xx港區(qū)多用途碼頭工程設(shè)計(jì)重力式沉箱結(jié)構(gòu)(存儲(chǔ)版)
【正文】 尺度為64m,。具體計(jì)算及圖紙見(jiàn)計(jì)算書(shū)。 工程規(guī)模本工程擬在煙臺(tái)港XX港區(qū)建設(shè)一個(gè)5萬(wàn)噸級(jí)泊位的多用途碼頭。 設(shè)計(jì)船型根據(jù)設(shè)計(jì)任務(wù)書(shū)選取設(shè)計(jì)船型總長(zhǎng)230m。不同的工程其具體的設(shè)計(jì)內(nèi)容也不同。本設(shè)計(jì)通過(guò)對(duì)沉箱自重，墻后土壓力，波浪力，貯倉(cāng)壓力等作用的計(jì)算，對(duì)沉箱碼頭進(jìn)行抗滑抗傾穩(wěn)定性驗(yàn)算，地基承載能力驗(yàn)算等。本地區(qū)砂石料資源豐富，開(kāi)采運(yùn)輸條件良好，各種規(guī)格的砂石料可就近采購(gòu)，能滿足本工程建設(shè)需要。對(duì)于護(hù)岸和防波堤的設(shè)計(jì)，①淤泥質(zhì)粉質(zhì)粘土，呈流塑～軟塑狀，為軟弱土層，工程地質(zhì)性質(zhì)差，不宜作基礎(chǔ)持力層?？傊?，該海區(qū)泥沙來(lái)源很少、泥沙搬運(yùn)沉積不甚活躍，近岸泥沙不會(huì)對(duì)建港構(gòu)成危害。強(qiáng)波向?yàn)镹NW向，次強(qiáng)波向?yàn)镹向，這兩個(gè)方向H4%%、%。芝罘島測(cè)波資料有著極好的代表性，基本代表了西港區(qū)深水處的波況。；測(cè)點(diǎn)最大漲、流向分別為74176。潮流流場(chǎng)：龍洞咀以南第一測(cè)區(qū)漲、落潮潮流平均流向呈南北走向，龍洞咀以被第二測(cè)區(qū)漲、落潮潮流平均流向呈東西走向。 水文條件（一） 潮位國(guó)家海洋局第一海洋研究所對(duì)煙臺(tái)套子灣西海岸海區(qū)建港條件進(jìn)行了調(diào)查和部分水文要素的短期觀測(cè)，并于1994年12月完成了“煙臺(tái)初旺灣－蘆洋灣自然環(huán)境調(diào)查報(bào)告”。具體見(jiàn)風(fēng)頻率統(tǒng)計(jì)表和風(fēng)玫瑰圖。（一） 氣溫年平均氣溫：176。 依據(jù)規(guī)范：《重力式碼頭設(shè)計(jì)與施工規(guī)范(JTJ29098)》 《海港水文規(guī)范（JTJ 21698）》 《海港總平面設(shè)計(jì)規(guī)范(JTJ21199)》 《港口工程荷載規(guī)范(JTJ21598)》 《港口工程地基規(guī)范(JTJ25098)》等等。本工程位于煙臺(tái)港XX港區(qū)，擬建一個(gè)5萬(wàn)噸級(jí)泊位的多用途碼頭。關(guān)鍵詞： 港口設(shè)計(jì)； 重力式碼頭； XX港； 岸壁式沉箱ABSTRACTPort design is the most basic and important aspects in Port Engineering. Good design, not only to provide security, economic, practical building structure, but also be able to design and design concept to show spirit of innovation. Port design process, design methods, design calculation and design of the study and determine the various port design specification and project implementation and upgrade experience. Therefore, the design process of the port, has a certain theoretical and practical importance of the engineering practice.Based on the analysis of the natural environment in Hong Kong and Penglai port proposed topography, geology, hydrology, meteorology, sea state statistics to determine the layout of the proposed port form, given the number of berths and plane size, design Terminal handling technology and the location of the rear yard. Proposed construction of the design of gravity quay, in the context of the proposed port waters, in accordance with the terminal front basin water depth, cuttingedge design of the terminal swing radius and channel waters of the breadth and depth, to calculate the proposed port at all kinds of water under the pier weight, Quay Terminal type caisson wall backfill soil pressure intensity and the dock loads generated by various heap goods, projected water levels in a variety of conditions under the wave forces and conduct antidumping, antislide and sub grade stability putations, the preliminary design pleted Penglai Port, report, and gives a plete design drawings and design data.This article provides results consistent with the design of the port design, provide detailed design drawings and design data, integrity, building and construction of Penglai Port of guiding significance. Penglai Port graduation design projects through the practicing, consolidate the port channel and the basics of coastal engineering, accumulated ports, terminals and paths of design experience, to go to work, in the port channel and coastal engineering design and research laid a solid basis.Key words： Port Design；Terminal Gravity；Penglai Port；Quay Caisson 目 錄第1章 設(shè)計(jì)背景 1 工程概述 1 設(shè)計(jì)原則 1 設(shè)計(jì)依據(jù) 1 設(shè)計(jì)任務(wù) 2第2章 設(shè)計(jì)資料 3 地形條件 3 氣象條件 3 水文條件 6 泥沙條件 11 地質(zhì)條件 1
黨政相關(guān)相關(guān)推薦
鄂ICP備17016276號(hào)-1