摘要
秦山核电二期核岛地下防水工程共设置3道防水系统,并采取特殊的构造防水与合理选择回填土的综合性方案。3道防水系统从外到内依次为:室外排渗系统(地下排水盲沟)、结构外侧材料防水(大面积特种氰凝涂膜防水层)和结构自身刚性防水(自防水混凝土)。采取上述措施后,取得了较好的效果。
During construction of Qinshan Phase ⅡNuclear Power Station project,there were 3-layer waterproofing underground systems implemented.It has adopted not only the special structural waterproofing but also the comprehensive technology of proper back filling method.These 3-layer waterproofing underground systems have been carried out successively as following:1,outside room drainage system(underground ditch drain) 2,structural external-side waterproofing materials (large area special low-polymerized ployurethane leakproofing agent film waterproof materials) and 3,structure's self rigid waterproofing system(self waterproofing concrete).The above mentioned measures have been proved fairly successful in waterproofing technology.
出处
《建筑技术》
北大核心
1999年第4期243-245,共3页
Architecture Technology
关键词
地下排渗
材料防水
刚性防水
地下防水
核电站
underground egasting,waterproofing material,rigid waterproofing,structural waterproofing