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ANCHOR STRUCTURE, BEARING PRESSURE RESTRAINT TOOL, AND CONSTRUCTION METHOD FOR ANCHOR STRUCTURE

机译:锚固结构,承压约束工具及锚固结构的构造方法

摘要

PROBLEM TO BE SOLVED: To provide anchor structure capable of exhibiting a high extraction yield strength, while restraining an anchor length to a length as short as possible.;SOLUTION: An anchor preparation part is used for fixing earth retaining tension wires S1, S2 in an inside of a ground 10, and is constructed using a bearing pressure restraint tool 1. The bearing pressure restraint tool 1 includes a restraint tool body 2 provided with a delivery port 4A for delivering a grout injected from an injection rod 9, and a bag material F constrained by the restraint tool body 2. The bearing pressure restraint tool 1 is arranged in the inside of the ground 10, and the tension wires S1, S2 are hooked to a tension wire hooking member 52. The anchor preparation part is filled, in the bag material F, with the grout delivered from the delivery port 4A of the bearing pressure restraint tool 1, is diameter-enlarged up to an outside diameter larger than an inside diameter of a drilled hole 13 formed to arrange the bearing pressure restraint tool 1 in the inside of the ground 10, and is integrated with the restraint tool body 2 and the tension wires S1, S2 together with a solidified body of the filled grout.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:提供一种锚固结构,该锚固结构能够表现出较高的拔出屈服强度,同时将锚固长度限制在尽可能短的长度。解决方案:锚固准备部件用于将地线固定拉力线S1,S2固定在地面压力传感器1包括地面10的内部,并由轴承压力抑制工具1构成。轴承压力抑制工具1包括:约束工具主体2,其具有用于输送从注射杆9注入的浆液的排出口4A;以及袋。被约束工具主体2约束的材料F。将轴承压力约束工具1布置在地面10的内部,并且将拉力线S1,S2钩到拉力线钩挂构件52。填充锚定件部分,在袋材料F中,通过从轴承压力限制工具1的排出口4A排出的灌浆,将其直径扩大至外径,该外径大于钻孔13的内径。 ed将轴承压力约束工具1布置在地面10的内部,并与约束工具主体2和张力线S1,S2以及灌浆的凝固体一起形成一体。版权所有:(C)2011 ,JPO&INPIT

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