Concrete dense column gypsum composite wallboard deployed small high-rise residential hybrid structure system

Abstract

The invention relates to a concrete dense column gypsum composite wallboard deployed small high-rise residential hybrid structure system. Longitudinal and transverse concrete dense column gypsum composite inner and outer wallboards of the system are previously supported, ribs are deployed in a board cavity, and concrete in the cavity, a reinforced concrete cylindrical transport core, a concrete floor and concrete built-in surrounding beams are cast together to form a hybrid structure, namely the small high-rise residential load stress system; the gypsum walls of the concrete dense column gypsum composite inner and outer wallboards and the reinforced concrete dense columns in the board cavity participate in structural stress calculation; and the cavities of the concrete dense columns of the wallboards of each layer are vertically communicated, and the longitudinal ribs in the cavity pass through the floor of each layer or the concrete built-in surrounding beams. The system has the advantages of energy conservation, low consumption, environment friendliness, economical efficiency, practicability, factory production and integrated installation; the hybrid structural form improves theintegrated stress performance of the building; and the gypsum walls and the concrete dense columns participate in structural stress together, so safety is ensured, no functional waste is caused and the integrated modern level of the residence industry is improved.

Description

technical field [0001] The invention relates to a small high-rise residential structure, in particular to a mixed structure system of small high-rise residential buildings equipped with concrete dense columns and gypsum composite wall panels. Background technique [0002] At present, in the existing small high-rise residential structure system, concrete frame structure, concrete short-leg structure, and concrete shear wall structure are mainly used. In practical application, there are the following deficiencies: traditional building materials are heavy in weight, high in energy consumption, and single in function. In order to meet the functional requirements, the walls were repeatedly stacked manually on site; the insulation material was out of sync with the life of the main building and needed to be replaced repeatedly, which was costly, flammable and unsafe, and the construction technology was backward. Contents of the invention [0003] In order to solve the technical p...

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Problems solved by technology

[0002] At present, in the existing small high-rise residential structure system, concrete frame structure, concrete short-leg structure, and concrete shear wall structure are mainly used. In practical application, there are the following deficiencies: traditional building materials are heavy in weight, high in energy consumption, and single in function. In order to meet the functional requirements and standards, the walls were repeatedly stacked manually on site; the insulation material is out of sync with the life of the main building and needs to be replaced repeatedly, which is costly, flammable and unsafe, and the construction technology is backward

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