首页> 中文期刊>水利水电科技进展 >高海拔地区碾压式沥青混凝土心墙施工技术--以旁多水利枢纽大坝为例

高海拔地区碾压式沥青混凝土心墙施工技术--以旁多水利枢纽大坝为例

     

摘要

为总结碾压式沥青混凝土心墙在高海拔地区的施工经验,以首次在西藏高海拔地区应用的西藏旁多水利枢纽大坝碾压式沥青混凝土心墙施工为例,从原材料、施工机械设备、沥青混合料施工配合比、沥青混合料拌和、沥青混凝土心墙施工方法、温度控制及防护措施等方面针对制约高海拔地区碾压式沥青混凝土心墙施工的主要问题进行了总结,指出高地震烈度、强紫外线辐射、深覆盖层、高寒等地质和气候特点是制约高海拔地区碾压式沥青混凝土心墙施工的主要问题,初步探寻出了加大沥青含量提高变形能力、采用帆布覆盖措施防止紫外线辐射、采取棉被和砂砾石覆盖措施进行保温等解决方法,并在旁多水利枢纽大坝碾压式沥青混凝土心墙施工中得到成功应用。%In order to summarize the construction experience of roller-compacted asphalt concrete core walls in high-altitude areas, the construction of core walls of the dams in the Pangduo Hydraulic Project, which were first used in the high-altitude area in Tibet, was taken as an instance. The construction technology for the roller-compacted hydraulic asphalt concrete cores in high-altitude areas is discussed, including raw materials, construction machinery and equipment, the construction mixing ratio of the asphalt mixture, the mixing technology of the asphalt mixture, construction methods of asphalt concrete core walls, temperature control and protective measures. It is concluded that geological and climatic characteristics such as high seismic intensity, strong ultraviolet radiation, deep overburden, and the extremely cold climate mainly affected the construction of roller-compacted asphalt concrete core walls in high-altitude areas. Methods to solve these problems are proposed, such as improving the deformation capacity by increasing the asphalt content, preventing ultraviolet radiation by using a canvas cover, and enhancing thermal insulation by covering the core walls with blankets and gravel. These methods have been successfully applied in the construction of the roller-compacted asphalt concrete core walls in the Pangduo Hydraulic Project.

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