阅读说明：本技术 一种墙体骨架 (Wall skeleton ) 是由 刘宇清 杨秀红 宫大壮 尹稷华 易艳丽 张立智 朱强强 于 2021-07-23 设计创作，主要内容包括：本发明涉及一种墙体骨架,包括,第一墙体骨架。第一墙体骨架包括W型骨架组和与W型骨架组连接的框架。W型骨架与框架固定连接,框架包括第一导轨、第二导轨、第一立柱和第二立柱。第一导轨、第一立柱、第二导轨和第二立柱依次固定连接,形成框架。W型骨架组包括至少一个W型骨架,至少一个W型骨架包括第一斜撑支架,第二斜撑支架和第一支撑架；第一斜撑支架的第一端与框架固定连接,第二斜撑支架的第一端与框架固定连接。第一支撑架的第一端与框架固定,第一斜撑支架的第二端、第二斜撑支架的第二端和第一支撑架的第二端固定连接,并与框架连接。本发明通过对结构改进大幅度提高了墙体的水平承载能力及抗侧能力。(The invention relates to a wall skeleton, which comprises a first wall skeleton. The first wall skeleton comprises a W-shaped skeleton group and a frame connected with the W-shaped skeleton group. W type skeleton and frame fixed connection, the frame includes first guide rail, second guide rail, first stand and second stand. The first guide rail, the first upright post, the second guide rail and the second upright post are fixedly connected in sequence to form a frame. The W-shaped framework group comprises at least one W-shaped framework, and the at least one W-shaped framework comprises a first inclined support bracket, a second inclined support bracket and a first support frame; the first end and the frame fixed connection of first bracing support, the first end and the frame fixed connection of second bracing support. The first end of the first support frame is fixed with the frame, and the second end of the first inclined support frame, the second end of the second inclined support frame and the second end of the first support frame are fixedly connected and connected with the frame. The invention greatly improves the horizontal bearing capacity and the lateral resistance of the wall body by improving the structure.)

1. A wall framework, comprising: a first wall skeleton;

the first wall skeleton comprises a W-shaped skeleton group (2) and a frame (1) connected with the W-shaped skeleton group (2);

the W-shaped framework group (2) is fixedly connected with the framework (1);

the frame 1 comprises a first guide rail (11), a second guide rail (12), a first upright post (13) and a second upright post (14); the first guide rail (11), the first upright post (13), the second guide rail (12) and the second upright post (14) are fixedly connected in sequence to form the frame (1);

the W-shaped framework group (2) comprises at least one W-shaped framework (2), and the at least one W-shaped framework (2) comprises a first inclined support bracket (21), a second inclined support bracket (22) and a first support bracket (23); the first end of the first inclined strut bracket (21) is fixedly connected with the frame (1), and the first end of the second inclined strut bracket (22) is fixedly connected with the frame (1); the first end of the first support frame (21) is fixed with the frame (1);

the second end of the first inclined support bracket (21), the second end of the second inclined support bracket (22) and the second end of the first support bracket (23) are fixedly connected and connected with the frame (1).

2. The wall skeleton of claim 1, wherein, when the at least one W-shaped skeleton (2) is two; the W-shaped framework (2) comprises a first W-shaped framework (211) and a second W-shaped framework (212), and the first W-shaped framework (211) and the second W-shaped framework (212) are identical in structure and are vertically arranged;

the first W-shaped framework (211) and the second W-shaped framework (212) are fixedly connected through a first connecting column (3), wherein the first W-shaped framework (211) and the second W-shaped framework (212) are axially symmetrical to the first connecting column (3); the first connecting column (3) is fixedly connected with the frame (1).

3. The wall skeleton of claim 2, characterized in that, when the number of the W-shaped skeletons (2) is four, the W-shaped skeletons further comprise a third W-shaped skeleton (213) and a fourth W-shaped skeleton (214);

the third W-shaped framework (213) and the fourth W-shaped framework (214) are vertically arranged, wherein the third W-shaped framework (213) and the fourth W-shaped framework (214) are axially symmetrical with the first connecting column (3); the third W-shaped framework (213) is fixedly connected with the first W-shaped framework (211) through a second connecting column (4); the fourth W-shaped framework (214) is fixedly connected with the second W-shaped framework (212) through the second connecting column (4);

the second connecting column (4) is fixedly connected with the frame (1).

4. A wall framework according to claim 3, wherein the first end of the first bracing bracket (21) of the first W-shaped framework (211) is fixedly connected with the frame (1) by a first gusset plate (51); the first end of a first inclined strut bracket (21) of the second W-shaped framework (212) is fixedly connected with the frame (1) through a second gusset plate (52); the first end of a second inclined strut support (22) of the third W-shaped framework (213) is fixedly connected with the frame (1) through a third gusset plate (53); the first end of a second inclined strut support (22) of the fourth W-shaped framework (214) is fixedly connected with the frame (1) through a fourth gusset plate (54);

the first end of a second inclined support bracket (22) of the first W-shaped framework (211), the first end of a first inclined support bracket (21) of the third W-shaped framework (213) and the first end of the second connecting column (4) are fixedly connected with the first guide rail (11) through a fifth gusset plate (55);

the first end of a second inclined strut bracket (22) of the second W-shaped framework (212), the first end of a first inclined strut bracket (21) of the fourth W-shaped framework (214) and the second end of the second connecting column (4) are fixedly connected with the second guide rail (12) through a sixth gusset plate (56);

the second end of the first inclined strut bracket (21) of the first W-shaped framework (211), the second end of the second inclined strut bracket (22) of the first W-shaped framework (211), the second end of the first inclined strut bracket (21) of the second W-shaped framework (212) and the second end of the second inclined strut bracket (22) of the second W-shaped framework (212) are fixedly connected with the first connecting column (3) through a seventh node plate (57);

the second end of first bracing support (21) of third W type skeleton (213), the second end of second bracing support (22) of third W type skeleton (213), the second end of first bracing support (21) of fourth W type skeleton (214), the second end of second bracing support (22) of fourth W type skeleton (214) pass through eighth gusset plate (58) with first connecting column (3) fixed connection.

5. The wall framework of any one of claims 1 to 6, further comprising an X-shaped framework (6), wherein four ends of the X-shaped framework (6) are fixedly connected with the frame (1) through the first gusset plate (51), the second gusset plate (52), the third gusset plate (53) and the fourth gusset plate (54), respectively.

6. The wall framework of claim 5, wherein the included angle between the first inclined strut support (21) and the second inclined strut support (22) is 50-90 degrees; the included angles between the first inclined strut bracket (21), the second inclined strut bracket (22) and the first upright post (23) are 20-60 degrees;

the included angle of the X-shaped framework (6) is 90-120 degrees.

7. The wall skeleton of claim 5, wherein the first inclined strut support (21), the second inclined strut support (22), the first connecting column (3) and the second connecting column (4) are single-limb or multi-limb C-shaped steel with the thickness of 1-2 mm;

the thickness of the X-shaped framework (6) is 1-3 mm, and the width of the X-shaped framework is 30-70 mm;

the thicknesses of the gusset plate (5) and the frame (1) are 1-3 mm;

the first guide rail (11) and the second guide rail (12) on the frame (1) are made of U-shaped steel;

the first upright post (13) and the second upright post (14) of the frame (1) are formed by two C-shaped steel and one U-shaped steel in an encircling manner.

8. A wall comprising the wall skeleton of claim 1.

9. The wall of claim 8, wherein the wall comprises a first wall surface comprising gypsum board or calcium silicate board and/or a second wall surface comprising gypsum board.

10. The wall body as claimed in claim 9, wherein the four corners of the wall body are provided with anti-pulling members (7) and fixedly connected with the corresponding beam bodies through the anti-pulling members (7).

Technical Field

The invention relates to the technical field of building materials, in particular to a wall framework.

Background

In the building industry, a cold-formed thin-walled steel structure system is a low-layer light steel structure system developed from a wood keel structure, has a history of nearly 40 years to date, and has the advantages of energy conservation, land and material conservation, light structural dead weight, short construction period, contribution to housing industrialization and the like, so that the cold-formed thin-walled steel structure system is generally applied. At present, the horizontal force of wall body is mainly provided by light gauge steel skeleton and structural slab combined action, and the resistance of wall body horizontal force design value need wall body skeleton and structural slab combined action in according to industry standard, and wall body stand, horizontal fossil fragments, rag bolt, structural slab etc. all require according to the standard, have certain setting principle, for example: a wall framework consisting of vertical steel ribs and transverse steel ribs is arranged. Therefore, the existing wall structure form has small lateral resistance, the lateral resistance which can be provided for the whole house is limited, especially in some house types with complex modeling and more windows, the whole house has small lateral resistance, the requirement of the house on the horizontal resistance can not be met mostly, and the application of the house of the system has large degree of restriction.

Disclosure of Invention

In order to solve the technical problems, the invention provides the wall framework, which can greatly improve the horizontal bearing capacity of the wall and achieve the effect of rapidness and convenience in construction.

According to one aspect of the present invention, there is provided a wall skeleton comprising: a first wall skeleton;

the first wall framework comprises a W-shaped framework group and a framework connected with the W-shaped framework;

the W-shaped framework group is fixedly connected with the framework;

the frame comprises a first guide rail, a second guide rail, a first upright post and a second upright post; the first guide rail, the first upright post, the second guide rail and the second upright post are fixedly connected in sequence to form the frame; the W-shaped framework group comprises at least one W-shaped framework, and the at least one W-shaped framework comprises a first inclined support bracket, a second inclined support bracket and a first support bracket; the first end of the first inclined strut bracket is fixedly connected with the frame, and the first end of the second inclined strut bracket is fixedly connected with the frame; the first end of the first support frame is fixed with the frame; the second end of the first inclined support bracket, the second end of the second inclined support bracket and the second end of the first support bracket are fixedly connected and connected with the frame.

Wherein, when the at least one W-shaped skeleton is two; the W-shaped framework comprises a first W-shaped framework and a second W-shaped framework, and the first W-shaped framework and the second W-shaped framework are identical in structure and are vertically arranged; the first W-shaped framework and the second W-shaped framework are fixedly connected through a first connecting column, wherein the first W-shaped framework and the second W-shaped framework are axially symmetrical to the first connecting column; the first connecting column is fixedly connected with the frame.

When the number of the W-shaped frameworks is four, the W-shaped frameworks further comprise a third W-shaped framework and a fourth W-shaped framework; the third W-shaped framework and the fourth W-shaped framework are vertically arranged, wherein the third W-shaped framework and the fourth W-shaped framework are axially symmetrical to the first connecting column; the third W-shaped framework is fixedly connected with the first W-shaped framework through a second connecting column; the fourth W-shaped framework is fixedly connected with the second W-shaped framework through the second connecting column; the second connecting column is fixedly connected with the frame.

The first end of a first inclined strut support of the first W-shaped framework is fixedly connected with the framework through a first gusset plate; the first end of the first inclined strut support of the second W-shaped framework is fixedly connected with the framework through a second gusset plate; the first end of a second inclined strut support of the third W-shaped framework is fixedly connected with the framework through a third gusset plate; a first end of a second inclined strut support of the fourth W-shaped framework is fixedly connected with the framework through a fourth gusset plate; the first end of the second inclined strut bracket of the first W-shaped framework, the first end of the first inclined strut bracket of the third W-shaped framework and the first end of the second connecting column are fixedly connected with the first guide rail through a fifth gusset plate; the first end of a second inclined strut bracket of the second W-shaped framework, the first end of a first inclined strut bracket of the fourth W-shaped framework and the second end of the second connecting column are fixedly connected with the second guide rail through sixth node plates; the second end of the first inclined strut support of the first W-shaped framework, the second end of the second inclined strut support of the first W-shaped framework, the second end of the first inclined strut support of the second W-shaped framework and the second end of the second inclined strut support of the second W-shaped framework are fixedly connected with the first connecting column through a seventh gusset plate; the second end of the first bracing support of third W type skeleton the second end of the second bracing support of third W type skeleton the second end of the first bracing support of fourth W type skeleton the second end of the second bracing support of fourth W type skeleton pass through eighth gusset plate with first connecting column fixed connection.

The X-shaped framework is characterized by further comprising an X-shaped framework, and four ends of the X-shaped framework are respectively connected with the first node, the second node plate, the third node plate and the fourth node plate in a fixed connection mode.

Wherein an included angle between the first inclined strut bracket and the second inclined strut bracket is 50-90 degrees; the included angle between the first inclined strut bracket, the second inclined strut bracket and the first upright post is 20-60 degrees; the included angle of the X-shaped framework is 90-120 degrees.

The first inclined strut bracket, the second inclined strut bracket, the first connecting column and the second connecting column are single-limb or multi-limb C-shaped steel with the thickness of 1-2 mm; the thickness of the X-shaped framework is 1-3 mm, and the width of the X-shaped framework is 30-70 mm; the thicknesses of the gusset plate and the frame are 1 mm-3 mm; the first guide rail and the second guide rail on the frame are made of U-shaped steel; the first stand and the second stand of the frame are formed by two C-shaped steels and one U-shaped steel in an encircling manner.

The wall comprises the wall framework.

The wall body comprises a first wall surface and/or a second wall surface, the first wall surface comprises gypsum boards or calcium silicate boards, and the second wall surface comprises gypsum boards.

And anti-pulling pieces are arranged at four corners of the wall body and are fixedly connected with the corresponding beam bodies through the anti-pulling pieces.

The wall framework has the advantages that:

according to the invention, the structure of the traditional wall framework is improved, so that the anti-seismic and wind-resistant capabilities of the wall framework are greatly improved, and the building based on the wall framework can meet the building requirements of complex body types through the structural measures arranged on the wall framework. And the wall framework is more convenient and fast in the construction process compared with the prior art.

Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention, the objectives and other advantages of the application being realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the invention and together with the description, serve to explain the principles of the invention. In the drawings, like reference numerals are used to identify like elements. The drawings in the following description are directed to some, but not all embodiments of the invention. For a person skilled in the art, other figures can be derived from these figures without inventive effort.

Fig. 1 is a schematic structural view of a wall skeleton according to the present invention.

Reference numerals:

1. a frame; 11. a first guide rail; 12. a second guide rail; 13. a first upright post; 14. a second upright post;

2. a W-shaped framework; 211. a first W-shaped framework; 212. a second W-shaped framework; 213. a third W-shaped framework; 214. a fourth W-shaped framework; 21. a first sprag bracket; 22. a second sprag bracket; 23. a first support frame;

3. a first connecting column;

4. a second connecting column;

5. a gusset plate; 51. a first gusset plate; 52. a second gusset plate; 53. a third node board; 54. a fourth gusset plate; 55. a fifth gusset plate; 56. a sixth gusset plate; 57. a seventh gusset plate; 58. an eighth gusset plate;

6. an X-type framework;

7. and (4) an anti-pulling piece.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention. It should be noted that, in the embodiments and examples of the present application, the feature vectors may be arbitrarily combined with each other without conflict.

The invention provides a wall framework, which not only improves the horizontal bearing capacity of the traditional wall framework, but also improves the construction efficiency.

The wall framework provided by the invention is explained in detail below with reference to the accompanying drawings.

In an embodiment as shown in fig. 1, there is provided a wall skeleton comprising: a first wall framework 2. First wall skeleton 2 includes W type skeleton group 2 and the frame 1 of being connected with W type skeleton 2, W type skeleton group 2 and frame 1 fixed connection, and frame 1 includes first guide rail 11, second guide rail 12, first stand 13 and second stand 14, and first guide rail 11, first stand 13, second guide rail 12 and second stand 14 are fixed connection in proper order. The W-shaped framework group 2 comprises at least one W-shaped framework 2, the at least one W-shaped framework 2 comprises a first inclined support bracket 21, a second inclined support bracket 22 and a first support bracket 23, the first end of the first inclined support bracket 21 is fixedly connected with the framework 1, and the first end of the second inclined support bracket 22 is fixedly connected with the framework 1; the first end of the first support frame 23 is fixed with the frame 1, and the second end of the first inclined support frame 21, the second end of the second inclined support frame 22 and the second end of the first support frame 23 are fixedly connected and connected with the frame 1. The problem that the traditional wall framework is poor in leveling resistance is solved by the structure.

In one embodiment, the wall skeleton is tested, deformation values of the wall skeleton under the structure at all parts are tested, and the net shear deformation value of the combined wall is converted by using the relation between the deformation values. Firstly, measuring the displacement values of the top and the bottom of the wall framework, measuring the displacement value of the bottom in the vertical direction and the displacement value of the ground in the vertical direction, and finally, measuring the displacement value of the outer side of the wall. And calculating the optimal setting position and setting angle of the wall framework according to the test result.

In the embodiment shown in fig. 1, when there are two at least one W-shaped frame; w type skeleton 2 includes first W type skeleton 211 and second W type skeleton 212, and first W type skeleton 211 is the same with second W type skeleton 212 structure, and vertical the arranging, and first W type skeleton 211 and second W type skeleton 212 are through first connecting post 3 fixed connection, and wherein first W type skeleton 211 and second W type skeleton 212 and 3 axisymmetrics of first connecting post, first connecting post 3 and frame 1 fixed connection.

The first W-shaped frame 211 is rotated 180 degrees around the first connecting column 3 to reach the position of the second W-shaped frame 212. Compared with the traditional wall skeleton structure only provided with stand columns, the wall skeleton of the combined structure is additionally provided with the inclined support, so that the transverse impedance can be effectively increased, and the wall is protected from deformation and bending.

In the embodiment shown in fig. 1, when the number of W-shaped frames is four, the W-shaped frame 2 further includes a third W-shaped frame 213 and a fourth W-shaped frame 214. Third W type skeleton 213 and the vertical setting of fourth W type skeleton 214, wherein third W type skeleton 213 and fourth W type skeleton 214 and 3 axisymmetrics of first spliced pole, third W type skeleton 213 passes through second spliced pole 4 and first W type skeleton 211 fixed connection, and fourth W type skeleton 214 passes through second spliced pole 4 and the fixed 212 fixed connection of two W type skeletons, and the second is connected, 4 and frame 1 fixed connection.

The four W-shaped frameworks disperse the bearing capacity of the wall body, increase the inclined struts in the wall body and the support in the longitudinal and transverse directions, disperse the force concentrated on the wall body to the W-shaped frameworks, and greatly increase the bearing capacity of the wall body to the lateral force.

In one embodiment, the second connecting column can be directly connected to the frame, can be directly connected to the two uprights without a node plate, or can be connected to the two uprights through the connecting column. For example, a connecting stub is used to fix on two upright posts, and the second connecting stub is connected with the connecting stub. Wherein, the connection mode can be selected from bolt connection, screw connection and the like. The mode is utilized to fix the second upright column, which is not only beneficial to the connection of a plurality of W-shaped frameworks, but also enables the framework structure of the wall body to be more stable and convenient.

In the embodiment shown in fig. 1, the first end of the first inclined strut support 21 of the first W-shaped framework 211 is fixedly connected to the frame 1 through the first node plate 51, the first end of the first inclined strut support 21 of the second W-shaped framework 212 is fixedly connected to the frame 1 through the second node plate 52, the first end of the second inclined strut support 22 of the third W-shaped framework 213 is fixedly connected to the frame 1 through the third node plate 53, and the first end of the second inclined strut support 22 of the fourth W-shaped framework 214 is fixedly connected to the frame 1 through the fourth node plate 54. The first end of the second sprag support 22 of the first W-shaped framework 211, the first end of the first sprag support 21 of the third W-shaped framework 213, and the first end of the second connection column 4 are fixedly connected to the first guide rail 11 through the fifth gusset plate 55, the first end of the second sprag support 22 of the second W-shaped framework 212, the first end of the first sprag support 21 of the fourth W-shaped framework 214, and the second end of the second connection column 4 are fixedly connected to the second guide rail 12 through the sixth gusset plate 56, the first W-shaped framework, the second end of the first sprag support 21 of the second W-shaped framework 211, the second end of the second sprag support 22 of the first W-shaped framework 211, the second end of the first sprag support 21 of the second W-shaped framework 212, and the second end of the second sprag support 22 of the second W-shaped framework 212 are fixedly connected to the first connection column 3 through the seventh gusset plate 57, the second end of the first sprag support 21 of the third W-shaped framework 213, and the second end of the second sprag support 22 of the third W-shaped framework 213 are fixedly connected to the first connection column 3, The second end of the first inclined strut support 21 of the fourth W-shaped framework 214 and the second end of the second inclined strut support 22 of the fourth W-shaped framework 214 are fixedly connected with the first connecting column 3 through the eighth gusset plate 58. Each junction of wall skeleton is arranged respectively in to gusset plate 5, has not only stabilized the structure of W type skeleton 2, has still stabilized the structure of 2 groups of W type skeleton and frame 1, and a plurality of gusset plates 5 carry out nimble selection according to its fixed support column difference.

Wherein, first gusset plate 51, second gusset plate 52, third gusset plate 53 and fourth gusset plate 54 of wall skeleton are fixed in the four corners of wall skeleton respectively in proper order: the first gusset plate 51 fixes the first rail 11 and the first pillar 13; second gusset plate 52 secures second rail 12 and first upright 13; the third node plate 53 fixes the second rail 12 and the second pillar 14; fourth gusset plate 54 secures second upright 14 and first rail 11. Thereby forming a complete and stable frame 1 structure.

In one embodiment, the fifth gusset plate 55 fixes the first end of the second diagonal brace bracket 21 of the first W-shaped frame 211, the first end of the first diagonal brace bracket 21 of the third W-shaped frame 213, and the first end of the second connecting column 4, and is fixed to the middle position of the first guide rail 11 of the frame 1.

In one embodiment, the sixth node 56 plate fixes the first end of the second diagonal brace bracket 22 of the second W-shaped frame 212, the first end of the first diagonal brace bracket 21 of the fourth W-shaped frame 214 and the second end of the second connecting column 4, and is fixed to the middle position of the second guide rail 12 of the frame.

In the embodiment shown in fig. 1, the frame further includes an X-shaped frame 6, and four ends of the X-shaped frame 6 are respectively and fixedly connected to the frame 1 through a first node 51, a second node plate 52, a third node plate 53 and a fourth node plate 54. The X-shaped frameworks 6 are additionally arranged and fixed on the four gusset plates 5 fixed with the framework 1, so that the stress of the wall body is dispersed, and the supporting force of the whole wall body framework is increased.

In the embodiment shown in fig. 1, an included angle between the first inclined strut support 21 and the second inclined strut support 22 is 50 to 90 degrees; the included angle between the first inclined strut support 21, the second inclined strut support 22 and the first upright column 23 is 20-60 degrees, and the included angle of the X-shaped framework 6 is 90-120 degrees. Within the above preset values, the support capability of the support column and the framework is the best.

In the embodiment shown in fig. 1, the first inclined strut support 21, the second inclined strut support 22, the first connecting column 3 and the second connecting column 4 are single-limb or multi-limb, the thickness of the C-shaped steel is 1-2 mm, the angle of the X-shaped framework 6 is 15-75 degrees, the thickness of the X-shaped framework 6 is 1-3 mm, the width of the X-shaped framework is 30-70 mm, the node 5 and the thickness of the frame 1 are 1-3 mm, the frame, the first guide rail 11 and the second guide rail 12 on the frame 1 are made of U-shaped steel, and the first upright 13 and the second upright 14 of the frame 1 are formed by encircling two C-shaped steel and one U-shaped steel.

In the embodiment shown in fig. 1, a wall includes a wall skeleton.

In the embodiment shown in fig. 1, the wall body comprises a first wall surface and/or a second wall surface, the first wall surface comprises gypsum boards or calcium silicate boards, the second wall surface comprises gypsum boards, and the first wall surface can be combined with the second wall surface at will. The plate is combined with the wall framework by adopting a proportional structure with the height-width ratio of 3:1 to form the shear wall, and the shear wall is stressed together with the wall framework and can ensure tight and attractive integral combination.

In one embodiment, the combined wall containing the wall skeleton is tested, and the side resistance of the combined wall test piece is researched by performing a monotone or low-cycle reciprocating loading test on the combined wall test piece under a vertical load. The test piece is divided into A, B two groups according to the steel skeleton structure, which are respectively a rigid X-shaped support and a steel belt and an edge W-shaped rigid support and a steel belt support. The method is divided into three covering board schemes of a non-covering board, a double-sided gypsum board and a one-sided gypsum board and one-sided calcium silicate board. The test mode is as follows:

(1) and (3) researching and comparing the independent side resistance of the two skeleton schemes in a low-cycle reciprocating loading test of the A-1 and B-1 two groups of steel skeleton test pieces without the covering panel.

(2) And performing a single-tone low-cycle reciprocating loading test on the wall test pieces of the A-2 and B-2 groups of gypsum boards with 12mm double surfaces. The aim of the monotonous experiment is to provide a basis for the loading system of the reciprocating load test of two structural framework walls under the condition of the covering plate and compare the wind resistance of the two structural framework walls. The purpose of the low cycle shuttle experiments was to compare their shock resistance, energy consumption capability and failure mode. And finally, comparing the 2 groups of test pieces with the 1 group of test pieces to explore the improvement of the shear-resistant bearing capacity of the two structural frameworks after the double-faced gypsum board is formed.

(3) And carrying out single-tone low-cycle reciprocating loading tests on wall test pieces of which one surfaces are covered with 12mm gypsum boards and the other surfaces are covered with 10mm calcium silicate boards in the groups A-3 and B-3. The aim of the monotonous experiment is to provide a basis for the loading system of the reciprocating load test of two structural framework walls under the condition of the covering plate and compare the wind resistance of the two structural framework walls. The purpose of the low cycle shuttle experiments was to compare their shock resistance, energy consumption capability and failure mode. And finally comparing the 3, 2 and 1 groups of test pieces to explore the improvement of the shear bearing capacity of the two structural frameworks after one surface is covered with a 12mm gypsum board and the other surface is covered with a 10mm calcium silicate board.

The lateral force resistance of the combined wall and the wall framework under the same lateral force bearing condition is obtained according to the test of the combined wall. The specific profile is shown in the following table:

table 1 summary of composite wall test pieces

In the embodiment shown in fig. 1, the anti-pulling members 7 are arranged at four corners of the wall body, and are fixedly connected with the corresponding beam bodies through the anti-pulling members 7. The wall body and the corresponding beam body are fixed through the anti-pulling piece 7, so that the wall body is more stable and firm, and the whole wall body is stably fixed in the corresponding beam body and is not easy to move and deform when the wall body is subjected to lateral force.

Compared with the wall skeleton with the traditional structure, the wall skeleton is more stable and firmer, and the angle range, the structure and the material of the optimal support column obtained through various tests are more convenient and practical.

It is to be noted that, in this document, the terms "comprises", "comprising" or any other variation thereof are intended to cover a non-exclusive inclusion, so that an article or apparatus including a series of elements includes not only those elements but also other elements not explicitly listed or inherent to such article or apparatus. Without further limitation, an element defined by the phrase "comprising.

The above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, and the present invention has been described in detail with reference to the preferred embodiments only, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and shall be covered in the claims of the present invention.