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适用专业：桥梁工程
适用年级：大四
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毕业设计-干沟大桥设计，共71页，23742字，附设计图纸、电算、任务书、文献综述、外文翻译等
本文是针对彭水县乌江水电站进厂公路桥——干沟大桥的初步设计，其中上部结构采用预应力混凝土连续箱梁。预应力混凝土连续梁桥以结构受力性能好、变形小、伸缩缝少、行车平顺舒适、造型简洁美观、养护工程量小、抗震能力强等而成为最富有竞争力的主要桥型之一。由于普通钢筋混凝土结构存在不少缺点：如过早地出现裂缝，使其不能有效地采用高强度材料，结构自重必然大，从而使其跨越能力差，并且使得材料利用率低。为了解决这些问题，预应力混凝土结构应运而生。
预应力混凝土桥梁是在二战前后发展起来的，当时西欧很多国家在战后缺钢的情况下，为节省钢材，各国开始竞相采用预应力结构代替部分的钢结构以尽快修复战争带来的创伤。50年代，预应力混凝土桥梁跨径开始突破了100米，到80年代则达到440米。虽然跨径太大时并不总是用预应力结构比其它结构好，但是，在实际工程中，跨径小于400米时，预应力混凝土桥梁常常为优胜方案。
目 录
摘 要 I
ABSTRACT II
第1章 基本资料 1
1.1 基本资料 1
1.2 设计依据 2
第2章 方案比选 3
2.1 方案初选 3
2.2 比选方案 3
2.2.1 方案一：悬臂施工连续箱梁桥 3
2.2.2 方案二：中承式钢筋混凝土拱桥 5
2.2.3 方案三：简支变结构连续T梁桥 6
2.3 各方案的技术经济比较 8
2.4 推选方案 9
第3章 结构计算 10
3.1 设计资料 10
3.2 结构尺寸拟定 11
3.2.1 立面布置 11
3.2.2 上部结构 11
3.2.3 下部结构 11
3.2.4 钢筋信息 11
3.2.5 其他 12
3.3 结构内力计算 12
3.3.1 桥面系单元划分 12
3.3.2 非桥面系单元划分 13
3.3.3 单元划分图 13
3.3.4 主要施工阶段划分 13
3.3.5 冲击系数计算 13
3.4 主梁内力计算及组合 14
3.4.1 内力计算组合图 15
3.4.2 内力计算结果 14
3.4.3 毛截面几何特性计算 15
3.5 预应力钢束估算 17
3.5.1 估筋原则 17
3.5.2 预应力钢束的估算 18
3.5.3 预应力束布置原则 22
3.5.4 纵向预应力布置 22
3.5.5 横向预应力筋布置 24
3.5.6 竖向预应力 24
3.6 预应力损失计算 25
3.6.1 摩阻损失 25
3.6.2 锚具变形、钢筋回缩和接缝压缩引起的应力损失 27
3.6.3 混凝土弹性压缩引起的应力损失 29
3.6.4 钢筋松弛引起的应力损失 30
3.6.5 混凝土收缩、徐变引起的应力损失 30
3.6.6 预应力损失组合 31
3.7 承载能力极限状态验算 32
3.7.1 截面几何性质计算 32
3.7.2 承载能力极限状态验算 32
3.8 全预应力混凝土构件结构验算 35
3.8.1 正截面抗裂性验算 35
3.8.2 持久状况应力验算 36
3.8.3 短暂状况应力验算 40
第4章 行车道板计算 42
4.1 悬臂板荷载效应计算 42
4.1.1 恒载内力 42
4.1.2 活载内力 43
4.1.3 作用效应组合 44
4.2 单向板荷载效应计算 44
4.2.1 恒载内力 44
4.2.2 活载内力 45
4.2.3 作用效应组合 47
第5章 施工组织设计 48
5.1 工程概况介绍 48
5.1.1 工程项目的特征 48
5.1.2 建设地区特征 48
5.2 确定施工方法制订工程施工部署 48
5.3 施工组织设计 49
5.3.1 上部结构施工 49
5.3.2 施工流程图 49
5.3.3 施工要点 51
5.4 施工注意事项 55
5.4.1 O#号块施工注意事项 55
5.4.2 合龙段施工应特别注意 55
5.4.3 悬臂浇注混凝土时要注意的问题 55
5.4.4 施工精度及安全 56
5.4.5 预应力张拉工艺 56
第6章 结束语 58
致 谢 59
参考文献 60
附 录 61
摘 要
根据地形条件，本桥设计为一座主跨55m+90m+55m预应力混凝土连续梁桥，主要采用挂篮平衡悬臂浇筑施工。设计时参考了大量已成连续梁桥的设计资料。在本桥的设计过程中所完成的工作有桥梁方案设计（包括拟定方案草图、方案初选、计算主要工程数量、对方案主要经济技术指标进行比较和最优方案选定）、结构内力计算与配筋（包括结构内力分析、荷载组合、预应力钢束估算与布置以及截面强度验算）、施工组织设计（包括选择施工方案、确定施工方法以及划分施工单元）和绘制设计图纸。本设计结构内力计算采用“Dr Bridge”程序计算。详细内容参见设计论文。
关键词：预应力混凝土连续梁桥，挂篮悬臂施工，方案设计，结构内力计算与配筋，施工组织设计
ABSTRACT
According to the geographic conditions,this design is a three-span continuous reinforced concrete box girder bridge with a main span of 55m+90m+55m long,and it’s a big span bridge. It is constructed in cradle balanced cantilever way with vast-in-place concrete.I consult many design materials of constructed continuous girder bridge,and the main referent is Dong Ditou bridge in Tianjing. The whole work of this design content：scheme design(including formulating bridge's sketch, selecting the preliminary design,calculating the quantities of the project, coMParing the main technological and economical index ,and selecting the excellent precept),calculating inner force of the structure and arranging the steel bar(including designing main components measurement, analysis of structure internal force, combination of loads, protracting bend-cap, estimating and arranging prestress steel along with checking the sections intensity), design of the construction organization (including selecting construction scheme, deciding construction measure and coMPartmentalizing construction elements)and protracting blueprints.the design uses “Dr Bridge”to calculat inner force of the structure. The detail is in the thesis.
Keywords：Prestressed concrete continuous beam bridge，Basket cantilever construction，Program design，The calculation of the internal force，Construction design
第1章 基本资料
1.1 基本资料
本桥为彭水县乌江水电站进厂公路桥，位于彭水水电站上游右岸，横跨替溪沟，一岸接水电站坝区，一岸接电站办公生活区，是坝区交通系统的重要组成部分，同时也是彭（水）酉（阳）二级公路的重要通道。
1.水文地质
水位主要受水电站蓄水后的水位控制：
水库正常蓄水位：289.00m
水库设计洪水位：（0.2％）290.59m
施工时替溪沟水位：241.30m
2.地形地貌
桥位处岩石裸露，但上部岩石存在不同程度的风化，有2.5～7米厚的强风化层。地质条件较好，无不良地质。弱风化岩为页岩，允许承载力为1500Kpa，天然湿度单轴极限抗压强度为6MPa
3.气象
年平均气温17.5℃，月平均最低气温4℃，月平均最高气温35℃。（合龙温度定为20℃）
4.桥梁标准
荷载等级：公路II级 人群：按规范规定取用。
桥梁宽度：净-9+2×1.0米(人行道)+2×0.25米(栏杆)。
桥面纵坡：平坡。
桥梁横坡：双向1.5%。
航道等级：不通航
设计桥面标高： 300.00米。
5.地面线，见下表：
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- 毕业设计-干沟大桥设计
- 干沟大桥设计
- 相关材料
相关材料封面、目录.doc [23.50KB]- 文献综述.doc [36.50KB]
外文原文.pdf [123.87KB]- 外文翻译.doc [49.50KB]
- 开题报告.doc [27.00KB]
- 毕业设计任务书.doc [90.00KB]
- 设计说明书
- 设计说明书封面.doc [10.50KB]
- 毕业设计说明书双面打印.doc [3.00MB]
- 毕业设计说明书单面打印.doc [2.99MB]
- ~$设计说明书（余科辉）.doc [162.00B]
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- OOOOOO10.z@z [1.90KB]
- OOOOOO10.jds [1.90KB]
- OOOOOO10.jdp [1.90KB]
- OOOOOO10.jde [1.90KB]
- OOOOOO10.jdc [1.90KB]
- OOOOOO10.jda [1.90KB]
- OOOOOO10.efs [3.56KB]
- OOOOOO10.efp [3.56KB]
- OOOOOO10.efe [3.56KB]
- OOOOOO10.efc [3.56KB]
- OOOOOO10.efa [3.56KB]
- OOOOOO10.cbf [7.88KB]
- OOOOOO10.cbd [4.78KB]
- OOOOOO10.cbb [576.00B]
- OOOOOO10.bfs [96.00B]
- OOOOOO10.bfp [96.00B]
- OOOOOO10.bfe [96.00B]
- OOOOOO10.bfc [96.00B]
- OOOOOO10.bfa [1.62KB]
- OOOOOO10.b@i [38.30KB]
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新项目组文件.pjw [103.00B]
干沟大桥.sts [673.00B]
干沟大桥.prj [39.00B]
干沟大桥.dbu [8.76KB]
干沟大桥.dbt [165.00B]
干沟大桥.dbo [36.00B]
干沟大桥.dbg [170.00B]
干沟大桥.dbe [61.67KB]
干沟大桥.dbc [24.63KB]- CAD图
细部构造图.dwg [162.71KB]
细部构造图.bak [174.92KB]- 图纸说明.doc [70.00KB]
- 施工流程图.dwg [134.89KB]
- 施工流程图.bak [134.89KB]
- 钢筋布置图.dwg [335.65KB]
- 钢筋布置图.bak [335.61KB]
acad.vlx [2.93KB]
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