河道与滩区治理组合板桩抗倾覆稳定计算  

Anti⁃Overturning Stability Calculation of Composite Sheet Pile for River Channel and Beach Area Management

作　　者：侯琳 张红武[1] 卜海磊 施祖麟 张晓龙 龚西城 HOU Lin;ZHANG Hongwu;BU Hailei;SHI Zulin;ZHANG Xiaolong;GONG Xicheng(Yellow River Research Center,Tsinghua University,Beijing 100084,China;College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;Heze Yellow River Engineering Bureau of Shandong Province,Heze 274000,China)

机构地区：[1]清华大学黄河研究中心,北京100084 [2]河海大学水利水电学院,江苏南京210098 [3]山东菏泽黄河工程局,山东菏泽274000

出　　处：《人民黄河》2021年第3期120-126,共7页Yellow River

基　　金：国家重点研发计划项目(2016YFC0402500);延安市重大科技项目(2016CGZH-14-03)。

摘　　要：国家重点科技研发计划专项黄河下游河道与滩区治理研究项目提出了异形钢结构组合桩技术,以达到中水河势稳定控制、输沙能力提升与特殊洪水行洪共适应的目的。鉴于钢结构板桩组合坝结构特殊,目前尚没有现成的完全配套的技术模型与规范可供参考,故根据示范工程总体布置要求与基本力学原理,结合工程环境、地质、水文等条件,采用加权方法体现基础对异形组合桩不同部位实际接触的多寡对板桩与管桩的抗倾覆影响作用,采用安全系数法对钢结构板桩组合坝示范工程进行稳定性计算,提出了一种适用于新型钢结构预制板桩组合坝的安全稳定性分析计算方法。计算结果表明,按实际面积加权计算出抗倾覆安全系数为1.43,略微小于规范要求的最小值1.50,为推荐算法。The specialshaped steel structure composite pile technology is proposed in the national key science and technology research and development plan of the lower Yellow River channel and beach area treatment research project,so as to achieve the purpose of the stability control of reclaimed water river regime,the improvement of sediment transport capacity and the common adaptation of special flood discharge.The structure of steel sheet pile composite dam is special,so there is no readymade technical model and specification for reference.Therefore,based on the safety factor method,this paper put forward a safety and stability analysis and calculation method suitable for the new steel structure prefabricated sheet pile composite dam and calculated the overturning stability of the steel structure sheet pile composite dam demonstration project.According to the general layout requirements and basic mechanical principles of the demonstration project,combined with the engineering environment,geology,hydrology and other conditions,the weighted method was adopted to reflect the influence of the actual contact of different parts of the foundation on the antioverturning of sheet pile and pipe pile.The calculation results show that the safety factor of antioverturning is 1.43,which is slightly less than that of the minimum value of 1.50 required by the code.

关 键 词：异形板桩组合技术 倾覆稳定 计算方法 治河工程 黄河 

分 类 号：TU470[建筑科学—结构工程] TV311[建筑科学—土工工程]