【正文】 畢業(yè)設(shè)計(jì) 丹東市海洋紅中心漁港移地重建工程 學(xué) 生 姓 名： XXX 指導(dǎo)教 師 ： 桂勁松 (教授） 專(zhuān)業(yè)名 稱(chēng) ： 港口航道與海岸工程 所在學(xué) 院 ： 海洋與土木工程學(xué)院 2021 年 6 月 I 目錄 摘要 ........................................................................ 1 Abstract .................................................................. 2 前言 ........................................................................ 3 第 一 章 原始 資料分析 ................................................... 4 工程地理位置 ................................................ 4 自然條件 ..................................................... 4 工程地質(zhì) ..................................................... 8 地震 ........................................................ 11 泥沙運(yùn)動(dòng)及港內(nèi)回淤分析 .................................... 12 船型預(yù)測(cè) .................................................... 13 港口作業(yè)天數(shù) ............................................... 14 第二章 港口總平面布置 ............................................... 16 卸港量預(yù)測(cè) .................................................. 16 碼頭泊位數(shù)計(jì)算 ............................................. 17 碼頭岸線長(zhǎng)度計(jì)算 ........................................... 19 港口陸域布置 ............................................... 19 港口水域布置 ............................................... 24 港內(nèi)波穩(wěn)條件驗(yàn)算 ........................................... 27 第三章 碼頭結(jié)構(gòu)造型與設(shè)計(jì) .......................................... 29 船舶荷載推算 ............................................... 29 面板設(shè)計(jì) .................................................... 31 面板內(nèi)力計(jì)算 ............................................... 33 縱梁的計(jì)算 .................................................. 45 橫向排架計(jì)算 ............................................... 52 樁的設(shè)計(jì) .................................................... 75 靠船構(gòu)件的計(jì)算 ............................................. 79 第四章 整體穩(wěn)定性驗(yàn)算 ............................................... 82 總結(jié) ....................................................................... 85 致謝 ....................................................................... 86 參考文獻(xiàn) ................................................................. 87 大連海洋大學(xué)本科畢業(yè)設(shè)計(jì) 丹東市海洋紅中心漁港移地重建工程 1 摘要 本設(shè)計(jì)的題目是《丹東市海洋紅中心漁港移地重建工程》， 東港市位于遼東半島東部，我國(guó)大陸海岸線的最北端，東瀕鴨綠江與朝鮮隔江相望，南臨黃海，與韓國(guó)、日本等國(guó)家一海相連，是遼寧省乃至東北地區(qū)對(duì)外開(kāi)放的重要門(mén)戶(hù)。海洋紅中心漁港移建位置位于原漁港蜊坨子?xùn)|南向 1410米處、營(yíng)口港區(qū)詳規(guī)總圖中生態(tài)屏障區(qū)，經(jīng)緯度為北緯 39176。 45′ ″，東經(jīng) 123176。 34′ ″。 本設(shè)計(jì)的目的是對(duì)移地重建后的中心漁港進(jìn)行總平面布置，碼頭結(jié)構(gòu)選型設(shè)計(jì)，對(duì)結(jié)構(gòu)進(jìn)行計(jì)算和驗(yàn) 算結(jié)構(gòu)整體的穩(wěn)定性。 根據(jù)所給的原始資料分析推算出本港 2020年的 水產(chǎn)品的卸港量，再根據(jù)卸港量確定碼頭的泊位數(shù)，從而進(jìn)行港口總平面的布置。根據(jù)當(dāng)?shù)睾Ｓ虻牡刭|(zhì)條件選定碼頭的結(jié)構(gòu)型式，本港地質(zhì)為淤泥質(zhì)海域，所以選定碼頭結(jié)構(gòu)為高樁碼頭。然后對(duì)碼頭的面板、縱梁、橫向排架和樁進(jìn)行計(jì)算并配筋，再進(jìn)行驗(yàn)算結(jié)構(gòu)的整體穩(wěn)定性，最后再進(jìn)行本畢業(yè)設(shè)計(jì)的總結(jié)。 本次畢業(yè)設(shè)計(jì)的主要工作就是港口的總平面布置和碼頭結(jié)構(gòu)的計(jì)算。在總平面布置時(shí)先根據(jù)原始資料推求出本港未來(lái)幾年的卸港量，再由卸港量確定各個(gè)碼頭的泊位數(shù)，計(jì)算碼頭岸線的總長(zhǎng)度，然 后進(jìn)行港口水域和港口陸域的布置，最后畫(huà)出中平面圖。對(duì)高樁碼頭結(jié)構(gòu)的計(jì)算包括對(duì)結(jié)構(gòu)的面板、縱梁、橫梁、靠船構(gòu)件和樁進(jìn)行設(shè)計(jì)計(jì)算并進(jìn)行配筋和抗裂驗(yàn)算，最后進(jìn)行結(jié)構(gòu)整體穩(wěn)定性的驗(yàn)算。根據(jù)設(shè)計(jì)書(shū)、和計(jì)算書(shū)畫(huà)出港口的總平面的布置圖，高樁碼頭結(jié)構(gòu)的斷面圖和立面圖、平面圖，還有各種構(gòu)件的配筋圖，完成本次設(shè)計(jì)。 關(guān)鍵詞： 卸港量，加冰碼頭，內(nèi)力計(jì)算，配筋，整體穩(wěn)定性 大連海洋大學(xué)本科畢業(yè)設(shè)計(jì) 丹東市海洋紅中心漁港移地重建工程 2 Abstract This design is titled Red Sea central fishing Dandong situ reconstruction project, located in Donggang eastern Liaodong Peninsula, the northernmost of the mainland coastline, east near the Yalu River and North Korea across the river, south of the Yellow Sea, and South Korea, Japan and other countries a sea connected to the northeastern Liaoning Province and an important gateway opening. Red Sea fishing port moved to build the center position is located in the former fishing clam Haituozi southeast to 1410 m at Yingkou Port Master Plan detailed regulations in ecological barrier zone, latitude and longitude of latitude 39 176。 4539。03 .48 , longitude 123 176。 3439。11 .70. The purpose of this design is to rebuild after shifting the center of fishing for the general layout, wharf structure type design, calculation and checking on the structural stability of the whole structure. Depending on the raw data analysis to calculate the local aquatic products in 2020 the amount of discharge port, and then determined based on the amount of unloading berths port number, which for the port master plan layout. According to local geological conditions selected waters pier structure type, local geology muddy the waters, so to selected highpile wharf wharf structure. Then dock panels, rails, shelving and pile lateral calculated and reinforcement, and then checking the overall stability of the structure, and finally for the graduation project summary. The graduation project39。s main job is the general layout of the port and dock structure calculation. In general layout when the first based on original data invert the discharging port of Hong Kong in the ing years the amount, then the amount determined by the discharging port number of individual berths to calculate the total quay length, and then land in port waters and ports layout, the final draw in the plan. For highpile wharf structure calculations including structural panels, rails, beams, piles berthing ponents and design calculations and for reinforcement and crack resistance, and finally checking the stability of the whole structure. By design books, and paintings of the port was calculated plane layout, highpile wharf structure of sections and elevations, plans, and various members of reinforcement plans to plete this design. Keywords: discharging port volume, ice pier, force calculation, reinforcement, overall stability 大連海洋大學(xué)本科畢業(yè)設(shè)計(jì)