发明名称 TUNNEL EXCAVATION METHOD
摘要 PROBLEM TO BE SOLVED: To effectively construct a large sectional tunnel in a springing natural ground. SOLUTION: A pilot pile 101 penetrates while lining with segments 103 while advancing an enclosed tunnel excavator which can cut off as it is. Cutting off improvement is conducted from the inside to the outside springing natural ground, the springing natural ground in the more outside than the scheduled section of the main existing tunnel 100 is improved to a cut out natural ground 104. While dismantling and removing the segments of the pilot pile. an annular natural ground between the improved water sealing natural ground and the pilot pile is covered while excavating by an open type whole section tunnel excavator 106 to construct the main tunnel 100. The dismantled segments are transferred to the forward side and carried out from the well head. A dismantling means for dismantling the segments of the pilot tunnel is mounted on the whole sectional tunnel excavator for excavating the main tunnel. COPYRIGHT: (C)2005,JPO&NCIPI
申请公布号 JP2004339711(A) 申请公布日期 2004.12.02
申请号 JP20030134544 申请日期 2003.05.13
申请人 SHIMIZU CORP;KOMATSU LTD;OKUBO SEISUKE 发明人 WADA TOSHIHIKO;KIUCHI TSUTOMU;SUZUKI MASANORI;MORIOKA KYOICHI;MITANI NORIO;MINAMI YOSHITO;OKUBO SEISUKE
分类号 E21D9/04;E21D9/00;E21D9/01;E21D9/10;(IPC1-7):E21D9/00 主分类号 E21D9/04
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