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A platform for research: civil engineering, architecture and urbanism
JOINING METHOD OF STEEL PIPE, JOINING STRUCTURE OF STEEL PIPE, AND STEEL PIPE PILE
PROBLEM TO BE SOLVED: To provide a joining method of a steel pipe which can rigidly join an upper steel pipe to a lower steel pipe which is driven into the ground, and can absorb construction errors in a horizontal direction and a vertical direction.SOLUTION: When joining an upper steel pipe 3 to a lower steel pipe 2 which is driven into the ground, a vertical direction position of the lower steel pipe 2 and a construction position of a first temporary receiving member 16 are measured in advance, the upper steel pipe 3 is cut to a prescribed length dimension according to the measured position, a second temporary receiving member 18 is attached to the upper steel pipe 3 according to the measured position, after that, the upper steel pipe 3 is inserted into the lower steel pipe 2, and mortar 6 is filled into a clearance between the lower steel pipe 2 and the upper steel pipe 3.SELECTED DRAWING: Figure 7
【課題】土中に打ち込まれた下部鋼管に上部鋼管を接合するに際し、強固に接合することができ、かつ、水平方向及び鉛直方向の施工誤差を吸収することができる鋼管の接合方法を提供すること。【解決手段】土中に打ち込まれた下部鋼管２に、上部鋼管３を接合する際、下部鋼管２の鉛直方向位置と、第１の仮受部材１６の施工位置を測量しておき、測量位置に応じて、上部鋼管３を所定の長さ寸法に切断するとともに、測量位置に応じて、第２の仮受部材１８を上部鋼管３に取り付けた後、下部鋼管２に上部鋼管３を挿入し、下部鋼管２及び上部鋼管３の隙間にモルタル６を充填する。【選択図】図７
JOINING METHOD OF STEEL PIPE, JOINING STRUCTURE OF STEEL PIPE, AND STEEL PIPE PILE
PROBLEM TO BE SOLVED: To provide a joining method of a steel pipe which can rigidly join an upper steel pipe to a lower steel pipe which is driven into the ground, and can absorb construction errors in a horizontal direction and a vertical direction.SOLUTION: When joining an upper steel pipe 3 to a lower steel pipe 2 which is driven into the ground, a vertical direction position of the lower steel pipe 2 and a construction position of a first temporary receiving member 16 are measured in advance, the upper steel pipe 3 is cut to a prescribed length dimension according to the measured position, a second temporary receiving member 18 is attached to the upper steel pipe 3 according to the measured position, after that, the upper steel pipe 3 is inserted into the lower steel pipe 2, and mortar 6 is filled into a clearance between the lower steel pipe 2 and the upper steel pipe 3.SELECTED DRAWING: Figure 7
【課題】土中に打ち込まれた下部鋼管に上部鋼管を接合するに際し、強固に接合することができ、かつ、水平方向及び鉛直方向の施工誤差を吸収することができる鋼管の接合方法を提供すること。【解決手段】土中に打ち込まれた下部鋼管２に、上部鋼管３を接合する際、下部鋼管２の鉛直方向位置と、第１の仮受部材１６の施工位置を測量しておき、測量位置に応じて、上部鋼管３を所定の長さ寸法に切断するとともに、測量位置に応じて、第２の仮受部材１８を上部鋼管３に取り付けた後、下部鋼管２に上部鋼管３を挿入し、下部鋼管２及び上部鋼管３の隙間にモルタル６を充填する。【選択図】図７
JOINING METHOD OF STEEL PIPE, JOINING STRUCTURE OF STEEL PIPE, AND STEEL PIPE PILE
鋼管の接合方法、鋼管の接合構造、及び鋼管杭
TOMINAGA NORIYOSHI (author) / MYONAKA SHINJI (author)
2017-06-22
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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