|
KR20160052944A
|
|
The connection structure between high strength polygonal concrete filled steel tube column and steel girder
|
|
KR20140027840A
|
|
Supporting structure for underground external wall using double layer wale and truss combined strut
|
|
KR101267565B1
|
|
Construction method of under-ground core part structure in top-down construction procedure
|
|
KR20130091209A
|
|
Slurry wall underpinning construction method using underpinning concrete tube with uneven surface
|
|
KR20130026341A
|
|
Top down method using precast composite retaining wall and raker in slope
|
|
KR20130025126A
|
|
The supporting structure for retaining wall of lowest floor using reverse earth pressure supporter in top down
|
|
KR101132838B1
|
|
Embedded prestressing system in rc wall structure
|
|
KR20120113890A
|
|
Precast concrete panel module connecting structure
|
|
KR20120106484A
|
|
The simultaneous construction method of ground and underground structure using ground core pre-construction and latticed lintel beam in core
|
|
KR20120094666A
|
|
Earth retaining system and construction using separate type pedestal and wale bearing supporter
|
|
KR20120064833A
|
|
Construction method for reducing temporarily material in top-down method
|
|
KR20120036625A
|
|
Construction method for underground structure in topdown using pre-mounted tower crane
|
|
KR20120012328A
|
|
A smart box unit for connecting between slurry wall and steel beam and a construction method thereof
|
|
KR20110136987A
|
|
Constructing method for underground external wall using form with concrete placing inlet and vibrator inlet for preventing concrete counterflow
|
|
KR101037578B1
|
|
Wale having span shortening supplement and earth retaining construction method thereof
|
|
KR20110080676A
|
|
Precast concrete column material for permanent column pre-establishment method
|
|
KR20110068685A
|
|
Recyclable hybrid type connecting device for steel beam to concrete wall and method thereof
|
|
KR20110005046A
|
|
Stuructural reinforcement of steel girders by reverse-composition in the negative moment section and method of reinforcing
|
