A platform for research: civil engineering, architecture and urbanism
Construction method for building pile of underground space
The invention discloses a construction method for a building pile of an underground space, wherein the underground space comprises a space bottom used as a building foundation and a space top connected with the ground; the space bottom is at least provided with a first part for bearing relatively-high pressure and a second part for bearing relatively-low pressure; the difference value between a first difference of buoyancy and pressure borne by the second part and a second difference of buoyancy and pressure borne by the first part is larger than the maximum breaking-resistant strength of a joint part of the first part and the second part; and a first pile group for supporting and fixing the first part is arranged below the first part, and a second pile group for supporting and fixing the second part is arranged below the second part, so that the difference of the buoyancy and pressure borne by the second part is kept to be smaller than the maximum breaking-resistant strength and the maximum tensile strength of the second pile group.
Construction method for building pile of underground space
The invention discloses a construction method for a building pile of an underground space, wherein the underground space comprises a space bottom used as a building foundation and a space top connected with the ground; the space bottom is at least provided with a first part for bearing relatively-high pressure and a second part for bearing relatively-low pressure; the difference value between a first difference of buoyancy and pressure borne by the second part and a second difference of buoyancy and pressure borne by the first part is larger than the maximum breaking-resistant strength of a joint part of the first part and the second part; and a first pile group for supporting and fixing the first part is arranged below the first part, and a second pile group for supporting and fixing the second part is arranged below the second part, so that the difference of the buoyancy and pressure borne by the second part is kept to be smaller than the maximum breaking-resistant strength and the maximum tensile strength of the second pile group.
Construction method for building pile of underground space
LIU XIAN GANG (author) / FU YUYING (author) / XIONG XIAOLIN (author)
2015-11-25
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
GrĂ¼ndungen
Construction method for building pile body in underground space
European Patent Office | 2016
|Construction method of underground building pipe pile group foundation
European Patent Office | 2024
|Building dense region underground-space-building caisson construction method
European Patent Office | 2015
|REPAIR METHOD FOR ADDITIONAL PILE TO UNDERGROUND PILE OF BUILDING
European Patent Office | 2017
|