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深水硬质岩嵌入式承台无封底施工关键技术

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深水嵌入式承台基础施工中,需将泥面开挖至封底混凝土以下并对基底进行清理,以保证封底混凝土的高度和浇筑质量.对于地质条件良好的硬质岩,存在开挖困难、水下作业工期长、质量控制难、施工成本高等问题.该文依托重庆嘉华轨道专用桥主墩承台施工,采用理论分析、数值计算和工程实施验证相结合的方法,形成一种深水硬质岩嵌入式承台无封底施工技术.该施工技术,采用开挖壁体基槽并浇筑基槽混凝土的方式取代大体积封底混凝土,达到为承台施工提供干作业环境的目的,可将承台范围内基坑开挖由水下作业转为干作业,缩短水下开挖作业工期,节约水下混凝土用量,提高施工质量和施工效率,降低施工成本.
Key Construction Techniques for Emended Cap Unsealed Bottom of Deep-Water Hard Rock
In the construction of a deep-water embedded cap foundation,it was required to excavate the mud surface to the depth below sealing concrete and clean the bottom carefully,ensuring the height and quality of bottoming concrete.For hard rock under good geological conditions,there exist such problems as difficulty in excavation,long excavation time consumption,and high construction cost.Based on the construction of the main pier caps of the Chongqing Jiahua Metro Bridge,this paper adopted the method of combining theoretical analysis,numerical calculation,and engineering implementation verification,which developed an emended cap unsealed bottom key construction techniques for deep-water hard rock.This construction technology used the method of excavating the wall foundation groove and pouring the foundation groove concrete to replace the large volume of bottom-sealing concrete as a way to achieve the purpose of providing a dry working environment for the construction of the cap.With this method,shorter underwater excavation time,reduced underwater concrete amount,improved construction efficiency,lowered construction time and are achieved.

capdeep-water hard rockdouble-wall steel cofferdamunsealed bottomfoundation trenchpermeate water

曾健、关小会、郭志伟

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中交第二航务工程局有限公司,湖北 武汉 430014

长大桥梁建设施工技术交通行业重点实验室,湖北 武汉 430014

交通运输行业交通基础设施智能制造技术研发中心,湖北 武汉 430014

承台 深水硬质岩 双壁钢围堰 无封底 基槽 渗透水

2024

中外公路
长沙理工大学

中外公路

CSTPCD
影响因子:0.626
ISSN:1671-2579
年,卷(期):2024.44(2)
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