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GROUND ANCHOR TENSION MEMBER, GROUND ANCHOR TENSION MEMBER UNIT, AND GROUND ANCHOR CONSTRUCTION METHOD USING THEM
GROUND ANCHOR TENSION MEMBER, GROUND ANCHOR TENSION MEMBER UNIT, AND GROUND ANCHOR CONSTRUCTION METHOD USING THEM
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机译:地面锚杆构件,地面锚杆构件以及使用它们的地面锚杆施工方法
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摘要
PROBLEM TO BE SOLVED: To cause shearing resistance force to be applied uniformly over an entire anchor by constituting that a tendon with its fore-end secured to a rear load bearing plate of a load bearing body is turned back and hooked around a front load bearing plate and further extended upward and also hook-stopped on a rear load bearing plate. ;SOLUTION: A tension member 1 comprises a load bearing body 2 and two tendons 3, 3. One tendon 3 with its fore-end secured to a rear load bearing plate 4 is turned back ad hooked around a front load bearing plate 5. Furthermore, the fore-end of the tendon 3 is hook-stopped on a hook-stop groove 4a of the rear load bearing plate 4 and secured with a press holding grip 2a. The tendon 3 extends from the hook-stop groove 4a downward, fits in a hook-stop groove 5a around the front load bearing plated 5, turns back and encircles a curved groove 4a of a curved body 7 projecting from the underside of the front load bearing plate 5, and further from there extends upward to fit in the hook-stop groove 4a an extends upward. This makes it possible to apply shearing resistance force uniformly over the entire anchor body.;COPYRIGHT: (C)1998,JPO
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