BNG CONSULTANT CO LTD has a total of 13 patent applications. Its first patent ever was published in 2000. It filed its patents most often in Republic of Korea, China and United States. Its main competitors in its focus markets civil engineering, computer technology and it methods for management are ANHUI ROAD&BRIDGE ENG CO LTD, HYOSUNG LB DECK CO LTD and CABLETEK CO LTD.
# | Country | Total Patents | |
---|---|---|---|
#1 | Republic of Korea | 10 | |
#2 | China | 1 | |
#3 | United States | 1 | |
#4 | WIPO (World Intellectual Property Organization) | 1 |
# | Industry | |
---|---|---|
#1 | Civil engineering | |
#2 | Computer technology | |
#3 | IT methods for management | |
#4 | Machines |
# | Technology | |
---|---|---|
#1 | Construction of bridges | |
#2 | Shaping clay | |
#3 | Data recognition and presentation | |
#4 | Platform constructions | |
#5 | Scaffolding | |
#6 | Data processing systems |
# | Name | Total Patents |
---|---|---|
#1 | Kim Keun Taek | 7 |
#2 | Moon Sunghee | 2 |
#3 | Choi Gyung Il | 1 |
#4 | Kim Seong Woon | 1 |
#5 | Kang Jae Yoon | 1 |
#6 | Mun Seong Hui | 1 |
#7 | Kim Byung Suk | 1 |
#8 | Kim Young Jin | 1 |
#9 | Park Sung Yong | 1 |
#10 | Choi Eun Suk | 1 |
Publication | Filing date | Title |
---|---|---|
KR101462202B1 | Form traveller for through bridge | |
KR20140123124A | Torsion Reinforcing Structure and Bridge Girders having such reinforcing structure | |
KR20140060645A | Carriage for repairing bridge | |
KR101050834B1 | Self adhesive butyl waterproofing sheet and the method for assembling cable troughs for the bridges of high-speed railroad by using the self adhesive butyl waterproofing sheet | |
KR20120035306A | Form for concrete | |
KR20120015807A | Concrete structure for bridge and its manufacturing method | |
KR20110123317A | Lbs used microwave and rfid technology in construction field | |
KR20070112571A | Precast concrete median strip and median strip system | |
KR20040098995A | Construction Method for PSC Girder Bridges | |
KR20020010283A | Seat device for upper plate launching of a bridge and method |