A prefabricated shear wall structure system and its construction method
A construction method and shear wall technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of low construction efficiency, many manual operations, and long time consumption, so as to shorten the construction period, accelerate the construction speed, and reduce the construction time. cost effect
Active Publication Date: 2022-04-29
BEIJING ARCHITECTURAL DESIGN INST OF CHINA CONSTR +1
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Problems solved by technology
[0003] In view of the related technologies mentioned above, the inventor believes that when carrying out the construction of the shear wall structure system, the steel bars are usually bound at the construction site, then the steel bars are formworked, and finally concrete is poured into the formwork to form the shear wall. The formwork project is used to pour the floor slab. This construction method requires a lot of manual work, a large amount of support, long time consumption and low construction efficiency.
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[0042] The following is attached Figure 1-6 The application is described in further detail.
[0043] The embodiment of the present application discloses a prefabricated shear wall structure system. refer to figure 1 , a prefabricated shear wall structure system includes a shear wall 1 and a prefabricated laminated floor 2 at the top of the shear wall 1 , and the edge of the prefabricated laminated floor 2 is lapped on the shear wall 1 . An insulation layer 3 is fixed on the outer surface of the shear wall 1 .
[0044] refer to figure 2 , the shear wall 1 includes a load-bearing area 11 and a window area 12 . The bearing area 11 includes cast-in-place concrete structures 13 arranged at intervals and prefabricated double-layer exterior walls 14 between adjacent cast-in-place concrete structures 13 . The prefabricated double-layer exterior wall 14 includes an exterior wall body 141 and an interior wall body 142 made of concrete that are parallel to each other, and the exte...
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This application relates to a prefabricated shear wall structure system, belonging to the field of prefabricated buildings, including a shear wall and a prefabricated laminated floor, the prefabricated laminated floor is arranged on the top of the shear wall, and the shear wall The interior of the prefabricated laminated floor is provided with a first pouring space, the interior of the prefabricated laminated floor is provided with a second pouring space, the interior of the first pouring space and the second pouring space are connected, and the first pouring space and the second pouring space The interior of the space is poured with concrete. The present application also relates to the construction method using the above-mentioned prefabricated shear wall structural system, and the prefabricated shear wall structural system of the present application has the effect of accelerating the construction efficiency of the shear wall structural system.
Description
technical field [0001] The present application relates to the field of prefabricated buildings, in particular to a prefabricated shear wall structure system and a construction method thereof. Background technique [0002] Shear wall, also known as wind-resistant wall or earthquake-resistant wall, structural wall, is a wall in a house or structure that mainly bears horizontal and vertical loads caused by wind loads or earthquakes to prevent structural shear damage. The existing shear wall structure system mostly adopts the all-cast-in-place shear wall structure, that is, the concrete is poured layer by layer on site to form the shear wall of the building, and then the floor slab is poured. [0003] In view of the related technologies mentioned above, the inventor believes that when carrying out the construction of the shear wall structure system, steel bars are usually bound at the construction site, then the steel bars are formworked, and finally concrete is poured into the ...
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IPC IPC(8): E04B2/00E04B2/56E04B2/84E04B5/17E04B1/38
CPCE04B2/00E04B2/56E04B2/84E04B5/17E04B1/38
Inventor 季志良邵亚飞李鑫刘珊珊唐锂赵安忠
Owner BEIJING ARCHITECTURAL DESIGN INST OF CHINA CONSTR