首页> 外国专利> STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, METHOD FOR PRODUCING STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, UNDERGROUND CONTINUOUS WALL, AND METHOD FOR CONSTRUCTING UNDERGROUND CONTINUOUS WALL

STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, METHOD FOR PRODUCING STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, UNDERGROUND CONTINUOUS WALL, AND METHOD FOR CONSTRUCTING UNDERGROUND CONTINUOUS WALL

机译:用于地下连续墙的钢材料,用于地下连续墙的钢材料的制造方法,地下连续墙以及用于构造地下连续墙的方法

摘要

ABSTRACT STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, MET D FOR PRODUCING STEEL MATERIAL FOR UNDERGROUND CONTINUO S WALL, UNDERGROUND CONTINUOUS WALL, AND METHOD FOR CO TRUCTINGUNDERGROUND CONTINUOUS WALL,A steel material for an underground continuous wall ( in one embodiment is z ) equipped with a hat type steel sheet pile (2) and an H-s ction steel (6), wherein a dimension (L2) of the H-section steel in the length direct' n is shorter than a dimension (LI) of the hat type steel sheet pile in the length dire ion, an overall length of the H-section steel is arranged with the dimension of the h type steel sheet pile, and a rear end (20) of the H-section steel is located closer to a rward end side than a rear end (18) of the hat type steel sheet pile. In a steel mate ' 1 for an underground continuous wall in another embodiment, a position of the rear nd of the hat type steel sheet pile coincides with a position of the rear end of the H-s ction steel in the length direction, a forward end (21) of the H-section steel is located oser to the rear end side than the forward end (19) of the hat type steel sheet pile, and separation length (B) between the forward end of the hat type steel sheet pile and th orward end of the H-section steel is not more than 35% of the overall length of the steel material for the underground continuous wall in the length direction. In the ethod for producing the steel material for an underground continuous wall, the type steel sheet pile and the H-section steel are secured to each other by welding. a underground continuous wall is constructed using a plurality of steel materials r an underground continuous wall. The method for constructing the underground ontinuous wall uses a plurality of steel materials for an underground continuou all. ABSTRACTSTEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, METHOD FOR PRODUCING STEEL MATERIAL FOR UNDERGROUND CONTINUOUS WALL, UNDERGROUND CONTINUOUS WALL, AND METHOD FOR CONSTRUCTING UNDERGROUND CONTINUOUS WALLA steel material for an underground continuous wall equipped with a hat type steel sheet pile having a hat-shaped cross-section, and an H-beam having an H-shaped cross-section, wherein: the hat type steel sheet pile includes a web, a pair of flanges, and a pair of arm sections; the H-beam includes a pair of flange sections and a web section; an outer surface of the H-beam is secured to an outer surface of the web; the length of the H-beam is shorter than that of the hat type steel sheet pile, and an overall length of the H-beam is arranged within the length of the hat type steel sheet pile; and a rear end of the H-beam is located closer to a forward end side than a rear end of the hat type steel sheet pile.
机译:抽象地下连续墙用钢材,MET D生产地下连续墙的钢材,地下连续墙及其制线方法地下连续墙,用于地下连续墙的钢材(在一个实施例中为z)配有帽形钢板桩(2)和H型钢(6),其中aH型钢在长度n方向上的尺寸(L2)短于尺寸(LI)的帽子型钢板桩的长度方向,H-的总长度型钢以h型钢板桩的尺寸布置,并具有后端H型钢的(20)的位置比与(18)的后端(18)靠近的一端帽子型钢板桩。在钢伴侣'1中,用于地下连续墙在另一实施方式中,帽式钢板桩的后部位置重合。H型钢的后端在长度方向上的位置,前端H型钢的(21)位于比前端(19)靠后端的位置帽式钢板桩的长度和桩头前端之间的间隔长度(B)帽式钢板桩和H型钢的前端不大于35%地下连续墙的钢材总长度长度方向。在生产用于地下的钢材的方法中连续壁,型钢板桩和H型钢分别固定其他通过焊接。地下连续墙是使用多个钢材是地下连续墙。构造方法地下连续墙,在地下使用多种钢材全部继续。 抽象地下连续墙用钢材料,方法生产地下连续墙的钢材地下连续墙及其构造方法地下连续墙配有帽子型的地下连续墙用钢材具有帽形横截面的钢板桩和具有H形的H型钢截面,其中:帽型钢板桩包括腹板,一对凸缘,以及一对手臂部分; H型梁包括一对凸缘部分和一个腹板部分。H形梁的外表面固定到腹板的外表面。的长度H型钢比帽子型钢板桩短,H型钢的总长度在帽式钢板桩的长度范围内布置梁。和后端H型钢的位置比帽子型钢板的后端更靠近前端侧。桩。

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