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Method for mounting spherical rib-ring-shaped rope vault structure by geometric method

A cable dome, rib ring technology, applied in the direction of roof, building components, building structure, etc., can solve problems that are difficult to master and require high computing technology, and achieve the effect of clear concept

Active Publication Date: 2010-06-09
SHENGYUAN GROUP +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing construction methods have relatively high calculation technical requirements, and it is difficult for ordinary technicians to master them. Therefore, the present invention provides a geometric method for cable dome construction. The concept is clear and the method is simple, which can be used by ordinary technicians.

Method used

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  • Method for mounting spherical rib-ring-shaped rope vault structure by geometric method
  • Method for mounting spherical rib-ring-shaped rope vault structure by geometric method
  • Method for mounting spherical rib-ring-shaped rope vault structure by geometric method

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Embodiment Construction

[0020] The method of installing the spherical rib ring cable dome structure with the geometric method is: firstly, the ridge cable 1 is connected and suspended on the compression ring beam 2, and then the ridge cable 1 is connected with one end of the central vertical compression rod 3, and the lower part is a temporary installation scaffold 4, and Lift the central vertical strut 3 to the design elevation, and its elevation point is the apex elevation of the cable dome, then one end of the central oblique cable 7 is connected to the ridge cable 1, and the other end of the central oblique cable 7 is connected to the other end of the central vertical strut 3, and then From the inside to the outside, connect one end of the vertical compression rod 5 with the ridge cable 1, the ring cable 6 with the other end of the vertical compression rod 5, one end of the diagonal cable 8 with the ridge cable 1, and the other end of the diagonal cable 8 with the other end of the vertical compress...

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PUM

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Abstract

The invention discloses a method for mounting a spherical rib-ring-shaped rope vault structure by a geometric method. The method comprises the following steps: firstly, connecting and suspending a dorsal rope to a pressed ring beam; secondly, connecting the dorsal rope and one end of a central vertical pressure lever of which the lower part is provided with a temporary mounting scaffold, jacking the central vertical pressure lever to a designed elevation of which the elevation point is the vertex elevation of the rope vault; thirdly, connecting one end of a central oblique rope to the dorsal rope, and connecting the other end of the central oblique rope to the other end of the central vertical pressure lever; fourthly, connecting one end of the vertical pressure lever and the dorsal rope, connecting a ring rope and the other end of the vertical pressure lever and connecting one end of the oblique rope and the dorsal rope ring by ring from inside to outside, connecting the other end of the oblique rope, the other end of the vertical pressure lever and the ring rope, and jacking the vertical pressure lever; and finally, tensioning an edge oblique rope, and anchoring the edge oblique rope to the pressed ring beam. The construction method for the rope vault structure only needs to tension the oblique ropes, and can perform mounting according to the numerical values in a table given by the invention so that the structure of the primary extremely-high construction technology can be popularized universally.

Description

technical field [0001] The invention relates to the field of construction, in particular to a method for installing a spherical rib ring type cable dome structure using a geometric method. Background technique [0002] The Cable Dome structure is a new type of pre-tensioned long-span structure realized after the American engineer Geiger developed and promoted Fuller’s tensioned overall thought. It embodies Fuller’s idea that "the island of pressure exists in the ocean of tension". It is a full tension system with extremely high structural efficiency. Among them, the Costa del Sol Dome in St. Petersburg, Russia (210m in diameter), the Olympic Stadium in Seoul, South Korea (119.8m in diameter), and the Georgia Dome (elliptical area: 240.79m×193.02m), the main stadium of the Atlanta Olympic Games in the United States, are the most eye-catching. However, the existing construction methods require relatively high calculation techniques and are difficult for ordinary technicians t...

Claims

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Application Information

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IPC IPC(8): E04B7/08
Inventor 历明山吴慧王斌俞章林王昌洪张成高博青
Owner SHENGYUAN GROUP
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