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JOINT STRUCTURE FOR STEEL PIPE SHEET PILE
To provide a joint structure for a steel pipe sheet pile that can prevent the positions of joint steel pipes being joined from shifting or being detached from one another, and that can bring a gap between a first insertion plate part and a second insertion plate part into a desired size.SOLUTION: On a first insertion plate part 33, a protruding member (protrusion) 5 is provided that protrudes to the side of a second insertion plate part 43 facing the first insertion plate part 33 over the width of a slit 4a. A plurality of the protruding member 5 are provided while being spaced in a joint direction X (direction where the first insertion plate part 33 and the second insertion plate part 43 face one another) and a depth direction Y (direction intersecting both the axial directions of a first joint steel pipe 3 and a second joint steel pipe 4).SELECTED DRAWING: Figure 3
【課題】接合される継手鋼管が位置ずれしたり、互いに外れたりすることを防止し、第1挿入板部と第2挿入板部との間隔を所望の大きさとすることができる鋼管矢板の継手構造を提供する。【解決手段】第1挿入板部33には、対向する第2挿入板部43側にスリット4aの幅よりも大きく突出する突出部材(突出部)5が設けられ、突出部材5は、連結方向X(第1挿入板部33と第2挿入板部43とが対向する方向)、および奥行き方向Y(第1継手鋼管3および第2継手鋼管4の軸線方向の両方に交差する方向)に間隔をあけて複数設けられていることを特徴とする。【選択図】図3
JOINT STRUCTURE FOR STEEL PIPE SHEET PILE
To provide a joint structure for a steel pipe sheet pile that can prevent the positions of joint steel pipes being joined from shifting or being detached from one another, and that can bring a gap between a first insertion plate part and a second insertion plate part into a desired size.SOLUTION: On a first insertion plate part 33, a protruding member (protrusion) 5 is provided that protrudes to the side of a second insertion plate part 43 facing the first insertion plate part 33 over the width of a slit 4a. A plurality of the protruding member 5 are provided while being spaced in a joint direction X (direction where the first insertion plate part 33 and the second insertion plate part 43 face one another) and a depth direction Y (direction intersecting both the axial directions of a first joint steel pipe 3 and a second joint steel pipe 4).SELECTED DRAWING: Figure 3
【課題】接合される継手鋼管が位置ずれしたり、互いに外れたりすることを防止し、第1挿入板部と第2挿入板部との間隔を所望の大きさとすることができる鋼管矢板の継手構造を提供する。【解決手段】第1挿入板部33には、対向する第2挿入板部43側にスリット4aの幅よりも大きく突出する突出部材(突出部)5が設けられ、突出部材5は、連結方向X(第1挿入板部33と第2挿入板部43とが対向する方向)、および奥行き方向Y(第1継手鋼管3および第2継手鋼管4の軸線方向の両方に交差する方向)に間隔をあけて複数設けられていることを特徴とする。【選択図】図3
JOINT STRUCTURE FOR STEEL PIPE SHEET PILE
鋼管矢板の継手構造
NAKASHIMA KOSEI (author) / ENDO KAZUO (author) / KOBAYASHI SEIJI (author)
2019-07-22
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
JOINT STRUCTURE CONNECTING STEEL SHEET PILE WITH STEEL PIPE SHEET PILE
European Patent Office | 2016
|European Patent Office | 2016
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