Overlapping assembling integrated basement of solid floor beam-column system

Abstract

Disclosed is an overlapping assembling integrated basement of a solid floor beam-column system. A basement bottom plate is a full cast-in-place concrete bottom plate or a prefabricated overlapping bottom plate. Basement side walls are prefabricated overlapping sandwich walls. A plurality of cast-in-place columns are arranged in the middle of the basement and provided with overlapping beams. A basement top plate and minus n layers adopt prefabricated overlapping solid slabs, wherein n is a natural number. The prefabricated overlapping solid slabs, prefabricated overlapping sandwich wall tops of the side walls and the overlapping beams on the cast-in-place columns are connected into a whole through casting in place. The advantages that prefabrication in a factory is good in quality, high in speed, high in efficiency, good in environment protection performance, good in cast-in-place integrity and high in structure strength are given into pull play, the defects are overcome, advantages are enhanced and disadvantages are avoided. Module-free construction on site is realized, the earth volume is small, the labor cost and material cost are low, the construction speed is high, quality is controllable, environment pollution is avoided, and the technical performance is excellent.

Description

technical field [0001] The invention belongs to the technical field of construction engineering, and particularly relates to a superimposed and assembled integral basement of a solid floor beam-column system. Background technique [0002] As we all know, traditional basement projects all use cast-in-place concrete structures, which requires excavation of sufficiently large underground foundation pits to ensure large-scale construction such as on-site raw material stacking, concrete transportation, formwork support, pouring, vibrating, maintenance, and folding. Operating space, so the amount of earthwork excavation is large, and the amount of backfill is also large. Since all the work is done on site, all wall panels and roof panels must be equipped with formwork, and the formwork cannot be removed until the concrete has fully reached its strength. Therefore, the demand for formwork and scaffolding is large, the construction period is long, and the labor is large. All raw mat...

AI Technical Summary

Problems solved by technology

Since all work is done on site, all wall panels and roof panels must be equipped with formwork, and the formwork cannot be removed until the concrete has fully reached its strength. Therefore, the demand for formwork and scaffolding is large, the construction period is long, and the labor is large. It is transported to the site in bulk, polluting the environment, causing waste of raw materials, high labor costs, and the manual vibrating operation of concrete pouring on site is difficult and demanding, and if the vibration is not solid, there will be hidden dangers of water leakage

In addition, the quality of cast-in-place concrete is uncontrollable, the curing conditions are poor, and the possibility of micro-cracks in the concrete is high. Later, rainwater will leak through micro-cracks, which will affect the quality of the building.

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