1) interface between dam and penstock
管坝接缝面
2) crack on dam surface
坝面裂缝
3) joint surface
接缝面
1.
Experimental research on the splitting tensile strength for joint surface of concrete construction joint;
混凝土施工缝接缝面劈拉强度试验研究
4) slab joint
面板接缝
1.
Study on seepage calculation model of slab joints of CFRD;
混凝土面板堆石坝面板接缝的渗流计算模型研究
6) roof joint
屋面接缝
1.
The cause for deformation of roof construction layer and calculation methods for the amount of deformation were introduced, it was pointed out that key protection measures should be taken for the roof joint to prevent roof leakage economically and effectively, and detail construction and main points of construction technology for the key protection points were described
介绍了导致屋面结构层变形的原因及变形量的计算方法,指出屋面防水必须对屋面接缝部位采取重点防护措施,才能经济、有效地防止屋面渗漏,并对重点防护部位的细部构造与施工技术要点进行了论述。
补充资料：奥三面坝
奥三面坝 |
Okumiomote Dam |
| 概 述 |
| 奥三面坝位于日本新泻县岩船郡朝日村、三面川水系(Miomotegawa)三面川上，地处磐梯朝日国立公园内。非对称式抛物线混凝土拱坝，最大坝高116m，水库总库容1.255亿m3。工程目的为防洪和发电，兼有减轻下游洪水危胁和维持河道正常功能作用。电站最大装机容量34.5万kW。1981年开工，预计2001年竣工。 |