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Water stopping method for civil engineering foundations

A civil engineering and water-stopping technology, applied in infrastructure engineering, construction, sheet pile wall, etc., can solve the problem of high cost

Inactive Publication Date: 2019-06-25
薛思源
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  • Abstract
  • Description
  • Claims
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Also very expensive

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  • Water stopping method for civil engineering foundations

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Embodiment Construction

[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0019] see figure 1 , the present invention provides a water-stop method for civil engineering foundations, the construction process of which is: (A) using a hole-forming machine to form holes in the ground; The water filling material is driven into the ground to form a water-stop pile; (C) Repeat the operations of steps (A) and (B) as required to make the water-stop piles overlap each other or the water-stop piles overlap with other water-proof boundaries, F...

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Abstract

The invention discloses a water stopping method for civil engineering foundations, and belongs to the technical field of water stop in civil engineering. The water stopping method is characterized bycomprising the following steps: (A) forming a hole in a stratum by using a pore-forming machine according to geological conditions; (B) sequentially loading water-stopping fillers into the hole, and hammering or pressing the water-stopping fillers into the stratum by a hammer, and squeezing the water-stopping fillers into gaps of the stratum or replacing a water seepage stratum to form a water-stopping pile around the hole; and (C) repeating the operation of steps (A) and (B) as needed to make the adjacent water-stopping piles be in overlap butt with each other or make the water-stopping pilesbe in overlap butt with other water-resisting edges to form a continuously closed water-stopping belt, so that the purpose of preventing groundwater seepage is achieved. The method disclosed by the invention has the advantages of simple construction, reliable water stop and low construction cost, is suitable for various strata, and has remarkable effects in water stopping construction especiallyin a gravel layer, a rubble layer and a pebble layer.

Description

technical field [0001] The invention relates to a water-stopping method for a civil engineering foundation, more specifically, it relates to a water-stopping method for a civil engineering foundation which is mainly used in the water-stopping construction of the side wall of the foundation pit or the construction of groundwater leakage plugging in the civil engineering. Background technique [0002] The current water-stopping methods for the side wall of the foundation pit in civil engineering mainly include the deep mixing pile method, the high-pressure jet method, the grouting method, the underground diaphragm wall method, and the steel sheet pile method. [0003] The deep mixing pile method is to mix and inject cement slurry or cement powder and soil to form piles while stirring, and to achieve the purpose of water stop by lapping piles. This method is simple in construction, widely used, and relatively expensive. But this method is only suitable for soft soil and loose ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/18E02D5/18E02D5/36
Inventor 薛思源张利董方圆
Owner 薛思源
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