《土木工程毕业论》word版

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1、摘要学习建筑土工工程知识，本人自小就兴趣十足，但由于多方面原因与之失之交臂。我个人认为建筑知识应该力足于基本，故在选择设计论文题材时，我注重了结构方面的资料学习，基础是一栋楼房建筑的基本，虽然我对建筑知识欠缺很多，需要学习的也很多，在有限的学习研讨中，我必须首先学会基础设计及相关知识，为将来在建筑业更多研究学习做好铺垫。本次选择的基础设计在北方青岛城市的乡村建设中比较多见，青岛地质良好，多层建筑的结构基础适合选用独立基础。在做这篇设计之前，我也通过认识的基础勘探的朋友那里打听到，青岛市乡村的地基十分良好，如果可以把独立基础这部分内容研习

2、透彻，对以后的学习有很大的帮助。关键词：结构设计基础设计独立设计目录第一章设计资料····················································11．1工程概况··················································11.2工程建设条件···············································11.2.1地形、地貌及地质构造·····································11.2.2地基土岩

3、土层的分布和性质·································11.2.3地下水特征···············································21.2.4场地地震效应·············································31.2.5工程地质条件的分析与评价·································31.2.6环境水评价···············································3第二章基础

4、设计····················································52.1边框柱下基础设计··········································52.1.1确定基础底面面积·········································52.1.2基础高度验算·············································62.1.3配筋计算·········································

5、········72.2框柱下基础设计·············································92.2.1确定基础底面面积·········································92.2.2基础高度验算············································102.2.3配筋计算················································11第三章结论······························

6、·························14参考文献··························································15致谢··························································16吉林大学网络教育2013届本科生毕业（设计)第一章设计资料1.1工程概况厂区位于山东省青岛市.设计说明：本建筑结构设计使用年限50年，框架结构，基础上部结构及隔墙等荷载已经按照标准进行核算，这里直接采用组合数据进行基础受力验算。本设计按

7、照假设基础尺寸对受力进行验算的过程，计算并确定基础形状和尺寸，配筋等，完成本设计任务。本建筑地处地址良好，地基基础设计等级为丙级，基础拟采用浅基础，采用柱下独立基础。1.2工程建设条件根据业主提供的地质勘察资料表明，拟建区段位于中生代胶莱凹陷盆地中段偏南地带，区域稳定性良好，基岩为白垩系上统王氏群胶州组泥岩，上覆第四纪堆积物。该场地土的标准冻结深度为0.49米。1.2.1地形、地貌及地质构造拟建场地地形较平坦，最大高差1.0米。地貌类型属河流冲积平原地貌。周围建筑物较远，对拟建建筑物不会造成不利影响。基岩埋深2.0米左右，性质单一，未发

8、现断裂构造及其它不良地质作用。1.2.2地基土岩土层的分布和性质根据钻探资料，在勘察深度范围内，场区地基土自上而下可分为五个主要岩土层：第一层，素填土（Q4ml）：颜色为褐色，不均，堆积年限15年以是，未压