reinforcement height.

[0018] It also includes a tension screw 7 and a tension nut 8. The telescopic square steel tube 6 is provided with a plurality of first circular holes 9, and the wooden template 1 is provided with through holes corresponding to the positions of the first circular holes 9. The tension screw 7 passes through the telescopic square steel tube 6 and the wooden template 1, and both ends are fixed by the tension nut 8. The telescopic square steel tube 6, the wooden beam 3, and the wooden template 1 are firmly connected by the tension nut 8.

[0019] It also includes a tension steel pipe 10 and a first T-shaped steel bar pin 11. The telescopic square steel pipe 6 is provided with a plurality of second circular holes 12. The ends of the tension steel pipe 10 respectively pass through the corresponding second circular holes 12 on the two telescopic square steel pipes 6 constituting the right-angle square steel pipe 5. The first T-shaped steel bar pin 11 passes through the second circular hole 12 on the outer telescopic square steel pipe 6. The tension steel pipe 10 supports the horizontal telescopic square steel pipe 6 and the vertical telescopic square steel pipe 6 constituting the right-angle square steel pipe 5 in a symmetrical manner, so as to realize the diagonal bracing reinforcement of the reinforcement device. The first T-shaped steel bar pin 11 fixes the height of the telescopic square steel pipe 6 on the outer side of the template.

[0020] It also includes a second T-shaped steel bar plug 13, a third circular hole 14 is provided on the telescopic square steel tube 6, the axis of the third circular hole 14 is perpendicular to the axis of the second circular hole 12, and a through hole corresponding to the position of the third circular hole 14 is provided on the end of the tension steel tube 10, and the second T-shaped steel bar plug 13 is inserted into the telescopic square steel tube 6 and the tension steel tube 10. The second T-shaped steel bar plug 13 plays a fixing role on the telescopic square steel tube 6 and the tension steel tube 10.

[0021] The thickness of the wooden formwork 1 is 15 mm, and the cross-sectional size of the wooden beam 3 is 40 mm*80 mm.

[0022] The specific installation process of the utility model is as follows: first, according to the wall position plan of the drawing, the roof parapet wall is laid out, and the wooden template 1 and the wooden beam 3 are used to fix it. The wooden template 1 is punched according to the opening position of the telescopic square steel pipe 6; a telescopic square steel pipe 6 is welded horizontally and a telescopic square steel pipe 6 is welded vertically to form a right-angle square steel pipe 5, and the right-angle square steel pipe 5 is used to fix the root of the wall combined with the structural surface 4; the end of the tension round steel 10 is inserted into the second circular hole 12, and then fixed with the second T-shaped steel bar pin 13, and the telescopic square steel pipe 6 is also installed on the outer side of the template accordingly, and fixed with the first T-shaped steel bar pin 11; the tension screw 7 and the tension nut 8 are used to fix and tighten the telescopic square steel pipe 6, the wooden template 1, and the wooden beam 3.

[0023] The utility model is described above by way of example in conjunction with the accompanying drawings. It is obvious that the specific implementation of the utility model is not limited to the above-mentioned method. As long as various improvements are made using the method concept and technical solution of the utility model, or are directly applied to other occasions without improvement, they are all within the protection scope of the utility model.

Claims

1. A roof parapet wall shaped and stretchable formwork reinforcement device, characterized in that: include: Two wooden formworks (1), the two wooden formworks (1) are respectively placed on both sides of a parapet wall (2) to be cast, the length of the wooden formwork (1) on the outside of the parapet wall (2) to be cast is greater than the length of the wooden formwork (1) on the inside, the side walls of the two wooden formworks (1) are fixedly provided with a plurality of wooden beams (3), the inner corners where the wooden beams (3) contact the structural surface (4) are fixedly provided with a plurality of right-angled square steel pipes (5), the right-angled square steel pipes (5) are formed by vertically welding two telescopic square steel pipes (6), and the wooden beams (3) on the outside of the parapet wall (2) to be cast are provided with a plurality of telescopic square steel pipes (6) corresponding to the right-angled square steel pipes (5).

2. A roof parapet wall shaped and stretchable formwork reinforcement device according to claim 1, characterized in that: It also includes a tension screw rod (7) and a tension nut (8). The telescopic square steel tube (6) is provided with a plurality of first circular holes (9). The wooden template (1) is provided with through holes corresponding to the positions of the first circular holes (9). The tension screw rod (7) passes through the telescopic square steel tube (6) and the wooden template (1), and both ends are fixed by the tension nuts (8).

3. A roof parapet wall shaped and stretchable formwork reinforcement device according to claim 2, characterized in that: It also includes a tension steel pipe (10) and a first T-shaped steel bar pin (11); a plurality of second circular holes (12) are provided on the telescopic square steel pipe (6); the ends of the tension steel pipe (10) respectively pass through the corresponding second circular holes (12) on the two telescopic square steel pipes (6) constituting the right-angle square steel pipe (5); and the first T-shaped steel bar pin (11) passes through the second circular hole (12) on the outer telescopic square steel pipe (6).

4. A roof parapet wall shaped and stretchable formwork reinforcement device according to claim 3, characterized in that: It also includes a second T-shaped steel bar pin (13), a third circular hole (14) is opened on the telescopic square steel pipe (6), the axis of the third circular hole (14) is perpendicular to the axis of the second circular hole (12), and the end of the tension steel pipe (10) is opened with a through hole corresponding to the position of the third circular hole (14), and the second T-shaped steel bar pin (13) is inserted into the telescopic square steel pipe (6) and the tension steel pipe (10).

5. A roof parapet wall shaped and stretchable formwork reinforcement device according to claim 4, characterized in that: The thickness of the wooden formwork (1) is 15 mm, and the cross-sectional size of the wooden beam (3) is 40 mm*80 mm.