篇一：道路桥梁工程毕业论文
毕 业 设 计（ 论 文 ）
泰州市231省道泰州至高港改线工程3标段高
架桥桩基专项施工方案
系 别：土木建筑系
专 业： 道路桥梁工程技术
班 级： 道桥 101
姓 名： 朱亚南
学 号：100304160
指导教师： 吕凡任
完成时间： 2013.4.25
目录
摘要 ................................................................................................................................................. Ⅱ ABSTRACT ................................................................................................................................... Ⅲ
前言 ................................................................................................................................................... 1
第一章 编制说明 ............................................................................................................................. 2
1.1编制依据 ............................................................................................................................ 2
1.2编制目的 ............................................................................................................................ 2
1.3编制原则 ............................................................................................................................ 2
第二章 工程概况 ............................................................................................................................. 3
2.1 工程简介 ........................................................................................................................... 3
2.2地质、气候及水文 ............................................................................................................ 3
第三章 施工准备 ............................................................................................................................. 7
3.1施工场地的设置 ................................................................................................................ 7
3.2施工组织机构人员安排 .................................................................................................... 7
3.3工程进度计划 .................................................................................................................... 7
第四章 施工方案设计 ..................................................................................................................... 8
4.1平整场地 ............................................................................................................................ 8
4.2场地处理 ............................................................................................................................ 8
4.2.1地表处理 ................................................................................................................ 8
4.2.2排水沟布置 ............................................................................................................ 8
4.3施工放样 ............................................................................................................................ 8
4.4混凝土灌注桩施工工艺 .................................................................................................... 8
4.4.1成孔 ........................................................................................................................ 8
4.4.2检孔及清孔 .......................................................................................................... 11
4.4.3钢筋笼制作及吊放 .............................................................................................. 11
4.4.4安设导管、储料斗、混凝土灌注 ...................................................................... 12
4.4.5施工质量保证措施 .............................................................................................. 15
第五章 施工安全保证体系及措施 ............................................................................................. 19
5.1安全施工保证措施 .......................................................................................................... 19
5.2冲击钻机施工安全 .......................................................................................................... 23
第六章 进度保证体系 ................................................................................................................... 25
第七章 施工环保的主要措施 ....................................................................................................... 26
7.1 临建和现场布置 ............................................................................................................. 26
7.2道路和场地 ...................................................................................................................... 26
7.3施工场地清理 .................................................................................................................. 26
7.4材料堆放 .......................................................................................................................... 26
7.5大气与水质的保护 .......................................................................................................... 26
7.6废弃物的处理 .................................................................................................................. 26
7.7施工噪音控制措施 .......................................................................................................... 27
7.8生态保护措施 .................................................................................................................. 27
7.9水土保持措施 .................................................................................................................. 27
摘要
本设计是江苏省231省道泰州至高港段改线工程钻孔灌注桩的施工设计方案，桩径为
1.6m，桩长为66m钻孔深度70m。采用c30商用混凝土灌注，抗震等级为一级，本方案采用钢筋混凝土框架现浇桩基。上部结构四十七联均采用现浇预应力混凝土连续箱梁，满堂支架施工；下部结构采用柱式桥墩、薄壁式桥台、钻孔灌注桩基础。
关键词：钢筋混凝土框架
现浇预应力混凝土钻孔灌注
篇二：道路桥梁工程毕业论文两篇
高等教育自学考试
道路与桥梁工程专业（本科）
毕业论文
吉林大学交通学院
道路与桥梁工程系
2013年2月
摘 要
本设计根据给定的资料，通过对原始数据的分析,根据该路段的地质、地形、地
物、水文等自然条件,依据《公路工程技术标准》 、《公路路线设计规范》等交通部颁发的相关技术指标,在老师的指导和同学的帮助下完成的。
设计内业详细资料有：路线设计，包括纸上定线（山岭区或越岭线）、绘制路线
平面图、路线纵断面设计）；路基设计，完成两公里横断面和路基土石方的计算及路基排水设计；路面设计，水泥混凝土路面设计；小桥涵设计，完成一项涵洞设计；路线交叉设计，完成一项路线平面交叉；设计概算编制，完成全线设计路段的初步设计概算；应用计算机绘制工程图，按老师指导和要求完成。
整个设计计算了路线的平、纵、横要素,设计了路基、路面、平面交叉、小桥涵
的尺寸等内容,由此圆满完成了北翠公路青年农场至前进段两阶段初步设计。
关键词：路线，路基,路面,涵洞，平面交叉，概算
ABSTRACT
Data that this design according to give to settle to complition, complete the Threexin
forest of Mulin to lianhe highway station segment (1) first design station segment (2) the relevant technique index sign for kind, geography for second class highway route, from this design learning a lot of knowledge concerning highways, passing analysis primitive dataing, according to the road's segment, characteristics of term nature, such as, ground thing, and hydrology etc., Basis highway engineering technique standard , highway route designing the normal waiting the transport, and complete to design under the help that the teacher's leading is with the classmate of constitute the circumstance,
The design inside of stage first steps include: Route design,The paper up settles the
lines( mountain range area, or more mountain range line),Draw the route plane chart, Proceed route vertical section of design;Roadbed design, Complete two kilometer cross sections are with the roadbed the calculation of square ground and roadbed drain the design;Road design, Cement concrete road design;Small bridge culvert design, Complete the design of a culvert;The route crosses the design, Complete a route flat surface to cross; Design budgetary estimate establishment: Completes the entire line todesign the road section the preliminary design budgetary estimate;The application calculator draws the engineering diagram, Complete under the teacher's leading request.
we compute the route even, vertical , horizontal main factor, designed the flat surface
to designtheroadbed,roadthesizefor, small bridge culvert, fromhere,successfully completed Qingnian to Qianjin of the Beicui highway in section two stages preliminary designs.
Key words: Route, roadbed, road, culvert，Route cross，Budgetary estimate
目 录
摘要?????????????????????????????????Ⅰ Abstract ???????????????????????????????Ⅱ
第1章 绪论?????????????????????????????1
1.1 选题的背景、目的及意义?????????????????????1
1.2 设计任务????????????????????????????1
1.3 路线概况??????????????????????????1
1.4 公路等级和技术标准???????????????????????2
1.5 路线采用的技术经济指标?????????????????????2
1.6 路线设计起讫点?????????????????????????3
1.7 本章小结????????????????????????????3
第2章 路线?????????????????????????4
2.1路线方案的说明和比较????????????????????4
2.1.1 了解资料?????????????????????????4
2.1.2 定线的原则与方法?????????????????????4
2.1.3 定线具体过程??????????????????????? 4
2.1.4 路线方案的比选??????????????????????5
2.2 路线平面设计??????????????????????????5
2.2.1 确定各平曲线半径及缓和曲线长度??????????????5
2.2.2设计确定平曲线的原则???????????????????6
2.2.3特殊线形设计方法?????????????????????7
2.2.4 编制直线及转角一览表??????????????????11
2.2.5平面图标注????????????????????????11
2.2.6 弯道视距的检查?????????????????????11
2.2.7 绘图??????????????????????????11
2.3 路线纵断面设计?????????????????????????11
2.3.1点绘地面线?????????????????????11
2.3.2 拉坡 调坡 定坡?????????????????????11
2.3.3 确定纵坡度，变坡点的位置?????????????????11
2.3.4 纵断面图的详细设计???????????????????11
2.3.5 平、竖曲线的组合?????????????????????11
2.3.6竖曲线要素的计算?????????????????????12
2.3.7 平纵线形设计应注意避免的组合???????????????12
2.4 本章小结???????????????????????????13
第3章 路基路面及排水??????????????????????14
3.1路基设计???????????????????????14
3.1.1 边坡的确定????????????????????????14
3.1.2 路基高度的确定?????????????????????14
3.1.3 加宽超高设计??????????????????????15
3.1.4 排水系统的设计原则???????????????????17
3.1.5 横断面的绘出??????????????????????18
3.2路面设计??????????????????????????18
3.2.1 设计原则????????????????????????19
3.2.2 路面结构的确定及材料的选择???????????????19
3.2.3 施工要求????????????????????????19
3.2.4 路面设计计算书?????????????????????19
3.3 排水系统的设计原则??????????????????????28
3.4本章小结?????????????????????????28
第4章 桥涵 涵洞?????????????????????????29
4.1 全线采用的涵洞????????????????????????29
4.2 涵洞的设计??????????????????????????29
4.2.1 小桥涵位置确定?????????????????????29
4.2.2 洞口类型的选择?????????????????????29
4.2.3 涵洞计算??????????????????????29
4.3 本章小结???????????????????????????31
第5章 路线交叉??????????????????????????32
5.1 交叉概述???????????????????????????32
5.1.1 交叉口设计的基本要求??????????????????32
5.1.2 交叉口设计的主要内容??????????????????32
5.2 交叉口设计类型????????????????????????32
5.3 交叉口设计技术指标??????????????????????32
篇三：道路桥梁工程毕业论文
摘 要
本设计根据给定的资料，通过对原始数据的分析,根据该路段的地质、地形、地
物、水文等自然条件,依据《公路工程技术标准》 、《公路路线设计规范》等交通部颁发的相关技术指标,在老师的指导和同学的帮助下完成的。
设计内业详细资料有：路线设计，包括纸上定线（山岭区或越岭线）、绘制路线
平面图、路线纵断面设计）；路基设计，完成两公里横断面和路基土石方的计算及路基排水设计；路面设计，水泥混凝土路面设计；小桥涵设计，完成一项涵洞设计；路线交叉设计，完成一项路线平面交叉；设计概算编制，完成全线设计路段的初步设计概算；应用计算机绘制工程图，按老师指导和要求完成。
整个设计计算了路线的平、纵、横要素,设计了路基、路面、平面交叉、小桥涵
的尺寸等内容,由此圆满完成了北翠公路青年农场至前进段两阶段初步设计。
关键词：路线，路基,路面,涵洞，平面交叉，概算
ABSTRACT
Data that this design according to give to settle to complition, complete the Threexin
forest of Mulin to lianhe highway station segment (1) first design station segment (2) the relevant technique index sign for kind, geography for second class highway route, from this design learning a lot of knowledge concerning highways, passing analysis primitive dataing, according to the road's segment, characteristics of term nature, such as, ground thing, and hydrology etc., Basis highway engineering technique standard , highway route designing the normal waiting the transport, and complete to design under the help that the teacher's leading is with the classmate of constitute the circumstance,
The design inside of stage first steps include: Route design,The paper up settles the
lines( mountain range area, or more mountain range line),Draw the route plane chart, Proceed route vertical section of design;Roadbed design, Complete two kilometer cross sections are with the roadbed the calculation of square ground and roadbed drain the design;Road design, Cement concrete road design;Small bridge culvert design, Complete the design of a culvert;The route crosses the design, Complete a route flat surface to cross; Design budgetary estimate establishment: Completes the entire line todesign the road section the preliminary design budgetary estimate;The application calculator draws the engineering diagram, Complete under the teacher's leading request.
we compute the route even, vertical , horizontal main factor, designed the flat surface
to designtheroadbed,roadthesizefor, small bridge culvert, fromhere,successfully completed Qingnian to Qianjin of the Beicui highway in section two stages preliminary designs.
Key words: Route, roadbed, road, culvert，Route cross，Budgetary estimate
目 录
前言?????????????????????????????????Ⅰ Abstract ???????????????????????????????Ⅱ 1 前言?????????????????????????????1
1.1 选题的背景、目的及意义?????????????????????1
1.2 设计任务????????????????????????????1
1.3 路线概况??????????????????????????1
1.4 公路等级和技术标准???????????????????????2
1.5 路线采用的技术经济指标?????????????????????2
1.6 路线设计起讫点?????????????????????????3
2 路线?????????????????????????4
2.1路线方案的说明和比较????????????????????4
2.1.1 了解资料?????????????????????????4
2.1.2 定线的原则与方法?????????????????????4
2.1.3 定线具体过程??????????????????????? 4
2.1.4 路线方案的比选??????????????????????5
2.2 路线平面设计??????????????????????????5
2.2.1 确定各平曲线半径及缓和曲线长度??????????????5
2.2.2设计确定平曲线的原则???????????????????6
2.2.3特殊线形设计方法?????????????????????7
2.2.4 编制直线及转角一览表??????????????????11
2.2.5平面图标注????????????????????????11
2.2.6 弯道视距的检查?????????????????????11
2.2.7 绘图??????????????????????????11
2.3 路线纵断面设计?????????????????????????11
2.3.1点绘地面线?????????????????????11
2.3.2 拉坡 调坡 定坡?????????????????????11
2.3.3 确定纵坡度，变坡点的位置?????????????????11
2.3.4 纵断面图的详细设计???????????????????11
2.3.5 平、竖曲线的组合?????????????????????12
2.3.6竖曲线要素的计算?????????????????????12
2.3.7 平纵线形设计应注意避免的组合???????????????13
3 路基路面及排水??????????????????????14
3.1路基设计???????????????????????14
3.1.1 边坡的确定????????????????????????14
3.1.2 路基高度的确定?????????????????????14
3.1.3 加宽超高设计??????????????????????15
3.1.4 排水系统的设计原则???????????????????17
3.1.5 横断面的绘出??????????????????????18
3.2路面设计??????????????????????????18
3.2.1 设计原则????????????????????????19
3.2.2 路面结构的确定及材料的选择???????????????19
3.2.3 施工要求????????????????????????19
3.2.4 路面设计计算书?????????????????????19
3.3 排水系统的设计原则??????????????????????284桥涵 涵洞?????????????????????????29
4.1 全线采用的涵洞????????????????????????29
4.2 涵洞的设计??????????????????????????29
4.2.1 小桥涵位置确定?????????????????????29
4.2.2 洞口类型的选择?????????????????????29
4.2.3 涵洞计算??????????????????????295路线交叉??????????????????????????31
5.1 交叉概述???????????????????????????31
5.1.1 交叉口设计的基本要求??????????????????12
5.1.2 交叉口设计的主要内容??????????????????31
5.2 交叉口设计类型????????????????????????31
5.3 交叉口设计技术指标??????????????????????31
5.4 交叉口设计??????????????????????????31 6 环保设计??????????????????????????32
6.1 环保设计方案?????????????????????????32
结论?????????????????????????????????33 参考文献??????????????????????????????34 致谢?????????????????????????????????35
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