Construction method based on high-altitude suspension steel cable bridge
The invention discloses a construction method based on a high-altitude suspended steel cable bridge, and relates to the technical field of buildings, and the construction method comprises the following steps: S10, temporarily reinforcing a stress layer structure at a position where a connecting brid...
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Main Authors | , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
17.11.2023
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Subjects | |
Online Access | Get full text |
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Abstract | The invention discloses a construction method based on a high-altitude suspended steel cable bridge, and relates to the technical field of buildings, and the construction method comprises the following steps: S10, temporarily reinforcing a stress layer structure at a position where a connecting bridge is mounted so as to ensure the structural strength and stability of the position where the connecting bridge is mounted; s20, pre-embedded components and sliding rails are installed, and temporary positioning and supporting are conducted on the bottoms of the splicing sections; s30, components of the connecting bridge segments at the two ends of the connecting bridge are slid, installed and positioned through lifting equipment; s40, in the middle double-machine lifting part, components of the middle section of the connecting bridge are subjected to ground welding, polishing and paint brushing, and meanwhile temporary fixing lug plates are welded; s50, overall lifting work is conducted on the middle section of th |
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AbstractList | The invention discloses a construction method based on a high-altitude suspended steel cable bridge, and relates to the technical field of buildings, and the construction method comprises the following steps: S10, temporarily reinforcing a stress layer structure at a position where a connecting bridge is mounted so as to ensure the structural strength and stability of the position where the connecting bridge is mounted; s20, pre-embedded components and sliding rails are installed, and temporary positioning and supporting are conducted on the bottoms of the splicing sections; s30, components of the connecting bridge segments at the two ends of the connecting bridge are slid, installed and positioned through lifting equipment; s40, in the middle double-machine lifting part, components of the middle section of the connecting bridge are subjected to ground welding, polishing and paint brushing, and meanwhile temporary fixing lug plates are welded; s50, overall lifting work is conducted on the middle section of th |
Author | TIAN TIAN XU QINGYAN CHEN GUOXIU LOU ZHENGRONG SONG GAOQING LI MIN JI XIAOLONG TAN JIANPING DONG XIN |
Author_xml | – fullname: TAN JIANPING – fullname: LOU ZHENGRONG – fullname: CHEN GUOXIU – fullname: LI MIN – fullname: TIAN TIAN – fullname: JI XIAOLONG – fullname: DONG XIN – fullname: XU QINGYAN – fullname: SONG GAOQING |
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DocumentTitleAlternate | 一种基于高空悬拉钢索桥的施工方法 |
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Notes | Application Number: CN202310833595 |
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Snippet | The invention discloses a construction method based on a high-altitude suspended steel cable bridge, and relates to the technical field of buildings, and the... |
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SubjectTerms | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS |
Title | Construction method based on high-altitude suspension steel cable bridge |
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