Integral building module structure

Abstract

An integral building module structure mainly comprises a plurality of single building modules with the same structures. The single building modules are in lap joint with one another. The integral building module structure is characterized in that each single building module mainly comprises a vertical beam plate and a slab; the slab is connected to the upper end edge of the vertical beam plate; the vertical beam plate and the slab are integrated to form an angular rack section shaped block; the outer side edge of a connection position of the upper end edge of the beam plate horizontally extends to form a shoulder; a notch groove of which the thickness is the same with that of the slab is formed in the shoulder; an end of the slab of each single building module is in lap joint into the notch groove in the shoulder of the adjacent single building module; an end of the slab of the last single building module is provided with an H-shaped single supporting beam which supports the slab; a long lower positioning groove is formed in the shoulder of each single building module; a long upper positioning groove is correspondingly formed in the bottom of the other end of the slab of each single building module and corresponds to the lower positioning groove of the single building module; and when the end of the slab of each single building module is in lap joint into the notch groove of the shoulder of the adjacent single building module, a complete positioning groove hole is formed between each lower positioning groove and the corresponding upper positioning groove.

Description

technical field [0001] The invention relates to an integrated building module structure for prefabricated beams and slabs, and belongs to the technical field of building prefabricated beams and slabs. Background technique [0002] With the development of the urbanization process, high-rise buildings are constructed rapidly. In order to meet the seismic safety requirements, the existing high-rise buildings mostly use reinforced concrete to cast the building frame as a whole, and then build a separation wall on the building frame. The frame structure of a building generally includes load-bearing walls, columns, beams and floor slabs, wherein the beams and floor slabs are mostly formed by one-time pouring of reinforced concrete into the formwork. [0003] At present, formwork is required to be constructed on site for one-time casting of beams and floors, and the following problems are faced during its use: First, because the formwork requires workers to measure and install it a...

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Problems solved by technology

[0003] At present, formwork is required to be constructed on site for one-time casting of beams and floors, and the following problems are faced during its use: First, because the formwork requires workers to measure and install it at the construction site, the operation is relatively complicated and the installation is cumbersome, and repeated operations and installations are often required. The construction efficiency is low and the labor cost is high; the second is that after the cast-in-place concrete beams and slabs are formed, the formwork needs to be removed. Some templates adopt lap joints, which have large seam gaps, low strength, poor bending rigidity and compressive capacity

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