Steel reinforced concrete column inclined strut assembly

By incorporating a flip plate and tilting baffle on the beam support plate, automatic positioning and high-strength connection of the I-beams are achieved, solving the problems of cumbersome hoisting and insufficient connection in existing technologies, and improving construction efficiency and structural stability.

CN223753477UActive Publication Date: 2026-01-02HEFEI SHUANGFENG STEEL STRUCTURE ENG CO LTD
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Patent Information

Application Number
CN202520243706.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-17
Publication Date
2026-01-02
Estimated Expiration
2035-02-17

AI Technical Summary

Technical Problem

In the existing technology, the diagonal bracing at the connection node between the I-beam and the steel-concrete composite column requires manual assistance for alignment during hoisting, which is cumbersome and results in insufficient connection strength, affecting the lateral stability of the structure.

Method used

A steel-concrete composite column bracing assembly is designed, which uses a flip-up plate and a stop bar with an inclined surface on the beam support plate. The tilting posture of the flip-up plate guides the I-beam to automatically position, and the connection strength is improved by bolt connection.

Benefits of technology

The process of hoisting the I-beams was simplified, construction efficiency was improved, and the connection strength between the diagonal bracing and the I-beams was enhanced, ensuring the stability of the structure.

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Abstract

The utility model discloses a steel reinforced concrete column diagonal bracing assembly, and relates to the field of steel structures, the steel reinforced concrete column diagonal bracing assembly comprises an inclined support, the inclined support is arranged in an inclined mode, the upper end face and the lower end face of the inclined support are respectively and fixedly provided with a beam supporting plate and an anchoring plate, and the top face of the beam supporting plate is symmetrically provided with rotatable overturning plates; according to the steel reinforced concrete column inclined strut assembly, the symmetrically-hinged overturning plates are arranged on the top face of the beam supporting plate, the barrier strips with the inclined faces are arranged on the two sides of the beam supporting plate, when an I-shaped steel beam is hoisted, the overturning plates can be overturned to be in an inclined posture, and the long edge parts abut against the inclined faces of the barrier strips to form an inverted splayed shape with an upward opening; by means of the opening, the I-shaped steel beam can be guided to be automatically positioned to the position over the inclined support, manual holding of the I-shaped steel beam for alignment is not needed, the hoisting process is simplified, and the construction efficiency is improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of steel structure especially relates to a type steel concrete column inclined bracing assembly. BACKGROUND

[0002] In the prior art, the inclined bracing at the connection joint of the I-beam and the type steel concrete column usually adopts a conventional structure, including an inclined bracing arranged in an inclined manner, an anchoring plate at the lower end surface of the inclined bracing, and a beam supporting plate at the upper end surface of the inclined bracing; during installation, the anchoring plate is fixed to the outer wall of the column, and the beam supporting plate is connected to the I-beam; then the two ends of the inclined bracing are connected to the column and the beam respectively; however, this conventional structure has the following deficiencies in the hoisting and connecting process of the I-beam: during installation, the I-beam needs to be manually aligned on the beam supporting plate, which is relatively cumbersome to operate; and the strength of the connection between the inclined bracing and the I-beam is insufficient in terms of lateral stability, which affects the overall structural performance. SUMMARY

[0003] In order to make up for the deficiencies of the prior art, the purpose of the utility model is to provide a type steel concrete column inclined bracing assembly, which solves the problem of manual alignment during the process of hoisting the I-beam onto the beam supporting plate, which is inconvenient to operate.

[0004] In order to solve the problems of the prior art, the technical scheme of the utility model is as follows:

[0005] A type steel concrete column inclined bracing assembly, comprising an inclined bracing, the inclined bracing being arranged in an inclined manner, the upper end surface and the lower end surface of the inclined bracing being respectively provided with a beam supporting plate and an anchoring plate, the top surface of the beam supporting plate being symmetrically provided with rotatable turnover plates, and the two turnover plates being located on both sides of the I-beam in the length direction of the I-beam when the I-beam is installed on the beam supporting plate.

[0006] The top surface of the beam supporting plate is symmetrically provided with stop bars on both sides in the length direction of the I-beam, and the side of each stop bar close to the other stop bar is formed with an inclined surface.

[0007] Preferably, the two sides of the turnover plate located on both sides of the rotation axis thereof are a long side part and a short side part respectively, the bottom surface of the short side part is arranged on the top surface of the beam supporting plate when the turnover plate is in a vertical state, and the long side part surrounds the outer wall of the I-beam.

[0008] Preferably, when the turnover plate is in an inclined state, the long side part abuts against the inclined surface of the stop bar, and the two long side parts on both sides form a V-shaped space with the opening facing upward.

[0009] Preferably, a plurality of first bolt holes are formed in the long side part at equal intervals along the length direction of the I-beam.

[0010] Preferably, a third bolt hole is formed in the beam supporting plate at a position corresponding to the second bolt hole in the I-beam.

[0011] Preferably, the cross section of the inclined support is H-shaped.

[0012] Compared with the prior art, the utility model has the advantages that:

[0013] 1、 the utility model discloses a beam support plate top surface sets up the turnover board of symmetrical hinged and sets up the blocking strip with the inclined plane on the both sides of beam support plate, when hoisting I -beam, can turn over the turnover board and present the inclined attitude, the long -edge part touches the inclined plane of blocking strip, two long -edge parts form the V -shaped space of the opening upwards, and this open -mouthed setting can guide I -beam to be positioned to the inclined support directly above automatically, need not manual hold I -beam and align, simplifies the hoisting process, improves construction efficiency.

[0014] 2、 the utility model discloses I -beam hoisting in place, with its lower pressure short -edge part, the turnover board turns over to vertical state, and the long -edge part of two turnover boards respectively touches the left and right sides outer wall on the length direction of I -beam, passes through the first bolt hole of long -edge part and inserts the bolt tension, can enclose I -beam on the side, and is connected with the cooperation through the second, third bolt hole between beam support plate and I -beam, further improves the strength that the inclined support is connected with I -beam, guarantees the stability of structure. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is the whole structure schematic diagram of the utility model.

[0016] Figure 2 It is the turnover board structure schematic diagram of the utility model.

[0017] Figure 3 It is the blocking strip structure schematic diagram of the utility model.

[0018] Figure 4 It is the I -beam hoisting schematic diagram of the utility model;

[0019] Figure 5 It is the inclined support structure schematic diagram of the utility model.

[0020] Fig. 100, I -beam;1001, second bolt hole;200, steel reinforced concrete column;1, inclined support;101, upper end face;102, lower end face;2, anchor plate;3, beam support plate;301, third bolt hole;4, turnover board;401, long -edge part;4011, first bolt hole;402, short -edge part;5, blocking strip;501, inclined plane. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments.

[0022] Referring to Figures 1 to 5 The embodiment provides a kind of steel reinforced concrete column inclined support component, it includes the inclined support 1 of inclined arrangement, the upper end surface 101 of inclined support 1 is horizontally arranged, the lower end surface 102 of inclined support 1 is vertically arranged, the lower end surface 102 of inclined support 1 is fixed with anchor plate 2, the upper end surface 101 of inclined support 1 is fixed with beam support plate 3, the section of inclined support 1 is arranged in H type;

[0023] This is the conventional structure of inclined support 1 at the connection point of I-beam 100 and steel reinforced concrete column 200 in the prior art, when installing, expand bolt is punched or embedded in the corresponding position of the outer wall of steel reinforced concrete column 200, anchor plate 2 is fixed on the outer wall of steel reinforced concrete column 200 by bolt, and the upper end of inclined support 1 is connected with I-beam 100 through beam support plate 3, I-beam 100 is arranged on the top surface of beam support plate 3, and the two are connected and tensioned by bolt, to complete the installation of inclined support 1 of I-beam 100 and steel reinforced concrete column 200 connection node;

[0024] The top surface of beam support plate 3 is symmetrically hinged with two turnover plates 4, two turnover plates 4 are located on both sides of the length direction of I-beam 100, and the long side part 401 and the short side part 402 are respectively located on both sides of the rotation axis of turnover plate 4, when turnover plate 4 is in vertical state, the bottom surface of short side part 402 is arranged on the top surface of beam support plate 3, and I-beam 100 is arranged on the top surface of short side part 402, and the long side part 401 of two turnover plates 4 on both sides respectively abuts against the outer wall on both sides of the length direction of I-beam 100;

[0025] The upper end of long side part 401 is sequentially provided with a plurality of first bolt holes 4011 along the length direction of I-beam 100, when turnover plate 4 is in vertical state, I-beam 100 is arranged between two I-beams 100, and bolt is inserted into two first bolt holes 4011 corresponding in position on two turnover plates 4, two long side parts 401 are tensioned, so that I-beam 100 is limited between two long side parts 401;

[0026] And the lower end of I-beam 100 is also provided with a plurality of second bolt holes 1001, third bolt holes 301 are provided on beam support plate 3 corresponding to the position of second bolt hole 1001, after the tensioning work of two long side parts 401 is completed, bolt is inserted into second bolt hole 1001 and its opposite third bolt hole 301, to tension and fix I-beam 100 and beam support plate 3, to complete the connection work of I-beam 100 and inclined support 1;

[0027] And the top surface of the beam plate 3 is fixed with a blocking strip 5 on both sides of the length direction of the I-beam 100, and the side of the two blocking strips 5 close to each other is formed with an inclined surface 501, so that after the inclined support 1 is installed on the steel reinforced concrete column 200, the I-beam 100 is hoisted by the hoisting equipment, and the I-beam 100 is hoisted to the upper side of the inclined support 1, the two turnover plates 4 can be turned to an inclined attitude in advance, the long side part 401 of the turnover plate 4 is in contact with the inclined surface 501 of the blocking strip 5, so that the two long side parts 401 on both sides form a V-shaped space with the opening upward, so that the open setting, after hoisting the I-beam 100 to the upper side of the inclined support 1, the I-beam 100 does not need to be manually supported in place, but directly releases the I-beam 100, and the long side part 401 of the inclined turnover plate 4 is used to guide the I-beam 100 to the right position, and as the I-beam 100 is gradually released, the short side part 402 can press the turnover plate 4 to turn over, and finally the I-beam 100 is in place, and the turnover plate 4 is turned to vertical, and the two long side parts 401 are surrounded on both sides of the I-beam 100;

[0028] Therefore, by using the turnover plate 4, the I-beam 100 can be automatically positioned and hoisted to the upper side of the inclined support 1 without manual assistance, and during the installation process after hoisting, the two turnover plates 4 can surround the I-beam 100 laterally to form lateral support, further improving the strength of the connection between the inclined support 1 and the I-beam 100.

[0029] Although the embodiments of the present application have been shown and described, those skilled in the art can understand that various changes, modifications, replacements and variations can be made to the embodiments without departing from the principles and spirits of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A steel reinforced concrete column diagonal bracing assembly, comprising a diagonal brace (1) arranged in an inclined manner, a beam supporting plate (3) and an anchoring plate (2) are respectively fixed on the upper end surface (101) and the lower end surface (102) of the diagonal brace (1), characterized in that, The top surface of the beam supporting plate (3) is symmetrically provided with rotatable turnover plates (4), and when the I-beam (100) is installed on the beam supporting plate (3), the two turnover plates (4) are respectively located on the two sides of the I-beam (100) in the length direction. The top surface of the beam supporting plate (3) is symmetrically provided with rotatable turnover plates (4), and when the I-beam (100) is installed on the beam supporting plate (3), the two turnover plates (4) are respectively located on the two sides of the I-beam (100) in the length direction.

2. The composite steel reinforced concrete column brace assembly according to claim 1, wherein, The turnover plate (4) is provided with a long side part (401) and a short side part (402) on the two sides of the rotation axis, and when the turnover plate (4) is in a vertical state, the short side part (402) is arranged on the top surface of the beam supporting plate (3), and the long side part (401) is arranged on the outer wall of the I-beam (100).

3. The composite steel-concrete column bracing assembly according to claim 2, wherein, When the turnover plate (4) is in an inclined state, the long side part (401) is in contact with the inclined surface (501) of the blocking strip (5), and the two long side parts (401) on the two sides form a V-shaped space with the opening upward.

4. The composite steel reinforced concrete column brace assembly according to claim 3, wherein, The upper end of the long side part (401) is provided with a plurality of first bolt holes (4011) at equal intervals along the length direction of the I-beam (100).

5. The composite steel reinforced concrete column brace assembly according to claim 1, wherein, The third bolt hole (301) is arranged on the beam supporting plate (3) corresponding to the position of the second bolt hole (1001) on the I-beam (100).

6. The composite steel reinforced concrete column brace assembly according to claim 1, wherein, The cross section of the inclined support (1) is H-shaped.