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GROUND ADHERING SOIL NAILING STRUCTURE AND GROUND REINFORCEMENT METHOD USING THE SAME

机译:地基固结土钉结构及采用相同方法的地基加固方法

摘要

A ground adhering soil nailing structure and a ground reinforcement method using the same are provided to increase the valid diameter and the shear resistance of anchorage by the pressure grouting. A ground adhering soil nailing structure includes an inner groove in which the steel reinforcement rib of nail(2) is fixedly inserted in the inner circumference; a pair of nail truss bolts including the cork in the outer circumference of the semi-cylindrical shape; a female thread which surrounds the outer circumference of the nail truss bolt of the pair; a settlement packer which is expanded by injecting the grout material into the outer circumference(13); an anchorage(10) consisting of the nail settlement nut(12) and a settlement anchor(14); a stationary tube including the hollow inside; a pressure grouting packer surrounding the outer circumference of the stationary tube; an anchor plate fixed by a fixing nut(5).
机译:提供了一种地面附着土钉结构和使用该结构的地面加固方法,以通过压浆增加有效直径和锚固的抗剪强度。一种地面附着土钉结构,其特征在于,在其内周面固定地插入有钉子(2)的钢筋加强筋。在半圆柱形的外周上包括软木的一对钉子桁架螺栓;内螺纹围绕该对钉桁架螺栓的外周。沉降封隔器,其通过将灌浆材料注入到外周中而膨胀(13);由钉子沉降螺母(12)和沉降锚(14)组成的锚固件(10);包括中空内部的固定管;围绕固定管的外周的压力灌浆封隔器;由固定螺母(5)固定的固定板。

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