发明名称 CAISSON TYPE PILE METHOD
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.
申请公布号 KR100974513(B1) 申请公布日期 2010.08.10
申请号 KR20090063594 申请日期 2009.07.13
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
分类号 E02D27/32;E02D27/42;E02F3/43 主分类号 E02D27/32
代理机构 代理人
主权项
地址