Steel frame test piece with floor slab

Abstract

The utility model relates to a steel frame test piece with a floor. The method is suitable for the technical field of building structures. The technical problem to be solved by the utility model is to provide the steel frame test piece with the floor. According to the technical scheme, the steel frame test piece with the floor slab comprises the floor slab; the bottom supporting structure is arranged at the bottom of the floor and used for providing bottom supporting for the floor; and the lateral supporting structures are arranged at the top of the bottom supporting structure, abut against the side walls of the two sides of the floor slab and are used for providing lateral supporting for the floor slab, so that constraint boundaries are formed on the two sides of the floor slab.

Description

TECHNICAL FIELD

[0001] The utility model relates to building structure technical field especially steel frame test test piece with floor. BACKGROUND

[0002] Steel structure has higher bearing capacity, green environmental protection and fast construction and other advantages than concrete structure, and is widely concerned in structural design and experimental research. At present, in the experimental research of steel frame with floor, the floor is connected with the steel beam only through the bolt, and the two sides of the floor outside the frame are usually free boundary. However, except that one side of the floor near the edge or hole is free boundary, the floor is a constrained boundary in other cases, which leads to the problem that the research and design are not consistent. Therefore, in order to make the test and the actual engineering stress more consistent, it is necessary to provide restraint for the two sides of the floor outside the frame so as to better consider the role of the floor, which has important practical significance for in-depth study of the seismic performance of such structure, optimization of structural design and improvement of engineering seismic safety. SUMMARY

[0003] The technical problem to be solved by the utility model is to provide a steel frame test test piece with floor in view of the above problems.

[0004] The utility model adopts the technical scheme that a steel frame test test piece with floor comprises:

[0005] A floor;

[0006] A bottom support structure arranged at the bottom of the floor and used for providing bottom support to the floor;

[0007] A lateral support structure arranged at the top of the bottom support structure, the lateral support structure abutting against the two side walls of the floor, and used for providing lateral support to the floor so that the two sides of the floor form a constrained boundary.

[0008] Through the above technical means, the lateral support structure is used for providing lateral support to the two sides of the floor, and reliable boundary constraint is provided for the floor, so that the research of the test test piece is consistent with the actual engineering stress, and it is beneficial to in-depth study of the seismic performance of the structure.

[0009] In some embodiments, the bottom support structure comprises a steel column and a steel beam, the two ends of the steel beam are connected to the top of the side wall of the two steel columns respectively, and the top of the steel beam and the steel column is provided with the lateral support structure and the floor.

[0010] In some embodiments, the lateral support structure comprises a support piece and a support connecting piece, the two sides of the steel beam and the steel column are symmetrically arranged with the support piece, a plurality of support pieces are arranged at intervals along the length direction of the floor, and the end portions of the adjacent support pieces away from the steel beam are connected through the support connecting piece, so that the support connecting piece is symmetrically arranged along the axis of the steel beam.

[0011] In some embodiments, the support member is an I-beam or H-beam, and the support connecting member is an angle steel.

[0012] In some embodiments, the support connecting member is welded or bolted to the support member.

[0013] In some embodiments, a stiffener plate is provided at the connection between the support connecting member and the support member.

[0014] In some embodiments, the floor slab is connected to the steel beam by bolts. The present application has the following advantages:

[0015] 1. By adding a lateral support structure on the top of the bottom support structure, the lateral support structure provides necessary lateral boundary constraints for the floor slab, enhancing the overall integrity and stability of the structure. On the one hand, it is convenient for positioning and formwork during pouring of the floor slab; on the other hand, in the steel frame test with the floor slab, the floor slab is close to the real constraint boundary condition on both sides, the test specimen can better reflect the stress state in the real building environment, improving the consistency of the test and the actual engineering stress, which is beneficial to more in-depth and accurate study of the seismic performance of such structures, thereby providing a basis for optimizing the structural design and improving the structural safety. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 is a schematic view of the shaft side structure of the present application.

[0017] Figure 2 is a schematic view of the front view structure of the present application.

[0018] Figure 3 is a schematic view of the top view structure of the present application.

[0019] Figure 4 is a schematic view of the side view structure of the present application.

[0020] Figure 5 is a schematic view of the partial connection between the support member and the support connecting member in the present application.

[0021] BRIEF DESCRIPTION OF DRAWINGS

[0022] 1. Steel column; 2. Steel beam; 3. Support member; 4. Support connecting member; 5. Bolt; 6. Floor slab; 7. Stiffener plate.

[0023] This specification includes references to "one embodiment" or "an embodiment". The appearance of the phrases "in one embodiment" or "in an embodiment" does not necessarily refer to the same embodiment. Particular features, structures, or characteristics can be combined in any suitable way in one or more embodiments.

[0024] “comprising,” the term is open-ended. As used in the appended claims, this term does not foreclose additional structure or steps.

[0025] “first,” “second,” and the like. As used herein, these terms are merely labels used to distinguish one element from another, and do not necessarily indicate a spatial, temporal or logical order of such elements. DETAILED DESCRIPTION

[0026] In order to make the technical field personnel better understand the technical scheme of the present application, the technical scheme of the present application will be further described in combination with specific embodiments.

[0027] In combination Figures 1 to 5 As shown in the figure, the embodiment is a steel frame test specimen with a floor slab, which comprises a floor slab 6, a bottom support structure and a lateral support structure. The bottom support structure is arranged at the bottom of the floor slab 6 and is used to provide bottom support for the floor slab 6. The top of the bottom support structure is provided with the lateral support structure, which abuts the two side walls of the floor slab 6. The lateral support structure is used to provide lateral support for the floor slab 6, so that the two sides of the floor slab 6 form a constraint boundary.

[0028] In some embodiments, the bottom support structure comprises steel columns 1 and steel beams 2. The two ends of the steel beams 2 are respectively connected to the top of the side walls of the two steel columns 1. The top of the steel beams 2 and the steel columns 1 is provided with the lateral support structure and the floor slab 6.

[0029] Further, the floor slab 6 and the steel beam 2 are connected by a plurality of studs 5, which can effectively transmit shear force to a certain extent and enhance the integrity of the structure.

[0030] In some embodiments, the lateral support structure comprises support members 3 and support connecting members 4. The two sides of the steel beams 2 and the steel columns 1 are symmetrically arranged with the support members 3. A plurality of support members 3 are arranged at intervals along the length direction of the floor slab 6. The adjacent support members 3 are connected by the support connecting members 4, so that the support connecting members 4 are symmetrically arranged along the axis of the steel beam 2. Specifically, three pairs of support members 3 are arranged in the embodiment. The support members 3 are symmetrically arranged on the two sides of the two steel columns 1 and the two sides of the middle part of the steel beam 2. The support members 3 are parallel to each other. The ends of the three pairs of support members 3 are connected to the support connecting members 4.

[0031] Further, the support members 3 are made of I-beams or H-shaped steel. The support members 3 and the steel columns 1, and the support members 3 and the steel beams 2 are welded. The support connecting members 4 are made of angle steel. The support connecting members 4 and the support members 3 are connected by welding or bolting, which ensures the stability of the overall structure. Specifically, stiffeners 7 are arranged between the connecting portions of the support connecting members 4 and the support members 3 to strengthen the structural strength of the connecting portions.

[0032] The support 3 and the support connection 4 form a stable structure to provide reliable constraint for the floor 6, and the support 3 and the support connection 4 can be used as a formwork boundary when the floor 6 is formed. On one hand, the floor 6 is convenient to position and formwork when being poured, and on the other hand, the floor 6 is constrained by the boundaries on both sides during the loading process, so that the floor 6 can be more in line with the actual engineering.

[0033] The above are preferred embodiments of the present application, and are not intended to limit the protection scope of the present application, so that: any equivalent changes made according to the structure, shape, principle of the present application should be covered within the protection scope of the present application.

Claims

1. A steel frame test specimen with a floor slab, characterized in that, include: Floor slab (6); A bottom support structure is provided at the bottom of the floor slab (6) to provide bottom support to the floor slab (6); The lateral support structure is located on top of the bottom support structure. The lateral support structure abuts against the two side walls of the floor slab (6) and is used to provide lateral support to the floor slab (6), so that the two sides of the floor slab (6) form a constraint boundary.

2. The steel frame test specimen with floor slab according to claim 1, characterized in that: The bottom support structure includes steel columns (1) and steel beams (2). The two ends of the steel beams (2) are respectively connected to the top of the side walls of the two steel columns (1). The top of the steel beams (2) and the steel columns (1) are provided with the lateral support structure and the floor slab (6).

3. A steel frame test specimen with a floor slab according to claim 2, characterized in that: The lateral support structure includes support members (3) and support connectors (4). Support members (3) are symmetrically arranged on both sides of the steel beam (2) and the steel column (1). Multiple support members (3) are spaced apart along the length of the floor slab (6). The ends of adjacent support members (3) away from the steel beam (2) are connected by support connectors (4), so that the support connectors (4) are symmetrically arranged along the axis of the steel beam (2).

4. A steel frame test specimen with a floor slab according to claim 3, characterized in that: The support member (3) is made of I-beam or H-beam, and the support connecting member (4) is made of angle steel.

5. A steel frame test specimen with a floor slab according to claim 3, characterized in that: The support connector (4) and the support member (3) are connected by welding or bolting.

6. A steel frame test specimen with a floor slab according to claim 3, characterized in that: A stiffening plate (7) is also provided at the connection between the support connector (4) and the support member (3).

7. A steel frame test specimen with a floor slab according to claim 2, characterized in that: The floor slab (6) is connected to the steel beam (2) by a number of studs (5).

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