System and method for reinforcing masonry structure by using cross wall and flat steel draw bar

A technology of masonry structure and flat steel, which is applied in the direction of building components, building structure, building maintenance, etc., can solve the problems of affecting the safety of residential use, easy corrosion of steel tie rods, and inconvenient use of residential buildings, so as to overcome the problems of easy rust and easy Affect the effect of room decoration and aesthetics, good seismic reinforcement, and guarantee of collaborative work

Inactive Publication Date: 2013-02-13
江西省坤泽建筑工程有限公司
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

However, this method also has certain defects: under the premise of meeting the earthquake resistance requirements, there are still steel tie rods inside the house, which affects the appearance, and some are cut off in the subsequent residential decoration, which seriously affects the safety of residential use.
Furthermore, steel tie rods are prone to rust in humid climates, and frequent maintenance is required, which brings inconvenience to residential use.

Method used

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  • System and method for reinforcing masonry structure by using cross wall and flat steel draw bar
  • System and method for reinforcing masonry structure by using cross wall and flat steel draw bar
  • System and method for reinforcing masonry structure by using cross wall and flat steel draw bar

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Embodiment Construction

[0039] Such as Figure 1-6 As shown, a masonry structure system reinforced with horizontal walls and flat steel tie rods of the present invention includes an inner longitudinal wall 5, an outer longitudinal wall 10 and a transverse wall 4, and the lower side of the floor slab or roof panel 9 on the transverse wall 4 is close to the wall A flat steel tie rod 1 is arranged horizontally on the surface, and the flat steel tie rod 1 is arranged in the ash trough on the wall. The two ends of the flat steel tie rod 1 are respectively provided with a flat steel support 2, and the flat steel support 2 at both ends are respectively arranged on the horizontal wall 4 In the slot 7 near the inner longitudinal wall 5 or outer longitudinal wall 10 at both ends; the flat steel support 2 is welded by two steel plates and the flat steel tie rod 1, wherein the first steel plate is provided with bolt holes, and the first The steel plate is vertically welded to the flat steel tie rod 1, the second...

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Abstract

The invention relates to a system and a method for reinforcing a masonry structure by using a cross wall and flat steel draw bars, and belongs to the field of seismic resistant reinforcement. An upper floor plate of the cross wall or the lower side of a roof board (close to the wall surface) is horizontally provided with the flat steel draw bars; two ends of the flat steel draw bars are respectively provided with flat steel supports; and the flat steel supports at two ends are respectively arranged in open slots at two ends of the cross wall, and are symmetrically pulled and combined through tension bolts. According to the structure system and the method thereof provided by the invention, the flat steel draw bars are utilized for replacing the steel draw bars in the conventional binding-type reinforcing method, flat steel is laid close to the walls and are protected by stainless mortar, and the defect that the steel draw bars are easy to rust is overcome; especially prestress tension is applied to the flat steel, so that the cooperative operation of the flat steel draw bars and a wall body is ensured, and the stress hysteresis phenomenon is reduced; and the flat steel draw bars have greater tension force than that of steel draw bars, so that the seismic resistant reinforcement effect is played relatively effectively.

Description

technical field [0001] The invention relates to a masonry structure system reinforced by horizontal walls and flat steel tie rods and a reinforcement method thereof, belonging to the field of seismic reinforcement. Background technique [0002] After the Tangshan earthquake in 1976, the masonry structure was comprehensively reinforced by the method of adding steel tie rods to the horizontal wall, commonly known as the bundled reinforcement method. After many earthquake tests, it is proved that this reinforcement method is very effective in preventing the structure from collapsing. It significantly increases the structural ductility, thereby avoiding the sudden collapse of the structure and increasing the safety and reliability of the building. At present, the comprehensive utilization and transformation of old houses is being carried out, among which seismic reinforcement is one of the important contents. More than 90% of the old residential buildings in our country are br...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/02E04B1/98
Inventor 董有赵恩平瞿翔鞠树森
Owner 江西省坤泽建筑工程有限公司
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