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Application of Grouting the Sea-Crossing Bridge foundation in the Busan-Geoje Fixed Link

机译:跨海大桥地基注浆在釜山巨济固定连接中的应用

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During construction of a sea-crossing bridge grouting was used to fill densely the space between the bottom of caisson and the ground. This grout mixture was mixed with anti-washout admixture after locating accurately the pre-cast caisson on three concrete landing pads. This method differs significantly from the costly conventional method, for bridge foundations offshore, where concrete is placed in situ after excavating inside of a temporary concrete coffering wall. To verify the grouting method in advance, the full-scale field tests were performed twice on land. After identifying the fluidity of the grout material to be filled, finding some possible problems with the main construction andrnrevising the original design, the main construction has been continuing successfully with 20 caissons completed to date. The purpose of this paper is to introduce for the first time in Korea the grouting method including the automatic and the manual monitoring system based on the main construction of the caisson foundation. This method is expected to be used in the near future for a similar construction projects.
机译:在建造跨海桥梁期间,灌浆用于密集填充沉箱底部和地面之间的空间。在将预制沉箱准确地放置在三个混凝土平台上之后,将这种灌浆混合物与抗冲刷外加剂混合。对于离岸的桥梁基础,此方法与昂贵的常规方法有很大不同,在海上桥梁基础中,在临时混凝土围墙内部进行开挖后将混凝土原位放置。为了预先验证注浆方法,在陆地上进行了两次全面的现场测试。在确定要填充的灌浆材料的流动性,发现主要结构可能存在的问题并修订原始设计后,主要结构已成功完成,迄今已完成20个沉箱。本文的目的是在韩国首次介绍基于沉箱基础结构的注浆方法,包括自动和手动监控系统。该方法有望在不久的将来用于类似的建筑项目。

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