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Integrated construction method for rock-fill concrete
The invention discloses an integrated construction method for rock-fill concrete. The integrated construction method comprises the steps that a formwork is built on a to-be-poured bin face to form a bin position; the bin position comprises a functional area and a rock filling area, and the functional area and/or the rock filling area comprise/comprises rockfill; before concrete pouring, a pouring scheme is determined, and the pouring scheme comprises a plurality of pouring positions, a pouring sequence and the pouring speed and the pouring amount of each pouring position; the pouring method comprises the steps that 1, first concrete A is poured in the functional area or the transition area, second concrete B is poured in the rock-fill area or the transition area adjacent to the transition area, and the first concrete A and the second concrete B make direct contact in the transition area; 2, the pouring speed of the first concrete A and the pouring speed of the second concrete B are controlled correspondingly, so that the contact interface of the first concrete A and the contact interface of the second concrete B rise synchronously; 3, after the pouring points of the two kinds of concrete are moved by a preset distance in the preset direction, pouring continues to be conducted according to the step 2; and 4, the step 3 is repeated till the first concrete A in the functional area is poured. The construction efficiency can be improved.
一种堆石混凝土的一体化施工方法,包括在待浇筑的仓面上搭建模板以形成仓位;在仓位中包括功能区和堆石区,功能区和/或堆石区包括堆石;在混凝土浇筑之前,确定浇筑方案,浇筑方案包括多个浇筑位置和浇筑顺序以及每个浇筑位置的浇筑速度和浇筑量;浇筑步骤包括:步骤1:在功能区或过渡区浇筑第一混凝土A,在与过渡区相邻的堆石区或过渡区浇筑第二混凝土B,使得第一混凝土A和第二混凝土B在过渡区直接接触;步骤2:分别控制第一混凝土A和第二混凝土B的浇筑速度,使得第一混凝土A和第二混凝土B的接触界面同步上升;步骤3:将两种混凝土的浇筑点沿预设方向移动预设距离后,按照步骤2继续浇筑;步骤4:重复步骤3直至功能区内的第一混凝土A浇筑完成。本申请能够提高施工效率。
Integrated construction method for rock-fill concrete
The invention discloses an integrated construction method for rock-fill concrete. The integrated construction method comprises the steps that a formwork is built on a to-be-poured bin face to form a bin position; the bin position comprises a functional area and a rock filling area, and the functional area and/or the rock filling area comprise/comprises rockfill; before concrete pouring, a pouring scheme is determined, and the pouring scheme comprises a plurality of pouring positions, a pouring sequence and the pouring speed and the pouring amount of each pouring position; the pouring method comprises the steps that 1, first concrete A is poured in the functional area or the transition area, second concrete B is poured in the rock-fill area or the transition area adjacent to the transition area, and the first concrete A and the second concrete B make direct contact in the transition area; 2, the pouring speed of the first concrete A and the pouring speed of the second concrete B are controlled correspondingly, so that the contact interface of the first concrete A and the contact interface of the second concrete B rise synchronously; 3, after the pouring points of the two kinds of concrete are moved by a preset distance in the preset direction, pouring continues to be conducted according to the step 2; and 4, the step 3 is repeated till the first concrete A in the functional area is poured. The construction efficiency can be improved.
一种堆石混凝土的一体化施工方法,包括在待浇筑的仓面上搭建模板以形成仓位;在仓位中包括功能区和堆石区,功能区和/或堆石区包括堆石;在混凝土浇筑之前,确定浇筑方案,浇筑方案包括多个浇筑位置和浇筑顺序以及每个浇筑位置的浇筑速度和浇筑量;浇筑步骤包括:步骤1:在功能区或过渡区浇筑第一混凝土A,在与过渡区相邻的堆石区或过渡区浇筑第二混凝土B,使得第一混凝土A和第二混凝土B在过渡区直接接触;步骤2:分别控制第一混凝土A和第二混凝土B的浇筑速度,使得第一混凝土A和第二混凝土B的接触界面同步上升;步骤3:将两种混凝土的浇筑点沿预设方向移动预设距离后,按照步骤2继续浇筑;步骤4:重复步骤3直至功能区内的第一混凝土A浇筑完成。本申请能够提高施工效率。
Integrated construction method for rock-fill concrete
一种堆石混凝土的一体化施工方法
LI FENGLIANG (Autor:in) / SUN ZUJIN (Autor:in) / LI MENG (Autor:in) / LUO XIN (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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