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1、大连理工高校毕业设计营口市船舶修造基地（二期）五万吨级舾装码头工程书目第0章 摘要4第一章 前期资料6其次节 波高玫瑰图绘制：8其次章 平面布置设计：9第一节 码头前沿顶高程：9其次节 码头前沿设计水深：9第三节 码头前沿底高程：10第四节 码头泊位长度：10第三章 平面图与断面图：11第四章 荷载计算：11第一节 舾装码头面荷载11其次节 船舶荷载：111.作用于船舶上的风荷载：112.系缆力：123.挤靠力：144.撞击力：14第三节 水平地震惯性力：15第五章 面板计算：17第一节 设计条件：18其次节 计算（叠合板）：19（一）施工期预制板的内力计算19（二）运用期计算20（三）板的吊
2、运：23第三节 荷载组合24第四节 配筋计算25第六章 纵梁计算：26第一节 设计条件：26其次节 内力计算：261.施工期：262.运用期：28第三节 荷载组合32第四节 配筋计算33第五节 裂缝验算34第七章 横梁计算36第一节 设计条件36其次节 内力计算361.施工期362.运用期37第三节 荷载组合55第四节 配筋计算59第五节 裂缝验算61第七章 桩的计算62第一节 设计条件：62其次节 配筋计算62第三节 裂缝验算：63第八章 整体稳定性验算：64第0章 摘要摘要本次设计的港址位于营口鲅鱼圈区北部，田家崴子西海岸。码头为舾装码头，采纳高桩码头形式，窄桩台。单个泊位，泊位长度273
3、米，码头前沿顶高程5.2米，底高程-6.66米，码头前沿水深6.9米。高桩码头采纳梁板结构。面板采纳叠合板。预制部分厚度0.4米，现浇部分0.15米。面板施工期间按简支板计算，预制板配筋是应考虑吊装时板的变形和裂缝开展。运用期间板的计算按连续板计算，依据板的长边和短边的比，确定板为单向板。配筋是按短边的弯矩进行配筋。纵梁采纳叠合梁。施工期间，按简支梁进行计算。吊装时还需验算吊装时梁的变形和裂缝是否符合要求。运用期，按连续梁进行计算。连续梁计算时，需考虑均布荷载最不利位置，以求出特定跨中最大正弯矩，以与支座最大剪力和负弯矩。门机荷载须要利用影响线的原理，查出门机在梁上移动时每个特定点的弯矩和剪力
4、，以找出最不利位置时梁的最大弯矩和剪力。然后，依据最不利组合，确定设计弯矩和剪力。配筋完毕后还得进行抗裂验算。横梁采纳叠合梁。在安装预制横梁时，按简支梁进行计算；在面板浇筑时，梁按弹性支撑连续梁进行计算。运用期，梁按弹性支撑连续梁进行计算。弹性支撑连续梁计算时采纳三弯矩方程，计算出各支座的反力和弯矩，跨中弯矩采纳简支梁的算法求出。配筋与抗裂验算与纵梁相同。桩的设计荷载采纳打桩时的产生拉应力作为限制荷载，配筋和验算都采纳这一荷载。靠船构件按悬臂梁进行计算，配筋完毕需进行抗裂验算。按圆弧滑动法验算土坡稳定性，验算时不考虑上部结构自重与作用在其上的荷载，不计截桩力。本设计的重点是梁、板、桩的设计。S
5、ummaryThe design of the port site is located north of Yingkou District, Tian Wei sub-west coast. Outfitting pier to pier, using high-pile wharf form, narrow pile units. Single berth, berth length of 273 meters, quay top elevation of 5.2 m, the bottom elevation -6.66 meters quay depth 6.9 m.Slab stru
6、cture using high-pile wharf.Panel with laminate. Prefabricated section thickness 0.4 m, 0.15 m cast part. Panel construction period calculated by simply supported plate, panels, should consider when lifting reinforcement plate deformation and crack development. During use is calculated using the con
7、tinuous sheet plate calculated based board long side and the short side ratio of one-way plate specifying plate. Reinforcement is based on the short side of the bending moment reinforcement.Stringer using composite beam. During construction, according to Charpy calculated. Checking needed when lifti
8、ng when lifting beam deformation and fracture compliance. Of use, according to the continuous beam calculation. Continuous beam calculation, consider the most unfavorable position uniformly distributed load, in order to span a specific maximum positive moment and shear and bearing maximum negative m
9、oment. Door influence line load need to use the principles found in the beam gantry crane moves each specific point bending moment and shear force to identify the most unfavorable position of maximum bending moment and shear beam. Then, according to the most unfavorable combination, determine the de
10、sign bending moment and shear force. After the crack had to be reinforced checking.Beam using a composite beam. When installing prefabricated beams, calculated according to Charpy; pouring in the panel, the beam by elastic support continuous beam calculation. Use of the beam by the elastic support c
11、ontinuous beam calculation. Elastic support continuous beam calculations using three-moment equations to calculate the bearing reaction forces and moments, moments span simply supported beam algorithm derived. Checking and stringer reinforcement and crack the same.Piling pile design load when using
12、tensile stress as the control loads, reinforcement and checking are using this load. By boat component is calculated according to the cantilever, the need for crack resistance reinforcement is completed.Checking on circular slip France slope stability checking does not consider the upper structure w
13、eight and the loads acting on, excluding cut pile force.This design is focused beams, plates, pile design.Keywords: wharf, laminated beams, laminated boards, piles.第一章 前期资料第一节 修船吨位的预料：依据供应的数据近10年修船吨位统计表年份修船吨位（万吨）199812.0199913.5200015.0200117.2200219.0200320.5200424.0200526.8200629.0200730.0我们可以推求出2
14、015年的修船吨位数。散点图：由散点图可见，函数关系符合线性关系，因此我们可以采纳时间序列法推求2015年的修船吨位数。设：年份自变量为x，修船吨位数为y。则：y=a+bx式中： 序号年份修船吨位（万吨）1199812.02199913.53200015.04200117.25200219.06200320.57200424.08200526.89200629.010200730.0求得：a=8.99 b=2.13故：y=8.99+2.13x ，进而推求出2015年的修船吨位数为： y=8.99+2.1318=47.33万吨。其次节 波高玫瑰图绘制：鲅鱼圈19901994年波高频率统计表波向频率波高0.6（m）0.71.0（m）1.11.5（m）1.6（m）合计N3.891.250.530.125.77NNE5.283.061.240.209.79NE5.001.680.510.047.23ENE0.370.020.39E0.120.12ESE0.060.06SE1.150.021.17SSE3.420.183.60S7.140.707.84SSW6.781.410.2
