Anti-cracking and anti-collapse structure for newly built enclosing wall at alpine-cold region

A fence technology in alpine regions, applied to fences, buildings, building types, etc., can solve problems such as differences in water content, wall tilting, collapse, etc., and achieve the effect of simple structure and easy construction

Inactive Publication Date: 2013-01-30
JINCHEN GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

After such problems occur, even if the damaged walls are torn down, strengthened and rebuilt, the same problem may still occur in the coming year, and this problem has always plagued people in alpine regions
If there are differences in the geological conditions of the foundation where the new fence is located, it will inevitably result in a difference in water content. After the foundation freezes, due to the unequal expansion, the external expansion force will be unequal, and the enclosure will inevitably produce cracks under the unequal external expansion force. In severe cases, it may even cause the wall to tilt or collapse
In order to overcome the above problems, the method of deepening the foundation is usually adopted in the alpine region to avoid the "flouring" of the foundation of the newly built fence. Although the existing technology is effective, it still cannot completely solve the problem of stress cracks in the fence

Method used

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  • Anti-cracking and anti-collapse structure for newly built enclosing wall at alpine-cold region
  • Anti-cracking and anti-collapse structure for newly built enclosing wall at alpine-cold region

Examples

Experimental program
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Effect test

Embodiment 1

[0015] figure 1 The shown application is to build a new fence anti-crack and anti-fall structure in an alpine region, which includes a wall body 1, a wall pile 2, a bottom beam 3, a sand layer 4, a base 5 and a foundation 6. The wall 1, the wall pile 2 and the base 5 are all built-in structures, which are constructed and manufactured on site. The bottom beam 3 is a reinforced concrete prefabricated part, and its cross-sectional shape is rectangular. Base 5 is built in the foundation among the present invention, and its depth h 1 =1500mm~2000mm, the specific depth value is mainly determined according to the geological conditions of the foundation 6. If the geological conditions are good, the foundation 6 slab will take a small value, and if the geological conditions are poor, if the foundation 6 is soft or inconsistent, then a large value will be taken. poor condition, h 1 The value is 2000mm. The base 5 is in the shape of a square frustum with four sides. The main body is ...

Embodiment 2

[0017] figure 2 It is a schematic structural diagram of Embodiment 2 of the present invention, figure 2 same figure 1 The structure of the shown embodiment 1 is the same, only the shape of the bottom beam 3 is different. In this embodiment, the bottom beam 3 is an upwardly convex arc beam, and its function is similar to that of a straight beam, which has better load-bearing capacity. However, the downward side of the bottom beam 3 is not parallel to the foundation 6, and the side starts from the upper surface of the foundation 6, and the distance between the middle arc top and the upper surface of the foundation 6 is the largest. In this embodiment, the bottom beam is used because of the good geological conditions of the foundation 6. The vertical distance h between the middle part of 3 and the upper surface of foundation 6 2 =100mm, base 5 is built in foundation 6, its depth h 1 =1500mm, the thickness h of the sand layer 4 between the base 5 and the side of the foundatio...

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Abstract

The invention discloses an anti-cracking and anti-collapse structure for a newly built enclosing wall at an alpine-cold region, and the structure provided by the invention comprises a wall body, wall piers, a bottom beam, a sand layer, a base and a foundation. The wall body, the wall piers and the base are in built structures. The bottom beam is a reinforced concrete prefabricated part and the bottom beam is a straight rod beam or a circular arc beam. The base is built in the foundation with hewn stone, mortar and asphalt are plastered on the periphery for constituting a waterproof layer, thesand layer is arranged between an asphalt layer and the foundation for separating and constituting a stress absorption structure, the bottom beam is erected at the bottom ends of the two adjacent wall piers on the same horizontal line, a certain distance is reserved between the bottom surface of the middle part of the bottom beam and the upper surface of the foundation, and the wall body and the wall piers are synchronously built on the bottom beam and the base respectively. The wall body is directly built on the bottom beam, even the foundation is iced and external expansion force is generated, the external expansion force can not be acted on the wall body, and the wall body can not generate stress cracks and can not even been pushed over by stress, so that the newly built enclosing wallis firm and has no possibility of repair and reconstruction in the following year.

Description

technical field [0001] The invention relates to a building structure, in particular, the invention relates to an anti-crack and anti-fall structure for newly built walls in alpine regions. Background technique [0002] The fence is a kind of non-load-bearing building, and its basic structure requirements are relatively simple during construction. As long as the ground is solid, a conventional foundation with a depth of several hundred millimeters is sufficient to meet the structural strength requirements. Building construction in alpine regions usually avoids the cold winter. As long as the construction is carried out in accordance with the building codes during other periods, the built walls will fully meet the quality requirements and will not crack or collapse on their own. In reality, after the first winter, the newly built walls in alpine regions will always have some cracks, and in severe cases, the walls may even tilt or collapse. After this type of problem occurs, e...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04H17/00
Inventor 郭如海李焕军刘斌
Owner JINCHEN GROUP
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