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PRECAST BLOCK WALL, CANTILEVERED SLAB BRIDGE USING PRECAST BLOCK WALL AND CONSTRUCTION METHOD THEREOF

机译:预制砌块墙,使用预制砌块墙的悬臂平板桥及其施工方法

摘要

PURPOSE: A precast block wall, a cantilevered slab bridge using the precast block wall, and a construction method thereof are provided to prevent the deformation of a retaining wall due to the differential settlement of a back fill section by unifying the movement of blocks for forming into a bearing wall. CONSTITUTION: A precast block wall comprises a front wall(110), an internal pillar(120), reinforced earth(130), and a reinforcing material(140). The front wall is made of the layers of precast blocks equipped with a hollow part on the top of a foundation(101). The hollow part is embedded with the internal pillar. The rear side of the front wall is filled with the reinforced earth. The rear side of the front wall is horizontally installed with the reinforcing material according to the layered height of the precast blocks. The front wall alternately forms each layer in order to fit the hollow part and groove of the precast block. The internal pillar is equipped with re-bars(121) in the hollow part and filled with mortar(122).
机译:目的:提供一种预制砌块墙,使用该预制砌块墙的悬臂平板桥及其施工方法,以通过统一用于成形的砌块的移动来防止由于回填段的差异沉降而导致的挡土墙变形。进入承重墙。组成:预制砌块墙包括前壁(110),内部支柱(120),加筋土(130)和增强材料(140)。前壁由几层预制砌块组成,在基础(101)的顶部配有空心部分。中空部分嵌入内部支柱。前壁的后侧填充有加固土。根据预制块的分层高度,前壁的后侧水平地安装有增强材料。前壁交替地形成每一层,以配合预制块的中空部分和凹槽。内柱在中空部分装有钢筋(121),并用砂浆(122)填充。

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