1) composite geomembrane core
复合土工膜心墙
1.
Design & construction and stress strain analysis by FEM for Tangfangmiao Rockfill Dam with composite geomembrane core;
塘房庙复合土工膜心墙堆石坝的设计、施工和应力应变有限元分析
2) geomembrane core
土工膜心墙
1.
Analysis on seepage and slope stability for the cofferdam with geomembrane core;
土工膜心墙围堰渗流及边坡稳定分析
3) composite geomembrane
复合土工膜
1.
Application of composite geomembrane to dam construction in severe cold area of Xinjiang;
复合土工膜在新疆严寒地区大坝建设中的应用
2.
CDesign and construction of composite geomembrane in tilting core embankment dams;
土石坝复合土工膜防渗斜墙的施工设计
3.
Calculation method for thickness of composite geomembrane;
复合土工膜厚度计算方法研究
4) composite geo-membrane
复合土工膜
1.
Application of composite geo-membrane to canal seepage protection of Nan er Hydropower Station;
复合土工膜在南二水电厂渠道防渗中的应用
2.
The influence of the structure of membrane/substrate interface on the property of laminated composite geo-membrane was investigated.
提出了膜 -基复合过渡区的概念 ,认为此为复合土工膜中重要的结构形式 ;复合土工膜的结构和性能直接与膜 -基复合过渡区相关。
3.
In combination with the construction of composite geo-membrane in Fangchenggang Power Plant,this article expounds on the applications of composite geo-membrane to bottom leakage-proof treatment of ash storage field in Fangchenggang power plant.
复合土工膜是用聚乙烯或聚氯乙烯的增强改性压延成膜,与涤纶针刺土工布热合而成,具有抗拉、抗顶破、抗撕强度高,延伸性能好,变形模量大,耐老化,防渗性能好,使用期长等特点。
5) compound geomembrane
复合土工膜
1.
Study on the construction technology of compound geomembrane for the upper reservoir of Tai an Pumped-storage Power Project;
泰安抽水蓄能电站上水库复合土工膜施工技术研究
2.
Anti-seepage technique for sand-gravel dam with compound geomembrane inclined wall of Xixiayuan Counter Reservoir
西霞院反调节水库复合土工膜斜墙砂砾石大坝防渗施工技术
3.
The application,construction method and attention matters of compound geomembrane "two fabrics and one membrane" were introduced with its application to dam face anti-seepage in Qinggangxia Hydroelectric Station.
以复合土工膜中的"两布一膜"在青岗峡水电站坝前防渗中的使用情况,介绍了其应用、施工方法及注意事项。
6) complex geomembrane
复合土工膜
1.
Application of complex geomembrane to dyke building;
复合土工膜在堤防建设中的应用
2.
The stress and the deformation of the dam and the concrete-face and the strain of the complex geomembrane have been calculated by finite element analysis, and some useful conclusion has been adopted.
提出了一种新的堆石坝防渗结构,即复合防渗面板,并采用三维有限元方法对复合防渗面板堆石坝的应力、变形进行模拟计算分析,通过对坝体位移、坝体应力、钢筋混凝土面板挠度及应力、复合土工膜的变形的计算,得出了有价值的结论,为复合土工膜及复合防渗面板的推广应用提供了理论参考依据。
3.
This paper analyzes the origin of solution cavern of the dispersive soil dyke and points out the treatment measures utilizing complex geomembrane and lime soil to deal with dispersive soil dyke.
分析了分散性粘土堤坝溶洞成因 ,提出了复合土工膜和白灰土处理分散性粘土堤坝的措施。
补充资料：复合反渗透膜
分子式：
CAS号：
性质：指超薄致密皮层和支撑层材料不同的反渗透膜。其主要特点是超薄致密层薄，最薄可达30nm；膜表层形态为三维结构，有高约0.4μm，平均直径约0.07μm的突起物，使膜面积增加约一倍；超薄致密层结构的疏松和致密程度可在制膜时调节。这些特点使复合反渗透膜透水量增大，操作压力可降低至0.4～0.8MPa的超低压膜，发展了疏松超薄皮层以截留二价盐离子的纳滤膜，和脱盐率≥99.5％的致密超薄皮层的复合反渗透膜。如以聚砜膜为支撑层，芳香聚酰胺为复合皮层的FT-30膜，已经有了更疏松的NF-70膜，更致密的FT-30SW膜和表层形态不同的ESPA膜等。
CAS号：
性质：指超薄致密皮层和支撑层材料不同的反渗透膜。其主要特点是超薄致密层薄，最薄可达30nm；膜表层形态为三维结构，有高约0.4μm，平均直径约0.07μm的突起物，使膜面积增加约一倍；超薄致密层结构的疏松和致密程度可在制膜时调节。这些特点使复合反渗透膜透水量增大，操作压力可降低至0.4～0.8MPa的超低压膜，发展了疏松超薄皮层以截留二价盐离子的纳滤膜，和脱盐率≥99.5％的致密超薄皮层的复合反渗透膜。如以聚砜膜为支撑层，芳香聚酰胺为复合皮层的FT-30膜，已经有了更疏松的NF-70膜，更致密的FT-30SW膜和表层形态不同的ESPA膜等。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条