CN112227681A
|
|
Novel socket key groove type formwork support, formwork system and building method thereof
|
CN112112168A
|
|
Deep foundation pit pile anchor supporting system and construction method thereof
|
CN112195927A
|
|
Deep foundation pit pile anchor support construction method adopting foundation pit deformation monitoring
|
CN112163260A
|
|
High-pier large-span T-structure bridge temperature field distribution analysis and temperature effect control method
|
CN112286089A
|
|
Intelligent monitoring system for high-pier long-span bridge construction process
|
CN112230690A
|
|
Mass concrete construction quality control method for pier-beam consolidation part of high-pier large-span bridge
|
CN112163256A
|
|
Method for establishing and analyzing template support model based on finite element analysis and BIM
|
CN112255938A
|
|
Intelligent detection control system for high pier hydraulic creeping formwork
|
CN112231797A
|
|
Arch bridge and road-bridge transition section mechanical analysis method based on arch filler
|
CN112284277A
|
|
Tunnel portal slope deformation monitoring system and method based on computer vision
|
CN112254660A
|
|
Tunnel intelligent monitoring and measuring information integration and early warning system
|
CN111576248A
|
|
Dismantling method for cantilever cast-in-situ beam hanging basket system
|
CN111397458A
|
|
Hydraulic smooth blasting construction method suitable for granite geology III-level surrounding rock
|
CN111723499A
|
|
On-line monitoring method for lower part stress of spherical hinge in swivel construction process
|
CN111502703A
|
|
Method for carrying out construction by utilizing vertical height continuous gradual change type section tunnel secondary lining trolley
|
CN111520145A
|
|
Underground excavation tunnel primary support slope adjusting and arch changing construction method
|
CN111502722A
|
|
Method for replacing arch by utilizing tunnel primary support arch replacing support structure
|
CN111305077A
|
|
Bridge engineering construction method based on Mixed Reality (MR) technology
|
CN111321672A
|
|
Jacking construction method and device for jacking box bridge with over-standard head planting
|
CN111255462A
|
|
Pipe curtain cover excavation top-down construction method for subway station construction
|