Flexible connection device for masonry filler wall and main body frame and building method of filler wall

A main frame, flexible connection technology, applied in buildings, building components, building structures, etc., can solve problems such as structural performance impact, and achieve the effects of enhanced seismic performance, simple and fast construction, and good integrity

Inactive Publication Date: 2016-06-08
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] In view of the above-mentioned existing technical problems, the present invention provides a flexible connection device between a masonry infill wall and a main frame and a masonry method thereof to solve the stiffness contribution of the masonry infill wall to the main structure and the impact of the settlement deformation of the masonry infill wall on the structure. performance impact

Method used

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  • Flexible connection device for masonry filler wall and main body frame and building method of filler wall
  • Flexible connection device for masonry filler wall and main body frame and building method of filler wall
  • Flexible connection device for masonry filler wall and main body frame and building method of filler wall

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Embodiment

[0037] Example: such as figure 1 As shown, the present invention is a flexible connection device between a masonry infill wall and a main frame, including a connector A1 that can be pre-embedded in the main frame and a connector B2 connected with the connector A; figure 2 As shown, the connector A is formed by setting four symmetrical L-shaped anchor ribs 1-2 on one side of the vertical plate 1-1; image 3 As shown, the connector B has a U-shaped bayonet 2-1 that can clamp the filling wall 4, and a horizontal plate 2-2 is provided at the bottom of the U-shaped bayonet 2-1, and two symmetrical pull-outs are arranged on the horizontal plate. Knot hole 2-3, the vertical plate of connector A is welded to the bottom plate of U-shaped bayonet 2-1 of connector B on site.

[0038] The horizontal plate 2-2 is welded with the U-shaped bayonet, the width of the horizontal plate is 20mm-30mm, and the length of the horizontal plate is the same as the width of the U-shaped bayonet.

[00...

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Abstract

The invention discloses a flexible connection device for a masonry filler wall and a main body frame and a building method of the filler wall and belongs to the technical field of buildings. The flexible connection device comprises a connecting piece A capable of being embedded in the main body frame and a connecting piece B connected with the connecting piece A, wherein the connecting piece A is formed by arranging four symmetric L-shaped anchoring ribs on one side of a vertical plate, the connecting piece B is provided with a U-shaped clamping port capable of clamping the filler wall, a transverse plate is arranged at the bottom of the U-shaped clamping port, two symmetric tie holes are formed in the transverse plate, and the vertical plate of the connecting piece A is connected with a bottom plate of the U-shaped clamping port of the connecting piece B through on-site welding. The filler wall built by the aid of the connection device is firmly connected with the main body frame; a frame column is separated from the filler wall, mutual action between the frame column and the filler wall is blocked, the rigidity contribution of the filler wall to the concrete main body structure is eliminated, and the technical problem of the settlement effect on the main body structure due to building of the filler wall is thoroughly solved.

Description

technical field [0001] The invention belongs to the technical field of construction, in particular to a flexible connection device for a masonry filling wall and a main frame and a masonry method thereof. Background technique [0002] The rigid connection of frame-filled walls mainly refers to measures such as increasing the strength of components or increasing the connection between components, and resisting the impact of earthquakes by improving the integrity of the structure and other properties. Its biggest disadvantage is: the sticking of columns and infill walls locally changes the stiffness distribution or sudden change of the frame structure, forms a weak layer, and changes the deformation shape of the corresponding columns; in the earthquake, the rigidly connected infill walls themselves The damage is serious, and at the same time, it has an adverse effect on the main components of the structure and the overall performance of the structural system. [0003] When th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/38E04G21/00E04B1/98
CPCE04B1/98E04G21/00E04B1/388
Inventor 徐春一余希高连玉张延年
Owner SHENYANG JIANZHU UNIVERSITY
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