Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
METHOD FOR INSTALLING GUARD FENCE
To reduce construction cost for installing a guard fence.SOLUTION: A method of constructing a guard fence 1 comprises the steps of: constructing a support structure 10 on a base ground G at a predetermined interval, and attaching a guard net 30 to the support structure 10. The step of constructing the support structure 10 comprises the stages of: embedding a base steel pipe 11 with both ends opened in the base ground G; installing a support steel pipe 15 with both ends opened inside the base steel pipe 11; filling mortar M into a clearance S between the base steel pipe 11 and the support steel pipe 15; and filling the mortar M into the support steel pipe 15 from an opening 15b on the upper-end side of the support steel pipe 15. The support steel pipe 15 has a through hole 15c at a position exposed to the ground side in a state of being installed in the base ground G inside the base steel pipe 11, and is filled with the mortar M until the mortar M flows out from the through hole 15c in the second filling step.SELECTED DRAWING: Figure 2
【課題】防護柵を設置に係る施工費用を抑制する。【解決手段】防護柵１を構築する方法は、基礎地盤Ｇに所定の間隔をあけて支柱構造１０を構築する工程と、支柱構造１０に防護網３０を取り付ける工程と、を備える。支柱構造１０を構築する工程は、両端が開口した基礎鋼管１１を基礎地盤Ｇに埋め込む工程と、両端が開口した支柱鋼管１５を基礎鋼管１１の内側に設置する工程と、基礎鋼管１１と支柱鋼管１５との間の隙間ＳにモルタルＭを充填する工程と、支柱鋼管１５の上端側の開口１５ｂからモルタルＭを該支柱鋼管１５内に充填する工程と、を含む。支柱鋼管１５は、基礎鋼管１１の内側の基礎地盤Ｇに設置された状態において、地上側に露出した位置に貫通孔１５ｃを有し、第２充填工程において、モルタルＭが貫通孔１５ｃから流出するまでモルタルＭを充填する。【選択図】図２
METHOD FOR INSTALLING GUARD FENCE
To reduce construction cost for installing a guard fence.SOLUTION: A method of constructing a guard fence 1 comprises the steps of: constructing a support structure 10 on a base ground G at a predetermined interval, and attaching a guard net 30 to the support structure 10. The step of constructing the support structure 10 comprises the stages of: embedding a base steel pipe 11 with both ends opened in the base ground G; installing a support steel pipe 15 with both ends opened inside the base steel pipe 11; filling mortar M into a clearance S between the base steel pipe 11 and the support steel pipe 15; and filling the mortar M into the support steel pipe 15 from an opening 15b on the upper-end side of the support steel pipe 15. The support steel pipe 15 has a through hole 15c at a position exposed to the ground side in a state of being installed in the base ground G inside the base steel pipe 11, and is filled with the mortar M until the mortar M flows out from the through hole 15c in the second filling step.SELECTED DRAWING: Figure 2
【課題】防護柵を設置に係る施工費用を抑制する。【解決手段】防護柵１を構築する方法は、基礎地盤Ｇに所定の間隔をあけて支柱構造１０を構築する工程と、支柱構造１０に防護網３０を取り付ける工程と、を備える。支柱構造１０を構築する工程は、両端が開口した基礎鋼管１１を基礎地盤Ｇに埋め込む工程と、両端が開口した支柱鋼管１５を基礎鋼管１１の内側に設置する工程と、基礎鋼管１１と支柱鋼管１５との間の隙間ＳにモルタルＭを充填する工程と、支柱鋼管１５の上端側の開口１５ｂからモルタルＭを該支柱鋼管１５内に充填する工程と、を含む。支柱鋼管１５は、基礎鋼管１１の内側の基礎地盤Ｇに設置された状態において、地上側に露出した位置に貫通孔１５ｃを有し、第２充填工程において、モルタルＭが貫通孔１５ｃから流出するまでモルタルＭを充填する。【選択図】図２
METHOD FOR INSTALLING GUARD FENCE
防護柵を設置する方法
NOZAKI YUSUKE (Autor:in) / TANAKA JUNICHI (Autor:in) / NISHIJIMA TAKEYOSHI (Autor:in)
02.08.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
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