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SELF-STANDING WALL WITH WATERPROOF FUNCTION, AND ASSEMBLY METHOD OF THE SELF-STANDING WALL
To provide a self-standing wall capable of suppressing an amount of deformation on an upper end side of a waterproof steel material.SOLUTION: A self-standing wall 1 with a waterproof function is provided at a partition surface Z between an excavation side ground X and a non-excavation side ground Y. The self-standing wall 1 comprises: a plurality of waterproof steel materials 2 connected in a series along the partition surface Z to be provided with a waterproof function; and a plurality of reinforcing steel materials 3 provided in a parallel state with gaps on the non-excavation side ground Y side of the waterproof steel materials 2 and in a neighboring state being spaced apart along the partition surface. A reinforcing portion F is formed in which upper ends of the reinforcing steel materials 3 and upper ends 2d of the waterproof steel materials 2 which are parallel to the reinforcing steel materials 3 and bent toward the reinforcing steel materials 3 side are integrally connected.SELECTED DRAWING: Figure 1
【課題】遮水用鋼材の上端部側の変形量を抑制可能な自立壁を提供する。【解決手段】掘削側地盤Xと非掘削側地盤Yとのあいだの仕切り面Z部位に設けられる遮水機能を備えた自立壁1において、仕切り面Zに沿って一連状に連結されることで遮水機能を備える状態で設けられる複数の遮水用鋼材2と、該遮水用鋼材2に対して非掘削側地盤Y側に間隙を存した平行状態で、かつ仕切り面に沿って互いに離間した隣接状態で設けられる複数の補強用鋼材3とを備え、該補強用鋼材3の上端部と、補強用鋼材3に対して平行状態で該補強用鋼材3側に向けて折曲された遮水用鋼材2の上端部2dとが一体的に連結された補強部Fが形成されている。【選択図】図1
SELF-STANDING WALL WITH WATERPROOF FUNCTION, AND ASSEMBLY METHOD OF THE SELF-STANDING WALL
To provide a self-standing wall capable of suppressing an amount of deformation on an upper end side of a waterproof steel material.SOLUTION: A self-standing wall 1 with a waterproof function is provided at a partition surface Z between an excavation side ground X and a non-excavation side ground Y. The self-standing wall 1 comprises: a plurality of waterproof steel materials 2 connected in a series along the partition surface Z to be provided with a waterproof function; and a plurality of reinforcing steel materials 3 provided in a parallel state with gaps on the non-excavation side ground Y side of the waterproof steel materials 2 and in a neighboring state being spaced apart along the partition surface. A reinforcing portion F is formed in which upper ends of the reinforcing steel materials 3 and upper ends 2d of the waterproof steel materials 2 which are parallel to the reinforcing steel materials 3 and bent toward the reinforcing steel materials 3 side are integrally connected.SELECTED DRAWING: Figure 1
【課題】遮水用鋼材の上端部側の変形量を抑制可能な自立壁を提供する。【解決手段】掘削側地盤Xと非掘削側地盤Yとのあいだの仕切り面Z部位に設けられる遮水機能を備えた自立壁1において、仕切り面Zに沿って一連状に連結されることで遮水機能を備える状態で設けられる複数の遮水用鋼材2と、該遮水用鋼材2に対して非掘削側地盤Y側に間隙を存した平行状態で、かつ仕切り面に沿って互いに離間した隣接状態で設けられる複数の補強用鋼材3とを備え、該補強用鋼材3の上端部と、補強用鋼材3に対して平行状態で該補強用鋼材3側に向けて折曲された遮水用鋼材2の上端部2dとが一体的に連結された補強部Fが形成されている。【選択図】図1
SELF-STANDING WALL WITH WATERPROOF FUNCTION, AND ASSEMBLY METHOD OF THE SELF-STANDING WALL
遮水機能を備えた自立壁および該自立壁の組み立て方法
TONE MAKOTO (author) / FUJII YUTAKA (author) / FEYZULLAH GURSHEEN (author) / ASANO HITOSHI (author)
2024-09-20
Patent
Electronic Resource
Japanese
LIGHT-WEIGHT SELF-STANDING WALL AND CONSTRUCTION METHOD OF LIGHT-WEIGHT SELF-STANDING WALL
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