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Pressure compensation type foundation pit supporting structure and construction method
The invention relates to a pressure compensation type foundation pit supporting structure and a construction method. The pressure compensation type foundation pit supporting structure is characterized in that a multi-cavity back-pressure bag composed of a plurality of continuous airtight cavities is arranged on the base foundation supporting side; a bag top beam and a bag bottom beam connected with the bag in an airtight manner are arranged on the top and at the bottom of the multi-cavity back-pressure bag respectively; the bag top beam and the bag bottom beam are connected with a transverse counterforce structure and a vertical counterforce structure respectively; transverse counterforce beams and vertical counterforce beams are arranged at partitions of the airtight cavities; transverse reinforcement bodies are arranged at the crossed parts of the transverse counterforce beams and the vertical counterforce beams; cavity pressurizing pipes and cavity grouting pipes are arranged in the cavities of the multi-cavity back-pressure bag; and a tension steering structure is arranged between the transverse counterforce structure and the side wall of a foundation pit. According to the pressure compensation type foundation pit supporting structure, the change of the stress state of a soil body due to excavation of the foundation pit can be avoided, in addition, an airtight seeping-preventing structure can be formed on the supporting side, and deformation of the soil body on the outer side can be dynamically controlled. The invention further provides the construction method for the pressure compensation type foundation pit supporting structure.
Pressure compensation type foundation pit supporting structure and construction method
The invention relates to a pressure compensation type foundation pit supporting structure and a construction method. The pressure compensation type foundation pit supporting structure is characterized in that a multi-cavity back-pressure bag composed of a plurality of continuous airtight cavities is arranged on the base foundation supporting side; a bag top beam and a bag bottom beam connected with the bag in an airtight manner are arranged on the top and at the bottom of the multi-cavity back-pressure bag respectively; the bag top beam and the bag bottom beam are connected with a transverse counterforce structure and a vertical counterforce structure respectively; transverse counterforce beams and vertical counterforce beams are arranged at partitions of the airtight cavities; transverse reinforcement bodies are arranged at the crossed parts of the transverse counterforce beams and the vertical counterforce beams; cavity pressurizing pipes and cavity grouting pipes are arranged in the cavities of the multi-cavity back-pressure bag; and a tension steering structure is arranged between the transverse counterforce structure and the side wall of a foundation pit. According to the pressure compensation type foundation pit supporting structure, the change of the stress state of a soil body due to excavation of the foundation pit can be avoided, in addition, an airtight seeping-preventing structure can be formed on the supporting side, and deformation of the soil body on the outer side can be dynamically controlled. The invention further provides the construction method for the pressure compensation type foundation pit supporting structure.
Pressure compensation type foundation pit supporting structure and construction method
HAN SHANGYU (Autor:in) / LEI JINBO (Autor:in) / LI HONG (Autor:in) / ZHANG HUIHUA (Autor:in) / YUN LEI (Autor:in)
16.12.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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