Embedded steel sleeve fixing structure

By connecting the welding blocks on the steel sleeve to the L-shaped welded bars on the wall beam steel bars, and fixing the contact points by welding, the problem of easy displacement of traditional embedded steel sleeves during concrete pouring is solved, achieving higher buried accuracy and stability.

CN222949217UActive Publication Date: 2025-06-06ZHUHAI HUAZHANG ENG MANAGEMENT CONSULTING CO LTD
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Patent Information

Application Number
CN202421911216.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-07
Publication Date
2025-06-06
Estimated Expiration
2034-08-07

AI Technical Summary

Technical Problem

In construction projects, traditional pre-embedded steel casings are easily displaced due to vibration during concrete pouring, resulting in unstable fixation.

Method used

By connecting the welding block at the upper middle end of the steel sleeve to the L-shaped welded bar on the wall beam steel bar, and fixing the contact point between the welding block and the welded bar through welding, ensuring that the steel sleeve remains positioned without deflection when pouring concrete.

Benefits of technology

This method effectively reduces the difficulty of operation, improves the accuracy of burying steel sleeves, and ensures the fixed stability of steel sleeves during concrete pouring.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a pre-embedded steel sleeve fixing structure, which relates to the technical field of pre-embedded steel sleeve fixing, and comprises a steel sleeve, a common template is arranged at the left end of the steel sleeve, the right end of the steel sleeve is movably connected with an aluminum alloy template and a circular through hole in a penetrating manner, and the lower end of the aluminum alloy template is connected with the right side surface of a foundation. The lower end of the common formwork is connected with the left side face of a foundation, a split bolt penetrates through the position between the aluminum alloy formwork and the common formwork, the upper end of the middle of the steel sleeve is connected with a welding block, the welding block is connected with a welding rib, the upper end of the welding rib is connected with a horizontal wall beam steel bar, and the wall beam steel bar is connected with a vertical longitudinal steel bar. The steel sleeve is fixed through the L-shaped welding ribs and the welding blocks in a welding mode, and the position of the steel sleeve can be kept not to deviate when concrete is poured.
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Description

Technical Field

[0001] The utility model relates to the technical field of pre-buried steel casing fixing, in particular to a pre-buried steel casing fixing structure. Background Art

[0002] In construction projects, the installation of fresh air, air conditioners, heaters, etc. requires pre-buried casings or reserved holes in the building's exterior wall structure. The length of traditional pre-buried casings is only the same as the width of the building's exterior wall structure. The steel casing is shorter, and one end is fixed to the formwork or fixed with wire. During the concrete pouring process, the steel casing will shift due to the vibration of the vibrating pump.

[0003] Based on this, a pre-buried steel casing fixing structure is now provided to eliminate the drawbacks of the existing device. Utility Model Content

[0004] The utility model aims to provide a pre-buried steel casing fixing structure to solve the problems in the background technology.

[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0006] A pre-buried steel casing fixing structure comprises a steel casing, a common template is arranged at the left end of the steel casing, the right end of the steel casing passes through a movable connecting aluminum alloy template and a circular through hole, the lower end of the aluminum alloy template is connected to the right side of the foundation, the lower end of the common template is connected to the left side of the foundation, tension bolts pass through the aluminum alloy template and the common template, the upper end of the middle part of the steel casing is connected to a welding block, the welding block is connected to a welding rib, the upper end of the welding rib is connected to a horizontal wall beam steel bar, the wall beam steel bar is connected to a vertical longitudinal steel bar, and the lower end of the longitudinal steel bar is arranged in the foundation.

[0007] On the basis of the above technical solutions, the present invention also provides the following optional technical solutions:

[0008] In an optional solution: a plastic sealing film is provided on the left end surface of the steel casing, and the plastic sealing film is pressed onto the common template by the left end surface of the steel casing.

[0009] In an optional solution, the outer diameter of the steel sleeve matches the diameter of the circular through hole.

[0010] In an optional solution, the welding block is a strip steel plate welded on a steel sleeve.

[0011] In an optional solution: the welded reinforcement is an L-shaped reinforcement welded to the wall beam reinforcement.

[0012] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0013] The utility model fixes the steel sleeve by welding through L-shaped welding ribs and welding blocks, so that the steel sleeve can maintain a position without deviation when pouring concrete.

[0014] The utility model welds a welding block on the outer wall of the steel casing, welds one end of an L-shaped welding rib on the wall beam steel bar above the steel casing, and the other end of the L-shaped welding rib is close to the surface of the steel casing. The steel casing is rotated to adjust the position of the welding block so that the welding block contacts the welding rib, and then the contact point is welded to fix it. Compared with directly using the L-shaped welding rib to fix the steel casing on the wall beam steel bar, the utility model reduces the operation difficulty and improves the accuracy of burying the steel casing. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the upper right front structure of the utility model.

[0016] Figure 2 It is a schematic diagram of the upper left rear structure of the utility model.

[0017] Figure 3 It is a schematic diagram of the rear side section of the utility model.

[0018] Figure 4 For this utility model Figure 3 A partial enlarged view of middle A.

[0019] Notes on the accompanying drawings: 101, steel casing; 102, welding block; 103, welding rib; 201, aluminum alloy formwork; 202, circular perforation; 203, ordinary formwork; 204, foundation; 205, tension bolt; 206, wall beam reinforcement; 207, longitudinal reinforcement. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments.

[0021] In one embodiment, Figure 1-Figure 4As shown, a pre-buried steel casing fixing structure includes a steel casing 101. A common template 203 is provided at the left end of the steel casing 101, and the right end of the steel casing 101 penetrates the movable connection aluminum alloy template 201 and the circular through hole 202, the lower end of the aluminum alloy template 201 is connected to the right side of the foundation 204, and the lower end of the common template 203 is connected to the left side of the foundation 204, and the tension bolts 205 are penetrated between the aluminum alloy template 201 and the common template 203, and the upper end of the middle part of the steel casing 101 is connected to the welding block 102, and the welding block 102 is connected to the welding rib 103. The upper end of the welding rib 103 is connected to the horizontal wall beam steel bar 206, and the wall beam steel bar 206 is connected to the vertical longitudinal steel bar 207. The lower end of the longitudinal steel bar 207 is set in the foundation 204. After the steel sleeve 101 is inserted between the aluminum alloy template 201 and the ordinary template 203 through the circular through hole 202, the welding block 102 is welded to the outer wall of the steel sleeve 101, and the welding rib 103 is welded to the wall beam steel bar 206. After the steel sleeve 101 is rotated to make the welding block 102 contact the welding rib 103, the welding contact point is fixed.

[0022] In one embodiment, Figure 1 As shown, the left end face of the steel casing 101 is provided with a plastic sealing film, and the left end face of the steel casing 101 presses the plastic sealing film onto the common formwork 203 to prevent concrete from flowing into the interior of the steel casing 101 from the gap between the steel casing 101 and the common formwork 203 .

[0023] In one embodiment, Figure 1 and Figure 3 As shown, the outer diameter of the steel casing 101 matches the diameter of the circular through-hole 202 , preventing the concrete slurry from flowing out from the gap between the steel casing 101 and the circular through-hole 202 .

[0024] In one embodiment, Figure 3 and Figure 4 As shown, the welding block 102 is a strip steel plate welded on the steel sleeve 101 , and the position of the welding block 102 can be adjusted by rotating the steel sleeve 101 .

[0025] In one embodiment, Figure 3 and Figure 4 As shown, the welding rib 103 is an L-shaped steel bar welded to the wall beam steel bar 206. When the steel sleeve 101 is rotated to adjust the position of the welding block 102, it is beneficial for the welding rib 103 to contact the welding block 102, which facilitates welding.

[0026] The above embodiment discloses a pre-embedded steel sleeve fixing structure. When fixing the steel sleeve 101, the steel sleeve 101 is first inserted from the right side of the aluminum alloy template 201 through the circular through hole 202 until the left end of the steel sleeve 101 is pressed on the right side surface of the ordinary template 203. The steel sleeve 101 can rotate in the circular through hole 202, and the welding block 102 is welded to the outer wall of the steel sleeve 101 between the aluminum alloy template 201 and the ordinary template 203. Then, one end of the welding rib 103 is welded to the wall beam steel bar 206 above the steel sleeve 101, and the other end of the welding rib 103 is close to the outer wall of the steel sleeve 101. The steel sleeve 101 is rotated so that the welding block 102 on the outer wall of the steel sleeve 101 contacts the other end of the welding rib 103 and the contact point is welded to complete the fixing of the steel sleeve 101.

[0027] The above is only a specific implementation of the present application, but the protection scope of the present application is not limited thereto. Any person skilled in the art who is familiar with the present technical field can easily think of changes or substitutions within the technical scope disclosed in the present application, which should be included in the protection scope of the present application. Therefore, the protection scope of the present application should be based on the protection scope of the claims.

Claims

1. A pre-buried steel casing fixing structure, comprising a steel casing (101); It is characterized in that The left end of the steel sleeve (101) is provided with a common template (203), the right end of the steel sleeve (101) passes through the movable aluminum alloy template (201) and the circular through hole (202), the lower end of the aluminum alloy template (201) is connected to the right side of the foundation (204), the lower end of the common template (203) is connected to the left side of the foundation (204), and the tension bolts (205) pass through between the aluminum alloy template (201) and the common template (203), the upper end of the middle part of the steel sleeve (101) is connected to a welding block (102), the welding block (102) is connected to a welding rib (103), the upper end of the welding rib (103) is connected to a horizontal wall beam steel bar (206), the wall beam steel bar (206) is connected to a vertical longitudinal steel bar (207), and the lower end of the longitudinal steel bar (207) is arranged in the foundation (204).

2. The embedded steel casing fixing structure according to claim 1 is characterized in that: The left end surface of the steel sleeve (101) is provided with a plastic sealing film, and the left end surface of the steel sleeve (101) presses the plastic sealing film onto the common template (203).

3. The embedded steel casing fixing structure according to claim 1 is characterized in that: The outer diameter of the steel sleeve (101) matches the diameter of the circular through hole (202).

4. The embedded steel casing fixing structure according to claim 1 is characterized in that: The welding block (102) is a strip steel plate welded on the steel sleeve (101).

5. The embedded steel casing fixing structure according to claim 1 is characterized in that: The welded reinforcement (103) is an L-shaped reinforcement welded to the wall beam reinforcement (206).