Working method of rapid bundling device for reinforcing steel bars a building

Abstract

The invention relates to the technical field of building construction, in particular to a working method of a rapid bundling device for reinforcing steel bars for a building. The rapid bundling devicecomprises a bottom plate, a controller, an external expansion mechanism, a longitudinal adjusting mechanism and transverse adjusting mechanisms; the external expansion mechanism comprises a driving assembly and two vertical plates; the longitudinal adjusting mechanism is arranged at the top of the bottom plate and is used for adjusting the installation heights of the reinforcing steel bars; the longitudinal adjusting mechanism comprises a jacking assembly and two limiting assemblies; the transverse adjusting mechanisms are arranged on the outer walls of the vertical plates and are used for adjusting the installation distances of the reinforcing steel bars; each transverse adjusting mechanism comprises two sliding rails, two locking assemblies and a plurality of clamping assemblies; and the driving assembly and the jacking assembly are electrically connected with the controller. According to the rapid bundling device and method for the reinforcing steel bars for the building as well asthe method, construction errors can be effectively avoided, the installation heights can be rapidly adjusted, the horizontal distances between the reinforcing steel bars can be accurately adjusted after the reinforcing steel bars are clamped, meanwhile, manual adjustment is not needed, time and labor are saved, and withdrawing is convenient after bundling.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a working method of a fast binding device for steel bars for building. Background technique [0002] The shear walls and supporting columns in modern building construction are often constructed by cast-in-place concrete. Before the construction of cast-in-place concrete, the reinforcement frame needs to be set. The reinforcement frame needs to be buried with the main steel bars first. After the main steel bars are buried The inner ends of the main steel bars are bundled with longitudinal steel bars to increase the stability of the concrete columns. [0003] When bundling the longitudinal steel bars, it needs to be adjusted to a suitable distance. The steel bar positioning fixture is usually used for binding the steel bars. The existing steel bar positioning fixture is to position and place the steel bars by slotting on the channel steel. This kind of fixture needs t...

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Problems solved by technology

[0007] 1. After the steel bars are placed on the fixture, during the actual binding, there is a situation that the installation height of the steel bars needs to be temporarily adjusted according to the actual situation of the construction site or when there are construction errors. However, the fixture structure in the above scheme is put into the locking clamp block. The rubber latches on the surface are locked, so it cannot be adjusted after being clamped. When there is a construction error, it cannot be compensated, and the practicability needs to be improved.

[0008] 2. Several steel bars on the same side can only be adjusted at the same time, and the spacing is set to be the same. Individual steel bars cannot be adjusted accurately. However, during construction, there are various situations, so precise adjustments cannot be made according to actual construction requirements.

[0009] 3. The two side support plates and the two supporting plates need to be manually adjusted to complete the binding work of the steel bars, which is time-consuming and laborious, resulting in low binding efficiency of the steel bars and the main steel bars

[0010] 4. The overall fixture is too large, and there is no sliding structure designed. After the steel bars are bundled, it is laborious to withdraw, which is not conducive to improving construction efficiency.

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