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UNDERGROUND STRUCTURE CONSTRUCTION METHOD, UNDERGROUND STRUCTURE, AND PRECAST CONCRETE SIDE WALL OR INTERMEDIATE WALL/POLE FOR USE IN THE SAME

机译:地下结构的施工方法,地下结构以及预制的混凝土侧墙或中间墙/立杆

摘要

PPROBLEM TO BE SOLVED: To provide an underground structure construction method according to which a ground occupation area necessary for construction work is minimized and a construction period is shortened, to thereby suppress an influence on the environmental circumstance to the minimum, and an occupation width taken up during the construction work is reduced, and energy saving etc. in the construction work are achieved. PSOLUTION: The underground structure construction method is comprised of following three steps. In the first step, precast concrete side walls 2, 2 forming a main body structure are built in the ground at locations where both side wall portions are to be erected, and a shallow ground portion between the precast concrete side walls 2, 2 is excavated and removed. Thereafter a precast concrete top slab 4 forming the main body structure is extended between the precast concrete side walls 2, 2, and then the excavated portion is back-filled, to thereby antecedently complete the shallow portion above the top slab. In the second step, excavation is carried out in a ground portion enclosed by the precast concrete side walls 2, 2 and the precast concrete top slab 4, which is deeper than the top slab, and finally excavation is carried out in a ground portion down to a depth at which a bottom slab 5 is constructed. In the third step, concrete is placed in a bottom slab construction area, and unitary combination of the bottom slab with the precast concrete side walls 2 is achieved. PCOPYRIGHT: (C)2006,JPO&NCIPI
机译:

要解决的问题:提供一种地下结构施工方法,根据该方法,最小化施工工作所需的地面占用面积并缩短施工周期,从而将对环境的影响最小化,减少了施工过程中占用的占用宽度,并实现了施工过程中的节能等。

解决方案:地下结构施工方法包括以下三个步骤。第一步,在要竖立两个侧壁部分的位置将形成主体结构的预制混凝土侧壁2、2埋在地下,并在预制混凝土侧壁2、2之间挖出浅层地面。并删除。此后,形成主体结构的预制混凝土顶板4在预制混凝土侧壁2、2之间延伸,然后将开挖部分回填,从而预先完成顶板上方的浅部。在第二步骤中,在由预制混凝土侧壁2、2和预制混凝土顶板4包围的地面部分中进行开挖,该地面部分比顶板深,最后在向下的地面部分中进行开挖。到建造底板5的深度。在第三步骤中,将混凝土放置在底板的建筑区域中,并实现底板和预制混凝土侧壁2的整体结合。

版权:(C)2006,JPO&NCIPI

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