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ANCHOR DEVICE AND CONSTRUCTION METHOD FOR ANCHOR DEVICE
PROBLEM TO BE SOLVED: To provide an anchor device that can have an anchor body accurately installed, and a construction method for the anchor device.SOLUTION: An anchor device 100 has an anchor sheath tube 110 and an anchor body 120. While the anchor sheath tube 110 comprising a north side plate 10n and a south side plate 10s, an east upper coupling material 14e, a west upper coupling material 14w, an east lower coupling material 15e and a west lower coupling material 15w, an east bottom plate 20e and a west bottom plate 20w, an upper gate range 30 formed of an upper gate longitudinal material 31e, an upper gate longitudinal material 31w, an upper gate lateral material 32n and an upper gate lateral material 32s, and a lower gate range 40 formed of a lower gate longitudinal material 41e, a lower gate longitudinal material 41w, a lower gate lateral material 42n and a lower gate lateral material 42s is placed on a recessed part 910 formed in the ground 900, the anchor body 120 is driven into the ground 900 through the upper gate range 30 and the lower gate range 40.SELECTED DRAWING: Figure 1
【課題】アンカー本体を正確に設置することができるアンカー装置およびアンカー装置の施工方法を提供する。【解決手段】アンカー装置１００はアンカー鞘管１１０とアンカー本体１２０とを有し、北側板１０ｎおよび南側板１０ｓと、東上連結材１４ｅ、西上連結材１４ｗ、東下連結材１５ｅおよび西下連結材１５ｗと、東底板２０ｅおよび西底板２０ｗと、上ゲート縦材３１ｅ、上ゲート縦材３１ｗ、上ゲート横材３２ｎおよび上ゲート横材３２ｓによって形成された上ゲート範囲３０と、下ゲート縦材４１ｅ、下ゲート縦材４１ｗ、下ゲート横材４２ｎおよび下ゲート横材４２ｓによって形成された下ゲート範囲４０とを具備するアンカー鞘管１１０が、地盤９００に形成された凹部９１０に載置された状態で、アンカー本体１２０が上ゲート範囲３０および下ゲート範囲４０を貫通して、地盤９００に打ち込まれる。【選択図】図１
ANCHOR DEVICE AND CONSTRUCTION METHOD FOR ANCHOR DEVICE
PROBLEM TO BE SOLVED: To provide an anchor device that can have an anchor body accurately installed, and a construction method for the anchor device.SOLUTION: An anchor device 100 has an anchor sheath tube 110 and an anchor body 120. While the anchor sheath tube 110 comprising a north side plate 10n and a south side plate 10s, an east upper coupling material 14e, a west upper coupling material 14w, an east lower coupling material 15e and a west lower coupling material 15w, an east bottom plate 20e and a west bottom plate 20w, an upper gate range 30 formed of an upper gate longitudinal material 31e, an upper gate longitudinal material 31w, an upper gate lateral material 32n and an upper gate lateral material 32s, and a lower gate range 40 formed of a lower gate longitudinal material 41e, a lower gate longitudinal material 41w, a lower gate lateral material 42n and a lower gate lateral material 42s is placed on a recessed part 910 formed in the ground 900, the anchor body 120 is driven into the ground 900 through the upper gate range 30 and the lower gate range 40.SELECTED DRAWING: Figure 1
【課題】アンカー本体を正確に設置することができるアンカー装置およびアンカー装置の施工方法を提供する。【解決手段】アンカー装置１００はアンカー鞘管１１０とアンカー本体１２０とを有し、北側板１０ｎおよび南側板１０ｓと、東上連結材１４ｅ、西上連結材１４ｗ、東下連結材１５ｅおよび西下連結材１５ｗと、東底板２０ｅおよび西底板２０ｗと、上ゲート縦材３１ｅ、上ゲート縦材３１ｗ、上ゲート横材３２ｎおよび上ゲート横材３２ｓによって形成された上ゲート範囲３０と、下ゲート縦材４１ｅ、下ゲート縦材４１ｗ、下ゲート横材４２ｎおよび下ゲート横材４２ｓによって形成された下ゲート範囲４０とを具備するアンカー鞘管１１０が、地盤９００に形成された凹部９１０に載置された状態で、アンカー本体１２０が上ゲート範囲３０および下ゲート範囲４０を貫通して、地盤９００に打ち込まれる。【選択図】図１
ANCHOR DEVICE AND CONSTRUCTION METHOD FOR ANCHOR DEVICE
アンカー装置およびアンカー装置の施工方法
TSURUMI AKITOSHI (author) / KAMAZAKI YUJI (author) / ASAI NOBUHIDE (author) / OKI KAZUYOSHI (author)
2016-08-18
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
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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