Anti-seismic structure of high-rise housing masonry engineering

Abstract

The utility model relates to the technical field of high-rise housing masonry engineering, and discloses an anti-seismic structure of high-rise housing masonry engineering, which comprises an anti-seismic frame and an anti-seismic component, the anti-seismic frame comprises a supporting frame and a supporting rod. The four supporting rods are uniformly and fixedly arranged on the supporting frame; the anti-seismic assembly is arranged at the joint of the supporting frame and the supporting rod. The anti-seismic assembly comprises an anti-seismic block, an anti-seismic groove and a pressure-bearing groove; the anti-seismic block is fixedly arranged at the joint of the supporting frame and the supporting rod. An anti-seismic groove is formed in the anti-seismic block; a pressure-bearing groove is formed in the anti-seismic groove; the anti-seismic block is of an isosceles right-angle triangle structure, and the right-angle face of the anti-seismic block is fixedly connected with the supporting frame and the supporting rod. The anti-seismic groove is of an arc-shaped structure; the pressure-bearing groove comprises two connecting parts and a pressure-bearing part, the connecting parts are of an inclined structure, the pressure-bearing part is of an arc-shaped structure, and an opening of a shape formed by the two connecting parts and the pressure-bearing part faces outwards. The anti-seismic device is simple and reasonable in structure, ingenious in design and good in anti-seismic effect, and multiple anti-seismic effects can be carried out on vibration force of high-rise housing masonry engineering.

Description

Technical Field

[0001] This utility model relates to the field of high-rise residential masonry engineering technology, specifically to a seismic-resistant structure for high-rise residential masonry engineering. Background Technology

[0002] With the development of building energy conservation and green building materials, aerated concrete blocks, as a new type of building material that is lightweight, porous, has good thermal insulation, fire resistance, can be nailed, sawed, and planed, and has a certain earthquake resistance, have been widely used at home and abroad. Aerated concrete blocks originated in Europe at the end of the 19th century. After many years of development, the production technology of aerated concrete blocks abroad has become very mature, with stable product quality and high production efficiency. China's aerated concrete block production technology began in the 1960s. After many years of development, it has now become the world's largest producer and consumer of aerated concrete blocks.

[0003] With the acceleration of urbanization, high-rise residential buildings are increasing. Against the backdrop of frequent natural disasters such as earthquakes, the seismic performance of masonry engineering in high-rise residential buildings is of paramount importance. At the same time, the promotion of green construction concepts also requires attention to energy conservation and environmental protection during the construction process to reduce the impact on the environment. Therefore, research on seismic measures and green construction technologies for masonry engineering in high-rise residential buildings has important practical significance. To this end, a seismic-resistant structure for masonry engineering in high-rise residential buildings is proposed. Utility Model Content

[0004] To address the shortcomings of existing technologies, this utility model provides a seismic-resistant structure for masonry engineering in high-rise residential buildings.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a seismic-resistant structure for masonry engineering in high-rise residential buildings, comprising a seismic-resistant frame and seismic-resistant components for masonry engineering in high-rise residential buildings; wherein, the seismic-resistant frame includes a support frame and support rods; four support rods are evenly fixed on the support frame; the seismic-resistant components are arranged at the connection between the support frame and the support rods; wherein, the seismic-resistant components include a seismic-resistant block, a seismic-resistant groove, and a pressure-bearing groove; the seismic-resistant block is fixed at the connection between the support frame and the support rods; a seismic-resistant groove is formed on the seismic-resistant block; a pressure-bearing groove is formed inside the seismic-resistant groove.

[0006] Preferably, the anti-seismic block is an isosceles right-angled triangle structure, and the right-angled surface of the anti-seismic block is fixedly connected to the support frame and the support rod.

[0007] Preferably, the anti-seismic groove has an arc-shaped structure.

[0008] Preferably, the pressure-bearing groove includes a connecting part and a pressure-bearing part. There are two connecting parts, the connecting parts are inclined, and the pressure-bearing parts are arc-shaped. The opening of the shape formed by the two connecting parts and the pressure-bearing parts faces outward.

[0009] Preferably, it further includes a buffer assembly; the buffer assembly is arranged within the anti-vibration groove.

[0010] Preferably, the buffer assembly includes a U-shaped seat A, a U-shaped seat B, a rotating plate A, a rotating plate B, and a buffer sheet; both U-shaped seats A and B are fixedly installed in the anti-vibration groove; the two rotating plates A are rotatably connected to the U-shaped seats A via rotating shaft A; the two rotating plates B are rotatably connected to the U-shaped seats B via rotating shaft B; wherein the rotating plates A and B are rotatably connected via rotating shaft C, and the two rotating plates A and B form a prismatic structure; the buffer sheet is fixedly installed on the rotating plates A and B.

[0011] Preferably, the buffer sheet has an arc-shaped structure, and the two buffer sheets are arranged with their arc-shaped ends facing each other.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] 1. This utility model, by setting up anti-seismic components, supports the masonry engineering of high-rise residential buildings, thereby improving the overall support capacity of the masonry engineering. The anti-seismic blocks can connect the supports and supports, enhancing their support capacity. The anti-seismic grooves can increase the anti-seismic area of ​​the anti-seismic blocks, achieving initial seismic resistance. The vibration force borne by the anti-seismic grooves is transferred to the pressure-bearing grooves, which further increase the anti-seismic area of ​​the anti-seismic blocks. Furthermore, the pressure-bearing part can achieve secondary seismic resistance. Compared with the prior art, this utility model has a simple and reasonable structure, ingenious design, and can provide multiple layers of seismic resistance to the vibration force of high-rise residential masonry engineering, resulting in better seismic resistance.

[0014] 2. This utility model provides a buffer assembly, in which U-shaped seat A, U-shaped seat B, rotating plate A and rotating plate B support the anti-vibration groove. Furthermore, due to the arc-shaped shape of the buffer plate, the buffer plate can provide elastic force when rotating plate A and rotating plate B rotate, so that the elastic force of the buffer plate resists the vibration force, thereby achieving a further anti-vibration effect.

[0015] Other features and advantages of this invention will be set forth in the description which follows, and will be apparent in part from the description, or may be learned by practicing the invention. The objects and other advantages of this invention can be realized and obtained by means of the structures pointed out in the description, claims, and drawings. Attached Figure Description

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

[0017] Figure 2This is a partial structural schematic diagram of the present invention;

[0018] Figure 3 This is a schematic diagram of the anti-seismic block structure of this utility model;

[0019] Figure 4 This is a partial structural breakdown diagram of the present invention.

[0020] In the picture:

[0021] 1. Seismic frame; 2. Seismic components; 3. Buffer components;

[0022] 101. Support frame; 102. Support rod;

[0023] 201. Seismic blocking block; 202. Seismic groove; 203. Pressure-bearing groove;

[0024] 2031. Connecting part; 2032. Pressure-bearing part;

[0025] 301. U-shaped seat A; 302. U-shaped seat B; 303. Rotating plate A; 304. Rotating plate B; 305. Buffer plate. Detailed Implementation

[0026] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model.

[0027] Please see Figure 1-4This embodiment discloses a seismic-resistant structure for a high-rise residential masonry project, comprising a seismic-resistant frame 1 and a seismic-resistant component 2 for the high-rise residential masonry project; wherein, the seismic-resistant frame 1 includes a support frame 101 and support rods 102; four support rods 102 are evenly fixed on the support frame 101, and the support rods 102 are fixed to the support frame 101 by welding; the seismic-resistant component 2 is arranged at the connection between the support frame 101 and the support rods 102; wherein, the seismic-resistant component 2 includes a seismic-resistant block 201, a seismic-resistant groove 202, and a pressure-bearing groove 203; the seismic-resistant block 201 is fixed at the connection between the support frame 101 and the support rods 102, and the seismic-resistant block 201... There are eight of them; the seismic blocks 201 are provided with seismic grooves 202; the seismic grooves 202 are provided with pressure-bearing grooves 203; the seismic blocks 201 are isosceles right-angled triangular structures, and the right-angled surfaces of the seismic blocks 201 are fixedly connected to the support frame 101 and the support rod 102; the seismic grooves 202 are arc-shaped structures; the pressure-bearing grooves 203 include connecting parts 2031 and pressure-bearing parts 2032, there are two connecting parts 2031, the connecting parts 2031 are inclined structures, the pressure-bearing parts 2032 are arc-shaped structures, and the shape formed by the two connecting parts 2031 and the pressure-bearing parts 2032 is arranged with the opening direction facing outward.

[0028] This invention, by setting up an anti-seismic component 2, a support frame 101, and a support rod 102, supports the masonry engineering of high-rise residential buildings, thereby improving the overall support capacity of the masonry engineering. The anti-seismic block 201 connects the support frame 101 and the support rod 102, enhancing their support capacity. The anti-seismic groove 202 increases the anti-seismic area of ​​the anti-seismic block 201, achieving initial seismic resistance. After the vibration force borne by the anti-seismic groove 202 is transmitted to the pressure-bearing groove 203, the anti-seismic area of ​​the anti-seismic block 201 can be further increased through the pressure-bearing groove 203. Furthermore, the pressure-bearing part 2032 can achieve secondary seismic resistance. Compared with the prior art, this invention has a simple and reasonable structure, ingenious design, and can provide multiple layers of seismic resistance to the vibration force of high-rise residential masonry engineering, resulting in better seismic resistance.

[0029] As a preferred embodiment, it further includes a buffer assembly 3; the buffer assembly 3 is arranged within the seismic groove 202; wherein, the buffer assembly 3 includes a U-shaped seat A301, a U-shaped seat B302, a rotating plate A303, a rotating plate B304, and a buffer plate 305; both U-shaped seats A301 and B302 are fixed within the seismic groove 202; the two rotating plates A303 are rotatably connected to the U-shaped seat A301 via a rotating shaft A; the two rotating plates B304 are rotatably connected to the U-shaped seat B302 via a rotating shaft B; wherein, the rotating plates A303 and B304 are rotatably connected via a rotating shaft C, and the two rotating plates A303 and B304 form a prismatic structure; the buffer plate 305 is fixed on the rotating plates A303 and B304; wherein, the buffer plate 305 has an arc-shaped structure, and the arc-shaped ends of the two buffer plates 305 are arranged opposite each other.

[0030] This utility model provides support for the anti-vibration groove 202 by setting up a buffer assembly 3, U-shaped seat A301, U-shaped seat B302, rotating plate A303 and rotating plate B304. Furthermore, due to the arc-shaped shape of the buffer plate 305, the buffer plate 305 can provide elastic force when the rotating plate A303 and rotating plate B304 rotate, so that the elastic force of the buffer plate 305 resists the vibration force, thereby achieving a further anti-vibration effect.

[0031] In summary, when the seismic structure of this high-rise residential masonry project is in use, firstly, the support frame 101 and support rod 102 support the masonry structure, improving its overall support capacity. The seismic block 201 connects the support frame 101 and support rod 102, further enhancing their support capacity. The seismic groove 202 increases the seismic area of ​​the seismic block 201, achieving initial seismic resistance. The vibration force borne by the seismic groove 202 is then transmitted to the pressure-bearing groove 203. The pressure groove 203 can further increase the seismic area of ​​the anti-seismic block 201, and the pressure-bearing part 2032 can achieve a second seismic resistance. At the same time, the U-shaped seat A301, U-shaped seat B302, rotating plate A303 and rotating plate B304 support the anti-seismic groove 202. Furthermore, due to the arc-shaped shape of the buffer plate 305, the buffer plate 305 can provide elastic force when the rotating plate A303 and rotating plate B304 rotate, so that the elastic force of the buffer plate 305 resists the vibration force, thereby achieving a further seismic resistance.

[0032] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make other variations or modifications based on the above description. It is neither necessary nor possible to exhaustively describe all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. A seismic-resistant structure for masonry engineering in high-rise residential buildings, characterized in that, The invention includes a seismic frame (1) and a seismic component (2) for masonry engineering of high-rise residential buildings; wherein the seismic frame (1) includes a support frame (101) and a support rod (102); four support rods (102) are evenly fixed on the support frame (101); the seismic component (2) is arranged at the connection between the support frame (101) and the support rod (102); wherein the seismic component (2) includes a seismic block (201), a seismic groove (202) and a pressure-bearing groove (203); the seismic block (201) is fixed at the connection between the support frame (101) and the support rod (102); the seismic block (201) has a seismic groove (202); the seismic groove (202) has a pressure-bearing groove (203) inside the seismic groove (202).

2. The seismic-resistant structure of a high-rise residential masonry project according to claim 1, characterized in that, The anti-seismic block (201) is an isosceles right-angled triangle structure, and the right-angled surface of the anti-seismic block (201) is fixedly connected to the support frame (101) and the support rod (102).

3. The seismic-resistant structure of a high-rise residential masonry project according to claim 1, characterized in that, The anti-seismic groove (202) has an arc-shaped structure.

4. The seismic-resistant structure of a high-rise residential masonry project according to claim 1, characterized in that, The pressure-bearing groove (203) includes a connecting part (2031) and a pressure-bearing part (2032). There are two connecting parts (2031). The connecting parts (2031) are inclined structures, and the pressure-bearing parts (2032) are arc-shaped structures. The opening direction of the shape formed by the two connecting parts (2031) and the pressure-bearing parts (2032) is arranged outward.

5. The seismic-resistant structure of a high-rise residential masonry project according to claim 3, characterized in that, It also includes a buffer assembly (3); the buffer assembly (3) is arranged inside the anti-vibration groove (202).

6. The seismic-resistant structure of a high-rise residential masonry project according to claim 5, characterized in that, The buffer assembly (3) includes a U-shaped seat A (301), a U-shaped seat B (302), a rotating plate A (303), a rotating plate B (304), and a buffer plate (305); the U-shaped seat A (301) and the U-shaped seat B (302) are both fixed in the anti-vibration groove (202); the two rotating plates A (303) are rotatably connected to the U-shaped seat A (301) through a rotating shaft A; the two rotating plates B (304) are rotatably connected to the U-shaped seat B (302) through a rotating shaft B; wherein the rotating plates A (303) and B (304) are rotatably connected through a rotating shaft C, and the two rotating plates A (303) and the two rotating plates B (304) form a prismatic structure; the buffer plate (305) is fixed on the rotating plates A (303) and B (304).

7. The seismic-resistant structure of a high-rise residential masonry project according to claim 6, characterized in that, The buffer sheet (305) has an arc-shaped structure, and the two buffer sheets (305) are arranged with their arc-shaped ends facing each other.

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