Vertical stagger clamping masonry wall

Abstract

The invention discloses a vertical dislocation clamping masonry wall, and belongs to the field of civil engineering. The vertical dislocation clamping masonry wall is formed by laying main bricks and auxiliary bricks. One end of each main brick is provided with a groove, the other end of each main brick is provided with a clamping brick, wherein the shape of the clamping brick is the same as that of the groove, the size of the clamping brick is smaller than or equal to that of the groove, and the clamping bricks are clamped into the grooves of adjacent building bricks during masonry. The overall shape of the auxiliary bricks and that of the main bricks are kept consistent, and the height of the auxiliary bricks is smaller than that of the main bricks. During masonry, the main bricks and the auxiliary bricks are used in a matched mode. A first-layer building brick at the bottom of the vertical dislocation clamping masonry wall is formed by alternately layering the main bricks and the auxiliary bricks, building bricks from the second layer to the penultimate layer at the top of the wall are all the main bricks, the uppermost-layer building brick at the top of the wall is formed by alternately layering the main bricks and auxiliary bricks, the marshalling sequence of the main bricks and the auxiliary bricks is just opposite to the marshalling sequence of the first-layer building bricks at the bottom of the wall, and therefore vertical dislocation clamping is achieved. The vertical dislocation clamping masonry wall has the advantages of being high in construction speed, low in cost, and good in stress property and anti-seismic property.

Description

technical field [0001] The application belongs to the field of civil engineering and relates to a vertical dislocation snap-fit ​​masonry wall. Background technique [0002] Walls in house construction are divided into load-bearing walls and non-load-bearing walls, but due to the gravity of the wall material itself, both load-bearing walls and non-load-bearing walls are in a complex stress state of compression, shear, and bending in a plane. Sometimes it is also affected by out-of-plane forces. Therefore, many walls are found to be cracked during use, and severe cases collapse. [0003] The masonry walls in the 1980s and 1990s were mainly built with fired clay bricks and mortar. This kind of masonry wall has better mechanical properties both in-plane and out-of-plane. However, due to the small shape of the fired clay bricks, construction The speed is slow, the mortar is wasted, and a large amount of clay resources and energy are consumed in the production process of fired ...

AI Technical Summary

Problems solved by technology

The main representatives are an environmentally friendly buckle-through-fit anti-seismic brick (patent No. 200820123727.9) and an anti-stagger brick with holes (patent No. 200910059401.3). high problem

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