【正文】 青島理工大學(xué)畢業(yè)設(shè)計(jì) （論文） 青島理工大學(xué) 畢 業(yè) 設(shè) 計(jì)（論 文） 題目： 濰坊至臨沂一級(jí)公路設(shè)計(jì) 學(xué)生姓名： 賈俊杰 學(xué)生學(xué)號(hào)： 20xx72135 院系名稱： 土建工程系 專業(yè)班級(jí)： 道橋 115 指導(dǎo)教師： 賈世波 20xx 年 6 月 9 日青島理工大學(xué)畢業(yè)設(shè)計(jì) （論文） I 摘 要 本設(shè)計(jì)為 濰坊至臨沂一級(jí) 公路設(shè)計(jì)，按山嶺重丘區(qū)一級(jí)公路技術(shù)標(biāo)準(zhǔn)設(shè)計(jì)，山嶺地區(qū)地形復(fù)雜多變，因此在選線時(shí)應(yīng)充分利用有利地形，合理避 讓不利地形，從而使線形滿足相應(yīng)的設(shè)計(jì)要求，并達(dá)到安全、舒適、美觀的效果。 本設(shè)計(jì)主要分為四部分，分別為：平面設(shè)計(jì)，縱斷面設(shè)計(jì)，橫斷面設(shè)計(jì)，路面結(jié)構(gòu)設(shè)計(jì)。 本公路設(shè)計(jì)速度為 80km/h，路線全長(zhǎng) 米，按雙向四車道設(shè)計(jì)，設(shè)中央分隔帶，路基寬度 米，平面有一個(gè)彎道，彎道的最小半徑為 270 米，直線最大長(zhǎng)度 米。路線平均縱坡 %，最大縱坡 %，最小縱坡 %，縱斷面有 3 個(gè)變坡點(diǎn)，最小豎曲線半徑為 米 ， 共設(shè)置了 6 處涵洞。 關(guān)鍵詞 平面設(shè)計(jì)，縱斷面設(shè)計(jì) ，橫斷面設(shè)計(jì)，路基設(shè)計(jì)，路面設(shè)計(jì) 青島理工大學(xué)畢業(yè)設(shè)計(jì) （論文） II ABSTRACT The design for the WeiLinDaDaoA4 ~ C1 level of highway asphalt pavement design, according to expressway’s technical standard of heavy hilly terrain in mountain areas, plex mountainous terrain, so the line selection should take full advantage of the favorable terrain, reasonably avoid adverse terrain, thus the linear design meets the appropriate requirements and achieve safe, fortable, beautiful results. This design is mainly divided into four parts, there are as follows: graphic design, profile design, crosssection design and pavement structure design. The highway design speed is 80 kilometers per hour, the route length of , designing as fourlane highway with twoway streets, a central median and the width of the roadbed is meters, This plane has one bend, the minimum bend radius is270meters, and meters maximum length of line. Average longitudinal line of this section is percent, and the largest longitudinal is , minimum longitudinal slope. Four change points in vertical alignment, the minimum vertical curve radius meters. Were set up six culverts. The road of asphalt concrete pavement, according to standard remend structure level 15 cm set asphalt concrete type do facing, 20 cm cement stabilized macadam and 35 cm lime soil do the grassroots, total ply pad to 70 cm. KEYWOEDS graphic design, horizontal design, vertical design, subgrade design, pavement design 青島理工大學(xué)畢業(yè)設(shè)計(jì)（論文） I 目 錄 第 1 章 緒論 ............................................................................................................. 2 概述 ............................................................................................................ 2 選題的目的和意義 .................................................................................... 2 設(shè)計(jì)標(biāo)準(zhǔn) .................................................................................................... 3 自然條件 .................................................................................................... 3 地理位置及地形地貌 ..................................................................... 3 氣侯條件 ......................................................................................... 3 第 2 章 道路設(shè)計(jì) ..................................................................................................... 4 路線平面設(shè)計(jì) ............................................................................................ 4 道路選線 ......................................................................................... 4 路線平面設(shè)計(jì)原則 ......................................................................... 4 路線平面設(shè)計(jì)中注意事項(xiàng) ............................................................. 7 平面的設(shè)計(jì)步驟 ............................................................................. 7 設(shè)計(jì)說(shuō)明 ......................................................................................... 8 平曲線要素計(jì)算 ........................................................................... 10 路線縱斷面設(shè)計(jì) ...................................................................................... 14 縱斷面設(shè)計(jì)原則及要求 ............................................................... 14 設(shè)計(jì)說(shuō)明 ....................................................................................... 17 豎曲線要素計(jì)算 ........................................................................... 22 第 3 章 路基設(shè)計(jì) ................................................................................................... 25 路基橫斷面設(shè)計(jì) ...................................................................................... 26 路基主要形式 ............................................................................... 26 路基基本構(gòu)造 ............................................................................... 28 橫斷面繪制及土方計(jì)算 .......................................................................... 30 青島理工大學(xué)畢業(yè)設(shè)計(jì)（論文） II 路基排水系統(tǒng)結(jié)構(gòu)和布置 ...................................................................... 30 路基路面排水設(shè)計(jì)原則 ............................................................... 30 路基縱向排水設(shè)計(jì) ....................................................................... 31 路基橫向排水設(shè)計(jì) ....................................................................... 32 涵洞設(shè)計(jì) .................................................................................................. 33 第 4 章 路面設(shè)計(jì) ................................................................................................... 34 新建瀝青路面設(shè)計(jì) .................................................................................. 34 設(shè)計(jì)內(nèi)容 ....................................................................................... 34 設(shè)計(jì)依據(jù) ....................................................................................... 34 計(jì)算方法 ....................................................................................... 34 計(jì)算過(guò)程 ....................................................................................... 34 路面設(shè)計(jì)計(jì)算 .......................................................................................... 36 路面排水 .................................................................................................. 46 路面地表排水 ............................................................................... 46 路面內(nèi)部排水 ........................................................................