|
CN110273427A
|
|
A kind of drainage of foundation pit type gunite concrete structure and its construction method
|
|
CN110273423A
|
|
A kind of tall and big walls concrete placing installation and casting method
|
|
CN109972790A
|
|
A kind of two-way curved prestressing tendon arrangement form of concrete slab
|
|
CN109972531A
|
|
It is a kind of for improving the external prestressing device of Bailey beam falsework span
|
|
CN110130933A
|
|
Shield tunnel section service channel two serves as a contrast concrete casting device and method
|
|
CN109667229A
|
|
A kind of contrary sequence method foundation pit top temporary trestle bridge plate method for dismounting
|
|
CN108978667A
|
|
A kind of positioning connection structure and its construction method of steel-pipe pile and bored concrete pile
|
|
CN107761573A
|
|
Crossing bridge bottom Bailey beam falsework jacking transportation by driving method for dismounting
|
|
CN107747492A
|
|
Extension type cross preliminary bracing structure and its deformation dynamics control method
|
|
CN107761571A
|
|
Needle beam combined steel plate beam bridge panel cast-in-place construction sliding form frame system and its application
|
|
CN107815968A
|
|
Cross bearer combined steel plate beam bridge panel cast-in-place construction sliding form frame system and its application
|
|
CN107201906A
|
|
Slag tap structure and the slag tapping method of a kind of tunnel top base tunnel
|
|
CN107201909A
|
|
Swelled ground tunnel support structure and method
|
|
CN106703246A
|
|
Combined basin-shaped hybrid tuning damper for wind power generation tower
|
|
CN105625193A
|
|
Whole-span cast-in-place beam inverted-triangle formwork supporting frame and construction method thereof
|
|
CN105568929A
|
|
Rectangular bridge pier collision prevention facility and construction method thereof
|
|
CN105603878A
|
|
High-altitude rapid transverse moving method for concrete box beam
|
|
CN105442433A
|
|
Connection structure of prefabricated bridge pier and bearing platform and construction method thereof
|
|
CN105544381A
|
|
Connection structure of precast pier with annular section and bearing platform and construction method of connection structure
|
|
CN105421294A
|
|
Anti-ship-collision facility for four-limb thin-walled bridge piers
|
