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Development of a New Concrete Marine Exposure Siteon the Arabian Gulf-East Coast of Saudi Arabia

机译:开发新的混凝土海洋暴露Siteon阿拉伯海湾东海岸的沙特阿拉伯

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A concrete durability site in the Eastern Province of Saudi Arabia that exposes Saudi concrete to harsh marine conditions on the Arabian Gulf and salty air conditions was constructed. The site contains 32 concrete blocks formed from eight different mixtures made with Cement Type I, Cement Type V, Cement Type I with 6% silica Fumes, 25% fly Ash, 70% Ground-granulated blast-furnace slag (GGBFS), Migrate Corrosion Inhibitors (MCI), Calcium Nitrite based inhibitors (CNI) and Caltite. Each mixture formed 4 blocks; 2 were reinforced with black steel and two were plain concrete. The concrete blocks were 1200 mm high, 460 mm wide and 230 mm thick placed vertically. The concrete blocks were placed at three zones to achieve different exposure conditions which are atmospheric, splash or spray zone and tidal zone. Samples will be taken periodically to measure the rate of chloride ingress in each concrete mixture under the different exposure conditions. Embedded steel reinforcement in specimens in atmospheric zone have not recorded corrosion activities at six months of exposure. The steel bars in three zones will be monitored for corrosion activity through linear polarization test. The measured chloride profiles in the exposure site will be compared to the measured concrete transport properties from the companion laboratory specimens. Standard compressive test and bulk diffusion test were conducted for 150x300 mm and 75x150 standard cylinders, respectively. All of the cylinders' strength exceeded the designed compressive strength of 28 MPa. Whereas for 35 days standard bulk diffusion test, mix contained 100% cement type I had the least chloride concentration, and mix 5 that had 70% GGBFS and 30% cement type I had the highest surface chloride concentration. Overall chloride profiles for all the mixes were within ranges reported in literature. Further tests of chloride binding capacity and bulk diffusion for different intervals will be undertaken.
机译:沙特阿拉伯东部省的一个混凝土耐久性遗址,公开沙特混凝土对阿拉伯海湾和咸空气条件的苛刻海洋状况。该遗址含有32个混凝土块,由八种不同的混合物形成,用水泥型I,水泥型V,水泥型I具有6%二氧化硅烟雾,25%粉煤灰,70%地粒粒状高炉渣(GGBF),迁移腐蚀抑制剂(MCI),亚硝酸盐基抑制剂(CNI)和Caltite。每个混合物形成4个块; 2用黑钢加固,两个是普通的混凝土。混凝土块高,460毫米宽,垂直放置230毫米厚。将混凝土块放置在三个区域,以实现具有大气,飞溅或喷雾区和潮汐区的不同暴露条件。将在不同的暴露条件下定期定期进行样品以测量每个混凝土混合物中的氯化物进入速率。大气区标本中的嵌入式钢筋在六个月的暴露时没有记录腐蚀活动。通过线性极化测试监测三个区域的钢筋以进行腐蚀活动。将测定曝光部位中的氯化物分布将与来自伴随实验室标本的测量的混凝土传输性能进行比较。标准压缩试验和批量扩散试验分别进行150×300mm和75x150标准汽缸。所有气缸的强度超过设计的抗压强度为28MPa。虽然35天标准散装扩散试验,但混合物含有100%水泥型I具有最少的氯化物浓度,并且混合物5具有70%GGBF和30%水泥型I具有最高的表面氯化物浓度。所有混合物的整体氯化物型材在文献中报道的范围内。将进行进一步测试氯化物结合能力和散装扩散的不同间隔。

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