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External ring beam constructional column expansion joint structure and construction method thereof

A technology of structural structure and construction method, applied in building structures, truss structures, columns, etc., can solve the problems of small deformation capacity, poor seismic performance, serious seismic damage, etc., to ensure common stress and prevent the stiffness of each layer. effect of mutation

Pending Publication Date: 2021-12-03
北京筑福国际抗震技术有限责任公司
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  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, due to the basic materials and connection methods of the masonry structure determine the structural brittleness, small deformation capacity, poor seismic performance and other shortcomings, the earthquake damage in previous earthquakes has been relatively serious

Method used

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  • External ring beam constructional column expansion joint structure and construction method thereof

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Embodiment Construction

[0024] The structure and construction method of the expansion joint structure of the structural column with the external ring beam, see figure 1 As shown, it includes an external ring beam 1, an external structural column 2, and an L-shaped anchor bar 3; the external structural column 2 is arranged on both sides of the expansion joint 8; The beam 1 is integrally poured to form a closed whole along the perimeter of the building; the additional structural column 2 and the original structure wall 5 are connected by an L-shaped anchor bar 3; the L-shaped anchor bar 3 in the wall anchor hole 4 The anchor grout is grouted with A-grade structural glue; the L-shaped anchor bar 3 is bound and poured together with the main bar of the structural column 6 and the stirrup bar of the structural column 7; Not less than C35; the structural column stirrups 7 are densely packed within the length of 500 mm above and below the floor (roof) slab, and the distance between them is not more than 100 ...

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Abstract

The invention relates to an external ring beam constructional column expansion joint structure and a construction method thereof. The external ring beam constructional column expansion joint structure comprises an external ring beam, external constructional columns and L-shaped anchor bars, wherein the external constructional columns are arranged on the two sides of an expansion joint, the external constructional columns on each side and the external ring beam are integrally poured to form a closed whole along the periphery of the building, the external constructional columns are connected with the original structure wall body through the L-shaped anchor bars, the anchor slurry of the L-shaped anchor bars in the anchor holes of the wall body is grouted by adopting A-grade structural adhesive, and the L-shaped anchor bars, constructional column main bars and constructional column stirrups are bound and poured together.

Description

technical field [0001] The invention relates to an expansion joint structural structure of an external ring-beam structural column and a construction method thereof, and belongs to the technical field of comprehensive transformation of existing buildings. Background technique [0002] At present, masonry structure houses are the main structural form in existing buildings in our country, accounting for more than 60% of civil buildings. However, due to the basic materials and connection methods of the masonry structure, the structural brittleness, small deformation capacity, and poor seismic performance have caused serious earthquake damage in previous earthquakes. Therefore, the research on the seismic reinforcement of masonry structures is an important problem to be solved in today's structural engineering. The most commonly used reinforcement method for masonry structures is the seismic reinforcement method using reinforced concrete ring beams, structural columns, and inte...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/68E04C3/20E04C3/34E04B1/38E04B1/58E04B1/98E04H9/02E04G23/02E04G21/02
CPCE04B1/68E04C3/20E04C3/34E04B1/58E04B1/5831E04B1/98E04H9/021E04G23/0218E04G21/02E04B1/388
Inventor 董有鞠树森
Owner 北京筑福国际抗震技术有限责任公司
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