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EXECUTION METHOD OF UNDERGROUND STRUCTURE 发明申请

2023-10-16 1170 95K 0

专利信息

申请日期 2026-03-24 申请号 JP2010163843
公开(公告)号 JP2012026112A 公开(公告)日 2012-02-09
公开国别 JP 申请人省市代码 全国
申请人 UEMURA MAKOTO; UEMURA KENJIRO; OKUMURA CORP; KYOKUTO KOGEN CONCRETE SHINKO KK
简介 PROBLEM TO BE SOLVED : To eliminate the need of a vertical shaft in a bank construction part and to eliminate the need of an earth-retaining wall on a traverse part front surface, in an execution method (SFT construction method) of an underground structure for press-fitting a box-shaped roof and then extruding soil together with the box-shaped roof along with the driving of a concrete box body. SOLUTION : In the execution method of an underground structure for assembling and arranging the box-shaped roof 4 in the rectangular array of a lower stage, a side part and an upper stage so as to correspond to the outer shape of the concrete box body 5 to be driven, press-fitting it underground, then arranging the distal end part of the box body at the end part of the box-shaped roof 4, and extruding soil 11a of a face part together with the box-shaped roof 4 along with the driving and traction of the box body, the lower stage of the box-shaped roof 4 is installed beforehand, a timber support 12 for supporting the upper stage of the box-shaped roof 4 is assembled near both ends in the length direction of the box-shaped roof 4 on the lower stage of the box-shaped roof 4, the side part and upper stage of the box-shaped roof 4 are installed, and the soil inside the box-shaped roof 4 is extruded together with the box-shaped roof 4 along with the driving and traction of the concrete box body 5. COPYRIGHT : (C)2012, JPO&INPIT


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