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STRUCTURE WITH COMPOSITE UNDERGROUND WALL AND CONSTRUCTION METHOD FOR CONSTRUCTING STRUCTURE WITH COMPOSITE UNDERGROUND WALL
PROBLEM TO BE SOLVED: To provide a structure with a composite underground wall and a construction method for constructing the structure provided with the composite underground wall to allow a pile length to be reasonably determined to ensure desired supporting force while the pile length is kept short as much as possible.SOLUTION: A structure with a composite underground wall comprises a permanent supporting pile including: core materials 1 and soil cement arranged at a section deeper than a floor space 4; and the core materials 1 implanted with permanent-pile-use studs 7, and the soil cement arranged at the composite wall section 5; wherein the permanent-pile-use studs 7 are implanted onto webs 1b of H beams or the core materials 1 located in a section below the flooring surface 4 arranged below a composite wall section 5 shallower than the flooring surface 4 where a retaining wall 2 and a reinforced-concrete wall 3 are integrally connected, as well as the permanent-pile-use studs 7 are implanted onto the webs 1b of the core materials 1 in the composite wall section 5.SELECTED DRAWING: Figure 1
【課題】杭長を短く抑えつつ所望の支持力を確保することができ、合理的に杭長を設定することを可能にする合成地下壁を備えた構造物及び合成地下壁を備えた構造物の施工方法を提供する。【解決手段】山留壁2と鉄筋コンクリート壁3を一体にした床付け面4より浅い部分の合成壁部5よりも下方に配設された床付け面4より深い部分の芯材1であるH形鋼のウェブ1bに本設杭用のスタッド7を植設し、且つ合成壁部5の芯材1のウェブ1bにも本設杭用のスタッド7を植設する。そして、床付け面4より深い部分の芯材1及びソイルセメントに加え、本設杭用のスタッド7が植設された合成壁部5の芯材1及びソイルセメントを本設の支持杭として構成する。【選択図】図1
STRUCTURE WITH COMPOSITE UNDERGROUND WALL AND CONSTRUCTION METHOD FOR CONSTRUCTING STRUCTURE WITH COMPOSITE UNDERGROUND WALL
PROBLEM TO BE SOLVED: To provide a structure with a composite underground wall and a construction method for constructing the structure provided with the composite underground wall to allow a pile length to be reasonably determined to ensure desired supporting force while the pile length is kept short as much as possible.SOLUTION: A structure with a composite underground wall comprises a permanent supporting pile including: core materials 1 and soil cement arranged at a section deeper than a floor space 4; and the core materials 1 implanted with permanent-pile-use studs 7, and the soil cement arranged at the composite wall section 5; wherein the permanent-pile-use studs 7 are implanted onto webs 1b of H beams or the core materials 1 located in a section below the flooring surface 4 arranged below a composite wall section 5 shallower than the flooring surface 4 where a retaining wall 2 and a reinforced-concrete wall 3 are integrally connected, as well as the permanent-pile-use studs 7 are implanted onto the webs 1b of the core materials 1 in the composite wall section 5.SELECTED DRAWING: Figure 1
【課題】杭長を短く抑えつつ所望の支持力を確保することができ、合理的に杭長を設定することを可能にする合成地下壁を備えた構造物及び合成地下壁を備えた構造物の施工方法を提供する。【解決手段】山留壁2と鉄筋コンクリート壁3を一体にした床付け面4より浅い部分の合成壁部5よりも下方に配設された床付け面4より深い部分の芯材1であるH形鋼のウェブ1bに本設杭用のスタッド7を植設し、且つ合成壁部5の芯材1のウェブ1bにも本設杭用のスタッド7を植設する。そして、床付け面4より深い部分の芯材1及びソイルセメントに加え、本設杭用のスタッド7が植設された合成壁部5の芯材1及びソイルセメントを本設の支持杭として構成する。【選択図】図1
STRUCTURE WITH COMPOSITE UNDERGROUND WALL AND CONSTRUCTION METHOD FOR CONSTRUCTING STRUCTURE WITH COMPOSITE UNDERGROUND WALL
合成地下壁を備えた構造物及び合成地下壁を備えた構造物の施工方法
MANO HIDEYUKI (author)
2018-04-19
Patent
Electronic Resource
Japanese
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