Split bolt and concrete wall formwork

By designing special pull bolts and concrete wall formwork, the concrete wall loss, excessive cooling and rust reflux caused by early removal of formwork and insufficient maintenance is solved, and the uniformity of wall plastering and anti-rust effect is achieved.

CN222576154UActive Publication Date: 2025-03-07CHINA MCC 2 GRP CO LTD
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Patent Information

Application Number
CN202421220884.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-30
Publication Date
2025-03-07
Estimated Expiration
2034-05-30

AI Technical Summary

Technical Problem

In concrete wall construction, early removal of formwork and insufficient curing lead to excessive water loss on the concrete surface and accelerated cooling rate, resulting in uneven structural cracks and plastering.

Method used

A pulling bolt and concrete wall formwork was designed. Through the special structure and installation method of pulling bolts, the screws and reserved plates are buried inside after the concrete solidifies, forming anti-rust holes and filling them with cement mortar to prevent rust.

Benefits of technology

It effectively avoids the problem of rust on concrete walls, improves the uniformity of wall plastering, and extends the concrete curing time.

✦ Generated by Eureka AI based on patent content.

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    Figure CN222576154U_ABST
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Abstract

The split bolt comprises a fastener, a nut, a reserved plate and a screw rod, a fastener through hole is formed in the middle of the fastener, a reserved plate through hole is formed in the reserved plate, and the screw rod is arranged in the fastener through hole and the reserved plate through hole in a penetrating mode; the two nuts are connected to the two ends of the screw correspondingly, and the reserved plate is located on the inner side of the fastener. The fastener is provided with an arc-shaped plate. The utility model further discloses a concrete wall formwork which comprises a split bolt, a formwork body, a steel pipe and a batten. A box structure is defined by the multiple formworks, the battens are located on the outer sides of the formworks, the steel pipes are located on the outer sides of the battens, the split bolts are arranged on the two opposite formworks in a penetrating mode, the fasteners are pressed on the outer sides of the steel pipes, and the reserved plates are located on the inner sides of the formworks. The wall plastering device is applied to the one-time structure wall formwork erecting process, the re-rusting problem of a wall can be avoided, and the problem that wall plastering is not uniform is solved.
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Description

Technical Field

[0001] The utility model belongs to the field of construction engineering tools, and in particular relates to a tension bolt and a concrete wall template. Background Art

[0002] Concrete walls are generally vertical slab structures with a thickness of 30 to 50 cm. Insufficient early maintenance will cause water loss on the surface of the structure or too fast a cooling rate, which will have an adverse effect on the concrete structure. In concrete construction practice, construction units are concerned about the turnover rate of the formwork, and rarely consider the impact of premature removal of thin plates on concrete projects. The formwork is often removed 1 to 2 days after concrete pouring. Since the wall is a vertical structure, the surface cannot store water, and it is difficult to ensure the quality of maintenance with conventional spray maintenance. On the one hand, it causes the surface of the concrete wall to lose water too quickly. On the other hand, premature formwork removal and insufficient maintenance cause the concrete to cool down faster, resulting in cracks in the concrete structure. Plastering the cracked concrete wall will cause uneven wall plastering. In addition, rust will appear at the cracked concrete location and exposed steel bar location during the later maintenance process. Utility Model Content

[0003] The utility model aims to provide a tension bolt and a concrete wall formwork, which are applied in a primary structural wall formwork process to avoid the rust problem of the wall and improve the problem of uneven wall plastering.

[0004] The technical solution is as follows:

[0005] The tension bolt comprises: a fastener, a nut, a reserved plate, and a screw rod. A fastener through hole is arranged in the middle of the fastener, a reserved plate is arranged with a reserved plate through hole, and the screw rod is passed through the fastener through hole and the reserved plate through hole; two nuts are respectively connected to the two ends of the screw rod, and the reserved plate is located on the inner side of the fastener; the fastener is arranged with an arc plate.

[0006] Furthermore, the fastener is provided with two arc-shaped plates, and the two arc-shaped plates are located on both sides of the fastener through hole.

[0007] Furthermore, the reserved plate is 100mm*100mm square.

[0008] The concrete wall formwork includes: tension bolts, formwork, steel pipes, and wooden squares; a plurality of formworks form a box structure, the wooden squares are located outside the formworks, the steel pipes are located outside the wooden squares, the tension bolts are passed through two opposite formworks, the fasteners are pressed on the outside of the steel pipes, and the reserved plates are located inside the formworks.

[0009] Preferably, the steel pipes and wooden squares are placed crosswise and perpendicular to each other.

[0010] Compared with the prior art, the utility model has the following advantages:

[0011] The utility model is applied in a process of supporting formwork for a structural wall, thereby avoiding the rusting problem caused by improper treatment of the tension bolts, and can also effectively improve the problem of uneven wall plastering. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a vertical view of the concrete wall formwork in the utility model when it is in use;

[0013] Figure 2 yes Figure 1 Cross-sectional view of . DETAILED DESCRIPTION

[0014] The following description sufficiently illustrates specific embodiments of the present invention to enable those skilled in the art to practice and reproduce the same.

[0015] like Figure 1 As shown, it is a vertical view of the concrete wall formwork in the utility model when it is in use; Figure 2 As shown, Figure 1 Cross-sectional view of .

[0016] A concrete wall formwork comprises: a formwork 1, a steel pipe 2, a tension bolt 3, and a wooden square 4; a plurality of formworks 1 form a box structure, the wooden square 4 is located outside the formwork 1, the steel pipe 2 is located outside the wooden square 4, the tension bolts 3 are passed through two opposite formworks 1, fasteners 31 are respectively passed through both ends of the tension bolts 3, nuts 32 are respectively connected to both ends of the tension bolts 3, the nuts 32 are located outside the fasteners 31, and the fasteners 31 are pressed against the outside of the steel pipe 2.

[0017] The steel pipes 2 and the wooden squares 4 are placed crosswise and perpendicular to each other.

[0018] The tension bolt 3 includes: a fastener 31, a nut 32, a reserved plate 33, and a screw 34. A fastener through hole is provided in the middle of the fastener 31, and a reserved plate 33 is provided with a reserved plate through hole. The screw 34 is passed through the fastener through hole and the reserved plate through hole; the reserved plate 33 is located on the inner side of the template 1; the fastener 31 is provided with an arc plate 35, and the arc plate 35 is pressed on the outer side of the steel pipe 2.

[0019] The fastener 31 is provided with two arc-shaped plates 35 , and the two arc-shaped plates 35 are located on both sides of the fastener through hole.

[0020] The reserved plate 33 is a 100mm*100mm square.

[0021] The concrete wall formwork is used in the process of supporting the formwork of a structural wall. The screw 34 is passed through the two opposite formworks 1, and the two reserved plates 33 are passed through the screw 34. The two reserved plates 33 are respectively located on the inner sides of the two opposite formworks 1; the fastener 31 is passed through the screw 34, and the two arc-shaped plates 35 are pressed on the outer side of the steel pipe 2; finally, the nut 32 is installed on the screw 34, and the fastener 31 is pressed with the nut 32; concrete is poured in the box structure surrounded by the formwork 1, and after the concrete pouring is completed and the formwork is removed, the screw 34 is broken, and the screw 34 and the reserved plates 33 are buried in the concrete; after the pits on the outer side of the reserved plates 33 are rust-proofed, the pits are filled with cement mortar to form a concrete wall 5. After the concrete wall 5 is maintained and decorated in the later stage, the wall will not rust again, and the problem of uneven wall plastering can also be effectively improved.

[0022] The terms used in the present invention are illustrative and exemplary, rather than restrictive. Since the present invention can be implemented in various forms without departing from the spirit or essence of the technical solution, it should be understood that the above embodiments are not limited to any of the aforementioned details, but should be widely interpreted within the spirit and scope defined by the attached claims, so all changes and modifications falling within the scope of the claims or their equivalents should be covered by the attached claims.

Claims

1. A tension bolt, characterized in that: include: A fastener, a nut, a reserved plate and a screw rod. A fastener through hole is arranged in the middle of the fastener, a reserved plate is arranged with a reserved plate through hole, and the screw rod is passed through the fastener through hole and the reserved plate through hole. Two nuts are respectively connected to the two ends of the screw rod, and the reserved plate is located on the inner side of the fastener. The fastener is provided with an arc plate.

2. The tension bolt according to claim 1, characterized in that: The fastener is provided with two arc-shaped plates, and the two arc-shaped plates are located on both sides of the fastener through hole.

3. The tension bolt according to claim 1, characterized in that: The reserved plate is 100mm*100mm square.

4. A concrete wall formwork using the tension bolts according to any one of claims 1 to 3, characterized in that: Also includes: Formwork, steel pipe, and wooden planks; multiple formworks form a box structure, the wooden planks are located outside the formworks, the steel pipes are located outside the wooden planks, the tension bolts are passed through two opposite formworks, the fasteners are pressed on the outside of the steel pipes, and the reserved plates are located inside the formworks.

5. The concrete wall formwork according to claim 4, characterized in that: The steel pipes and wooden planks are placed crosswise and perpendicular to each other.