A T-shaped masonry structural column end formwork connection fixing structure
By using a welded fixed structure to replace masonry perforation at the ends of the T-shaped masonry structural columns, the problems of masonry damage and hole sealing are solved, and the reliable fixation of the formwork and construction stability are achieved.
Patent Information
- Application Number
- CN202421389934.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-18
- Publication Date
- 2025-04-01
- Estimated Expiration
- 2034-06-18
AI Technical Summary
In the prior art, when connecting the end formwork of the T-shaped masonry structure columns, drilling and pulling bolts are often used, resulting in serious damage to the masonry and difficulty in sealing the holes in the later stage.
The fixing structure is adopted that includes a horizontal connecting plate structure and a horizontal bolt rod structure. The horizontal longitudinal connecting plate and the horizontal transverse connecting plate are fixed together through welding, and the horizontal bolt rod structure is fixed to the upper end of the horizontal connecting plate, replacing the masonry perforation process, and the formwork is fixed to the structural parts.
It effectively avoids damage to masonry, solves the problem of hole sealing, and realizes reliable fixing of the formwork, improving the stability and safety of construction.
Smart Images

Figure CN222701503U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of T-shaped masonry structural column end template connection, in particular to a T-shaped masonry structural column end template connection fixing structure. Background Art
[0002] Structural columns refer to frame columns formed by reinforced concrete in masonry structures to enhance the integrity and stability of buildings. Common structural columns are usually set at the end or middle of masonry or at the intersection of vertical and horizontal masonry (T-shaped).
[0003] The common method of reinforcing the formwork support at the end of a T-shaped masonry structural column is to use an impact drill to drill holes in the masonry on both sides of the structural column, and drill holes of the same size at the same position on the formwork. The formwork is then installed next to the structural column, and bolts are used to pass through the formwork and masonry to secure it. The masonry is severely damaged, and the holes in the masonry are difficult to seal at a later stage. Utility Model Content
[0004] The utility model aims to make up for the defects of the prior art and provides a T-shaped masonry structural column end template connection and fixing structure.
[0005] The utility model is realized by the following technical solutions:
[0006] A T-shaped masonry structural column end formwork connection and fixing structure includes a horizontal connecting plate structure and a horizontal bolt rod structure, wherein the horizontal connecting plate structure includes a horizontal longitudinal connecting plate structure and a horizontal transverse connecting plate structure, the horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixedly connected, and the horizontal bolt rod structure is fixed to the upper end of the horizontal connecting plate structure.
[0007] The horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixedly connected in a T-shape, and the horizontal bolt rod structure is fixed on the upper end surface of the horizontal transverse connecting plate structure.
[0008] The horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixed by welding.
[0009] The horizontal connecting plate structure and the horizontal bolt rod structure are fixed by double-sided welding.
[0010] The advantages of the utility model are: the utility model connects the fixed structure through the T-shaped masonry structural column end template, and welds it with the masonry tie bars that must be set in the masonry, replacing the process of masonry perforation. At the same time, the template can be reliably fixed on the structural member, solving the problem of masonry damage and avoiding hole blocking. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] Figure 1It is a top view of the structure of the utility model;
[0012] Figure 2 It is a front cross-sectional view of the structure of the utility model;
[0013] Reference numerals in the figure: horizontal connecting plate structure 1, horizontal longitudinal connecting plate structure 11, horizontal transverse connecting plate structure 12, horizontal bolt rod structure 2. DETAILED DESCRIPTION
[0014] like Figure 1 , 2 As shown, a T-shaped masonry structural column end template connection fixing structure includes a horizontal connecting plate structure 1 and a horizontal bolt rod structure 2. The horizontal connecting plate structure 1 is a T-shaped structure welded by a horizontal longitudinal connecting plate structure 11 and a horizontal transverse connecting plate structure 12. The horizontal bolt rod structure 2 is a structure in which a steel bolt with a diameter of 12 is cut to a certain length. The horizontal bolt rod structure 2 is fixed to the upper end surface of the horizontal transverse connecting plate structure 12.
[0015] The horizontal connecting plate structure 1 and the horizontal bolt rod structure 2 are fixed by double-sided welding.
[0016] In this embodiment, after the horizontal connecting plate structure 1 and the horizontal bolt rod structure 2 are fixed by double-sided welding, the horizontal longitudinal connecting plate structure 11 and the horizontal transverse connecting plate structure 12 are respectively welded together with the longitudinal and transverse masonry tie bars of the T-shaped masonry by double-sided welding. After the masonry construction is completed, holes are opened in the structural column template, the holes are fixed on the horizontal bolt rod structure 2, and bolt fixings are used to reinforce them.
[0017] The construction process of the utility model for fixing the steel bars at the end of the masonry structural column is as follows:
[0018] The construction steps are as follows:
[0019] 1. Fabrication of horizontal connecting plate structure 1
[0020] According to the design drawings, two rectangular steel plates whose sizes meet the requirements for the width of the structural column masonry tie bars are cut, namely the horizontal longitudinal connecting plate structure 11 and the horizontal transverse connecting plate structure 12, and the ends of the horizontal longitudinal connecting plate structure 11 are fixed to the middle of the horizontal transverse connecting plate structure 12 by double-sided welding to form a horizontal connecting plate structure 1.
[0021] 2. Fabrication of horizontal bolt rod structure 2
[0022] According to the design drawings, the steel bolts with a diameter of 12 are cut into a structure of a certain length according to the width size corresponding to the structural column to form a horizontal bolt rod structure 2. The horizontal bolt rod structure 2 is fixed to the upper end of the horizontal connecting plate structure 1 by double-sided welding.
[0023] 3. Fixing of structural parts
[0024] According to the positioning in the drawings, the horizontal longitudinal connecting plate structure 11 and the horizontal transverse connecting plate structure 12 are respectively welded and fixed together with the longitudinal and transverse masonry tie bars of the T-shaped masonry by double-sided welding. After the masonry construction is completed, holes are drilled in the structural column templates, the holes are fixed on the horizontal bolt rod structure 2, and bolt fixings are used for reinforcement.
[0025] The utility model connects a fixed structure through a T-shaped masonry structural column end template, which is welded together with the masonry tie bars that must be set in the masonry, replacing the process of masonry perforation. At the same time, the template can be reliably fixed on the structural member, avoiding the problem of hole blocking.
[0026] The embodiments described in the present invention are merely descriptions of the preferred implementation modes of the present invention, and are not intended to limit the concept and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made to the technical solutions of the present invention by engineers and technicians in this field should fall within the protection scope of the present invention. The technical contents for which protection is sought in the present invention have all been recorded in the claims.
Claims
1. A T-shaped masonry structural column end formwork connection fixing structure, characterized in that: It includes a horizontal connecting plate structure and a horizontal bolt rod structure. The horizontal connecting plate structure includes a horizontal longitudinal connecting plate structure and a horizontal transverse connecting plate structure. The horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixedly connected. The horizontal bolt rod structure is fixed at the upper end of the horizontal connecting plate structure.
2. A T-shaped masonry structural column end formwork connection and fixing structure according to claim 1, characterized in that: The horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixedly connected in a T-shape, and the horizontal bolt rod structure is fixed on the upper end surface of the horizontal transverse connecting plate structure.
3. A T-shaped masonry structural column end formwork connection and fixing structure according to claim 1, characterized in that: The horizontal longitudinal connecting plate structure and the horizontal transverse connecting plate structure are fixed by welding.
4. A T-shaped masonry structural column end formwork connection and fixing structure according to claim 1, characterized in that: The horizontal connecting plate structure and the horizontal bolt rod structure are fixed by double-sided welding.