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
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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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