Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Construction method for deep canyon arch aqueduct arch ring hoisting single base rib closure

A technology for aqueducts and canyons, which is applied in the construction field of super-large concrete arch aqueduct arch rings in deep canyons. It can solve the problems of difficult hoisting control, large construction interference, and large floor area, so as to reduce construction interference, shorten construction period, and lift off the ground. The effect of large height difference

Inactive Publication Date: 2018-04-06
SINOHYDRO BUREAU 9
View PDF5 Cites 5 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] To build an arched aqueduct or an arch bridge in a canyon terrain, the traditional cantilever hoisting method of the arch ring is to set up two towers on the mountains on both sides of the canyon, and use the system of hoisting and buckling in one buckling tower, which is difficult to hoist; the arch box is divided into multiple boxes horizontally ( Separation) multi-base ribs are combined to form an arch, and wind cable stabilization measures must be installed during the hoisting process, resulting in large construction interference, more procedures, and complicated processes; The turning radius of the arch box with a large curve occupies a large area and the steering is relatively complicated

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Construction method for deep canyon arch aqueduct arch ring hoisting single base rib closure
  • Construction method for deep canyon arch aqueduct arch ring hoisting single base rib closure
  • Construction method for deep canyon arch aqueduct arch ring hoisting single base rib closure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0022] Such as Figure 1~3 As shown, the multi-segment hoisting and single-base rib closure construction method of the super-large reinforced concrete arch aqueduct arch ring in the deep canyon includes the following steps:

[0023] The first step is to set up the arch box prefabrication field 1 along the side of the valley bottom;

[0024] Step 2: Arrange two orbital gantry cranes in the prefabrication site for transporting the arch box segment, and arrange a rotating platform under the center line of the main cable as a lifting platform;

[0025] The third step is to use the mountains on both sides of the aqueduct to set ground anchors or low towers to anchor the main cable 2 and arrange cable cranes;

[0026] The fourth step is the layout of the anchorage structure of the back cable, including the arrangement of the buckle tower 3 and the anchorage structure 4 of the back cable;

[0027] In the fifth step, after the strength of the prefabricated arch box 5 meets the requi...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention discloses a construction method for deep canyon arch aqueduct arch ring hoisting single base rib closure. An arch box prefabricating yard is arranged along one side of a canyon bottom; double groups of fixed cable cranes are arranged on mountain bodies on two sides; juncture piers and pier tops are provided with steel structures to form combined buckling towers, suspension clasps areseparately arranged, and a bank slope back cable anchoring system is arranged; cross sections of arch boxes are wholly and longitudinally prefabricated in a multi-section way, a gantry crane transports arch box sections to the positions below main cables, double groups of cable cranes performs hoisting and installation after a rotation platform turns for about 900, and single base rib closure isachieved. By utilizing the double groups of fixed cable cranes arranged on the mountain bodies on two sides, the arch boxes rotate in the prefabricating yard in situ, the arch boxes are transversely and wholly not separated during prefabrication an are longitudinally prefabricated and hoisted in the multi-section way. Large-curve arch box rotating body fertility is not needed, and occupied area issaved. Transverse wind cables used in an arch box cantilever state are not needed, and construction interference is reduced. The boxes are not separated in the transverse direction, single base rib closure and aching are achieved, the working efficiency is greatly improved, and a construction period is shortened.

Description

technical field [0001] The invention relates to a construction method for an arch aqueduct arch ring, in particular to a construction method for an extra-large concrete arch aqueduct arch ring in a deep canyon. Background technique [0002] To build an arched aqueduct or an arch bridge in a canyon terrain, the traditional cantilever hoisting method of the arch ring is to set up two towers on the mountains on both sides of the canyon, and use the system of hoisting and buckling in one buckling tower, which is difficult to hoist; the arch box is divided into multiple boxes horizontally ( Separation) multi-base ribs are combined to form an arch, and wind cable stabilization measures must be installed during the hoisting process, resulting in large construction interference, more procedures, and complicated processes; The turning radius of the arch box with a larger curve occupies a larger area and the steering is relatively complicated. [0003] The Longchang aqueduct is a sup...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 王军罗忠明刘修海孙天忠王大勇令狐克阳刘超
Owner SINOHYDRO BUREAU 9
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products