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1)  marine concrete
海洋混凝土
1.
Researches on the marine concrete show that it s difficult to achieve the low chloride permeability demand with silicate cement and mineral admixtures can improve the ability of chloride permeability.
纯硅酸盐水泥混凝土很难达到海洋高性能混凝土氯离子渗透电量小于1000C要求,矿物掺合料能够改善抗氯离子渗透能力,研究得出改善混凝土抗氯离子渗透能力依次为10%SF>60%SG>30% FA;并且通过氯离子因素耐久性经时破坏模型计算,对掺加不同矿物掺合料海洋混凝土耐久性寿命进行了预测与比较。
2)  concrete ocean platforms
混凝土海洋平台
1.
Experimental study on chloride penetration for concrete ocean platforms;
混凝土海洋平台氯离子侵蚀试验研究
3)  marine concrete engineering
海洋混凝土工程
1.
Aiming at corrosion actuality of marine concrete engineering and in order to explore effect mechanism of marine microorganism to marine concrete engineering,the author sampled concrete specimens from splash zone of marine concrete engineering in site,also experimented by SEM,EDAX and identified microorganism.
针对目前海洋混凝土工程的腐蚀现状,为了探索海洋微生物对混凝土工程浪溅区混凝土的作用机理,在海洋防波堤浪溅区取样,进行混凝土的SEM,EDAX分析并对试样表面的微生物群落进行分子鉴定。
4)  pre-stressed concrete offshore platform
预应力混凝土海洋平台
1.
The features of reinforcement optimization design of pre-stressed concrete offshore platform is studied.
分析了预应力混凝土海洋平台配筋优化设计的特点 ,建立了其截面配筋的混合离散变量优化设计模型 ,将竖向和环向单位宽度范围内预应力钢绞线、普通钢筋的根数以及单根受力筋的截面面积或者直径作为离散变量 ,混凝土平台罐体的壁厚作为连续变量 ,混凝土平台的材料总造价作为目标函数 ,规范对混凝土平台的强度、抗裂及构造等要求作为约束条件。
5)  concrete for ocean construction
海工混凝土
1.
Variation of chloride-permeation resistance of concrete for ocean construction with time at early ages was studied through measurement of compressive strength,chloride permeability and pore structure.
50时,海工混凝土早龄期抗氯离子渗透能力远小于它们的28 d抗氯离子渗透能力,且其随龄期变化规律不同于抗压强度随龄期的变化规律;在早龄期时由于海工混凝土的孔隙率高、孔径大于50 nm的大孔数量多,因此其抗氯离子渗透能力较弱;尽管在设计海工混凝土时选用了高抗氯离子渗透能力的高性能混凝土,但其在早龄期时也不具有抗氯离子渗透能力。
2.
For ocean construction, the durability of concrete for ocean construction was very important, because the caustic ions in the ocean environment would erode the concrete.
在海工建筑中,由于海洋环境中的腐蚀性离子会侵害混凝土,因此海工混凝土的耐久性就显得尤其重要。
3.
In this thesis, the influences of combinations of slag and expansive agent at different rations on the mechanical properties and durability of high performance Concrete for ocean construction were studied.
本文对掺矿渣及不同掺量膨胀剂对海工混凝土的力学性能极其耐久性的影响进行了系统的研究。
6)  marine concrete
海工混凝土
1.
Rapid testing method for chloride ion diffusion coefficient of marine concrete saturated with seawater based on electrical resistivity measurement (Ⅱ):Experimental research;
基于饱海水电阻率的海工混凝土氯离子扩散系数测试方法试验研究
2.
Experimental research on marine concrete chloride ion diffusion coefficient;
海工混凝土氯离子扩散系数的试验研究
3.
Design and study on marine concrete mix ratio in tower of cable-stayed bridge;
斜拉桥索塔海工混凝土配比设计与研究
补充资料:国家海洋局第一海洋研究所
      见国家海洋局。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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