Anti-deviation embedded part system

By designing an anti-default embedded component system, including pre-welded parts, plate embedded parts and long steel square pipes, and three-dimensional adjustments are performed through adapters, the problems of increasing cost and processing difficulty in traditional embedded component design are solved, achieving more efficient installation and more flexible construction.

CN222949213UActive Publication Date: 2025-06-06TONGCHUANG JINTAI CONSTR TECH (BEIJING) CO LTD
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Patent Information

Application Number
CN202421391731.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-18
Publication Date
2025-06-06
Estimated Expiration
2034-06-18

AI Technical Summary

Technical Problem

In the case where the curtain wall partition design does not correspond, traditional embedded parts design needs to increase the number of embedded parts and increase the cost, and accurately positioning is required in the processing of steel structure beams, which increases the processing difficulty and is less fault tolerance.

Method used

A system of anti-deviation embedded parts is designed, including pre-welded parts, plate-type embedded parts and round-long steel square pipes. It is connected to the I-shaped steel structure beams through pre-welded parts. The plate-type embedded parts are fixed to the concrete floor slab, and the round-long steel square pipe is welded to the plate-type embedded parts, and three-dimensional adjustment is performed through adapters to eliminate deviations.

Benefits of technology

This system can still be used normally when there are large deviations in embedded parts, which improves on-site installation efficiency, reduces the number of embedded parts used, and eliminates deviations through structural adjustment when there are deviations in embedded parts, improving the flexibility of the construction site.

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Abstract

The utility model discloses an anti-deviation embedded part system which comprises pre-welding parts, a plate-type embedded part and a full-length steel square pipe, the pre-welding parts are welded to the two sides of the waist of an I-shaped steel structural beam, a plurality of threaded holes are formed in the pre-welding parts, the plate-type embedded part is fixed in a concrete floor, and the full-length steel square pipe is connected with the pre-welding parts. The full-length steel square pipe is welded to the plate-type embedded part above the concrete floor slab, the plate-type embedded part below the concrete floor slab is welded to an adapter square pipe, the welding square pipe is welded to a steel adapter, a plurality of threaded holes are formed in the steel adapter, and the steel adapter is welded to the through-length steel square pipe. According to the deviation-preventing embedded part system, when large deviation occurs, use of the embedded parts is not affected, the field installation efficiency is improved, compared with a traditional embedded part form, the use number of the embedded parts is effectively reduced, and use and arrangement of the embedded parts on a construction site are more flexible.
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Description

Technical Field

[0001] The utility model relates to the technical field of building embedded component systems, in particular to an anti-deviation embedded component system. Background Art

[0002] At present, when the designs of the upper and lower adjacent layers of the curtain wall are not corresponding, according to the traditional embedded parts design method, it is necessary to set embedded parts at the top and bottom connection positions of each curtain wall partition, which leads to a corresponding increase in the number of embedded parts used and an increase in the construction cost. In addition, when the structural form is a steel beam, it is necessary to accurately locate the position of the embedded parts during processing in the steel beam factory, which increases the difficulty of processing and has a low fault tolerance. Utility Model Content

[0003] In view of the above technical problems in the related art, the utility model proposes an anti-deviation embedded system, which can solve the above problems.

[0004] In order to achieve the above technical purpose, the technical solution of the utility model is implemented as follows:

[0005] A deviation-proof embedded parts system comprises pre-welded parts, plate-type embedded parts and full-length steel square tubes, wherein the pre-welded parts are welded to both sides of the waist of an I-beam structural beam, the pre-welded parts are provided with a plurality of threaded holes, the plate-type embedded parts are fixed in a concrete floor slab, the full-length steel square tubes are welded to the plate-type embedded parts above the concrete floor slab, the plate-type embedded parts below the concrete floor slab are welded to a transfer square tube, the transfer square tubes are welded to a steel transfer part, the steel transfer part is provided with a plurality of threaded holes, and the steel transfer part is fixedly connected to the pre-welded parts by bolts.

[0006] Furthermore, the length of the pre-welded part is equal to the waist height of the I-beam structural beam.

[0007] Furthermore, the length of the steel transition piece is shorter than the length of the pre-welded piece.

[0008] The beneficial effects of the utility model: the anti-deviation embedded parts system of the present application does not affect the use of embedded parts when a large deviation occurs, thereby improving the on-site installation efficiency and effectively reducing the number of embedded parts used compared to traditional embedded parts. When there is a deviation in the embedded parts, the deviation can be eliminated by different structural settings to complete the construction, making the use and setting of embedded parts on the construction site more flexible. BRIEF DESCRIPTION OF THE DRAWINGS

[0009] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0010] The utility model is further described in detail below with reference to the accompanying drawings.

[0011] Figure 1 It is a schematic diagram of the assembly structure of an anti-deviation embedded system according to an embodiment of the utility model;

[0012] Figure 2 It is a schematic diagram of the structure of a pre-welded component of an anti-deviation embedded component system according to an embodiment of the utility model;

[0013] Figure 3 The utility model is a schematic diagram of the connection structure of a through-length steel square tube and a plate-type embedded part of an anti-deviation embedded part system according to an embodiment of the utility model.

[0014] In the figure: 1. Full-length steel square tube; 2. Plate-type embedded parts; 3. Pre-welded parts; 4. Concrete floor slab; 5. Transfer square tube; 6. I-beam steel structure beam; 7. Steel transfer parts. DETAILED DESCRIPTION

[0015] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field belong to the scope of protection of the utility model.

[0016] like Figure 1-3 As shown, an anti-deviation embedded part system described in an embodiment of the utility model includes a pre-welded part 3, a plate-type embedded part 2, and a full-length steel square tube 1. The pre-welded part 3 is welded to both sides of the waist of the I-beam structural beam 6. The pre-welded part 3 is provided with a plurality of threaded holes. The plate-type embedded part 2 is fixed in the concrete floor 4. The full-length steel square tube 1 is welded to the plate-type embedded part 2 above the concrete floor 4. The plate-type embedded part 2 below the concrete floor 4 is welded to the adapter square tube 5. The adapter square tube 5 is welded to the steel adapter 7. The steel adapter 7 is provided with a plurality of threaded holes. The steel adapter 7 is fixedly connected to the pre-welded part 3 by bolts.

[0017] In a specific embodiment of the present invention, the length of the pre-welded component 3 is equal to the waist height of the I-beam structural beam 6 .

[0018] In a specific embodiment of the present invention, the length of the steel transition piece 7 is smaller than the length of the pre-welded piece 3 .

[0019] In order to facilitate understanding of the above technical solution of the present invention, the above technical solution of the present invention is described in detail below through specific usage.

[0020] The anti-deviation embedded parts system of the present application is mainly divided into three parts, one part is the pre-welded parts during the processing of the steel structure beams in the factory, the pre-welded parts are directly welded to the I-beam steel structure beams, one part is the plate-type embedded parts embedded in the concrete floor slabs, the plate-type embedded parts are fixedly installed on the concrete floor slabs when the concrete floor slabs are made, and one part is the full-length steel square tubes installed later. When large deviations occur in this embedded parts system, the use of the embedded parts is not affected. The full-length steel square tubes are installed above the embedded parts, and the curtain wall is installed on the full-length steel square tubes. Three-dimensional adjustment is performed through adapters to eliminate the deviations of the embedded parts in the front, back, left and right directions. When the curtain wall grids are adjusted, the installation of the curtain wall on the full-length steel square tubes is not affected without adjusting the positions of the embedded parts, making the on-site use more flexible.

[0021] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An anti-deviation embedded parts system, comprising pre-welded parts, plate-type embedded parts, and full-length steel square tubes, characterized in that: The pre-welded parts are welded to both sides of the waist of the I-beam structural beam, the pre-welded parts are provided with a plurality of threaded holes, the plate-type embedded parts are fixed in the concrete floor, the full-length steel square tube is welded to the plate-type embedded parts above the concrete floor, the plate-type embedded parts below the concrete floor are welded to the adapter square tube, the adapter square tube is welded to the steel adapter, the steel adapter is provided with a plurality of threaded holes, and the steel adapter is fixedly connected to the pre-welded parts by bolts.

2. The anti-deviation embedded system according to claim 1, characterized in that: The length of the pre-welded part is equal to the waist height of the I-beam structural beam.

3. The anti-deviation embedded system according to claim 1, characterized in that: The length of the steel transition piece is shorter than the length of the pre-welded piece.