|
CN111305355A
|
|
Seepage-proofing process for ultra-large-diameter concrete rainwater pipeline joint
|
|
CN111364741A
|
|
Construction process for integrally moving disc buckle type full-hall support
|
|
CN111021715A
|
|
Movable support platform suitable for box body type structure
|
|
CN111021732A
|
|
Concrete vibrating rod positioning method based on optical fiber sensing
|
|
CN111010440A
|
|
Concrete pouring digital monitoring management system
|
|
CN111058851A
|
|
Safe construction method for shield cutter head repair space
|
|
CN110749653A
|
|
Indoor simulation method and device for in-service light soil ultrasonic detection
|
|
CN110173123A
|
|
Concrete surface intelligent spray curing means and its control method
|
|
CN110185089A
|
|
Large-scale water intake caisson placing and location control technique
|
|
CN110185845A
|
|
A kind of major diameter HDPE pipeline at sea sinking technique under complex working condition
|
|
CN109708987A
|
|
The test method of soil body abrasion property coefficient after a kind of sand-pebble layer sediment improvement
|
|
CN109460568A
|
|
A kind of shield tunnel construction causes the prediction technique of subsidence of surface buildings
|
|
CN109437736A
|
|
A kind of Machine-made Sand fibrous shotcrete and its construction technology for being served as a contrast at the beginning of tunnel
|
|
CN109026076A
|
|
Wall multiple-arch tunnel transverse direction long duct positioning reinforcing device and installation method in a kind of nothing
|
|
CN109113082A
|
|
One kind water knife in hardpan assists sinking steel sheet pile technique
|
|
CN108316152A
|
|
A kind of high pier capping beam construction mobile formwork and its construction technology
|
|
CN106677185A
|
|
Quick cleaning device for boulders in cast-in-place pile and construction process thereof
|
|
CN105386435A
|
|
Double-liquid grouting system used for cement and water glass solution and construction process of double-liquid grouting system
|
