岩土与地下工程 2026年 第卷 第01期

DOI: 10. 7672 / sgjs2026010123

超深基坑单侧挡土快速回填施工技术研究

罗洪刚¹’²,赵云鹏¹’²,谭 健¹’²,简正阳¹’²,张成功¹’²

作者简介:

罗洪刚,工程师,E⁃mail:861748524@ qq. com

作者单位:

1. 中建三局集团有限公司,湖北 武汉 430075; 2. 中建三局集团西南有限公司,四川 成都 610218

基金项目:

中建三局集团西南有限公司科研课题:超高层建筑高效建造关键技术研究与应用(CSCEC3BCD⁃2022⁃4)

摘要:

城市核心区深基坑工程周边人流量密集、车流量大,在有限场地内修建大体量建筑,往往因狭窄场地内施工阶段的场地转换与组织协调受到制约. 考虑施工场地受限、工期紧张,如何实现快速回填施工,成为超深基坑工程常面临的问题. 采用流态固化土回填材料进行肥槽回填,实现了快速回填,满足施工高效安全的功能需求.

English:

The deep foundation excavation project in the core area of the city has a dense flow of peopleand a large flow of traffic. The construction of large buildings in a limited site is often restricted by thesite conversion and organization coordination in the construction stage of the narrow site. Considering thelimited construction site and tight construction period, how to realize rapid backfilling construction hasbecome a common problem in ultra⁃deep foundation excavation engineering. The use of fluidizedsolidified soil backfill material to backfill the fertilizer tank realizes rapid backfill and meets the functionalrequirements of efficient and safe construction.