【作者】 郭胜军；

【导师】 赵明华； 万剑平；

【作者基本信息】 湖南大学 ， 建筑与土木工程， 2008， 硕士

【摘要】 随着高层建筑的蓬勃发展,各种可用土地资源不断得到开发利用,山地建筑也日益增多。对于山地城市,如西部多山地丘陵的省市,其地形特征对山地建筑的选址、设计和施工都有较大影响。而作为山地建筑设计的重要原则就是节约用地,充分利用山地特征。因此山地建筑地下室的开发和利用就显得尤为重要。但由于山地建筑场地环境极为复杂,其地下室设计和施工面临的工程技术问题也日益增多。由于山地建筑场地平整时土方工程量大且易形成很多高陡人工边坡,山地建筑地下室外墙支护结构设计计算理论和应用的研究就成为山地建筑设计的一项重要内容。为此,本文主要对山地建筑地下室外墙支护结构的具体设计计算方法展开研究。本文首先深入分析了山地建筑地下室外墙土压力的特点,对其常规计算方法进行了相关阐述,并在此基础上引进广义库仑土压力计算理论,结合山地建筑地下室外墙的特点改进了简化广义库仑土压力计算方法,进而分析考虑超载、地下水等影响因素时山地建筑地下室外墙土压力分布特点,获得了一些有益的结论。其次,针对山地建筑地下室外墙结构与一般外墙不同的特点,对其计算模型、计算荷载、荷载组合形式及其内力分析和截面设计进行了研究和探讨,同时考虑山地建筑地下室外墙必须与支挡结构共同工作特点,对山地建筑支挡结构选型及其设计计算方法和构造措施做相关阐述,并重点介绍了工程中常用的悬臂式混凝土挡墙的设计计算方法。在此基础上,根据山地建筑地下室外墙的工程特点以及目前实际工程中的地下室外墙设计现状,提出一种兼作地下室外墙的支挡结构-外墙支护体系,并对其计算方法进行了探讨,同时对其设计计算的影响因素进行了分析。最后,以某实际工程施工期间及竣工后土压力和位移等参数的监测结果的分析验证支挡结构-外墙体系的可行性与合理性,并采用有限元分析程序SATWE对其进行计算分析,从数值分析的角度验证支挡结构-外墙体系设计计算方法的正确性和合理性。更多还原

【Abstract】 Along with high-rise construction’s vigorous development, each kind of available land resource obtains the development use unceasingly, the mountainous region construction also day by day increases. Regarding the mountainous region city, like west the multi-mountainous region hill’s provinces and cities, its terrain feature to the mountainous region construction’s selected location, the design and the construction has affects greatly. But saves the land as the mountainous region architectural design’s cardinal principle, uses the mountainous region characteristic fully. Therefore the mountainous region constructs the basement the development and the use appears especially important. But because the mountainous region building yard environment is extremely complex, its basement design and the construction face the engineering technology question also day by day increases. Because the mountainous region building yard is smooth time the earth quantity big and easy to form the high steep artificial side slope, the mountainous region constructs the basement outer wall supports and protections structural design computation theory and the application research becomes the mountainous region architectural design an important content. Therefore, this article mainly constructs the basement outer wall supports and protections structure to the mountainous region the concrete design calculation method to launch the research.This article first penetrated analyzes the mountainous region to construct the basement outer wall earth pressure the characteristic, has carried on the related elaboration to its routine calculation method, based on this and introduced the generalized coulomb earth pressure computation theory, the union mountainous region constructs the basement outer wall’s characteristic to improve the simplified generalized coulomb earth pressure computational method, then analysis influencing factors and so on when consideration overload, ground water the mountainous region constructed the basement outer wall earth pressure distribution characteristic, some beneficial conclusions has obtainedSecondly, constructs the basement outer wall structure and the common outer wall different characteristic in view of the mountainous region, to its computation model, the computation load, the load combination form and the endogenic force analysis and the section design has conducted the research and the discussion, simultaneously considered that the mountainous region building basement outer wall must keep off the structure joint work characteristic with, keeps off the structure shaping and the design calculation method and the structure measure to mountainous region construction makes the related elaboration, and introduced in with emphasis the project the commonly used cantilever concretes retaining wall design calculation method. Based on this, constructs in the basement outer wall’s project characteristic as well as the present actual project basement outer wall design present situation according to the mountainous region, proposed that one kind concurrently makes basement outer wall’s to keep off the structure-outer wall supports and protections system, and has carried on the discussion to its computational method, simultaneously has carried on the analysis to its design calculation’s influencing factorFinally, after some actual project construction period and completion parameter and so on earth pressure and displacement monitoring result’s analysis confirmation keep off the structure - outer wall system’s feasibility and the rationality, and uses finite element analysis procedure SATWE to carry on the computation analysis to it, keeps off the structure-outer wall system design calculation method from numerical analysis’s angle confirmation the accuracy and the rationality.更多还原