Device for controlling steel bar protective layer

By connecting the supporting components with the enclosing steel bars and fixing them with telescopic adjustment rods and limit nuts, the problem of steel frame deformation during pouring is solved, maintaining structural stability and protective layer thickness.

CN223358082UActive Publication Date: 2025-09-19CHINA RAILWAY TUNNEL GROUP CO LTD +1
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Patent Information

Application Number
CN202422563725.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-22
Publication Date
2025-09-19
Estimated Expiration
2034-10-22

AI Technical Summary

Technical Problem

When pouring bridge piers, the steel frame is easily deformed due to the deadweight of the cement mortar, resulting in structural changes.

Method used

A support assembly is used, including a support rod and a pad. The support rod is connected to the enclosing steel bar, fixed by a telescopic adjustment rod and a clamping nut, and limited by abutment blocks and limit nuts to ensure the steel frame structure.

Benefits of technology

Effectively reduce the deformation of the enclosed steel bars during pouring, maintain the structural stability of the steel frame, and control the minimum thickness of the steel bar protective layer.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a device for controlling a steel bar protective layer, which comprises two groups of supporting assemblies, each supporting assembly comprises a plurality of supporting rods, the length directions of the supporting rods on the two groups of supporting assemblies are vertical, and the supporting rods are respectively parallel to the length direction or the width direction of a pier column; the two ends of the supporting rod are connected with the two sides of the enclosing steel bar respectively, cushion blocks are arranged at the two ends of the supporting rod, and the inner side faces of the cushion blocks abut against the outer side faces of the enclosing steel bar. The reinforcing steel bar frame has the effect of maintaining the structural type of the reinforcing steel bar frame.
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Description

Technical Field

[0001] The present application relates to the technical field of bridge equipment, and in particular to a device for controlling a protective layer of steel bars. Background Art

[0002] With the rapid development of bridge and road construction in my country in recent years, beam bridges have been widely used. When pouring bridge piers, it is necessary to first bundle the steel bars. The steel bars include vertical bars and enclosing bars. Several vertical bars are arranged in an enclosing distribution. The enclosing bars are sleeved on several vertical bars. Subsequently, formwork is installed on the outside of the enclosing bars and concrete is poured. However, during the pouring process, due to the deadweight of the cement mortar, the enclosing bars and vertical bars are easily squeezed, which can cause the structural type of the entire steel frame to change. Utility Model Content

[0003] In order to maintain the structural type of the steel frame, the present application provides a device for controlling the steel bar protective layer.

[0004] The present application provides a device for controlling the steel bar protective layer using the following technical solutions:

[0005] A device for controlling the protective layer of steel bars includes two groups of support assemblies, each of which includes a plurality of support rods. The length directions of the support rods on the two groups of support assemblies are arranged vertically and are respectively parallel to the length direction or width direction of the pier. The two ends of the support rods are respectively connected to the two sides of the enclosed steel bars. Pads are provided at both ends of the support rods, and the inner side surfaces of the pads abut against the outer side surfaces of the enclosed steel bars.

[0006] By adopting the above technical solution, the two ends of the support rod are connected to the two sides of the enclosing steel bars, thereby supporting the enclosed steel bars and reducing the possibility of deformation of the enclosed steel bars during the pouring process to maintain the structural type of the steel frame. The minimum thickness of the steel bar protective layer can be controlled by the pads at both ends.

[0007] Optionally, the support rod is a telescopic adjustment rod.

[0008] By adopting the above technical solution, the support rod is a telescopic adjustment rod. On the one hand, the length of the support rod can be adjusted during the installation process, thereby facilitating the installation of the support rod on the enclosing steel bars. On the other hand, the support rod is convenient for use with enclosing steel bars of different lengths or widths.

[0009] Optionally, the support rod includes a telescopic tube, a telescopic rod and a clamping nut, a sliding cavity is coaxially arranged in the middle of the telescopic tube, the telescopic rod is slidably connected to the sliding cavity along the axial direction of the telescopic tube, the telescopic tube is located at the cavity mouth of the sliding cavity and is surrounded by a plurality of clamping plates, the outer side surface of the clamping plate is provided with a threaded portion, and several of the threaded portions form a complete external thread, the clamping nut is threadedly sleeved on several clamping plates, and there is a gap between two adjacent clamping plates.

[0010] By adopting the above technical solution, when adjusting the length of the support rod, the telescopic rod is stretched, and after the support rod is adjusted to an appropriate length, the clamping nut is rotated, and then the clamping nut forces several clamping pieces to clamp, thereby limiting the telescopic rod.

[0011] Optionally, an abutment block is provided at one end of the telescopic rod and the telescopic tube that is away from each other, and the abutment block abuts against a side of the enclosing steel bar close to the vertical steel bar.

[0012] By adopting the above technical solution, an abutment block is provided, and the abutment block abuts against the enclosed steel bars, thereby limiting the enclosed steel bars to maintain the structural type of the enclosed steel bars.

[0013] Optionally, the telescopic rod and the telescopic tube are provided with an external thread at one end away from each other, and the telescopic rod is provided with a limiting nut threadedly connected to the external thread. The limiting nut is located on the side of the abutment block away from the cushion block, and the limiting nut abuts against the abutment block.

[0014] By adopting the above technical solution, after the support rod is adjusted to an appropriate length, the pad is abutted against the outer side of the enclosed steel bar. At this time, the abutment block is moved so that the abutment block abuts against the enclosed steel bar, and then the abutment block is limited by the limiting nut. The abutment block and the pad limit the enclosed steel bar, so that the two ends of the support rod are fixedly connected to the enclosed steel bar.

[0015] Optionally, a first limiting groove is provided on a side of the abutting block close to the pad block, and a groove wall of the first limiting groove abuts against the enclosed steel bar.

[0016] By adopting the above technical solution, a first limiting groove is provided on the abutment block, and the first limiting groove is clamped on the enclosing steel bar, thereby improving the installation stability of the abutment block.

[0017] Optionally, the spacer block is provided with a second limiting groove, and the second limiting groove can form a circular groove with the first limiting groove, and the diameter of the circular groove is adapted to the diameter of the enclosed steel bar.

[0018] By adopting the above technical solution, the first limiting groove and the second limiting groove are clamped on the enclosed steel bar, thereby further improving the stability of the installation.

[0019] In summary, the present invention has the following beneficial effects:

[0020] 1. The two ends of the support rod are connected to the two sides of the enclosed steel bars to support the enclosed steel bars and reduce the possibility of deformation of the enclosed steel bars during the pouring process to maintain the structural type of the steel frame. The minimum thickness of the steel bar protective layer can be controlled by the pads at both ends;

[0021] 2. After adjusting the support rod to the appropriate length, the pad is in contact with the outer side of the enclosed steel bar. At this time, move the abutment block so that it abuts against the enclosed steel bar, and then limit the abutment block through the limiting nut. The abutment block and the pad limit the enclosed steel bar so that the two ends of the support rod are fixedly connected to the enclosed steel bar. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a structural diagram of this embodiment;

[0023] Figure 2 yes Figure 1 A magnified schematic diagram of point A in the middle;

[0024] Figure 3 yes Figure 1 Enlarged schematic diagram of point B in the middle.

[0025] In the figure, 1. vertical steel bars; 2. enclosing steel bars; 3. support assembly; 31. support rod; 311. telescopic tube; 312. telescopic rod; 313. clamping nut; 314. clamping plate; 32. abutment block; 321. first limiting groove; 33. limiting nut; 4. spacer block; 41. second limiting groove. DETAILED DESCRIPTION

[0026] The following is combined with Figure 1-3 This application is described in further detail.

[0027] The present application discloses a device for controlling the protective layer of steel bars. Figure 1 and Figure 2 , including two groups of support assemblies 3, the support assemblies 3 include several support rods 31, the axes of the several support rods 31 are arranged in parallel, and the length directions of the support rods 31 on the two groups of support assemblies 3 are arranged vertically and are respectively parallel to the length direction or width direction of the pier.

[0028] Reference Figure 1 and Figure 2The two ends of the support rod 31 are respectively connected to the two sides of the enclosed steel bar 2. The support rod 31 is a telescopic adjustment rod. The support rod 31 includes a telescopic tube 311, a telescopic rod 312, and a clamping nut 313. A sliding cavity is coaxially provided in the middle of the telescopic tube 311. The telescopic rod 312 is slidably connected to the sliding cavity along the axis of the telescopic tube 311. The telescopic tube 311 is located at the cavity opening of the sliding cavity and is fixedly connected to a plurality of clamping plates 314. There is a gap between adjacent clamping plates 314. The outer peripheral wall of the telescopic tube 311 near one end of the clamping plate 314 and the outer side surface of the clamping plate 314 are provided with a threaded portion. The threaded portions on the plurality of clamping plates 314 form a complete external thread. The clamping nut 313 is threadedly sleeved on the plurality of clamping plates 314.

[0029] Reference Figure 1 、 Figure 2 and Figure 3 The ends of the telescopic tube 311 and the telescopic rod 312 that are away from each other are both fixedly connected to a pad 4, and the inner side of the pad 4 abuts the outer side of the enclosed steel bar 2. An abutment block 32 is provided at the ends of the telescopic rod 312 and the telescopic tube 311 that are away from each other. The two abutment blocks 32 are located between the two pads 4 and abut against the side of the enclosed steel bar 2 away from the pad 4. The telescopic tube 311 or the telescopic rod 312 is passed through the abutment blocks 32. The outer peripheral walls of the telescopic tube 311 and the telescopic rod 312 that are away from each other are both provided with external threads. The telescopic rod 312 is provided with a limit nut 33 that is threadedly connected to the external threads. The limit nut 33 is located on the side of the abutment block 32 away from the pad 4 and abuts against the abutment block 32 to limit the abutment block 32.

[0030] Reference Figure 1 、 Figure 2 and Figure 3 A first limiting groove 321 is provided on the side of the abutment block 32 close to the pad block 4, and the enclosed steel bar 2 is clamped in the first limiting groove 321. A second limiting groove 41 is provided on the side of the pad block 4 close to the abutment block 32. The second limiting groove 41 can form a circular groove with the first limiting groove 321. The diameter of the circular groove is adapted to the diameter of the enclosed steel bar 2, thereby improving the installation stability of the pad block 4 and the abutment block 32, so as to further stably maintain the structural type of the enclosed steel bar 2 and the vertical steel bar 1.

[0031] The implementation principle of a device for controlling the steel bar protective layer in an embodiment of the present application is as follows: the two ends of the support rod 31 are connected to the two sides of the enclosed steel bar 2, thereby supporting the enclosed steel bar 2 and reducing the possibility of deformation of the enclosed steel bar 2 during the pouring process to maintain the structural type of the steel bar frame, and the minimum thickness of the steel bar protective layer can be controlled by the pads 4 at both ends.

[0032] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. A device for controlling the protective layer of steel bars, characterized in that: The invention comprises two groups of support assemblies (3), wherein the support assemblies (3) comprise a plurality of support rods (31), the length directions of the support rods (31) on the two groups of support assemblies (3) are arranged vertically and are respectively parallel to the length direction or width direction of the pier column, the two ends of the support rods (31) are respectively connected to the two sides of the enclosing steel bars (2), and the two ends of the support rods (31) are provided with pads (4), and the inner side surfaces of the pads (4) abut against the outer side surfaces of the enclosing steel bars (2).

2. The device for controlling the steel bar protective layer according to claim 1, characterized in that: The support rod (31) is a telescopic adjustment rod.

3. The device for controlling the steel bar protective layer according to claim 2, characterized in that: The support rod (31) includes a telescopic tube (311), a telescopic rod (312) and a clamping nut (313). A sliding cavity is coaxially arranged in the middle of the telescopic tube (311). The telescopic rod (312) is slidably connected to the sliding cavity along the axial direction of the telescopic tube (311). The telescopic tube (311) is located at the cavity opening of the sliding cavity and is surrounded by a plurality of clamping plates (314). The outer side surface of the clamping plate (314) is provided with a threaded portion. The threaded portions on the plurality of clamping plates (314) form a complete external thread. The clamping nut (313) is threadedly sleeved on the plurality of clamping plates (314), and there is a gap between two adjacent clamping plates (314).

4. The device for controlling the steel bar protective layer according to claim 3, characterized in that: An abutment block (32) is provided at one end of the telescopic rod (312) and the telescopic tube (311) that is away from each other, and the abutment block (32) abuts against a side of the enclosed steel bar (2) close to the vertical steel bar (1).

5. The device for controlling the steel bar protective layer according to claim 4, characterized in that: An external thread is provided at one end of the telescopic rod (312) and the telescopic tube (311) that is away from each other. The telescopic rod (312) is provided with a limiting nut (33) threadedly connected to the external thread. The limiting nut (33) is located on a side of the abutment block (32) away from the cushion block (4), and the limiting nut (33) abuts against the abutment block (32).

6. The device for controlling the steel bar protective layer according to claim 4, characterized in that: A first limiting groove (321) is provided on one side of the abutting block (32) close to the pad block (4), and a groove wall of the first limiting groove (321) abuts against the enclosed steel bar (2).

7. The device for controlling the steel bar protective layer according to claim 6, characterized in that: The pad (4) is provided with a second limiting groove (41), and the second limiting groove (41) can form a circular groove with the first limiting groove (321), and the diameter of the circular groove is adapted to the diameter of the enclosed steel bar (2).