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ELEMENT INSERTION METHOD, UNDERGROUND STRUCTURE CONSTRUCTION METHOD, AUXILIARY COVER, TAPER ELEMENT, AND UNDERGROUND STRUCTURE

机译:单元插入法,地下结构施工方法,辅助盖,锥度单元和地下结构

摘要

PROBLEM TO BE SOLVED: To provide an element insertion method, underground structure construction method, auxiliary cover, taper element, and underground structure, capable of efficiently and safely constructing an underground structure whose structure section varies gradually in the axial direction.;SOLUTION: An element insertion method for inserting connection joints 11 into natural ground 400 while connecting the connection joints in a connection direction X includes: constitution using a taper element 10a having its element width 10W gradually varying in the connection direction X from an end on the insertion direction tip side La (element tip width 10Wa) to an end on the insertion direction base end side Lb (element base end width 10Wb); arrangement, on the tip in the insertion direction L, of the taper element 10a to which an auxiliary cover 30 is detachably attached on the connection direction front side Xa, the auxiliary cover having a cover width 30W corresponding to a difference from the wider element tip width 10Wa; and insertion while drilling the natural ground 400 using a cutting edge 20 having a width corresponding to the wider element tip width 10Wa.;SELECTED DRAWING: Figure 6;COPYRIGHT: (C)2018,JPO&INPIT
机译:要解决的问题:提供一种能够有效,安全地构造结构截面沿轴向逐渐变化的地下结构的单元插入方法,地下结构施工方法,辅助覆盖物,锥形单元和地下结构。用于在沿连接方向X连接连接接头的同时将连接接头11插入自然地面400中的元件插入方法包括:使用锥度元件10a进行构造,该锥度元件的元件宽度10W从插入方向末端的一端沿连接方向X逐渐变化侧La(元件前端宽度10Wa)至插入方向基端侧Lb(元件基端宽度10Wb)的一端。锥形元件10a在插入方向L上的尖端上布置有锥状元件10a,在连接方向前侧Xa上可拆卸地安装有辅助盖30,该辅助盖的覆盖宽度30W对应于与较宽的元件尖端的差宽度10Wa; ;并在使用具有对应于较宽的刀尖宽度10Wa的宽度的切削刃20钻削自然地面400的同时插入;选定的图纸:图6;版权:(C)2018,JPO&INPIT

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