【正文】 d horizontal beam reinforcement calculation. In the first part, Ports Total Plane Design Standard (JTJ21199) and other standards are used to calculate and determine the norms, such as Pier Land, the waters of the main scale and size of yard and terminal handling process of the preliminary design. In the second part, Highpiled Type Wharf Design And Construction Standard (JTJ29198) are used to determine the size of the ponents. Track beam and then through the YIGONG puting systems and puting systems can be bent horizontal vertical and horizontal beam internal forces. In the last part, Concrete Structure Design Standard are used to finish reinforcement of the vertical and horizontal beams and check the stability. Key words:Highpile wharf， the disposal of the wharf plane， longitudinal beam ， transverse beam， deck， reinforcement 目 錄 1 緒論 .................................................................................................................................................. 1 設(shè)計(jì)依據(jù) ................................................................................................................................. 1 設(shè)計(jì)內(nèi)容 ................................................................................................................................. 1 工程概要 ................................................................................................................................. 1 2 工程基本條件和依據(jù) ...................................................................................................................... 2 地形、地質(zhì) ............................................................................................................................ 2 氣象 ........................................................................................................................................ 3 水文潮位 ................................................................................................................................ 4 船型、營(yíng)運(yùn)條件 .................................................................................................................... 4 船舶荷載 ................................................................................................................................ 5 3 碼頭的總體設(shè)計(jì) .............................................................................................................................. 8 港口總平面布置 .................................................................................................................. 8 碼頭附屬設(shè)施 .................................................................................................................... 15 裝卸工藝設(shè)計(jì) .................................................................................................................... 15 煤炭的防治 ........................................................................................................................ 16 4 碼頭結(jié)構(gòu)方案設(shè)計(jì) ...................................................................................................................... 17 結(jié)構(gòu)方案 ............................................................................................................................ 17 結(jié)構(gòu)方案的擬定 .................................................................................................................. 17 結(jié)構(gòu)布置 ............................................................................................................................ 20 ......................................................................................................................................... 19 基本信息 .............................................................................................................................. 19 效應(yīng)標(biāo)準(zhǔn)值 .......................................................................................................................... 22 效應(yīng)組合值 .......................................................................................................................... 22 鋼筋計(jì)算結(jié)果 ...................................................................................................................... 23 結(jié)構(gòu)抗剪、沖切計(jì)算結(jié)果 .................................................................................................. 23 6. 軌道梁計(jì)算 ................................................................................................................................... 24 軌道梁設(shè)計(jì) .......................................................................................................................... 22 計(jì)算荷載 .............................................................................................................................. 24 作用效應(yīng)標(biāo)準(zhǔn)值計(jì)算 ............................................................................. 錯(cuò)誤 !未定義書(shū)簽。 碼頭總平面布置主要依據(jù)《河港總平面設(shè)計(jì)規(guī)范》 (JTJ 21199)等規(guī)范計(jì)算并確定碼頭陸域、水域的主要尺度及堆場(chǎng)的面積，并且對(duì)碼頭裝卸工 藝進(jìn)行了初步的設(shè)計(jì)。 本科生畢業(yè)設(shè)計(jì)（論文） 安慶某內(nèi)河碼頭二期工程設(shè)計(jì) 計(jì)算書(shū) 學(xué) 院：海洋科學(xué)與工程學(xué)院 專(zhuān) 業(yè)：港口航道與海岸工程 班 級(jí)： 姓 名： 指導(dǎo)教師： 完成日期： 承 諾 書(shū) 本人鄭重承諾：所呈交的畢業(yè)論文“安慶某內(nèi)河碼頭二期工程設(shè)計(jì)”是在老師的指導(dǎo)下，嚴(yán)格按照學(xué)校和學(xué)院的有關(guān)規(guī)定由本人獨(dú)立完成。如若出現(xiàn)任何侵犯他人知識(shí)產(chǎn)權(quán)等問(wèn)題，本人愿意承擔(dān)相關(guān)法律責(zé)任 承諾人（簽名）； 日期； 年 月 日 摘 要 本設(shè)計(jì)對(duì)安慶某內(nèi)河碼頭二期工程進(jìn)行初步規(guī)劃與設(shè)計(jì)，主要內(nèi)容包括：碼頭總平面布置、碼頭斷面設(shè)計(jì)、碼頭縱橫梁配筋計(jì)算等。碼頭縱橫梁配筋計(jì)算根據(jù)《港口工程鋼筋混凝土結(jié)構(gòu)》等對(duì)縱橫梁進(jìn)行配筋并進(jìn)行穩(wěn)定性驗(yàn)算。 工程概要 根據(jù)安徽安慶化纖公司“十五”及“十一五”的規(guī)劃，公司原煤用量及發(fā)展需求量的增加，需要對(duì)安徽安慶化纖現(xiàn)有設(shè)計(jì)能力為 120 萬(wàn)噸的長(zhǎng)江港區(qū)碼頭卸煤泊位及輸煤廊道進(jìn)行擴(kuò)容改造，以滿足安徽安慶化纖生產(chǎn)裝置安全、穩(wěn)定運(yùn)行及發(fā)展的需要。 上海海事大學(xué)本科生畢業(yè)設(shè)計(jì)（論文） 2 2 工程基本條件和依據(jù) 地形、地質(zhì) 交通部第三航務(wù)工程局設(shè)計(jì)院勘探隊(duì) 1980 年 6 月“江蘇石油化纖總廠碼頭技術(shù)設(shè)計(jì)階段工程地質(zhì)報(bào)告”對(duì)勘探區(qū)各層土工