A platform for research: civil engineering, architecture and urbanism
ANCHOR PRESSURE PLATE
To surely press a slope even with a branch-like pressure portion extending branch-like from a central pressure portion through which an anchor material is passed.SOLUTION: An anchor pressure plate 1 that transmits the tension force of a rock bolt 2 to the ground, when an end of the rock bolt 2 protruding from the ground is tightened with a tightening nut 3, comprises a pressure plate body 11 having a central pressure portion 11a provided with a bolt through hole 11a1 through which the rock bolt 2 is passed, and a plurality of branch-like pressure portions 11b extending outward from the central pressure portion 11a in a branch shape, and a stress transmitting member 12 that is provided with the bolt through hole 11a1 through which the rock bolt 2 is passed, and presses the central pressure portion 11a and the plurality of branch-like pressure portions 11b of the pressure plate body 11 by tightening the tightening nut 3.SELECTED DRAWING: Figure 1
【課題】アンカー材が通される中央受圧部から枝状に延びる枝状受圧部でも斜面を確実に押圧する。【解決手段】地盤から突出したロックボルト2の端部を緊結ナット3で緊結した際のロックボルト2の緊張力を当該地盤に伝達するアンカー用受圧板1であって、ロックボルト2が通されるボルト通し孔11a1が設けられた中央受圧部11aおよびその中央受圧部11aから外側に向かって枝状に延びる複数の枝状受圧部11bを有する受圧板本体11と、ロックボルト2が通されるボルト通し孔11a1が設けられ、緊結ナット3の緊結によって受圧板本体11の中央受圧部11aおよび複数の枝状受圧部11bを押圧する応力伝達部材12とを備える。【選択図】図1
ANCHOR PRESSURE PLATE
To surely press a slope even with a branch-like pressure portion extending branch-like from a central pressure portion through which an anchor material is passed.SOLUTION: An anchor pressure plate 1 that transmits the tension force of a rock bolt 2 to the ground, when an end of the rock bolt 2 protruding from the ground is tightened with a tightening nut 3, comprises a pressure plate body 11 having a central pressure portion 11a provided with a bolt through hole 11a1 through which the rock bolt 2 is passed, and a plurality of branch-like pressure portions 11b extending outward from the central pressure portion 11a in a branch shape, and a stress transmitting member 12 that is provided with the bolt through hole 11a1 through which the rock bolt 2 is passed, and presses the central pressure portion 11a and the plurality of branch-like pressure portions 11b of the pressure plate body 11 by tightening the tightening nut 3.SELECTED DRAWING: Figure 1
【課題】アンカー材が通される中央受圧部から枝状に延びる枝状受圧部でも斜面を確実に押圧する。【解決手段】地盤から突出したロックボルト2の端部を緊結ナット3で緊結した際のロックボルト2の緊張力を当該地盤に伝達するアンカー用受圧板1であって、ロックボルト2が通されるボルト通し孔11a1が設けられた中央受圧部11aおよびその中央受圧部11aから外側に向かって枝状に延びる複数の枝状受圧部11bを有する受圧板本体11と、ロックボルト2が通されるボルト通し孔11a1が設けられ、緊結ナット3の緊結によって受圧板本体11の中央受圧部11aおよび複数の枝状受圧部11bを押圧する応力伝達部材12とを備える。【選択図】図1
ANCHOR PRESSURE PLATE
アンカー用受圧板
MAEDA KAZUNORI (author) / TAKAHASHI AKIRA (author) / HASHIMOTO KAZUHISA (author) / HOSOYA KAZUHIDE (author) / KOIKE NAOYA (author) / ISOO TOMOHIRO (author)
2024-04-24
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
PRECAST REINFORCED CONCRETE PRESSURE PLATE FOR GROUND ANCHOR
European Patent Office | 2018
|European Patent Office | 2023
|