Pebble stratum deep and large foundation pit underground diaphragm wall retaining wall slurry and preparation method thereof

Abstract

The invention relates to the field of building construction, and provides pebble stratum deep and large foundation pit underground diaphragm wall retaining wall slurry. The pebble stratum deep and large foundation pit underground diaphragm wall retaining wall slurry is prepared from, by weight, 1,000 parts of water, 75-85 parts of bentonite, 3-5 parts of sodium carbonate and 0.5-1.5 parts of sodium polyacrylate. The invention further provides a preparation method of the pebble stratum deep and large foundation pit underground diaphragm wall retaining wall slurry. The pebble stratum deep and large foundation pit underground diaphragm wall retaining wall slurry has the advantages that sodium polyacrylate is adopted for replacing traditional CMC, the slurry wall protecting performance and theslurry recycling rate are greatly increased, and meanwhile corresponding environment contamination and material consumption are reduced; meanwhile, various indexes of the slurry prepared through theformula can meet the requirement of circulating slurry indexes, the wall protecting effect is good, and the groove wall stability is good.

Description

technical field [0001] The invention relates to the field of building construction, in particular to an underground diaphragm wall retaining mud for deep and large foundation pits in round gravel formations and a configuration method thereof. Background technique [0002] The underground diaphragm wall has the advantages of mature technology, high rigidity, good integrity, and good water-stop effect. In recent years, it has become a widely used form of enclosure structure in the construction of various foundation pits. During the trench construction of the underground diaphragm wall, the retaining mud will be deposited on the surface of the trench wall to form a mud skin, so that the trench wall is protected. At the same time, the water and soil pressure of the mud and soil layer in the tank is balanced, and the tank wall remains stable and does not collapse. [0003] For the underground diaphragm wall of deep and large foundation pits, due to the large depth of the grooves...

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Problems solved by technology

[0004] At present, most of the traditional muds that are widely used use CMC (sodium carboxymethyl cellulose) as a thickener. The index of this kind of traditional mud is far from meeting the requirements of the retaining wall of "deep and large foundation pit underground diaphragm wall". Shrinkage cavity or local collapse of the tank wall is prone to occur, and common quality problems such as mud and sand inclusions at the wall joints are prone to water leakage

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