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Adobe house reinforcing and reconstructing method

A technology of adobe houses and structural columns, which is applied in building construction, building maintenance, construction, etc., can solve the problems of unfavorable restoration of the original appearance of the building, high construction costs, and high reinforcement costs, achieving significant reinforcement effects, low construction costs, and The effect of small structural damage

Inactive Publication Date: 2020-01-14
ANHUI UNIVERSITY OF ARCHITECTURE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] At present, most of the adobe dilapidated houses are reinforced with steel structure support, the reinforcement cost is high, the structure is damaged greatly, the construction cost is high, and it is not conducive to restoring the original appearance of the building. Therefore, the inventor combined various factors and proposed a reinforcement and reconstruction method for adobe houses

Method used

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  • Adobe house reinforcing and reconstructing method
  • Adobe house reinforcing and reconstructing method
  • Adobe house reinforcing and reconstructing method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Example 1: Please refer to Figure 1-7 , an adobe house reinforcement method, comprising the steps of:

[0038] Step 1: Carve vertical grooves 2 on both sides of the walls at the corner of the outer wall 1 of the adobe house, and arrange vertical longitudinal ribs 3-1, and drill holes in the wall of the vertical groove 2 to form structural column hoops Reinforcement drilling 3-3, and utilize structural column stirrup drilling 3-3 to arrange structural column stirrup 3-2, form structural column reinforcement skeleton 3;

[0039] Step 2: Carve grooves 7 horizontally on both sides inside and outside the top of the exterior wall 1. The transverse grooves 7 extend to the bottom of the gable 6 of the exterior wall 1 and penetrate through them. Drill holes at the wall to form the ring beam stirrup drilling 8-3, and utilize the ring beam stirrup drilling 8-3 to arrange the ring beam stirrup 8-2; form the ring beam reinforcement skeleton 8;

[0040] Step 3: Cut grooves on the ...

Embodiment 2

[0050] This embodiment adds the following technical features on the basis of Embodiment 1:

[0051]Before step 5, formwork is placed at the top of the gable 6 at the purlin 4 and the concrete baffle 5 is poured to limit the downward displacement of the purlin 4 for stably supporting the roof 11 .

[0052] The slope direction beam stirrup 10 - 2 corresponding to the preset position of the concrete baffle 5 on the gable 6 extends upwards to form the reinforcement of the concrete baffle 5 and improve the strength of the concrete baffle 5 .

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Abstract

The invention discloses an adobe house reinforcing and reconstructing method. The method comprises the following steps that 1, vertical notch grooves are formed in the inner and outer sides of two side wall bodies at rotating corners of an outer wall of an adobe house, vertical longitudinal bars are arranged, holes are drilled in vertical notch groove walls to form structure column stirrup drilledholes, structure column stirrups are arranged by means of the structure column stirrup drilled holes, and a structure column reinforcing bar skeleton is formed; 2, transverse notch grooves are formedin inner and outer sides of the top of the outer wall, the transverse notch grooves extend to the bottom of the gable wall of the outer wall and are connected, transverse longitudinal bars are arranged inside the transverse notch grooves, ring beam stirrup drilled holes are formed in drilled holes in the wall body with the transverse notch grooves, and ring beam stirrups are arranged by means ofthe ring beam stirrup drilled holes; structure columns and ring beam grooves are constructed in notch grooves in the existing wall body, the stirrups are arranged by means of the drilled holes, afterform erection and concrete pouring, the integrated wall clamping type structure columns and ring beams are formed, a stable supporting system is formed, the strength, rigidity and stability of the adobe house are improved, in addition, the plastering thickness is reserved in the notch grooves, and plastering is facilitated so that the original appearance of buildings is recovered.

Description

technical field [0001] The invention belongs to the technical field of renovation of dilapidated houses, and in particular relates to a method for strengthening and rebuilding an adobe house. Background technique [0002] At present, there are still a large number of adobe houses in rural areas of our country. This kind of house is built with mud and has a good effect on thermal insulation. It is warm in winter and cool in summer, and is deeply loved by the older generation in rural areas. Moreover, the construction cost is low, local materials are obtained, and the construction process is simple. However, as time goes by, adobe houses will also have problems such as component damage. Therefore, adobe houses are prone to damage and even collapse during earthquakes and rainy periods, resulting in loss of personnel and property. Moreover, most of the traditional domestic adobe houses are surrounded by simple rammed earth walls, while the roof structures are mostly wooden stru...

Claims

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Application Information

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IPC IPC(8): E04G23/02
CPCE04G23/0218
Inventor 储晓芳李大华裴宝家王国升潘磊
Owner ANHUI UNIVERSITY OF ARCHITECTURE
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