A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE, JOINT, AND INSTALLATION METHOD FOR JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a joint structure, a joint, and an installation method for the joint structure that resolve a problem with grout joining.SOLUTION: A joint structure 200 connects a flange 40 of a pile head part of a pile 400 with a tower flange 50 of a bottom tower 500, with a bolt 90 and a nut 91. The joint structure includes: a first joint member 110a having a first upper flange part 30a inclined by a joint member inclination angle α to a first lower flange part 10a connected to the flange 40 of the pile head part; and a second joint member 110b having a second upper flange part 30b inclined by the joint member inclination angle α to a second lower flange part 10b connected to the first upper flange part 30a. A first thickest phase (phase A) of the first joint member 110a and a second thickest phase (phase B) of the second joint member 110b are positioned symmetrically to each other on both sides of a virtual line in a pile inclination direction.SELECTED DRAWING: Figure 4
【課題】グラウト接合における問題を解消する継手構造および継手並びに杭構造物の施工方法を提供する。【解決手段】継手構造２００は、杭４００の杭頭部フランジ部４０とボトムタワー５００のタワーフランジ５０とを、ボルト９０／ナット９１によって接続するものであって、杭頭部フランジ部４０に接続された第１下フランジ部１０ａに対して継手部材傾斜角度α傾斜した第１上フランジ部３０ａを具備する第１継手部材１１０ａと、第１上フランジ部３０ａに接続された第２下フランジ部１０ｂに対して継手部材傾斜角度α傾斜した第２上フランジ３０ｂを具備する第２継手部材１１０ｂとを有し、第１継手部材１１０ａの第１最厚位相（位相Ａ）と第２継手部材１１０ｂの第２最厚位相（位相Ｂ）とは、杭傾斜方向仮想線に対して互いに対称に配置されている。【選択図】図４
JOINT STRUCTURE, JOINT, AND INSTALLATION METHOD FOR JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a joint structure, a joint, and an installation method for the joint structure that resolve a problem with grout joining.SOLUTION: A joint structure 200 connects a flange 40 of a pile head part of a pile 400 with a tower flange 50 of a bottom tower 500, with a bolt 90 and a nut 91. The joint structure includes: a first joint member 110a having a first upper flange part 30a inclined by a joint member inclination angle α to a first lower flange part 10a connected to the flange 40 of the pile head part; and a second joint member 110b having a second upper flange part 30b inclined by the joint member inclination angle α to a second lower flange part 10b connected to the first upper flange part 30a. A first thickest phase (phase A) of the first joint member 110a and a second thickest phase (phase B) of the second joint member 110b are positioned symmetrically to each other on both sides of a virtual line in a pile inclination direction.SELECTED DRAWING: Figure 4
【課題】グラウト接合における問題を解消する継手構造および継手並びに杭構造物の施工方法を提供する。【解決手段】継手構造２００は、杭４００の杭頭部フランジ部４０とボトムタワー５００のタワーフランジ５０とを、ボルト９０／ナット９１によって接続するものであって、杭頭部フランジ部４０に接続された第１下フランジ部１０ａに対して継手部材傾斜角度α傾斜した第１上フランジ部３０ａを具備する第１継手部材１１０ａと、第１上フランジ部３０ａに接続された第２下フランジ部１０ｂに対して継手部材傾斜角度α傾斜した第２上フランジ３０ｂを具備する第２継手部材１１０ｂとを有し、第１継手部材１１０ａの第１最厚位相（位相Ａ）と第２継手部材１１０ｂの第２最厚位相（位相Ｂ）とは、杭傾斜方向仮想線に対して互いに対称に配置されている。【選択図】図４
JOINT STRUCTURE, JOINT, AND INSTALLATION METHOD FOR JOINT STRUCTURE
継手構造および継手並びに杭構造物の施工方法
WATANABE AKIRA (author) / MASUI NAOKI (author) / MIWA TOSHIAKI (author) / IMASAKA TAKEHIRO (author)
2017-01-05
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
VERTICAL JOINT STRUCTURE, AND INSTALLATION METHOD OF VERTICAL JOINT STRUCTURE
| European Patent Office | 2016
EXPANSION JOINT INSTALLATION METHOD AND EXPANSION JOINT STRUCTURE USING THE SAME
| European Patent Office | 2021
EXPANSION JOINT INSTALLATION METHOD AND EXPANSION JOINT STRUCTURE USING THE SAME
| European Patent Office | 2019