|
KR102119235B1
|
|
Steel mold system for concrete structure
|
|
KR102073072B1
|
|
Double footinng with inclined side face and construction method therefor
|
|
KR102044149B1
|
|
Steel mold system using horizental curing bar
|
|
KR101970992B1
|
|
Non-displacement pile construction method therewith
|
|
KR101945998B1
|
|
Underground column wall construction method using waterstop rubber and geo-tube, and underground column wall therewith
|
|
KR101960489B1
|
|
Underground column wall construction method using waterstop rubber and underground column wall therewith
|
|
KR101960499B1
|
|
Underground column wall construction method using waterstop rubber and waterstop housing, and underground column wall therewith
|
|
KR101809554B1
|
|
Structure using key-block and sheetfile
|
|
KR101748781B1
|
|
Precast wall structure construction method
|
|
KR20170102734A
|
|
Steel reinforcement head for preventing bending of steel reinforcement
|
|
KR20170102724A
|
|
Plate type wall structure and its construction method
|
|
KR20170102729A
|
|
Multi precast wall structure and its construction method
|
|
KR101748770B1
|
|
Complex structure and its construction method
|
|
KR101590026B1
|
|
Precast block with connection anchor and the construction method therefor
|
|
KR101590032B1
|
|
Column wall using pile and structure construction method therewith
|
|
KR101553865B1
|
|
Composite phc pile with concrete filling plate and structure therewith
|
|
KR101452180B1
|
|
Non-open cut excavation construction method for underground structure using concrete segment
|
|
KR20150059427A
|
|
Plate girder with slab, the product method and bridge construction method using plate girder with slab
|
|
KR20150047917A
|
|
Precast pier construction method with enlarged base block
|
|
KR20150047916A
|
|
Precast pier construction method with reinforecing block
|
