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不平衡受力条件下基坑支护关键施工技术

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分析了京台高速公路齐河至济南段改扩建工程黄河大桥主桥P3#墩施工基坑支护变形和受力情况,经方案比选,采用"锁扣钢管桩作为基坑支护+钻孔灌注桩加固防护"的施工方法,并对施工关键技术进行了优化,较好地解决了钢管桩在不平衡受力条件下施工难题.
Key technology for the construction of foundation pit support under unbalanced force condition
After analyzing the deformation and force situation of pit support for the main bridge P3# pier of Yellow River Bridge in the reconstruction and expansion project of Beijing-Taipei expressway from Qihe to Jinan,the construction method of"locking steel pipe piles as pit support+drilled piles for reinforcement and protection"is adopted through the selection of schemes and the key construction techniques are optimized,which can solve the construction problems of steel pipe piles under the condition of unbalanced force better.The key construction techniques were optimized,which better solved the construction problems of steel pipe piles under unbalanced stress conditions.

foundation pit supportconstruction technologyforce analysissteel pipe pileunbalanced force

林占胜、郑帅、武凯、朱凤磊、宋家辉

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山东省路桥集团有限公司,山东济南 250014

山东建筑大学,山东济南 250101

基坑支护 施工技术 受力分析 钢管桩 不平衡受力

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(2)