Building continuous assembly method capable of avoiding wall deflection and assembly type building

Abstract

The invention relates to the technical field of concrete wallboards, and discloses a building continuous assembly method capable of avoiding wall deflection and an assembly type building. Bin sealing grouting work at the bottom of an Nth layer of prefabricated wall is adjusted to a waiting period for concrete solidification of a floor slab at the top of the Nth layer; the construction process of the (N + 1) th layer is adjusted to a waiting period for waiting for solidification of grouting materials at the bottom of the prefabricated wall of the Nth layer, the assembly work in the two waiting periods cannot be stopped, the whole assembly process is continuously carried out without interruption, and therefore the construction period is greatly shortened; factors which cause disturbance to the ungrouted prefabricated wall due to adjustment of the construction sequence and factors which cause incomplete grouting due to adjustment of the construction sequence are further found out and are solved one by one by adopting technical means, so that the problem that the prefabricated wall deflects due to adjustment of the construction sequence is solved, and the construction efficiency is improved. And the problems that grouting in the grouting sleeve is not full due to adjustment of the construction sequence, and troubleshooting cannot be conducted by hoisting the prefabricated wall are solved.

Description

technical field [0001] The invention relates to the technical field of concrete wall panels, in particular to a building continuous assembly method and an assembled building that can avoid wall deflection. Background technique [0002] Prefabricated buildings are a major trend in the development of buildings. By making various components in the building into modular prefabricated components, they can be quickly assembled on site like building blocks, which can greatly shorten the construction period. [0003] In prefabricated buildings, the two most important components are prefabricated walls and prefabricated floors. The bottom of the prefabricated wall is connected to the prefabricated floor below through the grouting sleeve and the grouting material, and then the top is passed through the cast-in-place connecting beam (located between the prefabricated floors. in the joint) to the precast slab above. The connection process of these two parts needs to wait for the grout...

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved is: there are two waiting periods in the assembly process of the current prefabricated building, and trying to avoid the waiting period by adjusting the construction sequence will lead to deflection of the prefabricated wall and insufficient grout in the grouting sleeve

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