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Precast concrete block for cascade retaining wall for slope protection And method of constructing a retaining wall using the same

机译:用于斜坡保护的梯级挡土墙的预制混凝土砌块以及使用该混凝土砌块建造挡土墙的方法

摘要

The present invention relates to a precast concrete block for terraced retaining wall construction for slope reinforcement and rapid construction, and a retaining wall construction method using the same. In detail, a precast concrete block is molded to include both sides and a rear side being open and only a top plate, a front plate, and a bottom plate being integrally formed, to allow a side cross-section to have an angular C-shape. A cement concrete injection hole, with which a stopper is detachably coupled, is formed in front and rear parts of the center of the top plate to inject concrete into a space portion formed between a slope and the inside of the precast concrete block. A side plate for preventing concrete and soil from leaking is further formed on a left side or a right side of precast concrete blocks installed at both ends of the slope. When the precast concrete blocks are installed in the front of the slope to be terraced, a respective interlayer of blocks is installed in a zigzag pattern to be engaged in half with respective blocks, located in the upper and lower parts of adjacent blocks in a horizontal direction. Therefore, since a separate mold or the like is not required, time, construction costs, labor costs, and the like caused by slope reinforcement construction may be significantly reduced. The outer appearance of the precast concrete blocks may be prevented from being damaged by leaked mortar. Damage to a retaining wall for slope reinforcement may be significantly reduced. In addition, double construction may be prevented and damage to a retaining wall caused by an anchor, soil nailing, or the like may also be prevented.
机译:本发明涉及一种用于斜坡加固和快速施工的梯形挡土墙的预制混凝土砌块,以及使用该预制混凝土砌块的挡土墙的施工方法。详细地,将预制混凝土块模制成包括两侧和后侧敞开的并且仅一体地形成顶板,前板和底板,以允许侧截面具有角C-。形状。在顶板的中心的前后部分中形成有水泥混凝土注入孔,其与塞子可拆卸地连接,以将混凝土注入形成在斜坡和预制混凝土块内部之间的空间部分中。在安装在斜坡两端的预制混凝土块的左侧或右侧上还形成有用于防止混凝土和土壤泄漏的侧板。当将预制混凝土砌块安装在斜坡的前部以梯田时,将相应的砌块中间层以锯齿形安装,以与相应砌块的一半接合,位于水平方向上相邻砌块的上部和下部方向。因此,由于不需要单独的模具等,因此可以显着减少由斜坡加固构造引起的时间,建造成本,人工成本等。可以防止预制混凝土块的外观被泄漏的砂浆损坏。可以显着减少用于斜坡加固的挡土墙的损坏。另外,可以防止双重结构,并且还可以防止由锚,土钉子等引起的对保持壁的损坏。

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