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Manufacturing method of reinforcing steel bar component of super large variable cross-section cable pylon

A manufacturing method and a technology of variable cross-section, applied to wire netting, bridge parts, erecting/assembling bridges, etc., can solve the problems of difficult control of precision, too many joints, and difficult assembly, so as to reduce man-hours, simplify the assembly process, and improve the manufacturing method. simple and efficient effect

Active Publication Date: 2019-01-11
CCCC SECOND HARBOR ENG +1
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AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to solve the problems of too many joints, difficult assembly, and difficult control of precision in the application of traditional steel bar parts manufacturing methods to multi-edge variable-section steel bar parts in the above-mentioned background technology, and to provide a super-large variable-section cable tower steel bar Parts production method

Method used

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  • Manufacturing method of reinforcing steel bar component of super large variable cross-section cable pylon
  • Manufacturing method of reinforcing steel bar component of super large variable cross-section cable pylon
  • Manufacturing method of reinforcing steel bar component of super large variable cross-section cable pylon

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Embodiment Construction

[0042] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0043] Such as Figure 1-11 , the cross-section of the variable-section cable tower of this embodiment is an octagonal structure, and the bottom is larger and the top is smaller. In this embodiment, the half-ring steel mesh is made by two bending methods, and then the two half-ring steel mesh are welded together to form a ring-shaped steel mesh, and then the multi-layer ring-shaped steel mesh is bound and fixed together. Form the reinforcement part corresponding to the pylon of this node.

[0044] Such as Figure 1~5 As shown, the specific construction steps of the axial bending process of the present embodiment are as follows: 1. figure 1 As shown, the stirrups 1 are arranged on the horizontal binding table along the horizontal direction (the horizontal direction of this embodiment refers to the horizontal direction of the plane o...

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Abstract

The invention relates to a manufacturing method of a cable tower reinforcement skeleton, in particular to a reinforcing steel bar component of a super large variable cross-section cable pylon. The manufacturing method includes the steps: arranging stirrups horizontally and horizontally according to the designed spacing, binding the longitudinal bars arranged along the horizontal longitudinal direction on the stirrups according to the designed spacing, bending the stirrups at the intersection of the stirrups and the bending edge along the axial direction and the circumferential direction of thebending edge respectively, so as to form a ring corresponding to the lower large and upper small variable cross-section reinforcing bar mesh of the cable tower structure, sequentially nesting the reinforcing bar mesh of different sizes corresponding to the same segment of the cable tower according to the flow chart, and binding and fixing the reinforcing bar mesh into a complete section of reinforcing bar parts through the bracing hook bars; the bending edge finger stirrup corresponds to the connecting line of the points of the same vertical edge of the cable tower. The manufacturing method of the invention is simple and efficient, greatly improves the precision degree of the reinforcing steel bar components, reduces the man-hour of welding construction, improves the efficiency of assembling construction, and has great popularization value.

Description

technical field [0001] The invention relates to a method for manufacturing a steel bar skeleton of a cable tower, in particular to a method for making a steel bar part of a super-large variable-section cable tower. Background technique [0002] Transportation is the artery of the national economy, and bridges are an indispensable and important part of transportation facilities. In the past ten years, with the development of the national economy, the advancement of science and technology, the improvement of industrial levels, the emergence of new building materials, construction technology With continuous innovation, design theory and calculation methods have advanced by leaps and bounds, and bridge engineering has also developed rapidly. In order to overcome the obstacles of high mountains, deep valleys and vast waters, higher and higher requirements are put forward for the length and span of bridges. In the construction of cable-stayed bridges and suspension bridges, the br...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D19/14B21F27/20
CPCB21F27/20E01D19/14E01D21/00
Inventor 张鸿杨秀礼张永涛翟世鸿陈鸣程茂林涂同珩朱明清夏昊徐杰华晓涛刘修成孟奎吴中正李涛管政霖
Owner CCCC SECOND HARBOR ENG
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