A method for binding steel bars of coupling beams between prefabricated laminated slabs

Abstract

The invention discloses a binding method for connecting beam steel bars between fabricated laminated slabs and belongs to the technical field of heat preservation of buildings. The binding method comprises the steps that firstly, a temporary binding operation platform is erected on the side of a laminated slab span beam; next, a steel bar beam binding frame is erected on site on a beam-slab horizontal formwork; and then, a beam bottom bar, stirrups and beam side waist bars are bound on the steel bar beam binding frame firstly, by considering the mutually laminated and pressed sequence of longitudinal and transverse beams and anchoring of the beam bars arranged in a wall and a column, temporary fixing tool bars are adopted on the outer side of a beam skeleton, and the temporary fixing toolbars are dismantled after the laminated slabs are arranged in place and beam surface bars are arranged in place. According to the binding method for the connecting beam steel bars between the fabricated laminated slabs, the problem that the connecting beam steel bars between the fabricated laminated slabs are difficult to bind is solved, and construction can be directed.

Description

technical field [0001] The invention specifically relates to a method for binding steel bars of connecting beams between assembled laminated panels, and belongs to the technical field of building construction methods. Background technique [0002] With the acceleration of the construction industrialization process, prefabricated buildings have sprung up like mushrooms after rain. In the construction process of prefabricated buildings, the support system of laminated slabs is widely used. This system omits the formwork support in the horizontal direction, but the binding of the connecting beam reinforcement between the laminated slabs is much more troublesome than that of ordinary wood formwork, because the two sides of the laminated slabs The reinforcement inserted into the beam is reserved, and the reserved insertion reinforcement must all extend into the beam. Therefore, when binding the beam reinforcement, the stirrups and bottom reinforcement can only be bound and hoiste...

AI Technical Summary

Problems solved by technology

In the construction process of prefabricated buildings, the support system of laminated slabs is widely used. This system omits the formwork support in the horizontal direction, but the binding of the connecting beam reinforcement between the laminated slabs is much more troublesome than that of ordinary wood formwork, because the two sides of the laminated slabs The reinforcement inserted into the beam is reserved, and the reserved insertion reinforcement must all extend into the beam. Therefore, when binding the beam reinforcement, the stirrups and bottom reinforcement can only be bound and hoisted into the beam formwork, and then the gluten of the beam skeleton is bound.

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