Study on Site Construction Technology of Four-Graded RCC

Author:

Lin Yu Qiang1,Shi Yan2,Guo Ding Ming3,Li Jia Zheng1,Yang Hua Quan2

Affiliation:

1. Changjiang River Scientific Research Institute, Changjiang Water Resources Commission

2. Changjiang River Scientific Research Institute

3. Shatuo HydroPower Construction Company, Guizhou Wujiang Hydropower Development ltd,

Abstract

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/m3 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%.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. Jia Jin-sheng, Chen Gai-xin, Ma Feng-ling. The developing level and engineering examples of RCC dam[M], Beijing: China Water Conservancy and Hydropower Press, 2006. 5. (in Chinese).

2. Cheng Cao, Wei sun, Honggen Qin. The analysis on strength and fly ash effect of roller-compacted concrete with high volume fly ash[J], Cement and Concrete Research, 2000, 30(1): 71-75.

3. Yang Hua-quan, LI Jia-zheng, Dong wei-jia, et al. Study on properties of RCC of third-stage cofferdam of Three Gorges Project[J], Journal of yangtze river scientific research institute,2004, 21(2): 6-9. (in Chinese).

4. Jiang Rong-mei, Feng Wei. Impact of interlayer and size effect on the mechanical performances of fully graded RCC[J], Water Power, 2007,33(4). (in Chinese).

5. Lin Chang-nong, Li Shuang-yan, Zhu Yu-min. Study on properties of RCC with quasi-tri-graded aggregate[J], Journal of Hydroelectric Engineering, 2001(4): 49-56. (in Chinese).

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