Novel high-rise building coupling beam structure

Abstract

The utility model relates to the technical field of buildings, and discloses a novel high-rise building coupling beam structure which comprises a building coupling beam body and two shear walls, mounting grooves are formed in the opposite sides of the two shear walls, a waterproof layer is wrapped on the surface of the building coupling beam body, and a waterproof layer is arranged on the surface of the waterproof layer. Mounting grooves are formed in the upper end face of the building coupling beam body, the two ends of the waterproof layer are sleeved with the mounting grooves, mounting holes are formed in the two symmetrical sides of the upper end face of the building coupling beam body, rotating shafts are rotationally connected into the mounting holes, and first mounting parts are fixedly connected to the surfaces of the rotating shafts. According to the building coupling beam, it can be guaranteed that connection between the building coupling beam body and the shear wall is convenient and labor-saving through the first installation piece 7 and the second installation piece 7, the stability between the building coupling beam body and the shear wall can be improved through mutual matching between the sawtooth iron expansion screws and the screws, and meanwhile the connection between the building coupling beam body and the shear wall is achieved through up-down installation. And the influence on the stability due to easy transmission when the toothed plate and the gear are mounted and collided is avoided.

Description

TECHNICAL FIELD

[0001] The utility model relates to building technical field especially relates to a novel high -rise building link beam structure. BACKGROUND

[0002] The high-rise building structure link beam of the utility model discloses a link beam bottom fixed with two symmetrical protrusions, the side of two protrusions is provided with a first round hole, the first round hole inner wall is slidably penetrated with a connecting rod, the two sides of the protrusion are provided with two symmetrical triangular support frames, the rotating shaft with gear is installed in the fifth round hole inner wall, then two toothed racks with second sleeve plates are sleeved on the fixed rod, then one of the second sleeve plates is pushed to move inward to make the toothed rack fixed therewith also move inward, and then the first sleeve plate is also driven to move inward through the connecting plate, the toothed rack drives the gear to rotate and then drives the other toothed rack to move inward so that the second sleeve plate fixed with the toothed rack moves inward.

[0003] But the above-mentioned existing high-rise building structure link beam, because the gear and the rack are lack of self-locking function, the device also lacks self-locking structure, which is easy to cause the toothed plate to drive the rack when rotating, thereby affecting the stability between the building link beam body and the shear wall, therefore, a novel high-rise building link beam structure is needed to solve the above problems. UTILITY MODEL CONTENT

[0004] The utility model aims at solving the shortcomings of the prior art that affects the stability between the building link beam body and the shear wall, and provides a novel high-rise building link beam structure.

[0005] To achieve the above object, the utility model provides the following technical scheme:

[0006] A novel high-rise building link beam structure, including building link beam body and shear wall, two shear walls are set up, the opposite side of two shear walls is provided with the installation groove, the surface of building link beam body is wrapped with a waterproof layer, both ends of waterproof layer are sleeved in the installation groove, the symmetric two sides of building link beam body upper end face are provided with the mounting hole, the mounting hole is rotatably connected with the rotating shaft, the surface of rotating shaft is fixedly connected with first mounting piece, second rubber pad is pasted between waterproof layer and shear wall, one side of second rubber pad is fixedly installed with second mounting piece, the sawtooth iron expansion screw is arranged between first mounting piece, second mounting piece and building link beam body.

[0007] Further, the surface of the first mounting piece is fixedly connected with the first rubber pad, and the side, away from the first mounting piece, of the first rubber pad is pasted to the surface of the shear wall and the waterproof layer.

[0008] Further, the surface of the second mounting member is fixedly connected with a support rod;

[0009] Further, the sawtooth iron expansion screw inner wall is provided with a bolt, and the bolt is simultaneously inserted into the shear wall and the building coupling beam body;

[0010] Further, the both ends of the waterproof layer are provided in an inclined shape;

[0011] Further, the shear wall is provided with a threaded hole, and the inner walls of the first mounting member and the second mounting member are provided with through holes;

[0012] The utility model has the advantages of the following beneficial effects:

[0013] 1. In the utility model, the first mounting member and the second mounting member can ensure convenient and labor-saving connection between the building coupling beam body and the shear wall, the mutual cooperation between the sawtooth iron expansion screw and the screw can improve the stability between the building coupling beam body and the shear wall, and through the up-down installation, the transmission of the gear plate and the gear when being impacted is avoided, and the stability is affected.

[0014] 2. In the utility model, the first mounting member, the second mounting member, the building coupling beam body and the shear wall are installed by the first rubber pad and the second rubber pad, have the effect of reducing vibration, and avoid excessive vibration between the building coupling beam body and the shear wall. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 A structural diagram of a novel high-rise building coupling beam structure is provided for the utility model;

[0016] Figure 2 A split structural diagram of a novel high-rise building coupling beam structure is provided for the utility model;

[0017] Figure 3 A structural diagram of a second mounting member of a novel high-rise building coupling beam structure is provided for the utility model;

[0018] Figure 4 A structural diagram of a sawtooth iron expansion screw of a novel high-rise building coupling beam structure is provided for the utility model;

[0019] Figure 5 A structural diagram of a bolt of a novel high-rise building coupling beam structure is provided for the utility model.

[0020] LEGEND:

[0021] 1, shear wall; 2, installation groove; 3, building diaphragm body; 4, waterproof layer; 5, waterproof layer; 6, first rubber pad; 7, first mounting; 8, threaded hole; 9, second mounting; 10, second rubber pad; 11, support rod; 12, bolt; 13, sawtooth iron expansion screw; 14 rotating shaft. DETAILED DESCRIPTION

[0022] 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, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.

[0023] Referring to Figures 1-5 The utility model provides an embodiment: a kind of new high-rise building diaphragm structure, including building diaphragm body 3 and shear wall 1, two shear wall 1 are provided, two shear wall 1 relative side are all set with installation groove 2, the surface of building diaphragm body 3 is wrapped with a waterproof layer 4, the both ends of waterproof layer 4 are all connected in installation groove 2, the upper end surface of building diaphragm body 3 is symmetrically set with installation hole 5 in two sides, rotating shaft 14 is rotatably connected in installation hole 5, first mounting 7 is fixedly connected on the surface of rotating shaft 14, second rubber pad 10 is jointly attached between waterproof layer 4 and shear wall 1, second mounting 9 is fixedly installed on the side of second rubber pad 10, sawtooth iron expansion screw 13 is all inserted between first mounting 7 and second mounting 9 and building diaphragm body 3.

[0024] Installation groove 2 realizes the installation of both ends of building diaphragm body 3, and simultaneously realizes the installation of upper and lower two sides of building diaphragm body 3 by first mounting 7 and second mounting 9, to improve the connection and stability between building diaphragm body 3 and shear wall 1.

[0025] Preferably: the surface of first mounting 7 is fixedly connected with first rubber pad 6, and the side, away from first mounting 7, of first rubber pad 6 is attached to the surface of shear wall 1 and waterproof layer 4.

[0026] Preferably: the surface of second mounting 9 is fixedly connected with support rod 11.

[0027] Support rod 11 improves the support force of second mounting 9 on the lower part of building diaphragm body 3.

[0028] Preferably: bolt 12 is inserted into the inner wall of sawtooth iron expansion screw 13, and bolt 12 is simultaneously inserted into shear wall 1 and building diaphragm body 3 respectively.

[0029] When the bolt 12 is simultaneously inserted into the expansion bolt 12 and the shear wall 1, the stability between the reinforced building diaphragm body 3 and the shear wall 1 is improved.

[0030] Preferably, both ends of the waterproof layer 4 are provided in an inclined shape.

[0031] The waterproof layer 4 has a waterproof effect, which avoids direct rain from wetting the surface of the building diaphragm body 3, thereby avoiding erosion by rain and affecting the service life of the building diaphragm body 3.

[0032] Preferably, the shear wall 1 is provided with a threaded hole 8, and the inner wall of the first mounting member 7 and the second mounting member 9 is provided with a through hole.

[0033] By providing the threaded hole 8, it is convenient for the staff to insert the jagged iron expansion screw 13 and the bolt 12 into the building diaphragm body 3, thereby successfully completing the installation of the building diaphragm body 3.

[0034] Working principle: when installing, the worker inserts the two ends of the building diaphragm body 3 into the corresponding installation slot 2, and after completing, the worker rotates the first mounting member 7 in the direction of the first rubber pad 6, so that one side of the first rubber pad 6 is attached to the surface of the shear wall 1. Since the first rubber pad 6 has a compression shrinkage function, it can realize the rotation of the first mounting member 7 to the shear wall 1 while realizing the insertion of the first rubber pad 6 into the surface of the shear wall 1. At this time, the jagged iron expansion screw 13 is first inserted between the first mounting member 7 and the shear wall 1, and when the jagged iron expansion screw 13 enters the shear wall 1, it will expand like a petal and firmly support the shear wall 1. At this time, the bolt 12 is inserted between the first mounting member 7 and the shear wall 1, thereby improving the stability. The second mounting member 9 is installed by using the above installation process, and the second mounting member 9 is provided with a support rod 11, which can further improve the stability of the expansion bolt 12 in the shear wall 1. When the building diaphragm body 3 is inserted into the shear wall 1, the above and below installation is combined, the stability is improved, and the first rubber pad 6 and the second rubber pad 10 have a damping effect.

[0035] Finally, it should be noted that the above description is only a preferred embodiment of the present application and is not intended to limit the present application. Although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent replacements to some technical features. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. A new type of high-rise building coupling beam structure, comprising a building coupling beam body (3) and a shear wall (1), characterized in that: The shear wall (1) is provided with two, two of the shear wall (1) relative to one side are provided with mounting groove (2), the surface of the building diaphragm body (3) is wrapped with a waterproof layer (4), both ends of the waterproof layer (4) are sleeved in the mounting groove (2), the building diaphragm body (3) upper end surface symmetry both sides are provided with mounting hole (5), the mounting hole (5) is rotatably connected with rotating shaft (14), the surface of the rotating shaft (14) is fixedly connected with first mounting piece (7), the waterproof layer (4) and shear wall (1) are jointly attached with second rubber pad (10), one side of the second rubber pad (10) is fixedly installed with second mounting piece (9), the first mounting piece (7) and second mounting piece (9) and building diaphragm body (3) are all inserted into sawtooth iron expansion screw (13).

2. A new type of high-rise building coupling beam structure according to claim 1, characterized in that: The surface of the first mounting piece (7) is fixedly connected with the first rubber pad (6), and the side, away from the first mounting piece (7), of the first rubber pad (6) is attached to the surface of the shear wall (1) and the waterproof layer (4).

3. The novel structure of the coupling beam of high-rise building according to claim 1, characterized in that: The surface of the second mounting piece (9) is fixedly connected with the support rod (11).

4. The novel structure of the coupling beam of high-rise building according to claim 1, characterized in that: The screw (12) is inserted into the sawtooth iron expansion screw (13) inner wall, and the screw (12) is simultaneously inserted into the shear wall (1) and the building diaphragm body (3).

5. The novel structure of the coupling beam of high-rise building according to claim 1, characterized in that: Both ends of the waterproof layer (4) are provided with an inclined shape.

6. The novel structure of the coupling beam of high-rise building according to claim 1, characterized in that: The shear wall (1) is provided with a threaded hole (8), and the inner walls of the first mounting piece (7) and the second mounting piece (9) are provided with through holes.

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