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Selection method and anti-seismic cable system for anti-seismic cables used in masonry columns of ancient buildings

A technology of masonry columns and ancient buildings, applied in construction, building maintenance, building types, etc., can solve the problems of building body damage, lack of reinforcement effect, and no masonry structure

Active Publication Date: 2021-09-17
CHINA AVIATION PLANNING & DESIGN INST GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the applied prestress value needs to be strictly calculated. If the prestress value is not selected properly, not only the strengthening effect will not be achieved, but also the building body may be damaged.
[0005] However, the current calculation method of the prestress applied by the prestressed cables is aimed at reinforced concrete, which needs to be calculated according to the number and type of steel bars, and there is no calculation method for masonry structures

Method used

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  • Selection method and anti-seismic cable system for anti-seismic cables used in masonry columns of ancient buildings
  • Selection method and anti-seismic cable system for anti-seismic cables used in masonry columns of ancient buildings
  • Selection method and anti-seismic cable system for anti-seismic cables used in masonry columns of ancient buildings

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Embodiment Construction

[0044] Such as figure 1 As shown, the anti-seismic cable system is used for the anti-seismic reinforcement of the masonry column 1 in ancient buildings. The masonry column 1 is the top beam column. The backing plate 3, the middle part is hung on the upper surface of the U-shaped backing plate 3 and the two ends are anchored to the cable 5 on the fixed foundation; Some cushions should be placed on the inner side of the board 3 to avoid crushing the beam 2;

[0045] In this embodiment, the two ends of the cable 5 are anchored in the concrete foundation through the embedded plate with the anchor bar, and the cable 5 is hingedly connected with the embedded plate with the anchor bar through the lug plate and the pin shaft;

[0046] The cable 5 is connected with the U-shaped backing plate 3 through the fastener 4, and is slidably connected with the U-shaped backing plate 3 when the fastener 4 is loose, and is fixedly connected with the U-shaped backing plate 3 when the fastener 4 i...

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Abstract

The invention relates to the technical field of building construction, and discloses a selection method and an anti-seismic cable system for masonry columns of ancient buildings. By first selecting the cables according to the design experience, and then establishing a three-dimensional solid discrete element analysis model of the masonry column including the cables and solving it with the finite element method, the required cross-sectional area of ​​the cables placed on the top of the masonry columns can be judged And whether the value of the prestress that should be loaded is up to standard. It fills the gap in this field, enabling the cables to strengthen the seismic capacity of the masonry column while retaining the ductility of the masonry column. It can be applied to the reinforcement of ancient buildings and can be reinforced under the premise of minimal intervention and reversible principles of building repair and protection.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a method for selecting anti-seismic cables used for masonry columns of ancient buildings and an anti-seismic cable system. Background technique [0002] Reinforcement of buildings with prestressed cables is an emerging reinforcement scheme, which is especially suitable for ancient buildings. [0003] At present, the reinforcement of masonry ancient buildings in my country is mainly carried out by structural reinforcement, and reinforcement devices are embedded in the building body to reinforce the building. This method has serious flaws. Although it can enhance the safety performance of ancient buildings under normal loads and small earthquakes, it limits its inherent energy consumption capacity in abnormal natural disasters, such as major earthquakes. In the earthquakes, there were cases where the earthquake damage increased after the ancient buildings were reinfo...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02E04H9/02G06F30/13G06F119/14
CPCE04G23/02E04G23/0218E04H9/027G06F30/13G06F2119/14
Inventor 葛家琪刘鑫刚马伯涛刘金泰
Owner CHINA AVIATION PLANNING & DESIGN INST GRP
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