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A platform for research: civil engineering, architecture and urbanism
BOTTOM SLAB-SIDE WALL STRUCTURE, AND CONSTRUCTION METHOD OF BOTTOM SLAB-SIDE WALL STRUCTURE
PROBLEM TO BE SOLVED: To provide a water shielding side wall structure not damaging or deteriorating a water shielding structure; and to provide a bottom slab-side wall structure, a water shielding side wall construction method and a bottom slab-side wall construction method.SOLUTION: In a water shielding side wall structure, a bottom slab-side wall structure 1, a water shielding side wall construction method and a bottom slab-side wall construction method, an outside RC wall 7 and an inside RC wall 9 of a side wall 3, and a side wall inside water shielding structure 16 are provided, and the side wall inside water shielding structure 16 is constituted of split parts 17 split into each prescribed size in the vertical direction, and each split part 17 adjacent in the vertical direction is bonded by welding respective end edges.SELECTED DRAWING: Figure 1
【課題】遮水構造体が損傷や劣化することのない遮水側壁構造物、底版・側壁構造物、遮水側壁構築方法及び底版・側壁構築方法を提供する。【解決手段】遮水側壁構造物、底版・側壁構造物１、遮水側壁構築方法及び底版・側壁構築方法では、側壁３の外側ＲＣ壁７及び内側ＲＣ壁９と、これらの間に設けられた側壁内遮水構造体１６とが設けられ、側壁内遮水構造体１６は、上下方向に所定寸法毎に分割した分割部分１７により構成され、上下方向に隣接する分割部分１７同士は、それぞれの端縁を溶着することにより接合される。【選択図】図１
BOTTOM SLAB-SIDE WALL STRUCTURE, AND CONSTRUCTION METHOD OF BOTTOM SLAB-SIDE WALL STRUCTURE
PROBLEM TO BE SOLVED: To provide a water shielding side wall structure not damaging or deteriorating a water shielding structure; and to provide a bottom slab-side wall structure, a water shielding side wall construction method and a bottom slab-side wall construction method.SOLUTION: In a water shielding side wall structure, a bottom slab-side wall structure 1, a water shielding side wall construction method and a bottom slab-side wall construction method, an outside RC wall 7 and an inside RC wall 9 of a side wall 3, and a side wall inside water shielding structure 16 are provided, and the side wall inside water shielding structure 16 is constituted of split parts 17 split into each prescribed size in the vertical direction, and each split part 17 adjacent in the vertical direction is bonded by welding respective end edges.SELECTED DRAWING: Figure 1
【課題】遮水構造体が損傷や劣化することのない遮水側壁構造物、底版・側壁構造物、遮水側壁構築方法及び底版・側壁構築方法を提供する。【解決手段】遮水側壁構造物、底版・側壁構造物１、遮水側壁構築方法及び底版・側壁構築方法では、側壁３の外側ＲＣ壁７及び内側ＲＣ壁９と、これらの間に設けられた側壁内遮水構造体１６とが設けられ、側壁内遮水構造体１６は、上下方向に所定寸法毎に分割した分割部分１７により構成され、上下方向に隣接する分割部分１７同士は、それぞれの端縁を溶着することにより接合される。【選択図】図１
BOTTOM SLAB-SIDE WALL STRUCTURE, AND CONSTRUCTION METHOD OF BOTTOM SLAB-SIDE WALL STRUCTURE
底版・側壁構造物及び底版・側壁構築方法
YAMAGUCHI TOKICHIRO (author)
2017-06-15
Patent
Electronic Resource
Japanese
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