CN212358694U - Anti-seismic wall structure based on building engineering - Google Patents

Abstract

The utility model discloses an antidetonation formula wall structure based on building engineering relates to building engineering technical field. The utility model comprises a prefabricated wall plate, a transverse anti-seismic layer, a longitudinal anti-seismic layer and a wall body protective layer; a transverse anti-seismic layer is arranged on one side surface of the prefabricated wallboard; the transverse anti-seismic layer comprises a first spring, a rubber layer, a polystyrene board and a concrete layer; the bottom parts of the prefabricated wall board and the transverse anti-seismic layer are provided with longitudinal anti-seismic layers; the longitudinal anti-seismic layer comprises a second spring and a shock absorption block; the wall protection layer is arranged on the transverse earthquake-resistant layer and the longitudinal earthquake-resistant layer. The utility model discloses a horizontal antidetonation layer and vertical antidetonation layer have solved current wall body antidetonation effect poor, the problem that collapses easily, have improved the shock resistance of wall body.

Description

Anti-seismic wall structure based on building engineering

Technical Field

The utility model belongs to the technical field of building engineering, especially, relate to an antidetonation formula wall structure based on building engineering.

Background

The earthquake-resistant building refers to a building which needs to be subjected to earthquake-resistant design in an area with the earthquake fortification intensity of 6 degrees or more. From the investigation of global major earthquake disasters, more than 95% of human life and death are caused by the damage or collapse of buildings. The method is the most direct and effective method for reducing earthquake disasters by exploring and preventing the damage and collapse reasons of the building in the earthquake and building an earthquake-resistant building which can withstand the strong earthquake from the engineering. The traditional wall bricks are connected by concrete only, the anti-seismic effect is poor, and the bricks are easy to collapse when encountering earthquake, thereby bringing great loss of lives and properties.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an antidetonation formula wall structure based on building engineering, through setting up horizontal antidetonation layer and vertical antidetonation layer, it is poor to have solved current wall body antidetonation effect, and the problem of collapsing has improved the shock resistance of wall body easily.

In order to solve the technical problem, the utility model discloses a realize through following technical scheme:

the utility model relates to an anti-seismic wall structure based on building engineering, which comprises a prefabricated wallboard, a transverse anti-seismic layer, a longitudinal anti-seismic layer and a wall protective layer; the prefabricated wall board is formed by pouring a steel bar frame and concrete; a transverse anti-seismic layer is arranged on one side surface of the prefabricated wallboard; the transverse anti-seismic layer comprises a first spring, a rubber layer, a polystyrene board and a concrete layer; one end of the first spring is fixedly connected with the prefabricated wall plate; the other end of the first spring is provided with a rubber layer; a polystyrene board is arranged on one surface of the rubber layer away from the first spring; a concrete layer is arranged on one surface of the polystyrene board, which is far away from the rubber layer; the bottom parts of the prefabricated wall board and the transverse anti-seismic layer are provided with longitudinal anti-seismic layers; the longitudinal anti-seismic layer comprises a second spring and a shock absorption block; the first springs and the damping blocks are alternately arranged; and the wall body protective layer is arranged on the transverse earthquake-resistant layer and the longitudinal earthquake-resistant layer.

Further, the first spring is connected to the prefabricated wall panel through cement; the first springs are uniformly distributed on the prefabricated wall board.

Further, foam is filled between the first springs.

Further, the first spring and the rubber layer are fixedly connected through gluing or anchoring.

Further, the polystyrene board is fixed on the rubber layer in an adhesive mode; the concrete is fixed on the polystyrene board in a pouring mode.

Further, the longitudinal anti-seismic layer is fixed on the prefabricated wall plate and the transverse anti-seismic layer through concrete.

Furthermore, the wall protection layer is an artificial stone decorative plate or sprayable anti-seismic cement.

Further, the thickness ratio of the first spring, the rubber layer, the polystyrene board and the concrete layer is as follows: (2-3): (1-2): (2-3): (1-2).

The utility model discloses following beneficial effect has:

1. the utility model discloses a set up vertical antidetonation layer, utilize the energy of second spring and snubber block consumption earthquake longitudinal wave, effectually resisted the destruction of earthquake longitudinal wave to the house, improved the shock resistance of wall body, protected people's the security of the lives and property.

2. The utility model discloses a set up horizontal antidetonation layer, utilize first spring, rubber layer, polyphenyl board and concrete layer to consume the energy of earthquake transverse wave, effectually resisted the destruction of earthquake transverse wave to the house, improved the shock resistance of wall body, protected people's the security of the lives and property.

3. The utility model discloses a compare the thickness of first spring, rubber layer, polyphenyl board and concrete layer and be: (2-3): (1-2): (2-3): (1-2), the thickness of the anti-seismic wall body is considered, and an excellent anti-seismic effect is obtained.

Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is the utility model discloses an antidetonation formula wall structure's based on building engineering schematic diagram.

In the drawings, the components represented by the respective reference numerals are listed below:

1-prefabricated wall board, 2-transverse earthquake-resistant layer, 3-longitudinal earthquake-resistant layer, 4-wall protection layer, 201-first spring, 202-rubber layer, 203-polyphenyl board, 204-concrete layer, 301-second spring and 302-damping block.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "side," "end," "bottom," and the like are used for the purpose of describing the invention only and for the purpose of simplifying the description, and are not intended to indicate or imply that the referenced components or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the invention.

Referring to fig. 1, the utility model relates to an anti-seismic wall structure based on building engineering, which comprises a prefabricated wall plate 1, a transverse anti-seismic layer 2, a longitudinal anti-seismic layer 3 and a wall protection layer 4; the prefabricated wall board 1 is formed by pouring a steel bar frame and concrete; a transverse anti-seismic layer 2 is arranged on one side surface of the prefabricated wallboard 1; the transverse anti-seismic layer 2 comprises a first spring 201, a rubber layer 202, a polyphenyl plate 203 and a concrete layer 204; one end of the first spring 201 is fixedly connected with the prefabricated wall panel 1; the first spring 201 is connected to the prefabricated wall panel 1 through cement; foam is filled between the first springs 201; the first springs 201 are uniformly distributed on the prefabricated wall board 1; the other end of the first spring 201 is provided with a rubber layer 202; the first spring 201 is fixedly connected with the rubber layer 202 through gluing or anchoring; a polystyrene board 203 is arranged on one surface of the rubber layer 202 away from the first spring 201; the polystyrene board 203 is fixed on the rubber layer 202 by gluing; the concrete is fixed on the polystyrene board 203 in a pouring mode; a concrete layer 204 is arranged on one surface of the polystyrene board 203 far away from the rubber layer 202; the thickness ratio of the first spring 201, the rubber layer 202, the polystyrene board 203 and the concrete layer 204 is as follows: (2-3): (1-2): (2-3): (1-2); the bottom parts of the prefabricated wall plate 1 and the transverse anti-seismic layer 2 are provided with a longitudinal anti-seismic layer 3; the longitudinal anti-seismic layer 3 is fixed on the prefabricated wall plate 1 and the transverse anti-seismic layer 2 through concrete; the longitudinal anti-seismic layer 3 comprises a second spring 301 and a shock absorption block 302; the first springs 201 and the shock absorption blocks 302 are alternately arranged; the wall protection layer 4 is arranged on the transverse earthquake-resistant layer 2 and the longitudinal earthquake-resistant layer 3; the wall protection layer 4 is an artificial stone decorative plate or sprayable anti-seismic cement.

One specific application of this embodiment is:

firstly, pouring a steel bar frame and concrete to form a prefabricated wall plate 1, and fixing one end of a first spring 201 on one side surface of the prefabricated wall plate 1 by using the concrete and uniformly arranging the first spring; inserting the other end of the first spring 201 into the rubber layer 202, filling the space between the first springs 201 with foam, and adhering the rubber layer 202 to the polyphenyl board 203 on the side far away from the first springs 201; pouring a concrete layer 204 on one surface of the polystyrene board 203 far away from the rubber layer 202; fixing the second spring 301 and the shock absorption block 302 by concrete at the bottoms of the prefabricated wall panel 1 and the transverse earthquake-resistant layer 2; finally, anti-seismic cement is sprayed on the outer side surfaces of the transverse anti-seismic layer 2 and the longitudinal anti-seismic layer 3 for decoration;

when an earthquake occurs, the primary wave of the earthquake reaches the ground firstly, the longitudinal anti-seismic layer 3 positioned at the bottom of the wall plays a role, and the second spring 301 and the shock absorption block 302 consume the energy of the primary wave of the earthquake; then, the transverse earthquake waves reach the ground, the transverse earthquake-proof layer 2 in the wall body plays a role, and the first spring 201, the rubber layer 202, the polystyrene board 203 and the concrete layer 204 consume the energy of the transverse earthquake waves; the anti-seismic cement not only plays a role in decoration, but also protects the wall body, so that the anti-seismic capacity of the wall body is improved, and the personal and property safety of people is protected.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims (8)

1. The utility model provides an antidetonation formula wall structure based on building engineering, includes prefabricated wallboard (1), horizontal antidetonation layer (2), vertical antidetonation layer (3) and wall body protective layer (4), its characterized in that:

the prefabricated wall board (1) is formed by pouring a steel bar frame and concrete;

a transverse anti-seismic layer (2) is arranged on one side surface of the prefabricated wallboard (1);

the transverse anti-seismic layer (2) comprises a first spring (201), a rubber layer (202), a polystyrene board (203) and a concrete layer (204); one end of the first spring (201) is fixedly connected with the prefabricated wall plate (1); a rubber layer (202) is arranged at the other end of the first spring (201); a polystyrene board (203) is arranged on one surface of the rubber layer (202) far away from the first spring (201); a concrete layer (204) is arranged on one surface of the polystyrene board (203) far away from the rubber layer (202);

the bottom parts of the prefabricated wall board (1) and the transverse anti-seismic layer (2) are provided with a longitudinal anti-seismic layer (3);

the longitudinal anti-seismic layer (3) comprises a second spring (301) and a shock absorption block (302);

the first spring (201) and the shock absorption block (302) are arranged alternately;

and the wall protection layer (4) is arranged on the transverse anti-seismic layer (2) and the longitudinal anti-seismic layer (3).

2. An earthquake-resistant wall structure based on building engineering according to claim 1, characterized in that the first spring (201) is bonded to the prefabricated wall panel (1) by cement; the first springs (201) are uniformly distributed on the prefabricated wall board (1).

3. An earthquake-resistant wall structure based on building engineering according to claim 1 or 2, characterized in that foam is filled between the first springs (201).

4. An earthquake-resistant wall structure based on building engineering as claimed in claim 3, characterized in that the first spring (201) is fixedly connected with the rubber layer (202) by plugging or anchoring.

5. An earthquake-resistant wall structure based on building engineering according to claim 1, 2 or 4, characterized in that the polystyrene board (203) is fixed on the rubber layer (202) by means of gluing; the concrete is fixed on the polystyrene board (203) in a pouring mode.

6. An earthquake-resistant wall structure based on building engineering according to claim 5, characterized in that the longitudinal earthquake-resistant layer (3) is fixed on the prefabricated wall panels (1) and the transverse earthquake-resistant layer (2) by concrete.

7. An earthquake-resistant wall structure based on building engineering according to claim 1 or 2 or 4 or 6, characterized in that the wall protection layer (4) is artificial stone decorative plate or sprayable earthquake-resistant cement.

8. An earthquake-resistant wall structure based on building engineering as claimed in claim 7, characterized in that the thickness ratio of the first spring (201), the rubber layer (202), the polystyrene board (203) and the concrete layer (204) is: (2-3): (1-2): (2-3): (1-2).

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