CN110670631A
|
|
Supporting structure and excavation method of comprehensive pipe gallery foundation pit
|
CN110388962A
|
|
A kind of mud pipe abrasion intelligent monitor system for slurry balance shield
|
CN110259470A
|
|
Cutter head of shield machine system and its cutter replacing method
|
CN112081119A
|
|
Underground continuous wall construction method for ensuring grooving perpendicularity
|
CN112081595A
|
|
Shield construction method, and waterproof and monitoring method for shield construction
|
CN111946037A
|
|
Formwork support and mounting method thereof
|
CN111379252A
|
|
Diaphragm wall construction method
|
CN111379283A
|
|
Foundation reinforcement method
|
CN111305218A
|
|
Construction method for foundation pit excavation
|
CN110966012A
|
|
Shield constructs machine knife case assembly and knife case cutter assembly
|
CN110872807A
|
|
Construction method of steel temporary bridge and steel temporary bridge
|
CN110714459A
|
|
Construction method of cast-in-situ bored pile
|
CN110510501A
|
|
Steel reinforcement cage integral hoisting method and hanging apparatus
|
CN108425681A
|
|
A kind of gas soil joint balance shield machine and its face balance control method
|
CN108691556A
|
|
A kind of shield synchronization slip casting and secondary grouting technique
|
CN108222006A
|
|
A kind of square construction method of underground continuous wall
|
CN107524138A
|
|
A kind of ultra-deep foundation pit construction method of underground continuous wall
|
CN106939553A
|
|
A kind of Steel Bridge Deck and steel box arch rib installation method
|
CN106498943A
|
|
Disposable high-pressure rotary-spray type enlarged footing Prestressed Soil anchor pole construction method
|
CN106702901A
|
|
Temporary support
|