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CONSTRUCTION METHOD AND THE APPARATUS OF A GROUND RETAINING STRUCTURES OR WALLS

机译:地面挡土结构或墙的施工方法和装置

摘要

An apparatus and a method for constructing a soil retaining wall are provided to prevent accidents by installing prefabricated steel piles to a soil retaining wall dually and supporting the soil retaining wall strongly, thereby preventing a soil retaining wall or a steel pile from being broken or pushed by earth pressure, and to secure the recycling efficiency of construction equipment, the safety of a building and work efficiency by removing the dually constructed steel piles simply after the construction of a building. An apparatus for constructing a soil retaining wall comprises many first steel piles(11) equipped with soil retaining plate grooves at two sides in the shape of an H-beam and installed on the ground at the soil surface at regular intervals, many second steel piles(12) equipped with soil retaining plate grooves at two sides in the shape of an H-beam and supporting the first steel piles respectively, many soil retaining plates(20) fitted to the soil retaining plate grooves of the first steel piles or the second steel piles in a horizontal direction, many first pile assemblies assembling the second steel piles to the first steel piles, and many steel pile stiffeners(60) installed perpendicular to the second steel piles to connect and support the second steel piles. A method for constructing a soil retaining wall comprises the steps of: reinforcing a soil retaining wall primarily by driving many first steel piles to the ground at the soil surface and fastening many soil retaining plates to soil retaining plate grooves of the first steel piles in a horizontal direction; reinforcing the soil retaining wall dually by placing second steel piles correspondingly to the first steel piles and assembling the first steel piles and the second steel piles using first pile assemblies; keeping the distance between second steel piles and reinforcing the soil retaining wall by inserting many soil retaining plates between the second steel piles in a horizontal direction; installing a soil nail(50) to the dually reinforced soil retaining wall by the first pile assemblies; and connecting and supporting the second steel piles by installing many steel pile stiffeners perpendicular to the second steel piles.
机译:提供了一种用于建造土壤挡土墙的设备和方法,以通过将预制的钢桩双重安装到土壤挡土墙并牢固地支撑土壤挡土墙来防止事故,从​​而防止土壤挡土墙或钢桩被破坏或推入。为了确保建筑设备的回收利用效率,建筑物的安全性和工作效率,只需在建筑物的建造后移开双重构造的钢桩,就可以利用土压力。一种用于建造挡土墙的设备,包括许多第一钢桩(11),该第一钢桩在两侧均以H形梁的形式配备有挡土板凹槽,并以固定间隔安装在土壤表面的地面上,其中许多第二钢桩(12)在两侧具有H形梁的挡土板凹槽并分别支撑第一钢桩,许多挡土板(20)装配到第一或第二钢桩的挡土板凹槽中水平方向上的钢桩,许多第一桩组件将第二钢桩组装到第一钢桩,以及许多垂直于第二钢桩安装的钢桩加强件(60)以连接和支撑第二钢桩。一种建造挡土墙的方法,包括以下步骤:主要通过将许多第一钢桩打入土壤表面的地面来加固挡土墙,并将许多挡土板固定在第一钢桩的挡土板凹槽中。水平方向通过对应于第一钢桩放置第二钢桩并使用第一桩组件将第一钢桩和第二钢桩组装起来,双重加固土挡墙。保持第二钢桩之间的距离,并通过在第二钢桩之间沿水平方向插入许多挡土板来加固挡土墙;通过第一桩组件将土钉(50)安装到双重加固的土挡墙上;通过安装许多垂直于第二钢桩的钢桩加劲肋来连接和支撑第二钢桩。

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