A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BEARING MEMBER FOR SLOPE STABILIZATION METHOD
PROBLEM TO BE SOLVED: To provide a bearing member for slope stabilization method which is capable of dealing with a great tensile force that acts on an anchor member installed on a slope, and can be carried/constructed by man power.SOLUTION: A bearing member 2 comprises: a pressure receiving member 6 for transmitting a reactive force of a tensile force that is generated in an anchor member 1, to a ground surface; and a transmission member 7 which is fitted on a head of the anchor member at an upper side of the pressure receiving member 6 and transmits the tensile force of the anchor member to the pressure receiving member. The pressure receiving member 6 includes: an opening 6a in the center; and a planar part 6b around the opening 6a and in contact with the ground surface. The transmission member 7 includes: an anchor reactive force receiving part 10 which receives the tensile force of the anchor member; and a bearing pressure transmission part 11 which is provided around the anchor reactive force receiving part and partially placed on the pressure receiving member. The bearing pressure transmission part 11 includes: a cell structure part 12 in a planar cell structure; and a plurality of transmission rib parts 13 which connect the cell structure part 12 and the anchor reactive force receiving part 10.SELECTED DRAWING: Figure 7
【課題】斜面に設置したアンカー部材に作用する大きな引張力に対応可能でかつ人力で運搬・施工可能な斜面安定化工法用の支圧部材を提供する【解決手段】支圧部材２は、アンカ一部材１に生じた引張力の反力を地表面に伝達するための受圧部材６と、受圧部材６の上側でアンカ一部材の頭部に取り付けられて受圧部材にアンカ一部材の引張力を伝達する伝達部材７とを持つ。受圧部材６は中央の開口６ａと、開口６ａの周囲に、地表面に接する面状部６ｂを有する。伝達部材７は、アンカ一部材の引張力を受けるアンカ一反力受け部１０と、その周囲に設けられて、一部が受圧部材の上に載る支圧力伝達部１１とを有する。支圧力伝達部１１は、面状セル構造としたセル構造部１２と、このセル構造部１２とアンカ一反力受け部１０との間を繋ぐ複数の伝達リブ部１３とを有する。【選択図】図７
BEARING MEMBER FOR SLOPE STABILIZATION METHOD
PROBLEM TO BE SOLVED: To provide a bearing member for slope stabilization method which is capable of dealing with a great tensile force that acts on an anchor member installed on a slope, and can be carried/constructed by man power.SOLUTION: A bearing member 2 comprises: a pressure receiving member 6 for transmitting a reactive force of a tensile force that is generated in an anchor member 1, to a ground surface; and a transmission member 7 which is fitted on a head of the anchor member at an upper side of the pressure receiving member 6 and transmits the tensile force of the anchor member to the pressure receiving member. The pressure receiving member 6 includes: an opening 6a in the center; and a planar part 6b around the opening 6a and in contact with the ground surface. The transmission member 7 includes: an anchor reactive force receiving part 10 which receives the tensile force of the anchor member; and a bearing pressure transmission part 11 which is provided around the anchor reactive force receiving part and partially placed on the pressure receiving member. The bearing pressure transmission part 11 includes: a cell structure part 12 in a planar cell structure; and a plurality of transmission rib parts 13 which connect the cell structure part 12 and the anchor reactive force receiving part 10.SELECTED DRAWING: Figure 7
【課題】斜面に設置したアンカー部材に作用する大きな引張力に対応可能でかつ人力で運搬・施工可能な斜面安定化工法用の支圧部材を提供する【解決手段】支圧部材２は、アンカ一部材１に生じた引張力の反力を地表面に伝達するための受圧部材６と、受圧部材６の上側でアンカ一部材の頭部に取り付けられて受圧部材にアンカ一部材の引張力を伝達する伝達部材７とを持つ。受圧部材６は中央の開口６ａと、開口６ａの周囲に、地表面に接する面状部６ｂを有する。伝達部材７は、アンカ一部材の引張力を受けるアンカ一反力受け部１０と、その周囲に設けられて、一部が受圧部材の上に載る支圧力伝達部１１とを有する。支圧力伝達部１１は、面状セル構造としたセル構造部１２と、このセル構造部１２とアンカ一反力受け部１０との間を繋ぐ複数の伝達リブ部１３とを有する。【選択図】図７
BEARING MEMBER FOR SLOPE STABILIZATION METHOD
斜面安定化工法用の支圧部材
KASAHARA KEI (author) / SOEDA NAOKI (author) / HASHIMOTO TORU (author) / KUROKAWA TAKAHIRO (author)
2016-11-17
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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