摘 要

本設(shè)計(jì)是根據(jù)設(shè)計(jì)任務(wù)書的要求和《港口與航道工程規(guī)范匯編》的規(guī)定，對(duì)xx港集裝箱碼頭進(jìn)行方案比選和設(shè)計(jì)，并對(duì)沉箱部分進(jìn)行了結(jié)構(gòu)內(nèi)力計(jì)算。通過對(duì)本碼頭相關(guān)地質(zhì)情況進(jìn)行分析并結(jié)合各種碼頭形式的優(yōu)缺點(diǎn)，確定本集裝箱碼頭采用重力式沉箱結(jié)構(gòu)。
在設(shè)計(jì)中，首先進(jìn)行總平面布置，分為陸域和水域兩部分。陸域部分主要是根據(jù)重力式碼頭總平面布置原則確定集裝箱堆場(chǎng)的面積和拆裝箱庫(kù)場(chǎng)的面積；水域部分則是確定航道設(shè)計(jì)尺度、碼頭前沿停泊水域尺度和回旋水域尺度。然后在此基礎(chǔ)上繪出總平面布置圖。
在結(jié)構(gòu)設(shè)計(jì)中，先初步確定沉箱的外形尺寸和沉箱內(nèi)填石高度，然后進(jìn)行作用分析，按永久作用、可變作用、偶然作用列出碼頭荷載的標(biāo)準(zhǔn)值，在此基礎(chǔ)上進(jìn)行穩(wěn)定性驗(yàn)算，根據(jù)驗(yàn)算結(jié)果對(duì)沉箱外形尺寸和沉箱內(nèi)填石高度進(jìn)行修改。最后進(jìn)行作用效應(yīng)組合和沉箱的浮游穩(wěn)定性驗(yàn)算，并對(duì)沉箱前面板和底板進(jìn)行了配筋計(jì)算和抗裂驗(yàn)算。
本設(shè)計(jì)的全部圖紙采用AUTO CAD繪制，另外論文還翻譯了《港口設(shè)計(jì)規(guī)劃指導(dǎo)》的英文文獻(xiàn)。

關(guān)鍵詞：重力式碼頭；沉箱；波浪力；沉箱的浮游穩(wěn)定；




ABSTRACT

This port is a place where the port is being developed, now has a considerable scale of operation. The hinterland transport, benefit significantly, traffic has increased steadily. To meet the transport requirements of the development, promotion of port development is conducive to the rational distribution of ports for port operations and create greater social and economic benefits, the new berth is very important. Of the terminals plan selection and design, and part of the caisson structure calculation of internal forces. Related to the terminal through the analysis of geological conditions and combined with the advantages and disadvantages of various terminal forms to determine the gravity of the container terminal by caisson structure.
In design, the first for general layout, divided into two parts, Land and water. Land part of the main terminal in accordance with the general layout of gravity principle to determine the size and removable container yard box library market area; water channel in port is to determine the size, scale and water berthing pier Foreword water scale swing. On this basis, then draw the general layout plan.
In the structural design, first determine the initial size and shape caisson height within the filling, then the role of analysis, by the permanent effect, variable effect, accidental effect of the standard load out terminal value based on the stability of this checking , according to the results, the size and shape of the caisson caisson height within the filling to be modified. Finally, the role of effect combinations and checking the stability of floating caissons, and the caissons were front and bottom reinforcement calculation and crack checking.
The design drawings using AUTO CAD drawing all.


KEY WORDS：terminal gravity；caisson；wave force；stability


目 錄

第1章 設(shè)計(jì)背景 1
1.1 工程概述 1
1.2 設(shè)計(jì)原則 1
1.3 設(shè)計(jì)依據(jù) 1
1.4 設(shè)計(jì)任務(wù) 1
第2章 設(shè)計(jì)資料 2
2.1 地形條件 2
2.2 氣象條件 2
2.3 水文條件 2
2.4 地質(zhì)條件 2
2.5 地震條件 2
2.6 荷載條件 3
2.7 施工條件 3
第3章 設(shè)計(jì)成果 4
3.1 總體設(shè)計(jì)成果 4
3.2 結(jié)構(gòu)方案成果 4
3.3 施工圖設(shè)計(jì)成果 4
3.4 關(guān)鍵性技術(shù)要求 4
3.5 設(shè)計(jì)成果評(píng)價(jià) 4
第4章 總平面設(shè)計(jì) 5
4.1 工程規(guī)模 5
4.2 布置原則 5
4.3 設(shè)計(jì)船型 5
4.4 作業(yè)條件 5
4.5 總體尺度 6
4.5.1 碼頭泊位長(zhǎng)度 6
4.5.2 碼頭前沿高程 6
4.5.3 碼頭前沿停泊水域尺度 7
4.5.4 碼頭前船舶回旋水域尺度 7
4.5.5 陸域設(shè)計(jì)高程 7
4.5.6 航道設(shè)計(jì)尺度 7
4.6 平面方案比選 7
4.7 裝卸工藝設(shè)計(jì) 8
第5章 結(jié)構(gòu)選型 9
5.1 結(jié)構(gòu)型式 9
5.2 構(gòu)造尺度 9
5.2.1 沉箱外形尺寸 9
5.2.2 箱內(nèi)隔墻設(shè)置 10
5.2.3 沉箱構(gòu)件尺寸 10
5.2.4 胸墻尺寸 11
5.2.5 基床尺寸 12
5.3 作用分析 12
5.3.1 永久作用 12
5.3.2 可變作用 21
5.3.3 偶然作用 33
5.3.4 碼頭荷載標(biāo)準(zhǔn)值匯總 33
第6章 結(jié)構(gòu)計(jì)算 35
6.1 穩(wěn)定性驗(yàn)算 35
6.1.1 作用效應(yīng)組合 35
6.1.2 抗滑穩(wěn)定性驗(yàn)算 35
6.1.3 抗傾穩(wěn)定性驗(yàn)算 38
6.1.4 基床承載力驗(yàn)算 40
6.2 構(gòu)件設(shè)計(jì) 42
6.2.1 計(jì)算圖式 42
6.2.2 作用效應(yīng)組合 42
6.2.3 內(nèi)力計(jì)算 42
6.2.4 承載力與抗裂驗(yàn)算 51
6.2.5 沉箱浮游穩(wěn)定驗(yàn)算 60
致謝 63
參考資料及設(shè)計(jì)規(guī)范 64
外文資料及譯文 66
畢業(yè)設(shè)計(jì)任務(wù)書 72
設(shè)計(jì)進(jìn)度計(jì)劃表 76