The invention concerns a foundation structure method using piles comprising the following steps: a) producing first a hollow space (2) in the foundation soil using a penetrating apparatus (1); b) the hollow space edge can be maintained by a flexible protective tube (3) penetrating into the foundation soil simultaneously with the penetrating apparatus; c) after reaching the required depth, the penetrating apparatus is removed from the hollow space; d) the pile carrier element (5) can be inserted into the hollow space, jointly with the discharge pipe (9), for supplying the injection mass; e) the injection mass (12) is compressed through the discharge pipes (9) to fill the hollow space; f) simultaneously while the mortar is being input, the protective tube can be displaced upwards and removed.
申请公布号
DE19739579(A1)
申请公布日期
1999.03.11
申请号
DE19971039579
申请日期
1997.09.10
申请人
ABB RESEARCH LTD., ZUERICH, CH
发明人
JOACHIM, HELMUT, DIPL.-ING., 67480 EDENKOBEN, DE;PASCHEN, ROLF, PROF. DR.-ING., 76669 BAD SCHOENBORN, DE;WINKLER, FRIEDRICH, DIPL.-ING., 69168 WIESLOCH, DE