Geotextile bag shock absorption and vibration isolation building foundation, and construction method and application thereof

A geotechnical bag and foundation technology, which is applied in the direction of basic structure engineering, construction, protection devices, etc., can solve the problems of poor vertical shock absorption effect and high price, and achieve good shock absorption and isolation effect, good effect and simple construction Effect

Active Publication Date: 2011-12-14
HOHAI UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the vertical shock absorption effect of the above-mentioned shock isolation and energy dissipation devices is not good enough, and the price is too high, so it is difficult to popularize and apply them in ordinary buildings, especially in the foundations of middle and low-rise buildings in cities and towns.

Method used

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  • Geotextile bag shock absorption and vibration isolation building foundation, and construction method and application thereof
  • Geotextile bag shock absorption and vibration isolation building foundation, and construction method and application thereof
  • Geotextile bag shock absorption and vibration isolation building foundation, and construction method and application thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0024] Example 1: A geotechnical bag shock absorption and isolation building foundation

[0025] A foundation pit of 1.2m×1.2m×1.2m is excavated on the ground floor directly below the pillars of the building (50cm×50cm), and 40cm×40cm geo bags are arranged in a criss-cross pattern and laid in 8 layers, each layer is pressed with a roller compactor The gap between the solid and geotextile bags is filled with excavated soil to form a geotextile pier-shaped foundation. Three layers of geotextile bags are laid under the load-bearing wall of the building, arranged in a criss-cross pattern and compacted to form a geotextile bag strip foundation. Three layers of geotextiles are laid on the entire foundation surface of the building, arranged in a criss-cross pattern and compacted to form a geotextile raft foundation, and a layer of reinforced concrete floor is poured on the top surface of the raft foundation.

Embodiment 2

[0026] Embodiment 2: a kind of construction method of geotextile bag shock absorption and isolation building foundation, and its construction steps are as follows:

[0027] A. First, put the foundation soil excavated from the construction site into a 40cm×40cm woven bag, and tie the bag mouth to form a geotechnical bag for use;

[0028] B. Excavate a foundation pit with a depth of 1.2m×1.2m×1.2m under the building column according to the upper load of the building and foundation conditions, and the surface of the foundation pit is compacted by a rolling machine;

[0029] C. place the geotextile bag of step A in the foundation pit layer by layer in a criss-cross arrangement, roll it layer by layer with a rolling machine, and fill the gap between the geotextile bags with the excavated foundation soil;

[0030] D. Layer-by-layer construction according to the method of step C, laying 8 layers of geotextile bags to form a geotechnical bag pier-shaped foundation;

[0031] E. After ...

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Abstract

The invention provides a geotextile bag shock absorption and isolation building foundation and a construction method thereof. The foundation consists of a geotextile bag, geotextile bag pier foundation, a geotextile bag strip foundation, a geotextile bag raft foundation and a terrace, wherein geotextile bags are horizontally and longitudinally staggered and stacked layer by layer under the terrace in the sequence of the pier foundation under the column, the strip foundation under the wall and the raft foundation under the house of the building foundation; and clearances among the geotextile bags are filled up and tamped; and reinforced concrete or other material protective layer and the like is spread on the terrace. When an earthquake happens, earthquake waves are reflected and refractedbetween the insides of the geotextile bags and the geotextile bags; and the flexible deformation of the geotextile bags and the friction movement among soil particles inside the geotextile bags as well as the friction diastrophism among the geotextile bags consume the energy of the earthquake waves, and the earthquake waves are isolated due to the discontinuity among the geotextile bags. The method has the advantages of good shock absorption and vibration isolation effects, simple construction, economy, and remarkable economic and social benefits.

Description

technical field [0001] The invention relates to a shock-absorbing and seismic-isolating building foundation and its construction method and application, in particular to a geotechnical bag shock-absorbing and seismic-isolating building foundation and its construction method and application. Background technique [0002] Seismic isolation and energy dissipation of existing buildings are basically based on setting a seismic isolation layer between the upper structure of the building and the foundation to prolong the natural vibration period of the entire structural system, increase the damping, and reduce the seismic energy input to the superstructure. Meet the expected shock resistance requirements. At present, rubber isolation bearings and damping devices are widely used at home and abroad. However, the above-mentioned seismic isolation and energy dissipation and shock absorption devices have insufficient vertical shock absorption effect and high price, so it is difficult t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D27/34E02D31/08
Inventor 刘斯宏王艳巧胡晓平李亚军
Owner HOHAI UNIV
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