|
CN112252964A
|
|
Construction equipment for removing underground shield segments by full-slewing drilling machine
|
|
CN112195933A
|
|
Extension deformation compensation device after equal stress locking of two-unit pressure dispersion type anchor cable
|
|
CN112195915A
|
|
Method for conveniently breaking pile head of large-diameter secant pile
|
|
CN112112160A
|
|
Device convenient for breaking pile head of large-diameter secant pile
|
|
CN112012204A
|
|
Anchor cable tensioning and disassembling method
|
|
CN111962510A
|
|
Stopper convenient to anchor rope stretch-draw and dismantlement
|
|
CN112077601A
|
|
Automatic anchor cable tensioning equipment
|
|
CN111962501A
|
|
Cast-in-place pile reinforcement cage subsection butt joint structure
|
|
CN111236244A
|
|
Method for treating water leakage of free section of anchor cable on sand layer of foundation pit
|
|
CN111074919A
|
|
Waste water cyclic utilization system suitable for foundation ditch construction place
|
|
CN111021329A
|
|
Method for improving installation of deep soil pressure box
|
|
CN111189682A
|
|
Preparation method of soil body similar material for simulating geotechnical engineering experiment
|
|
CN111021369A
|
|
Chair type double-row pile anchor construction method
|
|
CN110872841A
|
|
Construction method of earthwork transportation ramp for inner support foundation pit
|
|
CN110872837A
|
|
Construction method for transforming empty pile section of rotary excavating cast-in-place pile into dewatering well
|
|
CN110872839A
|
|
Construction method of conical pile tip tubular pile capable of post-grouting
|
|
CN110733472A
|
|
Automatic car washing method for large-scale earth and stone engineering
|
|
CN110885227A
|
|
Curing agent for curing slurry of hollow pile section, preparation method and construction method
|
|
CN110844794A
|
|
Convenient steel reinforcement cage shackle arrangement method
|
|
CN110877863A
|
|
Construction method for hoisting wall-connected reinforcement cage by combining stress gauge
|
