摘要 |
PURPOSE: A caisson method is provided to improve resistance on earth pressure by the formation of a corrugated steel soil pipe having the shape of a strip along the outer surface. CONSTITUTION: A caisson method comprises following steps. In a construction position measuring step(S101), the position of a caisson type pile is measured for the construction of a concrete foundation. In a construction position excavation step(S102), a vertical shaft is firstly dug out vertically from the ground of the measured construction position. In a steel soil pipe installation step(S103), a steel soil pipe is formed to pour concrete inside the vertical shaft. In a concrete pouring step(S104), upper guide concrete is poured to support and fix the steel soil pipe inside the vertical shaft. In a second vertical shaft excavation step(S105), digging is performed from the bottom of the vertical shaft to the final depth. |
申请人 |
SHINSEGAE ENGINEERING&CONTRUCTION, LTD.;SAMBO TOTAL SERVICE FOUNDATION CONSTRUCTOR CO., LTD. |
发明人 |
JO, WON CHEOL;NAM, SEOK WOO;JUNG, GWAN GYUN;MIN, BYEONG CHAN;PARK, HO SUNG;GWAK, JEOM RYONG |