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BUILDING METHOD OF HIGH WALL BLOCK FOR LARGE SCALE UNDERGROUND STRUCTURE USING EARTH ANCHOR REPRESTRESSING

机译:土锚加固的大型地下结构高层砌块建造方法。

摘要

PURPOSE: A method for constructing a retaining wall for a large underground structure through the tension of earth anchors is provided to secure a wide underground work-space without using support beams. CONSTITUTION: A method for constructing a retaining wall for a large underground structure through the tension of earth anchors is as follows. A cast-in-place pile(10) is constructed on the ground. The earth anchors are successively constructed by tensioning a tension member fixed to the ground. The tensile force applied to the tension member(20) is released, and a wale is unlocked from the tension member. An earth anchor sleeve is inserted into an upper part of the tension member, and contacts with the cast-in-place pile. A form is installed at a constant distance from the cast-in-place pile, and concrete is placed into the gap such that the retaining wall is built(50). The tension member is tensioned again by the earth anchor. The tension force applied to the tension member is removed, and earth anchor is removed from the earth anchor sleeve. Fillers are filled in the earth anchor sleeve to prevent a flood.
机译:目的:提供一种通过土锚的张力为大型地下结构建造挡土墙的方法,以确保不使用支撑梁就能确保较宽的地下工作空间。组成:一种通过土锚的张力为大型地下结构构造挡土墙的方法如下。在地面上建造一个现浇桩(10)。通过张紧固定在地面上的受拉构件来依次构造地锚。释放施加在受拉构件(20)上的拉力,并且从受拉构件解锁纵行。地锚套筒插入受拉构件的上部,并与现浇桩接触。在距现浇桩一定距离处安装模板,然后将混凝土放入缝隙中以建造挡土墙(50)。张紧构件再次被大地锚拉紧。施加在受拉构件上的张力被去除,并且土锚从土锚套筒上被去除。填料填充在地锚套筒中,以防止洪水泛滥。

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