Steel-concrete section splicing self-positioning structure of steel-concrete composite beam

Abstract

The application relates to the technical field of bridge construction, in particular to a steel-concrete combined beam steel-concrete section splicing self-positioning structure, which comprises a concrete beam, a plurality of embedded side plates are arranged on the surface of the concrete beam, one end of the embedded side plate is fixedly connected with a vertical mounting bottom plate, the mounting bottom plate is flush with the end surface of the concrete beam, and a positioning piece for guiding a steel beam web is arranged on the mounting bottom plate; beneficial effects are that the one end of the embedded side plate is fixedly connected with the vertical mounting bottom plate, the surface of the mounting bottom plate is rotationally arranged with an L-shaped positioning clamping plate, when the steel beam approaches the concrete beam, the end of the steel beam is clamped into the inner side of the positioning clamping plate, the positioning clamping plate can be rotated to abut one side edge against the inner wall of the steel beam, so that the steel beam is limited, and the dislocation of the steel beam and the concrete beam after splicing is avoided.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of bridge construction, in particular to a steel-mix section splicing self-positioning structure of steel-mix composite beam. BACKGROUND

[0002] The steel-concrete composite beam is a new type of structure developed on the basis of steel structure and concrete structure, which mainly sets a shear connector (pin, channel steel, bent wire, etc.) between the steel beam and the concrete flange plate to resist the lifting and relative sliding of the two at the interface, so that they work together as a whole.

[0003] However, when the existing steel beam is spliced with the concrete beam, the steel beam is in a suspended state, and it is easy to sway under the influence of wind and other external factors, thereby causing misalignment between the steel beam and the concrete beam. SUMMARY

[0004] The purpose of the present application is to provide a steel-mix section splicing self-positioning structure of steel-mix composite beam to solve the problem of misalignment of the steel beam and the concrete beam when spliced under the influence of wind.

[0005] To achieve the above purpose, the present application provides the following technical scheme: a steel-mix section splicing self-positioning structure of steel-mix composite beam, comprising:

[0006] A concrete beam, a plurality of embedded side plates are embedded on the surface of the concrete beam, one end of the embedded side plate is fixedly connected with a vertical installation bottom plate, the installation bottom plate is flush with the end surface of the concrete beam, and a positioning member for guiding the steel beam web is arranged on the installation bottom plate.

[0007] Preferably, the positioning member comprises a positioning clamping plate, the positioning clamping plate is arranged in a right angle structure, and the corner of the positioning clamping plate is rotatably connected with the installation bottom plate, which is used to describe the structure of the positioning member in detail.

[0008] Preferably, the surface of the installation bottom plate is fixedly connected with a limiting baffle, the limiting baffle is located on one side of the positioning clamping plate and is attached thereto, and a matching chamfer is formed at the edge of the limiting baffle to prevent the positioning clamping plate from rotating in the opposite direction.

[0009] Preferably, the limiting baffle is fixedly connected with a connecting boss at both ends, a rubber pad is bonded to the inner side wall of the connecting boss, a plug-in hole is formed on the surface of the connecting boss, and a rotating shaft body is fixedly connected at both ends of the corner of the positioning clamping plate, the rotating shaft body is movably plugged into the plug-in hole, and the positioning clamping plate is rotatably connected with the installation bottom plate.

[0010] Preferably, the positioning member comprises guide plates fixedly connected with the mounting bottom plate, the guide plates are provided with two and are located at two sides of the mounting bottom plate respectively, one end of the guide plate is fixedly connected with the embedded side plate, and the other end of the guide plate is provided with a guide chamfer at a corner, so that another structure of the positioning member can be described.

[0011] Preferably, one end of the guide plate is embedded into the inside of the concrete beam, and the guide chamfer is attached to the inner wall of the steel beam web, so that the stability of the position of the guide plate can be ensured.

[0012] Compared with the prior art, the beneficial effects of the present application are:

[0013] The steel-concrete combined beam steel-concrete section splicing self-positioning structure provided by the present application is fixedly connected with the mounting bottom plate which is perpendicular to the embedded side plate at one end of the embedded side plate, the mounting bottom plate is rotatably installed with the positioning clamping plate which is in the shape of 'L', when the steel beam is close to the concrete beam, the end of the steel beam is clamped into the inside of the positioning clamping plate, and the positioning clamping plate is rotatable to abut one side edge against the inner wall of the steel beam, so that the limiting effect on the steel beam can be achieved, and the dislocation of the steel beam and the concrete beam after splicing can be avoided. BRIEF DESCRIPTION OF DRAWINGS

[0014] Figure 1 It is a whole structure perspective view of the present application;

[0015] Figure 2 It is a whole structure cross-sectional view of the present application;

[0016] Figure 3 It is a positioning clamping plate structure perspective view of the present application;

[0017] Figure 4 It is a limiting baffle structure perspective view of the present application;

[0018] Figure 5 It is a guide plate structure perspective view in the fifth embodiment of the present application.

[0019] In the figure: 1, concrete beam; 2, embedded side plate; 3, positioning clamping plate; 31, rotating shaft body; 4, mounting bottom plate; 5, limiting baffle; 6, connecting boss; 7, plug-in hole; 8, attached chamfer; 10, guide plate; 11, guide chamfer. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical scheme of the present application clear and complete, and the advantages more clear and obvious, the embodiments of the present application are further described in detail below with reference to the drawings. It should be understood that the specific embodiments described herein are part of the embodiments of the present application, rather than all the embodiments, and are used to explain the embodiments of the present application, and do not limit the embodiments of the present application, and all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0021] Embodiment one

[0022] Please refer to Figures 1-5 , the application provides a technical scheme: a steel concrete section splicing self-positioning structure of steel concrete composite beam, the steel concrete section splicing self-positioning structure of steel concrete composite beam comprises:

[0023] The concrete beam 1, specifically, a plurality of embedded side plates 2 are arranged on the surface of the concrete beam 1, one end of the embedded side plate 2 is fixedly connected with the vertical installation bottom plate 4, the installation bottom plate 4 is flush with the end surface of the concrete beam 1, the installation bottom plate 4 is embedded in the end surface of the concrete beam 1, so that the position of the embedded side plate 2 is stable and cannot be easily separated from the surface of the concrete beam 1, the installation bottom plate 4 is provided with a positioning member for guiding the steel beam web, the cross section of the steel beam is the same as the cross section shape of the concrete beam 1, when the steel beam approaches the concrete beam 1, the positioning member can abut against the inner wall of the steel beam web to guide and automatically correct the movement of the steel beam, so that the steel beam and the concrete beam 1 always keep corresponding, and misalignment is avoided.

[0024] Embodiment two

[0025] On the basis of embodiment one, in order to describe the specific structure of the positioning member, the positioning member of the application comprises a positioning clamping plate 3, the positioning clamping plate 3 is arranged in a right angle structure, and the corner of the positioning clamping plate 3 is rotationally connected with the installation bottom plate 4, as shown in Figure 3 When the steel beam approaches the concrete beam 1, the end surface of the steel beam web is first clamped into the inner side of the positioning clamping plate 3, with the steel beam approaching the concrete beam 1, one side of the positioning clamping plate 3 is pressed to rotate, and the other side of the positioning clamping plate 3 is buckled on the inner wall of the steel beam web to guide the movement of the steel beam, so that the steel beam can correspond to the concrete beam 1 after approaching the concrete beam 1.

[0026] Embodiment three

[0027] On the basis of embodiment two, in order to prevent the positioning clamping plate 3 from rotating reversely, the application further has a limiting baffle 5 fixedly connected on the surface of the installation bottom plate 4, the limiting baffle 5 is located on one side of the positioning clamping plate 3 and abuts against it, for preventing the positioning clamping plate 3 from reversely rotating, a matching chamfer 8 is formed at the edge of the limiting baffle 5, for increasing the contact area of the limiting baffle 5 and the positioning clamping plate 3, so as to avoid the contact surface of the positioning clamping plate 3 and the limiting baffle 5 from being bent by extrusion.

[0028] Embodiment four

[0029] In order to rotate the positioning clamping plate 3 and the mounting bottom plate 4, the application also has a connecting boss 6 fixedly connected at both ends of the limiting baffle 5, the inner side wall of the connecting boss 6 is bonded with a rubber pad, the surface of the connecting boss 6 is provided with a plug-in hole 7, both ends of the corner of the positioning clamping plate 3 are fixedly connected with a rotating shaft body 31, the rotating shaft body 31 is movably plugged into the plug-in hole 7, and the connecting boss 6 is combined with the rotating shaft body 31. Figure 4 and Figure 3 It can be known that the positioning clamping plate 3 can only rotate around the rotating shaft body 31, and the rubber pad on the inner wall of the connecting boss 6 can increase the friction force when the positioning clamping plate 3 rotates, so that the position of the positioning clamping plate 3 can be kept stable without external force.

[0030] Embodiment five

[0031] In order to describe another structure of the positioning part, the application comprises a guide plate 10 fixedly connected with the mounting bottom plate 4, the guide plate 10 is provided with two and is located at both sides of the mounting bottom plate 4, one end of the guide plate 10 is fixedly connected with the embedded side plate 2, and the other end of the guide plate 10 is provided with a guide chamfer 11 at the corner. Figure 5 When the steel beam approaches the concrete beam 1, the end surface of the steel beam web is first abutted against the surface of the guide chamfer 11, and since the guide chamfer 11 is obliquely arranged, the guide chamfer 11 can correct the position of the steel beam, so that the steel beam can automatically deviate horizontally when approaching the concrete beam 1 until the steel beam is opposite to the concrete beam 1.

[0032] Embodiment six

[0033] In order to ensure the stability of the position of the guide plate 10, one end of the guide plate 10 is embedded into the inside of the concrete beam 1 in the embodiment five, so that the position of the guide plate 10 is stable and will not move due to the impact force of the steel beam, and the guide chamfer 11 is attached to the inner wall of the steel beam web.

[0034] In actual use, the steel beam is kept in a suspended state by external hoisting equipment, when the steel beam approaches the concrete beam 1 and is not opposite to the concrete beam 1, the positioning part can be clamped on the end surface of the steel beam web, and as the steel beam continues to approach the concrete beam 1, the positioning clamping plate 3 can rotate, the side surface of the positioning clamping plate 3 extrudes the inner wall of the steel beam web and drives the steel beam to horizontally move, so as to automatically correct the position of the steel beam until the steel beam is opposite to the concrete beam 1, and the outer side surface of the steel beam web is flush with the surface of the concrete beam 1, and after the steel beam is attached to the concrete beam 1, the steel beam and the concrete beam 1 are connected and reinforced, so that the steel-concrete section can be spliced together.

[0035] While embodiments of the application have been shown and described, it is to be understood that the embodiments described are merely exemplary of the principles and application of the present application. Numerous modifications and adaptions can be effected without departing from the spirit and scope of the present application, which is not limited to the exact construction and arrangement described. It is intended, therefore, to cover all modifications and adaptions that fall within the scope of the claims and their equivalents.

Claims

1. A self-positioning structure for splicing steel-concrete composite beam segments, characterized in that: The self-positioning structure for splicing steel-concrete composite beam segments includes: A concrete beam (1) has multiple embedded side plates (2) pre-embedded on its surface. One end of each embedded side plate (2) is fixedly connected to an installation base plate (4) perpendicular to it. The installation base plate (4) is flush with the end face of the concrete beam (1). The installation base plate (4) is provided with a positioning component for guiding the web of the steel beam. The positioning component includes a positioning plate (3), which is arranged in a right-angle structure, and the corner of the positioning plate (3) is rotatably connected to the mounting base plate (4); A limiting baffle (5) is fixedly connected to the surface of the mounting base plate (4). The limiting baffle (5) is located on one side of the positioning plate (3) and fits against it. A chamfer (8) is provided at the edge of the limiting baffle (5).

2. The self-positioning structure for splicing steel-concrete composite beam segments according to claim 1, characterized in that: Both ends of the limiting baffle (5) are fixedly connected to connecting bosses (6), the inner sidewall of the connecting bosses (6) is bonded with rubber pads, the surface of the connecting bosses (6) is provided with insertion holes (7), both ends of the positioning plate (3) are fixedly connected to rotating shafts (31), and the rotating shafts (31) are movably inserted into the insertion holes (7).

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