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Construction method of full-circle inclined shaft steel bar rapid positioning and binding trolley

A technology of steel bar binding and construction methods, applied in water conservancy projects, hydroelectric power stations, hydroelectric power generation, etc., can solve problems such as low construction efficiency, high construction labor intensity, and difficult positioning of steel bars, so as to improve construction accuracy, fast binding, and speed up The effect of construction efficiency

Active Publication Date: 2019-05-21
GEZHOUBA GRP NO 2 ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Scaffolding is often used from the bottom to the top as a support to bind steel bars on site. This kind of construction is labor-intensive, and it is difficult to ensure that the circumferential steel bars are perpendicular to the axis, difficult to locate the steel bars, difficult to ensure construction quality and accuracy, and low construction efficiency.

Method used

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  • Construction method of full-circle inclined shaft steel bar rapid positioning and binding trolley
  • Construction method of full-circle inclined shaft steel bar rapid positioning and binding trolley
  • Construction method of full-circle inclined shaft steel bar rapid positioning and binding trolley

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Embodiment Construction

[0036] A fast positioning and binding trolley for steel bars in a full-circle inclined shaft will be described in detail in conjunction with the accompanying drawings.

[0037] The present invention mainly realizes from the following aspects:

[0038] A trolley for quickly positioning and binding steel bars in a full-circle inclined shaft includes a frame beam 1, a polygonal ring beam 2, an adjusting screw 3, a circumferential steel bar positioning device 4, a longitudinal steel bar positioning plate 5, an operating platform 6, and a top stacking platform 7, Road wheel system 8, traction system 9.

[0039] The operation platform 6 is arranged around the frame beam 1, two are arranged on each floor. The operation platform is a retractable structure, which meets the requirements for the binding construction of inner and outer layers of steel bars. The platform is designed as an adjustable structure. The top unloading platform 7 is fixed on the front end of the frame beam 1 , wh...

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Abstract

The invention discloses a construction method of a full-circle inclined shaft steel bar rapid positioning and binding trolley. The invention solves the following problems: construction labor intensityis high, annular steel bars perpendicular to the axis are difficult to ensure, steel bar positioning is difficult, construction quality precision is difficult to ensure and construction efficiency islow. The full-circle inclined shaft steel bar rapid positioning and binding trolley is adopted as a force bearing jig frame of each layer of steel bar net, outer layer steel bar binding is completedfirstly, and then inner layer steel bar binding is completed. Each layer of reinforcing steel bars is accurately fixed in place by adopting circumferential reinforcing steel bars, and then the longitudinal reinforcing steel bars are accurately positioned and bound. After the steel bars are bound into a whole, the steel bars and the bed rock are tied, supported and fixed. According to the construction method, while accurate positioning and binding of the steel bars are achieved, the labor intensity is reduced, and the construction precision and efficiency are improved.

Description

technical field [0001] The invention relates to a construction method for binding steel bars in a full-circle inclined shaft of a diversion tunnel of a hydropower project. Background technique [0002] The second-lined concrete structural reinforcement of the inclined straight section of the water diversion tunnel of the hydropower project is designed as two layers of inner and outer layers. The arc reinforcement is perpendicular to the axis of the tunnel, and the longitudinal reinforcement is parallel to the axis of the tunnel and distributed evenly along the circumference. On site, scaffolding is often erected from bottom to top as a support for binding steel bars. This kind of construction is labor-intensive, and it is difficult to ensure that the circumferential steel bars are perpendicular to the axis, difficult to position steel bars, difficult to ensure construction quality accuracy, and low construction efficiency. Contents of the invention [0003] The object of t...

Claims

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Application Information

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IPC IPC(8): E02B9/02
CPCY02E10/20
Inventor 曾良红刘红岩饶昌福
Owner GEZHOUBA GRP NO 2 ENG
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