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Study on Site Construction Technology of Four-graded RCC

机译:四分级碾压网站施工技术研究

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摘要

Tests on rolling technology of four-graded RCC were carried out on dam site and then recommended construction parameters of four-graded RCC was proposed, which aimed to provide technique support for application of four-graded RCC in hydropower projects. Results show that when water consumption is 71kg/m~3 and VC value is 3s~5s of four-graded RCC, large aggregates are coated with mortar sufficiently and the mixture has good performance of being-rolled and anti-separation. Recommended parameters of four-graded RCC are as follows: 2 times without vibration+6 times with vibration+2 times without vibration for 0.4m-thick layer, 2 times without vibration+8 times with vibration+2 times without vibration for 0.5m-thick layer, with rolling exciting force 395kN and walking speed 1.0-1.5km/h. Then the relative compaction of four-graded RCC can reach or exceed 98.0%.
机译:在大坝现场进行了四分级RCC轧制技术的测试,提出了四分级RCC的推荐施工参数,旨在为在水电项目中进行四分级RCC的应用提供技术支持。结果表明,当耗水量为71kg / m〜3,Vc值为3s〜5s的四分级rcc时,大骨料充分涂有砂浆,混合物具有良好的轧制性能和抗分离性能。四等级RCC的推荐参数如下:2次没有振动+ 6次,振动+ 2倍而无振动为0.4m厚的层,2次没有振动+ 8倍,振动+ 2倍而无振动为0.5m-厚层,带滚动励磁力395kN和步行速度1.0-1.5km / h。然后四分级RCC的相对压实可以达到或超过98.0%。

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