ISSN 2096-4498 CN 44-1745/U
隧道建设（中英文） ›› 2009, Vol. 29 ›› Issue (增刊1): 26-31.DOI: B
• 施工技术 • 上一篇 下一篇
杨关青1, 代为2
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作者简介:
YANG Guan-Jing1, DAI Wei2
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摘要：
广州地铁六号线(大坦沙站—如意坊站)盾构区间左右线均穿越珠江1次。施工中采取土压平衡模式，通过优化掘进参数，控制出渣量、注浆量、盾构机姿态、掘进速度以及渣土改良等措施，顺利穿越珠江。
关键词: 土压平衡盾构机, 过江掘进模式, 操纵控制技术
Abstract:
The left tube and the right tube of the shield tunnel on Guangzhou Metro Line 6 (Datansha Station-Ruyifang Station) crosses Pearl River once respectively. During the construction, such measures as the application of earth pressure balance mode, boring parameters optimization, controlling of muck quantity, grouting quantity, position of shield machine and boring speed and muck improvement are adopted to ensure that the shield machine successfully crosses over the Pear River.
Key words: earth pressure balance machine, river-crossing boring mode, controlling and operating technology
中图分类号:
U 455.43
杨关青, 代为. 土压平衡盾构机过江施工技术[J]. 隧道建设, 2009, 29(增刊1): 26-31.
YANG Guan-Jing, DAI Wei. Construction Technology of Earth Pressure Balance Shield Machine Crossing a River[J]. Tunnel Construction, 2009, 29(增刊1): 26-31.
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