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Construction method of a long span bridge main tower

机译:大跨度桥梁主塔施工方法

摘要

The present invention relates to a method of constructing a pillar of a long bridge bridge, comprising the steps of: (A) installing an elevating form surrounding the reinforcing bars constituting the skeleton of the pillar and ascending along the height direction of the pillar, Pouring the concrete as much as the set height into the inside of the riser form so that a top part of the reinforcing bars is exposed; (B) connecting new reinforcing bars to the exposed upper end of the pre-installed reinforcing bars when the poured concrete reaches a set condition; And (C) when the concrete is cured, raising the riser form and pouring concrete into the inside of the riser form to extend a portion of the main tower while exposing a top portion of the reinforcing bars installed in the step (B) Wherein the step (B) and the step (C) are repeated one or more times.
机译:本发明涉及一种建造长桥桥梁的支柱的方法,该方法包括以下步骤:(A)围绕构成支柱骨架的加强杆安装升降模板,并沿支柱的高度方向上升。达到立管模板内部设定高度的混凝土,以便露出钢筋的顶部; (B)当浇筑的混凝土达到设定状态时,将新的钢筋连接到预先安装的钢筋的裸露上端;并且(C)当混凝土固化时,升高立管模板并将混凝土倒入立管模板的内部以延伸主塔的一部分,同时露出在步骤(B)中安装的钢筋的顶部。步骤(B)和步骤(C)重复一次或多次。

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