电算高桩码头

1、黄骅港集装箱泊位工程设计电算）Engineering Design of Container Berth of Huanghua Port学生姓名：孙爱民学生学号：09260222专业名称：港口航道与海岸工程指导教师：蒋学炼（副教授）2014土木工程学院年 6 月 13 日1 计算前提 1.1 项目信息 1.2 总体信息 2 作用效应组合方式 承载能力极限状态持久组合 承载能力极限状态短暂组合 承载能力极限状态偶然组合 正常使用极限状态持久状况的短期效应 （ 频遇）组合 . 正常使用极限状态持久状况的长期效应 （ 准永久 ） 组合 正常使用极限状态短暂组合 2.12.22.32.42.52.6

2、3 荷载标准值 3.3 船舶挤靠力 1 3.4 船舶撞击力 1 3.5 起重机械荷载 1 4 作用效应包络值 承载能力极限状态短暂组合 承载能力极限状态偶然组合 承载能力极限状态汇总横梁弯矩 正常使用极限状态持久状况的短期效应 （ 频遇）组合 . 正常使用极限状态持久状况的长期效应 （ 准永久 ） 组合 正常使用极限状态短暂效应组合 4.24.34.44.54.64.75 作用效应汇总 5.15.25.35.4承载能力极限状态横梁弯矩 正常使用极限状态持久状况的短期效应 （ 频遇）组合 . 正常使用极限状态持久状况的长期效应 （ 准永久 ） 组合 正常使用极限状态短暂效应组合 6 横梁计算结果

3、 6.1 横梁正弯矩钢筋 6.2 横梁负弯矩钢筋 6.3 横梁箍筋 6.4 施工阶段横梁负弯矩钢筋 6.5 施工阶段下横梁正弯矩钢筋 7 桩基验算结果 7.1 桩基承载力验算 1010101130303049494949495252525252525353535454547.27.37.4钢管桩强度验算 灌注桩配筋验算 预应力钢筋混凝土桩抗裂验算 7.41 短期效应 7.42 长期效应 545454551计算前提1.1项目信息工程名称：黄骅港集装箱码头泊位设计工程编号：计算人员：计算日期：校核人员：校核日期：1.2总体信息结构安全等级：二级结构重要性系数：1排架间距(m): 8码头分段跨数：8

4、桩基模型：嵌固点法面板传力方式：荷载传递到横梁和纵梁水重度(KN/m 3)： 10.25固定桩头时水位(m)： -1 开口桩内部水位(m)： -1船型种类载重量(t)船长L(m)船宽B(m)型深D(m)满载吃水T(m)方形系数Cb110000034645.624.814.50.6251.3截面信息1)横梁截面截 面 编 号截面 名称截 面 类 型材 料 名 称B1(m)B2(m)B3(m)H1(m)H2(m)H3(m)H4(m)H5(m)截面 积(m2)惯性矩(m4)形心 咼度(m)1横梁(施工)1C40.8-1.5-1.20.2250.752横梁(使 用)1C40.8-2-1.6().533

5、333412)桩截面截面编号截面 名称截面类型材料 名称B(m)D(m)d(m)毛截面积(m2)净截面积(m2)惯性矩(m4)管桩闭 塞系数1空心方桩12C55.65-.30.42250.35181410.01447791-3)纵梁截面截 面 编 号截面 名称截 面 类 型材 料 名 称B1(m)B2(m)B3(m)H1(m)H2(m)H3(m)H4(m)H5(m)截面 积(m2)惯性矩(m4)1轨道 梁1C401-2-20.66666672刖边 梁1C40.5-1.5-0.750.1406253纵梁1C40.5-1.5-0.750.1406254后边 梁1C40.5-1.5-0.750.14

6、06255后边 梁(施工)1C40.5-1-0.50.041666676轨道 梁(施工)1C401-1.5-1.50.281257纵梁(施工)1C401-1-10.083333348刖边 梁(施工)1C401-1-10.083333344)靠船构件截面截面编号截面 名称截面类型材料 名称B1(m)B2(m)B3(m)B4(m)A1(m)A2(m)H1(m)H2(m)H3(m)1靠船构件22C40.4.7-3.4-1.4断面信息1）面板磨耗层厚度（m）: 0预制面板厚度（m）: 0.5现浇面层厚度（m）: 0.15 是否空心面板：False预制空心板宽度（m）: 0单快预制板空心面积（m 2）:

7、 0护轮坎序号底宽b1(m)顶宽b2(m)高度h1(m)位置10.30.250.25前沿20.30.250.25后沿2）横梁分段梁长（m）底咼程（m）使用期截面施工期截面施工期是否简支143.85横梁（使用）横梁（施工）True253.85横梁（使用）横梁（施工）True353.85横梁（使用）横梁（施工）True453.85横梁（使用）横梁（施工）True553.85横梁（使用）横梁（施工）True653.85横梁（使用）横梁（施工）True753.85横梁（使用）横梁（施工）True81.53.85横梁（使用）横梁（施工）True3）纵向梁系序号中心坐标（m）纵梁截面10.25前边梁24轨

8、道梁39纵梁414纵梁519纵梁624纵梁729纵梁834轨道梁935.25后边梁5）桩基 各个节点桩数和桩帽节点号桩数桩帽长度（m）桩帽宽度（m）桩帽高度（m）10000222.61.50.8311.51.50.8411.51.50.8511.51.50.8611.51.50.8711.51.50.8822.61.50.890000100000110000桩基参数桩号截面名称单兀类型斜度桩顶高程(m)桩顶嵌入长度(m)桩总长(m)刚性系数(KN/m)1空心方桩1上下固 接-33.150.160.248310732空心方桩1上下固 接33.150.160.248310733空心方桩1上下固 接

9、03.150.157.158310734空心方桩1上下固接03.150.157.158310735空心方桩1上下固 接03.150.157.158310736空心方桩1上下固 接03.150.157.158310737空心方桩1上下固 接03.150.157.158310738空心方桩1上下固 接-33.150.160.248310739空心方桩1上下固 接33.150.160.248310736) 土层线坐标土层线序号X坐标(m)Z坐标(m)01-20-1602-2-16038-12.70460-12.711-20-21.51260-21.521-15-24.52260-24.531-20-

10、27.13250-27.141-20-28.24250-28.251-20-31.35250-31.361-20-34.36250-34.371-20-407260-4081-20-43.28260-43.291-20-459260-45101-20-51.810260-51.8111-20-5211260-52121-25-59.412260-59.4土层参数嵌固点深度计算系数n: 2.2单桩垂直承载力分项系数：1.45单桩抗拔承载力分项系数：1.45序号m 值(KN/m4)侧摩擦阻力（kPa）桩端阻力（kPa）抗拔折减系数135001200.7255005500.7355003200.74

11、70006000.7560003700.7670006800.77150009000.7855003800.7980006000.710155009500.71180006500.712155009042000.71.5作用荷载何载编号荷载名称0永久荷载（施工期）1永久荷载2船舶系缆力13船舶挤靠力14船舶撞击力16起重机械荷载17集装箱荷载12作用效应组合方式2.1承载能力极限状态持久组合组合编号1永久荷载船舶系缆力1起重机械荷载1集装箱荷载1组合内容102.2承载能力极限状态短暂组合2.3承载能力极限状态偶然组合2.4正常使用极限状态持久状况的短期效应(频遇)组合2.5正常使用极限状态持久

12、状况的长期效应(准永久)组合2.6正常使用极限状态短暂组合3荷载标准值3.0永久荷载(施工期) 作用在横梁上竖向均布荷载序号力值(KN/m)左端(m)右端(m)备注12804横梁22849横梁328914横梁4281419横梁5281924横梁6282429横梁7282934横梁8283435.5横梁作用在横梁上竖向集中荷载序号力值(KN)作用点(m)备注1212.50.25预制板2359.3754预制板3343.759预制板4343.7514预制板5343.7519预制板6343.7524预制板7343.7529预制板8234.37534预制板987.535.25预制板101800.25前边

13、梁113604轨道梁121809纵梁1318014纵梁1418019纵梁1518024纵梁1618029纵梁1736034轨道梁1818035.25后边梁19784桩帽20459桩帽214514桩帽224519桩帽234524桩帽244529桩帽257834桩帽作用在横梁上竖向梯形荷载序号左端力值(KN/m)右端力值(KN/m)左端X1(m)右端X2(m)备注1062.546.5预制板262.506.59预制板3062.5911.5预制板462.5011.514预制板5062.51416.5预制板662.5016.519预制板7062.51921.5预制板862.5021.524预制板9062

14、.52426.5预制板1062.5026.529预制板11062.52931.5预制板1262.5031.534预制板3.1永久荷载作用在横梁上竖向集中荷载序号力值(KN)作用点(m)备注113.750.138护轮坎213.7535.362护轮坎321.250.25磨耗层435.9384磨耗层534.3759磨耗层634.37514磨耗层734.37519磨耗层834.37524磨耗层934.37529磨耗层1023.43834磨耗层118.7535.25磨耗层1263.750.25现浇层13107.8124现浇层14103.1259现浇层15103.12514现浇层16103.12519现浇

15、层17103.12524现浇层18103.12529现浇层1970.31334现浇层2026.2535.25现浇层作用在横梁上竖向梯形荷载序号左端力值(KN/m)右端力值(KN/m)左端X1(m)右端X2(m)备注106.2546.5磨耗层26.2506.59磨耗层306.25911.5磨耗层46.25011.514磨耗层506.251416.5磨耗层66.25016.519磨耗层706.251921.5磨耗层86.25021.524磨耗层906.252426.5磨耗层106.25026.529磨耗层1106.252931.5磨耗层126.25031.534磨耗层13018.7546.5现浇层

16、1418.7506.59现浇层15018.75911.5现浇层1618.75011.514现浇层17018.751416.5现浇层1818.75016.519现浇层19018.751921.5现浇层2018.75021.524现浇层21018.752426.5现浇层2218.75026.529现浇层23018.752931.5现浇层2418.75031.534现浇层3.33.4船舶撞击力13.5起重机械荷载13.2船舶系缆力1作用在横梁上竖向集中荷载序号力值(KN)作用点(m)备注1-216.3831作用在横梁上水平集中荷载序号力值(KN)节点号作用点高程(m)备注1-403.77711船舶挤

17、靠力1作用在横梁上竖向集中荷载序号力值(KN)作用点(m)备注14105.225423092.14134序号力值(KN)作用点(m)备注100.252412.54382594825145825196825247825298412.5349035.253.6集装箱荷载1作用在横梁上竖向集中荷载作用在横梁上竖向梯形荷载序号左端力值(KN/m)右端力值(KN/m)左端X1(m)右端X2(m)备注1015046.5215006.5930150911.54150011.514501501416.56150016.519701501921.58150021.524901502426.510150026.5

18、291101502931.512150031.5344作用效应包络值4.1承载能力极限状态持久组合 横梁弯矩跨数截面最大效应最小效应Mmax(kN.m)控制工况Mmi n(kN.m)控制工况112176.357100122160.004100132120.504100142141.592100152223.267100162304.941100172386.617100182468.291100192549.9651001102631.6391001112713.313100212306.89100222098.216100231880.942100241646.469100251386.19

19、7100261091.52210027756.7161-189.386128387.5091-610.02112900-1045.92121000-1512.643121100-1988.21713100-1938.4813200-1769.36913300-1609.10713400-1466.54313500-1293.55713600-1178.14813700-1124.45913800-1124.66813900-1167.053131000-1239.886131100-1338.85314100-1337.59614200-1096.74614300-872.51314400-6

20、78.72814500-527.11814653.721-429.4114740.1381-393.41714800-411.32414900-471.407141000-561.94141100-639.93715100-664.67315200-545.58815300-408.99115421.3351-302.846155141.5461-238.874156187.9061-228.803157149.6221-280.4515837.4911-385.99515900-533.715151000-711.888151100-867.76716100-910.72116200-820

21、.4816300-705.75516430.9411-621.476165152.0971-579.375166199.4011-591.174167162.0641-664.69116850.8781-792.10516900-961.693161000-1161.735161100-1380.50117100-1453.52517200-1097.6317300-760.461174220.8951-453.742175401.0871-189.199176496.00510077522.53610078501.02610079514.885100710553.621100711611.9

22、061008100-81.2218200-71.71518300-62.20818400-52.70218500-43.19518600-33.68918700-24.18318800-14.67718900-5.1718103.7651008110000横梁剪力跨数截面最大效应最小效应Qmax(kN)控制工况Qmi n(kN)控制工况11781001200-575.18511300-589.74511400-392.2511500-406.8111600-421.3711700-435.9311800-450.4911900-465.05111000-479.61111100-494.171

23、21309.1341-167.168122274.7461-192.893123207.9841-242.068124108.8461-314.69312500-410.76812600-530.29312700-649.81812800-745.89312900-818.518121000-867.693121100-893.418131606.79510032575.55810033518.24510034434.85810035325.39510036189.8581003754.321-96.3613800-220.24513900-315.795131000-379.84513110

24、0-412.395141535.57310042503.02310043448.01410044368.21410045263.21410046133.7021004714.1771-106.40914800-237.92214900-337.059141000-403.822141100-438.209151485.48810052452.93810053388.88810054293.33810055166.288100568.0781-41.57515700-171.09615800-277.86215900-373.412151000-437.462151100-470.0121615

25、05.65710062471.26910063390.27610064305.36910065173.857100669.9691-85.31416700-213.82816800-318.82816900-398.628161000-453.228161100-482.628171744.74110072715.34110073660.74110074580.94110075479.09610076359.57110077240.0461-35.843178143.9711-167.35517971.3461-266.493171022.1711-333.255171100-367.6431

26、81436.47510082431.01510083425.55510084420.09510085414.6351008640971510088398.25510089392.79510081000-5.915181100-29.251桩基轴力跨数截面最大效应最小效应Nmax(kN)控制工况Nmi n( kN)控制工况114340.107100124356.475100134372.843100144386.6100154394.909100164403.217100174411.526100184419.834100194428.1431001104436.451

27、1001114444.761001124453.0691001134461.3781001144469.6871001154477.9951001164486.304100214265.387100224279.578100234293.768100244307.959100254315.768100264322.971100274330.175100284337.378100294344.5811002104351.7841002114358.9881002124366.1911002134373.3951002144380.5991002154387.8021002164395.00610

28、0313201.946100323216.136100333230.327100343244.517100353252.325100363259.529100373266.732100383273.936100393281.141003103288.3431003113295.5461003123302.7491003133309.9531003143317.1561003153324.361003163331.562100412943.091100422957.281100432971.472100442985.662100452993.471100463000.674100473007.8

29、78100483015.081100493022.2851004103029.4891004113036.6911004123043.8951004133051.0981004143058.3021004153065.5061004163072.708100512912.266100522926.456100532940.647100542954.837100552962.646100562969.849100572977.053100582984.256100592991.461005102998.6641005113005.8661005123013.071005133020.273100

30、5143027.4771005153034.681005163041.883100612966.191100622980.381100632994.572100643008.762100653016.57100663023.774100673030.978100683038.181100693045.3851006103052.5881006113059.7911006123066.9941006133074.1981006143081.4021006153088.6051006163095.808100713069.728100723083.918100733098.109100743112

31、.299100753120.107100763127.311100773134.515100783141.718100793148.9221007103156.1251007113163.3281007123170.5311007133177.7351007143184.9391007153192.1421007163199.345100813972342100834000.532100844014.723100854022.531100864029.735100874036.938100884044.142100894051.3441008104058.548100

32、8114065.7521008124072.9551008134080.1591008144087.3621008154094.5661008164101.77100912826.185100922840.376100932854.566100942868.758100952876.566100962883.769100972890.973100982898.177100992905.3791009102912.5831009112919.7861009122926.991009132934.1941009142941.3971009152948.6011009162955.804100桩基剪

33、力跨数截面最大效应最小效应Qmax(kN)控制工况Qmi n(kN)控制工况116.4261001212.3371001318.2471001423.2151001526.2161001629.2161001732.2161001835.2151001938.21610011041.21610011144.21710011247.21710011350.21710011453.21810011556.21810011659.219100214.4351002200-4.05812300-9.28712400-14.41212500-17.23212600-19.83312700-22.43412800-25.03612900-27.636121000-30.237121100-32.838121200-35.439121300-38.041121400-40.642121500-43.243121600-45.8451312.1921-0.6111322.1921-0.61113