摘 要

本設(shè)計(jì)是根據(jù)設(shè)計(jì)任務(wù)書的要求和《港口工程規(guī)范》的規(guī)定，對(duì)xx港某港區(qū)多用途碼頭進(jìn)行方案比選和設(shè)計(jì)并對(duì)沉箱部分的前壁和底板進(jìn)行結(jié)構(gòu)設(shè)計(jì)計(jì)算。通過(guò)對(duì)碼頭的安全、經(jīng)濟(jì)、適用性等多方面的比較，確定沉箱碼頭為推薦方案。
在設(shè)計(jì)中，根據(jù)設(shè)計(jì)任務(wù)書，進(jìn)行總平面設(shè)計(jì)、結(jié)構(gòu)選型和結(jié)構(gòu)計(jì)算三部分內(nèi)容。在總平面設(shè)計(jì)中，確定工程規(guī)模、選擇船型、對(duì)碼頭各尺度進(jìn)行計(jì)算以及裝卸工藝設(shè)計(jì)，最終確定平面方案。結(jié)構(gòu)選型是根據(jù)結(jié)構(gòu)自重力、墻后土壓力、堆活荷載、門機(jī)荷載、船舶系攬力等各荷載情況對(duì)碼頭結(jié)構(gòu)型式進(jìn)行設(shè)計(jì)和驗(yàn)算。結(jié)構(gòu)計(jì)算是對(duì)碼頭進(jìn)行作用效應(yīng)組合，對(duì)其抗傾、抗滑穩(wěn)定性驗(yàn)算以及基床、地基承載力驗(yàn)算。并對(duì)部分主要構(gòu)件，如前壁、底板進(jìn)行內(nèi)力計(jì)算，并驗(yàn)算其抗裂性。
本設(shè)計(jì)的全部圖紙采用AutoCAD繪制。另外，還翻譯了與沉箱結(jié)構(gòu)相關(guān)的英文文獻(xiàn)。




關(guān)鍵詞：重力式；沉箱碼頭； 門機(jī)； 穩(wěn)定性驗(yàn)算； 內(nèi)力計(jì)算


ABSTRACT

This is designed according to the requirements of the port and waterway engineering and the standard of the provisions of the port container terminals, scheme and design, and the selection of caisson parts structure calculation. Based on analysis of geological conditions related to dock and combining the advantages and disadvantages of various forms of wharf, determine the container terminal USES gravity caisson.
In the design, the general layout divided into two parts and land-based. According to the main part is accompanying gravity wharf general layout principle of container yard area and container library field area, Water is to determine the channel is designed, and the waters of anchor pier preface whirly waters scale scale. Then based on the general layout drawing.
In structural design, the first appearance of caisson preliminary determination in size and caissons rockfill height, then according to the analysis, the effect of variable, function, permanent role by the standard load list wharf, based on which, according to the calculation results of calculating stability of caisson shape dimension and height of caisson fill in stone. The effect of combination and caissons zooplankton stability checking of caisson, the front panel and slab reinforcement calculation and crack.
The design of all AUTO CAD rendering drawings by addition, this paper also reviewed the “Summary of Rubble Mound Breakwater Design Equations ”design equation.

Keywords: Gravity wharf; Caisson; Wave force; Caisson floating 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 4
2.4泥沙條件 10
2.5地質(zhì)條件 11
2.6地震條件 12
2.7荷載條件 12
2.8施工條件 12
第3章 設(shè)計(jì)成果 13
3.1總體設(shè)計(jì)成果 13
3.2結(jié)構(gòu)方案成果 13
3.3施工圖設(shè)計(jì)成果 13
3.4關(guān)鍵性技術(shù)要求 13
3.5設(shè)計(jì)成果評(píng)價(jià) 13
第4章 總平面設(shè)計(jì) 14
4.1工程規(guī)模 14
4.2布置原則 14
4.3設(shè)計(jì)船型 15
4.4作業(yè)條件 15
4.5總體尺度 15
4.5.1碼頭泊位長(zhǎng)度 15
4.5.2碼頭前沿高程 16
4.5.3碼頭前沿停泊水域尺度 16
4.5.4碼頭前船舶回旋水域尺度 16
4.5.5陸域設(shè)計(jì)高程 16
4.5.6航道設(shè)計(jì)尺度 17
4.6平面方案比選 17
4.7裝卸工藝設(shè)計(jì) 17
第5章 結(jié)構(gòu)選型 18
5.1結(jié)構(gòu)型式 18
5.2構(gòu)造尺度 18
5.3作用分析 20
5.3.1永久作用 20
5.3.2可變作用 29
5.3.3偶然作用 35
第6章 結(jié)構(gòu)計(jì)算 36
6.1穩(wěn)定性驗(yàn)算 36
6.1.1作用效應(yīng)組合 36
6.1.2抗滑穩(wěn)定性驗(yàn)算 36
6.1.3抗傾穩(wěn)定性驗(yàn)算 37
6.1.4基床承載力驗(yàn)算 38
6.1.5地基承載力驗(yàn)算 40
6.2構(gòu)件設(shè)計(jì) 45
6.2.1計(jì)算圖式 45
6.2.2作用效應(yīng)組合 45
6.2.3內(nèi)力計(jì)算 45
6.2.4強(qiáng)度與抗裂驗(yàn)算 53
6.2.6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
畢業(yè)設(shè)計(jì)任務(wù)書 77
設(shè)計(jì)進(jìn)度計(jì)劃表 84