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一、前言浆砌石坝具有节约三材,能就地取材,投资省、施工较易,能常年施工等优点,所以发展很快。在浆砌石坝发展的过程中,除常见的拱坝与重力坝外,还实践了多种多样的新坝型,诸如硬壳坝、框格填碴浆砌石重力坝、宽缝填碴重力坝、空腹重力坝、大头坝、连拱坝、干砌石溢流坝等等。本文在分析总结我省白云山水库空格填石重力坝及其他类似坝型的基础上,并考虑在改进砌石方法的条件下,设计分析了一种内腔填碴浆砌石连拱支墩坝来与大家商榷,以期新的浆砌
I. Preface The masonry dam has the advantages of saving three materials, being able to draw on the spot, investing in the province, being easy to construct, and being able to be constructed all the year round. Therefore, the development is rapid. In the course of the development of masonry dams, in addition to the common arch dams and gravity dams, various new dams have been practiced, such as hard-shell dams, sash gravel masonry gravity dams, Gravity dam, fasting gravity dam, dam, arch dam, dry stone overflow spillway and so on. Based on the analysis and summary of the space-filled rockfill dam and other similar dam types in Baiyunshan Reservoir in our province, and considering the improvement of the masonry method, Dam to discuss with you, with a view to the new masonry