High-strength anti-seismic wall structure

Abstract

The utility model relates to the field of anti-seismic walls, in particular to a high-strength anti-seismic wall structure which comprises a building wall, a first grouting hole, a second grouting hole and an air hole are formed in the building wall, the first grouting hole and the second grouting hole are used for pouring, the air hole is used for exhausting air in the pouring process, and a plurality of steel bars are connected to the two sides of the building wall. One end of each steel bar can be inserted into the steel structure column and is in pouring connection with the steel structure column, and a steel frame connecting piece is arranged on the building wall body; according to the utility model, the action force of shaking on the building wall body can be reduced by cooperating with the buffer ball to swing back and forth, and the building wall body and the steel frame connecting piece can keep better stability during vibration through the connection traction effect of the steel frame connecting piece; by means of the bolt installation mode, the installation efficiency of workers can be improved, the later pouring work can be smoothly carried out, and after pouring, the building wall and the reinforcing steel bars can have high stability.

Description

Technical Field

[0001] The utility model relates to the field of earthquake-resistant walls, in particular to a high-strength earthquake-resistant wall structure. Background Art

[0002] Building seismic resistance refers to the engineering measures implemented to mitigate earthquake damage. The fundamental purpose of seismic fortification is to design and implement seismic-resistant measures for buildings during construction, within certain economic constraints. This minimizes and mitigates earthquake damage to structures, preventing casualties and minimizing economic losses. During building design and construction, a series of measures should be implemented to enhance a building's seismic resistance.

[0003] Most of the existing walls are built with aerated blocks or red bricks, without internal earthquake-resistant reinforcements. The seismic resistance level is low. When vibrating, the walls have no ability to resist the swings caused by the vibrations. In the worst case, cracks will appear in the walls and the waterproof layer will be damaged. In the worst case, there is a risk of wall collapse.

[0004] Therefore, it is necessary to invent a high-strength earthquake-resistant wall structure to solve the above problems. Utility Model Content

[0005] The purpose of this utility model is to provide a high-strength earthquake-resistant wall structure, which can reduce the force of shaking on the building wall by cooperating with the buffer ball to swing back and forth inside. Through the connecting traction effect of the steel frame connecting piece, the building wall and the steel frame connecting piece can maintain good stability during vibration, so as to solve the problem in the prior art that the existing wall has weak earthquake resistance and is prone to cracking and collapse.

[0006] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: a high-strength earthquake-resistant wall structure, including a building wall, the building wall is provided with a first grouting hole and a second grouting hole for pouring and an air hole for exhausting during the pouring process, multiple steel bars are connected on both sides of the building wall, one end of the multiple steel bars can be inserted into the steel structure column and poured connected thereto, a steel frame connector is provided on the building wall, the steel frame connector is installed and connected to the steel structure column and the steel structure beam by bolts; the steel frame connector includes a stabilizing component and a buffer ball, the stabilizing component is provided in plurality, and the multiple stabilizing components are connected in an array at the four corners of the building wall, one side of the stabilizing component is connected to a connecting spring, the other end of the connecting spring is connected to a secondary metal ball, one side of the secondary metal ball is connected to a connecting rod, and one end of the multiple connecting rods is slidably connected to the buffer ball.

[0007] Preferably, the stabilization assembly includes a triangular steel, a mounting plate, a reinforcing rod and an extension steel, the extension steel is connected to one side of the triangular steel, one side of the extension steel is connected to the building wall, the mounting plate is connected to the other side of the triangular steel, the triangular steel is installed with the steel structure column and the steel structure beam through the bolts on the mounting plate, and there are multiple reinforcing rods, one end of each of the multiple reinforcing rods is connected to the side wall of the triangular steel, and the other end of each of the reinforcing rods is inserted into the building wall and connected to the building wall by pouring.

[0008] Preferably, the cross-sections of the reinforcing rod and the mounting plate are both L-shaped.

[0009] Preferably, the buffer ball is provided with an arc-shaped groove cooperating with the connecting rod, and one end of the connecting rod is provided with a slider, and the slider is slidably connected in the arc-shaped groove.

[0010] Preferably, the four corners of the building wall are provided with plug interfaces and plug holes, the extension steel is located in the plug interfaces, a plurality of the plug holes are provided, and one end of a plurality of the reinforcing rods are plugged into adjacent plug holes.

[0011] Preferably, a plurality of weight-reducing circular holes arranged in an array are provided on the top of the building wall.

[0012] In the above technical solution, the technical effects and advantages provided by the utility model are:

[0013] 1. By coordinating with the buffer ball to swing back and forth, the force exerted by the shaking on the building wall can be reduced. Through the connecting traction of the steel frame connector, the building wall and the steel frame connector can maintain good stability during vibration;

[0014] 2. The installation method of bolts can improve the efficiency of personnel during installation, facilitate the smooth progress of subsequent pouring work, and after pouring, the building walls and steel bars can have higher stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. Obviously, the drawings described below are only some embodiments described in the present invention. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.

[0016] Figure 1 This is a schematic diagram of the main structure of the utility model;

[0017] Figure 2 This is a schematic diagram of the structure of the steel frame connector of the present utility model;

[0018] Figure 3This is a schematic diagram of the building wall structure of the utility model;

[0019] Figure 4 This is a schematic diagram of the structure of the stabilizing component of the present utility model.

[0020] Description of reference numerals:

[0021] 1. Building wall; 11. Air hole; 12. First grouting hole; 13. Second grouting hole; 14. Plug port; 15. Plug hole; 16. Weight-reducing circular hole; 2. Rebar; 3. Steel frame connector; 31. Stabilizing component; 311. Triangular steel; 312. Mounting plate; 313. Reinforcement rod; 314. Extension steel; 32. Connecting spring; 33. Auxiliary metal ball; 34. Connecting rod; 35. Buffer ball. DETAILED DESCRIPTION

[0022] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings.

[0023] The utility model provides Figure 1-4 A high-strength earthquake-resistant wall structure shown in FIG. 1 includes a building wall 1, which is provided with a first grouting hole 12 and a second grouting hole 13 for pouring and an air hole 11 for exhausting during the pouring process. A plurality of weight-reducing circular holes 16 arranged in an array are provided on the top of the building wall 1, and a plug interface 14 and a plug hole 15 are provided on the four corners of the building wall 1. The extension steel 314 is located in the plug interface 14, and there are a plurality of plug holes 15. One end of each of the plurality of reinforcing rods 313 is plugged into the adjacent plug holes 15. A plurality of steel bars 2 are connected to both sides of the building wall 1, and one end of each of the plurality of steel bars 2 can be plugged into the steel structure column and cast connected thereto. A steel frame connector 3 is provided on the building wall 1, and the steel frame connector 3 is installed and connected to the steel structure column and the steel structure beam by bolts; the steel frame connector 3 includes a stabilizing component 31 and a buffer ball 35, and the stabilizing component 31 is provided with a plurality of The fixed components 31 are connected in an array at the four corners of the building wall 1. One side of the stabilizing components 31 is connected to a connecting spring 32. The other end of the connecting spring 32 is connected to a secondary metal ball 33. One side of the secondary metal ball 33 is connected to a connecting rod 34. One end of multiple connecting rods 34 are slidably connected to the buffer ball 35. The buffer ball 35 is provided with an arc groove that cooperates with the connecting rod 34. One end of the connecting rod 34 is provided with a slider, which is slidably connected in the arc groove. The casting operation can be carried out on the front side of the building wall 1 through the casting hole. The bolts on the steel frame connector 3 can improve the preliminary connection and installation between the building wall 1 and the building beams and columns, reducing the difficulty of casting. The buffer ball 35 swings in the building wall 1 to offset the shaking caused by vibration and reduce the shaking amplitude of the wall. The sound insulation cotton arranged inside can effectively improve the premise sound insulation effect.

[0024] The stabilizing assembly 31 includes a triangular steel 311, a mounting plate 312, a reinforcing rod 313 and an extension steel 314. The extension steel 314 is connected to one side of the triangular steel 311, one side of the extension steel 314 is connected to the building wall 1, and the mounting plate 312 is connected to the other side of the triangular steel 311. The triangular steel 311 is installed with the steel structure column and the steel structure beam through the bolts on the mounting plate 312. There are multiple reinforcing rods 313, one end of each of the multiple reinforcing rods 313 is connected to the side wall of the triangular steel 311, and the other end of the reinforcing rods 313 is inserted into the building wall 1 and connected to the building wall 1 by casting. The cross-sections of the reinforcing rods 313 and the mounting plate 312 are both L-shaped. Multiple stabilizing assemblies 31 are connected to the building wall 1 by casting between the reinforcing rods 313, so that the integrity of the building wall 1 and the steel frame connector 3 is improved.

[0025] This utility works as follows:

[0026] The building wall 1 is provided with a three-layer structure, the first layer is located at the front side, and is a pouring layer, which can be formed on the front side of the building wall 1 by pouring through the first grouting holes 12 and the second grouting holes 13;

[0027] The second layer is located at the back of the building wall 1 and is mainly made of sound insulation surface and brick masonry;

[0028] The third middle layer is hollowed out to ensure that the buffer ball 35 can swing within a certain range in the hollow layer, thereby alleviating the swing force generated by vibration.

[0029] In the first step, the steel bars 2 are inserted into the holes on the building steel structure columns. The personnel pour cement mortar into the steel structure columns to connect the building wall 1 and the columns. The cross section of the mounting plate 312 is L-shaped, and the mounting plate 312 at the top is installed with the steel structure beam by bolts. The bolt installation method can improve the efficiency of the personnel during installation and facilitate the smooth progress of the subsequent pouring work.

[0030] In the second step, personnel perform pouring operations on the building wall 1 through the first grouting hole 12 and the second grouting hole 13. The pouring layer is located on the front side of the building wall 1. After the pouring is completed, personnel insert plugs into the first grouting hole 12 and the second grouting hole 13 and wait for the poured mortar to solidify.

[0031] Finally, when the wall shakes, the tension of the connecting spring 32 generates traction between the various stabilizing components 31. When vibration occurs, the buffer ball 35 swings back and forth inside to reduce the force of the shaking on the building wall 1. Through the connecting traction effect of the steel frame connector 3, the building wall 1 and the steel frame connector 3 can maintain good stability during vibration.

[0032] The above description is merely illustrative of certain exemplary embodiments of the present invention. It goes without saying that those skilled in the art will be able to modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and description are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A high-strength earthquake-resistant wall structure, comprising a building wall (1), characterized in that: The building wall (1) is provided with a first grouting hole (12) and a second grouting hole (13) for pouring and an air hole (11) for exhausting gas during the pouring process. A plurality of steel bars (2) are connected to both sides of the building wall (1). One end of the plurality of steel bars (2) can be inserted into a steel structure column and poured therewith. A steel frame connector (3) is provided on the building wall (1). The steel frame connector (3) is installed and connected to the steel structure column and the steel structure beam by bolts. The steel frame connector (3) includes The invention comprises a stabilizing component (31) and a buffer ball (35), wherein the stabilizing component (31) is provided with a plurality of stabilizing components (31), and the plurality of stabilizing components (31) are connected to the four corners of the building wall (1) in an array shape, one side of each stabilizing component (31) is connected to a connecting spring (32), the other end of each connecting spring (32) is connected to a secondary metal ball (33), one side of each secondary metal ball (33) is connected to a connecting rod (34), and one end of each of the plurality of connecting rods (34) is slidably connected to the buffer ball (35).

2. A high-strength earthquake-resistant wall structure according to claim 1, characterized in that: The stabilizing assembly (31) comprises a triangular steel (311), a mounting plate (312), a reinforcing rod (313) and an extension steel (314). The extension steel (314) is connected to one side of the triangular steel (311), one side of the extension steel (314) is connected to the building wall (1), the mounting plate (312) is connected to the other side of the triangular steel (311), the triangular steel (311) is mounted on the steel structure column and the steel structure beam via bolts on the mounting plate (312), a plurality of reinforcing rods (313) are provided, one end of each of the plurality of reinforcing rods (313) is connected to the side wall of the triangular steel (311), and the other end of each of the reinforcing rods (313) is inserted into the building wall (1) and connected to the building wall (1) by casting.

3. A high-strength earthquake-resistant wall structure according to claim 2, characterized in that: The cross sections of the reinforcing rod (313) and the mounting plate (312) are both L-shaped.

4. The high-strength earthquake-resistant wall structure according to claim 1, characterized in that: The buffer ball (35) is provided with an arc groove matched with the connecting rod (34); one end of the connecting rod (34) is provided with a slider, and the slider is slidably connected in the arc groove.

5. The high-strength earthquake-resistant wall structure according to claim 2, characterized in that: The four corners of the building wall (1) are provided with plug-in interfaces (14) and plug-in holes (15); the extension steel (314) is located in the plug-in interfaces (14); a plurality of the plug-in holes (15) are provided; and one end of each of the plurality of reinforcing rods (313) is plugged into an adjacent plug-in hole (15).

6. The high-strength earthquake-resistant wall structure according to claim 1, characterized in that: The top of the building wall (1) is provided with a plurality of weight-reducing circular holes (16) arranged in an array.

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