The Experimental Study And Practicability Analysis Of Hollow Shear Wall Of Reinforced Concrete

With the performance of the settling residence project and the developing of the comfortable residence, the demand for house of our country increases sharply .At the same time, as the Sustainable Development strategy is fully under way, wall materials reform and energy saving constructions have been performing in the civil engineering field. The trend of the house in the future of our country is the sub-high rise residences of the frame structure. To the constant and perfect pursuit of the pattern of the building, demand to expand the use area of the building, the architectural design form has appeared like no roof beam concrete progressively. In order to reduce the fabrication cost of the project, require that the system of shear wall of the sub-high rise residences is more rational. The structure of the traditional scene building type concrete shear wall can not meet the energy-conserving request at all, such as in keeping warm and insulating against heat. Under this kind of prerequisite, what this text studied is the new-type partition wall's construction material which has the light quality compounding and keeping warm characteristics—called as hollow wall. The hollow wall has not only overcome the overweight and the crack two shortcomings which the wallboard used at present but also have good energy-conserving performance characteristics, so it is a kind of good energy-conserving material to use it for shear wall system.The hollow wall's raw materials performance , compounding course and physics performance of the board have carried on experimental study and feasibility research in the article. The contrast, provide the feasible appraisal that the hollow wall applied to the small system of sub-high rise residences finally through an analysis of test data.