|
CN111706340A
|
|
Shield tail brush convenient to replace and method for replacing shield tail brush under long-distance non-reinforced working condition
|
|
CN111577298A
|
|
Prevent gushing water and gush safe shield structure machine screw conveyer of sand
|
|
CN111365032A
|
|
Anti-seepage treatment method for ring beam of tunnel door of subway station
|
|
CN111305322A
|
|
Construction structure and construction method for mounting large-diameter steel pipe by adopting shield tunnel
|
|
CN111119922A
|
|
Multifunctional operation vehicle for self-propelled shield tunnel construction
|
|
CN111075474A
|
|
Rectangular pipe jacking construction method for subway station access and exit channel
|
|
CN110735432A
|
|
Method for clearing pile foundation and controlling parameters in shield tunneling machine over-invasion limit tunnel range
|
|
CN110685701A
|
|
Translation and turning method suitable for shield machine in space-limited operated station
|
|
CN110645004A
|
|
Method for turning over shield tunneling machine trolley in negative two-layer of operated station
|
|
CN110552709A
|
|
self-propelled integral station-crossing method and device suitable for large-diameter shield machine
|
|
CN110499779A
|
|
A kind of air channel structure construction method sharing side wall with subway station
|
|
CN110359921A
|
|
Wear the construction method of building in a kind of shield short distance side
|
|
CN110130936A
|
|
It dashes forward in a kind of shield tunneling process and meets the construction method of untreated solution cavity or crack
|
|
CN110158609A
|
|
A kind of mechanization demolition reduction method of reinforced concrete brace in foundation pit
|
|
CN110067563A
|
|
Close on the station entrance-exit main structure construction method of urban architecture and road
|
|
CN110005439A
|
|
A kind of construction method in the nearly excessively leading tunnel of spacing of shield
|
|
CN109881694A
|
|
A kind of constructing structure blocked for foundation pit substrate Sand and method
|
|
CN109881691A
|
|
In a kind of Deep Excavation in foundation pit substrate exploratory hole piping processing method
|
|
CN109736815A
|
|
Grouting serous fluid and grouting process for subway tunnel tunneling water sealing consolidation
|
|
CN109611103A
|
|
A method of for boulder group consolidation process outstanding on shield section
|
