CN210263512U

CN210263512U - Anti-seismic masonry structure

Info

Publication number: CN210263512U
Application number: CN201920556757.7U
Authority: CN
Inventors: 宋远美; 刘庆珠
Original assignee: Shandong Weiru Construction Engineering Co Ltd
Current assignee: Shandong Weiru Construction Engineering Co Ltd
Priority date: 2019-04-23
Filing date: 2019-04-23
Publication date: 2020-04-07
Anticipated expiration: 2029-04-23

Abstract

The utility model discloses an antidetonation masonry structure, including constructional column, constructional beam, serrated raft, the brick body, stirrup, lacing wire, mortar concrete, bradyseism cystosepiment, constructional column top cross-section links to each other with the constructional beam, and the inboard equal equidistance integrated into one piece of constructional column has a plurality of serrated racking, all pack through the brick body between the adjacent constructional column, install the lacing wire through the stirrup in the serrated raft, and the lacing wire is located both sides around the brick body respectively, both sides are all pour through mortar concrete around the brick body to evenly wrap up both sides lacing wire, bradyseism cystosepiment is installed on outside mortar concrete top layer. The utility model discloses simple structure, reasonable in design connects with different sex constructional columns and constructional beam through the brickwork, has effectively increased the shock resistance of brickwork, and the mortar concrete who pours through the lacing wire on its brickwork surface can effectively increase the wholeness of brickwork simultaneously, prevents to scatter and drops, and the bradyseism cystosepiment at back can effectively spill out the earthquake transverse wave, reduces the brickwork atress.

Description

Anti-seismic masonry structure

Technical Field

The utility model relates to a building engineering field especially relates to an antidetonation masonry structure.

Background

The structure built by brick masonry, stone masonry and building block masonry is also called brick stone structure. Because the compressive strength of masonry is high and the tensile strength is low, masonry structural members are primarily subjected to axial or small eccentric pressures, but are rarely pulled or bent, and masonry structures can be used for walls, columns and foundations of general civil and industrial buildings. In buildings using reinforced concrete frames and other structures, non-load bearing brick walls are often used as enclosures, such as filler walls for frame structures.

And the brickwork compares with steel and concrete, and the intensity of brickwork is lower, and the tensile strength of brickwork, shear strength are all very low, therefore antidetonation is relatively poor, receives certain restriction in the use.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an antidetonation masonry structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

the utility model provides an antidetonation masonry structure, includes constructional column, constructional beam, horse tooth raft, the brick body, stirrup, lacing wire, mortar concrete, bradyseism cystosepiment, constructional column top cross-section links to each other with the constructional beam, and the inboard equal equidistance integrated into one piece of constructional column has a plurality of horse tooth cascades, all fill through the brick body between the adjacent constructional column, install the lacing wire through the stirrup in the horse tooth cascades, and the lacing wire is located both sides around the brick body respectively, both sides are all pour through mortar concrete around the brick body to evenly wrap up both sides lacing wire, bradyseism cystosepiment is installed on outside mortar concrete top layer.

Preferably: the aerated bricks of the brick bodies are stacked by a 'one-to-one-top' stacking method, and are sequentially and obliquely filled when the space is insufficient due to the fact that the top of the aerated bricks meets a construction beam.

The utility model has the advantages that: the utility model discloses simple structure, reasonable in design connects with different sex constructional columns and constructional beam through the brickwork, has effectively increased the shock resistance of brickwork, and the mortar concrete who pours through the lacing wire on its brickwork surface can effectively increase the wholeness of brickwork simultaneously, prevents to scatter and drops, and the bradyseism cystosepiment at back can effectively spill out the earthquake transverse wave, reduces the brickwork atress.

Drawings

Fig. 1 is a front view of the earthquake-resistant masonry structure of the present invention;

figure 2 is the utility model discloses antidetonation masonry structure's cross-sectional view.

In the figure: 1. constructional column, 2, constructional beam, 3, serrated raft, 4, the brick body, 5, stirrup, 6, lacing wire, 7, mortar concrete, 8, bradyseism cystosepiment.

Detailed Description

The invention will be further elucidated with reference to the following figures and specific embodiments:

as shown in fig. 1-2, an antidetonation masonry structure, including constructional column 1, constructional beam 2, horse tooth raft 3, the brick body 4, stirrup 5, lacing wire 6, mortar concrete 7,

bradyseism cystosepiment

8, 1 top cross-section of constructional column links to each other with

constructional beam

2, and 1 inboard impartial apart from integrated into one piece of constructional column has a plurality of horse tooth raft 3, all fill through brick body 4 between the adjacent constructional column 1, install lacing wire 6 through stirrup 5 in the horse tooth raft 3, and lacing wire 6 both sides around being located brick body 4 respectively, both sides are all pour through mortar concrete 7 around the brick body 4 to evenly wrap up both sides lacing wire 6, bradyseism cystosepiment 8 is installed on 7 top layers of outside mortar concrete. The brick body 1 is aerated and is stacked by a 'one-in-one-top' stacking method, and the aerated bricks are sequentially obliquely filled when the space is insufficient due to the fact that the construction beam 2 is encountered at the top.

The utility model discloses application method: brickwork that 4 piles up the brickwork that forms through the air entrainment brick material and constructional column 1 and the constructional beam 2 that have horse tooth raft 3 meet, have effectively increased the shock resistance of brickwork, and the mortar concrete 7 of pouring through lacing wire 6 can effectively increase the wholeness of brickwork on its brickwork surface simultaneously, prevents that scattered from dropping, and the bradyseism cystosepiment 8 at back can effectively spill the earthquake transverse wave, reduces the brickwork atress.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The embodiments are therefore to be considered in all respects as illustrative and all changes which come within the meaning and range of equivalency are therefore intended to be embraced therein.

Claims

1. The utility model provides an antidetonation masonry structure, includes constructional column (1), structure roof beam (2), serrated raft (3), the brick body (4), stirrup (5), lacing wire (6), mortar concrete (7), bradyseism cystosepiment (8), its characterized in that: constructional column (1) top cross-section links to each other with construction roof beam (2), and constructional column (1) inboard impartial distance integrated into one piece has a plurality of serrated racking (3), all fill through the brick body (4) between adjacent constructional column (1), install lacing wire (6) through stirrup (5) in serrated racking (3), and lacing wire (6) are located brick body (4) front and back both sides respectively, both sides are all pour through mortar concrete (7) around the brick body (4) to evenly wrap up both sides lacing wire (6), bradyseism cystosepiment (8) are installed on outside mortar concrete (7) top layer.

2. An earthquake-resistant masonry structure according to claim 1, characterised in that: the brick body (4) is an aerated brick.