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Grooving construction process for underground diaphragm wall close to river-sea water-rich deep soft soil layer
The invention relates to the technical field of underground diaphragm wall grooving, and particularly discloses a grooving construction process of an underground diaphragm wall close to a river and sea rich water deep and thick soft soil layer, which comprises six steps of construction preparation, hole guiding, grab bucket grooving, groove milling and grooving acceptance inspection, in the grab bucket grooving step, a grooving machine is adopted for grooving, and in the grooving acceptance inspection step, a grooving machine is adopted for grooving; soil grabbed by the trenching machine is transferred by arranging the soil receiving device, and the grab bucket of the trenching machine is cleaned by arranging the cleaning device. The trenching machine has the effect of improving the soil grabbing efficiency of the trenching machine.
本申请涉及地下连续墙成槽技术领域,具体公开了一种紧邻河海富水深厚软土层地下连续墙成槽施工工艺,其包括施工准备、引孔、抓斗成槽、铣槽和成槽验收六个步骤,在抓斗成槽的步骤中,采用成槽机进行开槽,通过设置接土装置对成槽机抓取的泥土进行转移,通过设置清洗装置对成槽机的抓斗进行清洗。本申请具有提高成槽机的抓土效率的效果。
Grooving construction process for underground diaphragm wall close to river-sea water-rich deep soft soil layer
The invention relates to the technical field of underground diaphragm wall grooving, and particularly discloses a grooving construction process of an underground diaphragm wall close to a river and sea rich water deep and thick soft soil layer, which comprises six steps of construction preparation, hole guiding, grab bucket grooving, groove milling and grooving acceptance inspection, in the grab bucket grooving step, a grooving machine is adopted for grooving, and in the grooving acceptance inspection step, a grooving machine is adopted for grooving; soil grabbed by the trenching machine is transferred by arranging the soil receiving device, and the grab bucket of the trenching machine is cleaned by arranging the cleaning device. The trenching machine has the effect of improving the soil grabbing efficiency of the trenching machine.
本申请涉及地下连续墙成槽技术领域,具体公开了一种紧邻河海富水深厚软土层地下连续墙成槽施工工艺,其包括施工准备、引孔、抓斗成槽、铣槽和成槽验收六个步骤,在抓斗成槽的步骤中,采用成槽机进行开槽,通过设置接土装置对成槽机抓取的泥土进行转移,通过设置清洗装置对成槽机的抓斗进行清洗。本申请具有提高成槽机的抓土效率的效果。
Grooving construction process for underground diaphragm wall close to river-sea water-rich deep soft soil layer
紧邻河海富水深厚软土层地下连续墙成槽施工工艺
LI JIAYU (Autor:in) / LI LIXIANG (Autor:in) / TAN YUANZHI (Autor:in) / CAO LIANG (Autor:in) / GU QINKUN (Autor:in) / LI LUN (Autor:in)
27.02.2024
Patent
Elektronische Ressource
Chinesisch
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