Cellular type hollow internal mould plate for building and its wall forming construction method

Abstract

The characteristics of the internal template (1) are as follows. There are multiple male tabs (2) on the two external surfaces, and there are the partitioning brace rods (3) on the inner surface. Themultifunctional flute (4) is setup at the middle of the internal template, and the units of extension and connection (5) are setup between the adjacent internal templates. The channels (6) setup at the upper and lower sections of the multifunctional flute and the units of extension and connection are utilized to make the spray cementing and the internal template bond to become the wall body. The method provides the features of compact structure, lightweight, small volume, easy of construction. The quality of the wall reaches the national engineering standard. Thus, the method can be applied to building trades.

Description

1. Technical Field [0001] The invention relates to a partitioned hollow inner formwork for a building and a wall construction method thereof. It belongs to the technical field of building wall construction. 2. Background technology [0002] The structure and construction method of traditional block masonry are self-heavy, large in volume, reduce effective space, complicated construction technology, many supporting conditions, slow construction progress, low strength, poor quality, and increase the cost of building structure. It is gradually shrinking due to the constraints of ecological, environmental protection, building design requirements and industry regulations. [0003] In recent years, some wall technology reforms can partially change the traditional wall structure, such as steel grids, gypsum, coal steel slag, inorganic ore templates, etc., but the above materials and construction methods also have advantages and disadvantages. , Practicality is limited; if some walls are...

AI Technical Summary

Problems solved by technology

The base plate surface of this patented technology has small occlusal force, the cross-section of double-sided cement mortar connected by perforation on the surface is small, the cement slurry in the formwork is easy to void, the structural strength and shear strength of the wall are low, and the stress in the outer layer construction is not completely solved. Condition and overall structural problems on both sides, resulting in the failure to guarantee the flatness and strength quality of the wall

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