桥架支架计算表表格文件下载.xls

桥架支架计算表表格文件下载.xls

《桥架支架计算表表格文件下载.xls》由会员分享，可在线阅读，更多相关《桥架支架计算表表格文件下载.xls（6页珍藏版）》请在冰点文库上搜索。

a:

5:

{i:

0;s:

3480:

"路基高填高挖边线坐标计算表桩号中桩坐标切线方位角左距中桩距路面边高程高差XYS1H1h1K13+9704428142.202497207.121335551916.00180.2503.510K13+9804428151.327497203.03233548816.00180.2003.842K13+9904428160.445497198.924335411919.14880.1273.973K14+0004428169.554497194.798335345120.08680.0774.088K14+0104428178.656497190.656335284521.09280.0274.215K14+0204428187.75497186.49833523122.17279.9774.788K14+0304428196.838497182.326335173923.32579.9274.383K14+0404428205.92497178.139335123824.61279.8775.201K14+0504428214.995497173.9433575925.85279.8276.608K14+0604428224.066497169.72933534227.22779.7776.984K14+0704428233.131497165.508334594628.20479.7277.636K14+0804428242.191497161.276334561228.05379.6777.536K14+0904428251.248497157.036334525928.05379.6277.536K14+1004428260.3497152.78733450828.05379.5777.538K14+1104428269.35497148.532334473927.99679.5277.398K14+1204428278.396497144.27334453228.13479.4777.550K14+1304428287.44497140.003334434628.55779.4277.860K14+1404428296.482497135.732334422228.97779.3778.129K14+1504428305.523497131.458334411927.98279.3277.469K14+1604428314.563497127.182334403928.75079.2778.000K14+1704428323.601497122.904334402029.17779.2778.231K14+1804428332.642497118.626334401930.86779.1777.147K14+1904428341.681497114.348334401931.33979.1279.486K14+2004428350.719497110.07334401920.47779.0778.987K14+2104428359.758497105.792334401933.00479.02710.305K14+2204428368.797497101.514334401924.53178.97711.279右左右距中桩距路面边高程高差路基边线坐标路基边线坐标S2H2h2XYZX21.58880.2773.2244428135.674497192.51276.7404428151.00921.80880.1773.3654428144.768497188.43776.3584428160.26622.99180.1273.5074428152.562497181.47476.1544428169.91022.80580.0773.3924428161.250497176.50975.9894428178.98222.86080.0273.4314428169.902497171.46675.8124428188.14321.41479.9773.1284428178.514497166.34175.1894428196.67021.50179.9272.9674428187.089497161.13675.5444428205.82521.56179.8773.2084428195.601497155.79574.6764428214.96021.82579.8273.3844428204.124497150.48573.2194428224.17322.14079.7773.5944428212.586497145.04172.7934428233.40122.45579.7273.8044428221.210497139.94772.0914428242.62223.23579.6774.2864428230.307497135.86472.1414428252.03423.25379.6274.3364428239.340497131.63672.0914428261.11823.39179.5774.3854428248.371497127.39672.0394428270.24623.40379.5274.4364428257.427497123.20272.1294428279.31723.47879.4774.4864428266.399497118.82271.9274428288.40822.34179.4273.7394428275.249497114.17971.5674428296.97722.72679.3773.9844428284.101497109.53371.2484428306.19222.08979.3273.5494428293.560497106.16271.8584428314.96722.69179.2774.1414428302.266497101.19471.2774428324.26823.26679.2774.3444428311.119497096.53271.0464428333.55423.66779.1774.6124428319.437497090.72672.0304428342.76723.69779.1274.6324428328.274497086.02269.6414428351.81924.44579.0775.1304428341.959497091.56170.0904428361.17728.04779.0277.5324428345.639497075.96168.7224428371.75730.46878.9778.9824428358.303497079.34167.6984428381.831路基高填高挖边线坐标计算表YZ497226.83177.053497222.92476.812497219.87676.620497215.56376.685497211.45476.596497205.96676.849497201.85976.960497197.71376.669497193.74276.443497189.80576.183497185.85875.923497182.32375.391497178.09075.291497173.95875.192497169.70775.091497165.50674.991497160.20675.688497156.27975.393497151.42675.778497147.69375.136497143.93474.933497140.01874.565497135.76774.495497132.16573.947497131.14371.495497129.05369.995右路基边线坐标";i:

1;s:

528:

"道道路路交交通通标标线线性性能能测测试试试试验验检检测测记记录录表表第页，共页AJ0608试验室名称:

@#@记录编号:

@#@工程部位/用途委托/任务编号试验依据样品编号试验条件样品名称样品描述试验日期主要仪器设备及编号抗滑性能桩号距中线（左+右-）（m）测点位置摆值（BPN）路面温度（）温度修正系数换算成20时摆值（BPN）抗滑值平均值（BPN）12345均值备注：

@#@试验:

@#@复核:

@#@日期:

@#@年月日";i:

2;s:

16034:

"项项目目基基础础数数据据表表项目名称：

@#@合肥旭辉花园说明：

@#@高层方案尚未确定，高层面积按容积率估测总占地面积51,716.70m2总建筑面积181,098.44m2总销售面积162,623.44m2地上建筑面积165,493.44m2地下建筑面积15,605.00m2其中商业建筑面积0.00m2建筑物占地面积m2建筑覆盖率0.00%小区道路面积计容积率面积165,493.44m2容积率3.200绿地率45.00%小区围墙长度900.00m大门数量4.00个硬地率地上停车位数量1,135.00个地下停车位数量个景观面积产产品品构构成成占占地地面面积积（m2m2）建建造造面面积积（m2）（m2）建建筑筑面面积积（m2）（m2）地地上上建建筑筑面面积积（m2）（m2）地地下下建建筑筑面面积积（m2）（m2）可可售售面面积积（m2）（m2）层层数数（地地上上/地地下下）平平均均每每户户面面积积（m2）（m2）幢幢数数单单元元数数户户数数住宅及商业单体别墅类住宅主体00.00001111,883399.00001111,883399.00001111,883399.000000.00001111,883399.000033.0000222277.667777.000000.000053.0053.00联排别墅0.0011,839.0011,839.0011,839.000.0011,839.003.00227.677.006852.00双拼别墅独栋别墅叠拼别墅多层住宅主体00.000000.000000.000000.000000.000000.000000.000000.000000.000000.00000.000.00普通多层花园洋房小高层住宅主体00.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.0000高层主体（暂按含商业估）00.0000115555,445522.4444115555,445522.4444115500,884477.444444,660055.0000115500,778844.44443333.00007711,663344.0000一期41,101.0039,892.001,209.0039,892.002462.00二期114,351.44110,955.443,396.00110,892.4451,172.00写字楼主体商业主体（集中商业）独栋商业排式商业酒店小小计计00.0000116677,229911.4444116677,229911.4444116622,668866.444444,660055.0000116622,662233.44443366.00001144.000000.000011,668877.0000公建配套建筑会所919.102,807.002,807.002,807.000.000.003.001.00独立地下室11,000.0011,000.000.0011,000.000.001.00高层地下车库11,000.00别墅地下车库0.00小小计计991199.11001133,880077.00001133,880077.000022,880077.00001111,000000.000000.000044.000011.000000.000000.0000181098公建配套建筑建建造造-建建筑筑（m2）（m2）说说明明面面积积差差的的用用途途0.000.000.000.000.000.0000.00000.0000.0000合合肥肥项项目目目目标标成成本本测测算算标标准准说说明明序号项目内容高层部分标准联排别墅部分标准1桩基地下室采用CFG桩加固、地下车库利用天然地基利用天然地基，采用独立基础和短柱地梁2墙体仅做外墙、分户墙，其余墙体均不砌，相应内门均取消仅做外墙、分户墙，其余墙体均不砌，相应内门均取消3护窗栏杆简易钢管铁栏杆简易钢管铁栏杆4阳台栏杆普通铁栏杆铁艺玻璃5室内楼梯钢筋砼楼梯不做，采用简易钢方管楼梯6外墙保温内保温7外立面全部采用真石漆大面积为粘土PK砖（采用益胶泥粘贴、勾缝），一层采用板材、线条为普通涂料8门窗铝合金门窗（普通低档型材喷涂）、双层玻璃铝合金门窗（普通中档型材喷涂）、双层玻璃9入户门、防火门入户门为钢质防火防盗门，按低档产品配置入户门为钢木防火防盗门，按中档产品配置10套内内装修天棚腻子，墙面及地面为水泥砂浆找平天棚腻子，墙面及地面均为水泥砂浆找平11大堂装修墙、地面大理石，局部墙面软包、木作，天棚吊顶木作造型12二层以上电梯厅装修地面波化砖、墙面水泥漆、天棚水泥漆13楼梯间装修地面水泥砂浆面层、天棚及墙面水泥漆、楼梯栏杆为简易铁栏杆钢管护手14给水管套内采用PP-R给水管，立管采用钢塑管套内采用PP-R给水管，立管采用钢塑管15排水管套内采用UPVC螺旋消音管，立管UPVC中空壁螺旋消音管套内采用UPVC螺旋消音管，立管UPVC中空壁螺旋消音管16明沟散水坡室外不做明沟散水坡室外不做明沟散水坡。

@#@17智能化单方造价按14.6元/M2控制单方造价按20元/M2控制。

@#@18景观单方按250元/M2控制单方按250元/M2控制。

@#@合合肥肥旭旭辉辉花花园园项项目目开开发发成成本本估估算算表表编制时间：

@#@2009年4月22日合合肥肥上上报报备备注注序序号号费费用用名名称称测测算算对对象象测测算算量量单单位位单单价价汇汇总总金金额额建建面面指指标标销销面面指指标标181098181098162623162623一一开开发发成成本本773311,554411,223300.886644,003399.447744,449988.33881-11-1土土地地成成本本335544,117777,994488.000011,995555.772222,117777.99001-21-2前前期期工工程程费费1155,882299,889966.99448877.44119977.33441-31-3建建安安工工程程费费228822,991177,117788.004411,556622.223311,773399.77111-41-4基基础础设设施施费费5500,228888,110055.3322227777.6688330099.22331-4-11-4-1室室外外供供水水工工程程33,556666,447766.66001199.66992211.99331-4-21-4-2室室外外排排水水工工程程11,226677,668899.008877.000077.88001-4-31-4-3室室外外供供电电工工程程1166,883333,110000.00009922.9955110033.55111-4-41-4-4燃燃气气工工程程66,005511,998800.00003333.44223377.22111-4-4-1住宅总户数1687个3540.005,971,980.0032.9836.72合价商2003340号文件1-4-4-2会所80,000.00合价商2003340号文件1-4-51-4-5弱弱电电工工程程33,662211,779966.66002200.00002222.22771-4-5-1智能化系统建筑面积181098m215.002,716,476.6015.0016.70包括:

@#@可视对讲、住宅报警、周界防越、闭路监控、电子巡更、自动抄表、停车管理、电梯对讲、门禁管理。

@#@其中别墅单方20、高层单方14.61-4-5-2有线电视工程905,320.005.005.57合同已签。

@#@工程费298000、开通费360/户1-4-5-3电话工程1-4-5-4网络工程1-4-5-5室外弱电管网1-4-5-6其他1-4-61-4-6采采暖暖工工程程1-4-71-4-7消消防防工工程程55,776633,113355.66883311.88223355.44441-4-7-1室外消防建筑面积181098m24.00724,393.764.004.451-4-7-2室内消防建筑面积181098m3地上18/地下消防125/地下通风75,038,741.9227.8230.981-4-81-4-8室室外外环环境境工工程程1111,771199,222255.22776644.77117722.0066景观面积44925M2，景观单方控制250元/M21-4-8-1景观绿化工程8,954,644.3949.4555.061-4-8-1-1绿化绿地面积24185m2155.003,748,675.0020.7023.051-4-8-1-2硬质地面硬景面积7868m2250.001,967,000.0010.8612.101-4-8-1-3构筑物及小品小品面积9221m2312.002,876,952.0015.8917.691-4-8-1-4环境水系统占地面积51717m27.00362,017.392.002.231-4-8-2室外环境照明占地面积51717m214.00724,034.784.004.451-4-8-3泛光照明高层7幢50000.00350,000.001.932.15合肥市强制要求1-4-8-4室外零星设施建筑面积181098m22.50452,746.102.502.78指垃圾箱、庭院椅、儿童游乐、地下交通标识牌1-4-8-5小区道路工程687,800.003.804.231-4-8-5-1小区车行道路工程道路面积3620m2190.00687,800.003.804.23采用沥青路面1-4-8-5-2桥梁工程1-4-8-6围墙围墙长度900m500.00450,000.002.482.771-4-8-7小区门卫房、设备用房门卫数量2个50000.00100,000.000.550.611-4-8-8其他1-4-91-4-9其其他他（不不可可预预见见费费）11,446644,770022.110088.009999.00111-51-5公公建建配配套套设设施施1177,882288,110022.55669988.4444110099.66331-61-6开开发发间间接接费费开开发发年年限限33年年350000035000001100,550000,000000.00005577.99886644.5577管管理理费费二二销销售售费费用用1144,000000,000000.00007777.33118866.0099三三管管理理费费用用778800,000000.000044.331144.8800指指管管理理税税金金四四财财务务费费用用3333,660000,000000.0000118855.5533220066.6611暂暂按按贷贷款款22亿亿计计五五总总计计777799,992211,223300.886644,330066.661144,779955.8877合合肥肥上上报报备备注注序序号号费费用用名名称称测测算算对对象象测测算算量量单单位位单单价价汇汇总总金金额额建建面面指指标标销销面面指指标标合合肥肥旭旭辉辉花花园园一一期期开开发发成成本本估估算算表表合合肥肥上上报报备备注注序序号号费费用用名名称称汇汇总总金金额额建建面面指指标标销销面面指指标标529405294051731517311810981810981626231626231-21-2前前期期工工程程费费55,552200,229988.4488110044.2277110066.77111-2-11-2-1方方案案调调研研费费2299,223322.772200.555500.55771-2-21-2-2评评估估咨咨询询费费119900,001122.668833.559933.66771-2-31-2-3三三通通一一平平费费220044,000044.663333.885533.99441-2-41-2-4勘勘察察费费3399,446644.117700.775500.77661-2-51-2-5设设计计费费33,554411,999977.00776666.99116688.44771-2-61-2-6审审图图晒晒图图费费8844,111166.000011.559911.66331-2-6-1审图费76,175.000.851.47合同价1元/M2，基础围护造价2%。

@#@原别墅已审图1-2-6-2晒图费7,941.000.150.151-2-71-2-7报报建建招招标标审审照照等等规规费费0000001-2-81-2-8工工程程监监测测测测绘绘费费113300,110022.118822.446622.55111-2-91-2-9监监理理费费449911,110099.770099.228899.44991-2-101-2-10专专项项基基金金335544,118888.880066.669966.88551-2-111-2-11造造价价咨咨询询服服务务费费115511,334411.333322.886622.9933工程量清单及预算编制，按总包合同价（含消防）为基数计价1-2-121-2-12竣竣工工验验收收费费用用114433,994433.882222.772222.77881-2-131-2-13其其他他（不不可可预预见见费费）116600,778855.339933.004433.11111-41-4基基础础设设施施费费1144,775544,998822.7722227788.7711228855.22331-4-11-4-1室室外外供供水水工工程程11,004422,557788.11221199.66992200.11551-4-21-4-2室室外外排排水水工工程程337700,558800.000077.000077.11661-4-31-4-3室室外外供供电电工工程程55,229944,000000.0000110000.0000110022.33441-4-3-1室外电缆、供配电设备及安装（供电配套）5,294,000.00100.00102.34无文号，按行情估算1-4-3-2室外电缆排管1-4-3-3增容费（超配费）1-4-3-4其他1-4-41-4-4燃燃气气工工程程11,882233,110000.00003344.44443355.22441-4-4-1住宅1,823,100.0034.4435.24合价商2003340号文件1-4-4-2会所1-4-51-4-5弱弱电电工工程程11,006666,661133.55112200.11552200.66221-4-61-4-6采采暖暖工工程程00.00001-4-71-4-7消消防防工工程程11,330022,550066.00002244.66002255.11881-4-7-1室外消防211,760.004.004.091-4-7-2室内消防1,090,746.0020.6021.081-4-81-4-8室室外外环环境境工工程程33,442255,884488.33226644.77116666.2222景观单方控制250元/M21-4-91-4-9其其他他（不不可可预预见见费费）442299,775566.778888.112288.33111-51-5公公建建配配套套设设施施55,338811,557755.9933110011.6655110044.00331-5-1人防设备工程1-5-2商业配套1-5-3教育配套工程2,327,895.0043.9745.00合政办20078号文1-5-4环卫工程费0.001-5-5公建配套2,896,936.0054.7256.00住宅561-5-6其他（不可预见费）156,744.932.963.03合合肥肥旭旭辉辉花花园园一一期期“联联排排别别墅墅”建建安安工工程程费费合合肥肥上上报报说说明明序序号号费费用用名名称称测测算算对对象象测测算算量量单单位位单单价价汇汇总总金金额额建建面面指指标标销销面面指指标标118391183911839118391-31-3建建安安工工程程费费2211,881111,008844.774411,884422.331111,884422.33111-3-11-3-1主主体体建建安安工工程程费费1188,116600,441144.774411,553333.995511,553333.99551-3-1-11-3-1-1基基础础工工程程费费00.00001-3-1-21-3-1-2联联排排别别墅墅土土建建1166,885588,112244.774411,442233.995511,442233.99551-3-1-2-11-3-1-2-1别别墅墅土土建建之之结结构构88,337755,111155.9900770077.4422770077.44221）混凝土工程混凝土单方量0.42m3400.001,988,952.00168.00168.002）模板工程模板单方面积3.1m240.001,468,036.00124.00124.003）钢筋工程钢筋单方量0.058t4450.003,055,645.90258.10258.103300+50（运输装卸费）+70（机械辅材）+450（制作安装）*1.05管理费*1.06利润*1.034754）外脚手架地上面积11839m238.00449,882.0038.0038.005）土方工程土方量开挖回填80000m312.00960,000.0081.0981.09曾进行过土方招标，本价格为最低价6）机械工程建筑面积11839m238.23452,600.0038.2338.23塔吊租赁3.2元/月（2.6+指挥维修操作0.6）*6个月*2台，井架购买5000元+操作工资1200元/月*4个月1-3-1-2-21-3-1-2-2别别墅墅土土建建之之建建筑筑22,662222,333388.5500222211.5500222211.55001）砌筑工程砌体体积11839*0.3m3430.001,527,231.00129.00129.00砂加气砼砌块主材价为370430元/M3，人工费约802）内装饰建筑面积11839m281.00958,959.0081.0081.003）其他建筑面积11839m211.50136,148.5011.5011.50金属工5：

@#@止水带、预埋件；@#@厨卫的排烟排气道1.51-3-1-2-31-3-1-2-3别别墅墅屋屋面面工工程程997755,000000.00008822.33558822.33551）屋面装饰屋面面积5000m275.00375,000.0031.6731.67同意2）屋面保温屋面面积5000m265.00325,000.0027.4527.45作法拟为：

@#@50mm挤塑聚苯板一道、5mm陶粒找平。

@#@经市场了解3）屋面防水屋面面积5000m255.00275,000.0023.2323.23双层防水：

@#@3mm聚安脂卷材一道、1.8mm防水涂料一道1-3-1-2-41-3-1-2-4别别墅墅外外立立面面装装饰饰33,001177,662244.8800225544.8899225544.88991）外墙涂料涂料面积1500m247.0070,500.005.955.952）外墙面砖面砖面积12313m290.001,108,130.4093.6093.603）外墙石材石材面积2900m2350.001,015,000.0085.7385.73按花岗岩或人造仿石材陶瓷板主材250，益胶泥湿贴4）外墙保温保温面积13733m260.00823,994.4069.6069.60外保温。

@#@外装饰为面积较大的块料饰面，并用湿贴，对保温的要求较高1-3-1-2-51-3-1-2-5别别墅墅消消防防门门工工程程樘樘数数115599樘樘11225500.0000119988,775500.00001166.77991166.77993个/户*53户1-3-1-2-61-3-1-2-6别别墅墅防防水水工工程程225588,665522.88002211.88552211.88551）厨卫阳台防水防水面积7390m235.00258,652.8021.8521.852）地下室防水1-3-1-2-71-3-1-2-7别别墅墅其其他他11,441100,664422.7744111199.1155111199.11551）栏杆工程栏杆长度300m450.00135,000.0011.4011.40锻钢铁艺栏杆，造型较复杂，按450计2）其他（护窗栏杆、天井栏杆、楼梯栏杆）栏杆长度1175m130.00152,750.0012.9012.903）钢管简易楼梯楼梯投影面积1890m2326.90617,841.0052.1952.19层高3.3、三跑，8号槽钢、踏步50+30*30*2、平台3厚钢板、转角50。

@#@经初步测算，每平米用钢量62kg，型钢单价3800+1150。

@#@油漆20元/M24）措施费建筑面积11839m24";i:

3;s:

5102:

"桥桥式式起起重重机机箱箱形形主主梁梁（正正轨轨）计计算算1、初选主梁断面，如下图b500b0450061828h01100H1116主要技术参数起重量Q（N）1.00E+0510跨度L（mm）2.00E+0420起升速度v（m/s）0.1257.5半个桥架重量G半（N）6.40E+046.4小车重量G小（N）1.30E+0513小车轮距B（mm）1400大运速度v运（m/s）1.25075小车轮压P1（N）42250小车轮压P2（N）414002、主梁断面几何特性F21200Z1558Z25582b0Hb1h000Z1Z2主梁截面图Ix（mm4）3.786E+09Iy（mm4）8.529E+08WX=IX/Z1（mm3）6.786E+06WY=IY/（b/2）（mm3）3.412E+063、主梁断面尺寸限制H/L0.060.050.07H/b02.483.5b0/L0.020.017b0/h00.410.33h0/0183.332704、动载系数的计算冲击系数11.05动力系数2（M5,2=1+0.7v）1.0875（M6,2=1+1.0v）1.125当22时,取2=2运行冲击系数41.1有轨运行起重机的运行系数4运行速度（m/s）1.01.01.51.533运行系数411.11.21.35、主梁载荷的计算5.1、主梁由于桥架（半个桥架，不包括端梁）自重引起均布载荷：

@#@3.52在跨中引起的最大弯矩：

@#@1.76E+08LGq4821qLM5.2、移动载荷（包括额定起重量Q和小车自重G小）的计算:

@#@1.26E+05移动载荷在主梁跨中的最大弯矩:

@#@5.86E+085.3、由移动载荷及固定载荷在跨中共同引起的弯矩：

@#@MX=M1+M27.62E+085.4、主梁水平最大弯矩8.64E+06tq一般情况下桥架类起重机大车运行机构=8s10s96、主梁强度计算弯曲正应力计算（按条类载荷组合）114.84（N/mm）许用应力，根据设计规范，按第二类载荷组合计算，=S/1.33=177Mpa。

@#@（n为安全系数，按第种载荷组合取n=1.33）。

@#@7、跨端主梁腹板的剪应力计算25.58（N/mm））（2142小GQRL）B（LRM42/22gtvMMqXY）/（8.0运YYXXWMWMP1P2ZBLmax端ISQ821qLM许用剪应力，根据设计规范，按第二类载荷组合计算，=/=100Mpa。

@#@Qmax垂直平面内梁截面上的最大剪力；@#@1.67E+05Gd大车运行机构重量（N）；@#@750007.5主梁跨端截面如右图：

@#@h1600H1616S计算点以上截面积对中性轴的静面矩；@#@1.756E+06跨端截面几何特性：

@#@总断面积F15200断面重心到中性轴的距离Z3：

@#@308Z4308I端计算截面惯性矩；@#@9.553E+088、按强度理论计算复合应力：

@#@123.092=13189.0602=654.2949、主梁静刚度计算（对两个轮压力）17.41LLGqLLBLPPQd2200100002）（4421maxb12b000h1H1Z3Z4主梁跨端截面31.132212）2/）（75.0）（2/）（2221fEIxBLLBLPPfP1P2ZBLmax端ISQf许用静刚度M5=L/70028.57M6=L/80025.00M7=L/100020.00选用Q235B或Q345B，其E=2.10E+0510、主梁动刚度计算按空载时的自振周期,0.405M大车及小车的换算质量，M=（0.5qL+G小）/g=（G半+G小）/g19.80q全部桥架结构单位长度重量，（N/mm）6.40g重力加速度，（9.8m/s2=9800mm/s2）9800K=（48EIx）/L34770.7711、主梁自重计算G梁50880.00（Kg）（3.02sTKMT12）2/）（75.0）（2/）（2221fEIxBLLBLPPf计计算算步步骤骤参参数数名名称称单单位位数数据据输输入入栏栏基本参数额定起重量（）t16起升速度（Vq）m/min3.5跨度（L）m22.5吊钩极限（较短端）（l1）mm1400司机式重心位置（l司）mm0司机室重量（G司）t0电动葫芦重量（Gh）t1.5电动葫芦车轮数量（n）8电动葫芦车轮曲率半径（R）mm167工字钢参数高（h2）mm450宽（b3）mm154翼缘平均厚度（t）mm18腹板厚度（d）mm15.5工字钢贴板厚度（3）mm20截面参数截面面积（A）mm237460截面形心轴位置（y1）mm645主梁截面惯性矩（x）mm48.34E+09主梁截面惯性矩（y）mm41.49E+09主梁强度计算起升载荷动载系数21.041起升冲击系数11.1电动葫芦在额定起重量下的总轮压Pt电动葫芦一个车轮的最大计算轮压P计t轮压位置比系数（）局部弯曲系数（Ki）（按值选）K10.57K20.08K30.28K40.85K50.8主梁重量（G）主梁单位长度重量（q）垂直载荷在跨中引起的弯曲正应力（z）合成应力工字钢腹板根部

（1）工字钢下表面

（2）工字钢下翼边缘（3）强度校核max强度富余量刚度计算垂直静刚度静挠度（f）跨中校核（ff）水平刚度水平静挠度（f）校核（ff）强度校核参参考考公公式式计计算算单单位位计计算算结结果果N1.568E+05m/s0.058mm2.250E+04N0.000N1.470E+04查机械设计手册初选主梁截面2=1+0.7Vq1.041P=2Q+1GhN1.794E+05P计=P/nN2.242E+040.662G=1.1*7.85-5ALN7.28E+04q=G/LN/mm3.235N/mm295.41102.923x117.701117.698z12.484120.252x28.695合格z226.397G司P（Q+G葫）qBAy2y1b1b2b3123b43h1hh2h32主梁截面图d）824（2111qLlGPLIyx司）（5.0dbi1.1）（）（22zjzxjzjzxjr3zz0.321z324.844mm24.294f=L/80028.125合格mm6.493f=L/200011.250合格xEIPLf483yEILPf483序号图号起重量（t）跨度（m）1LD10.10.201622.52P计/t0231.05G司P（Q+G葫）qBAy2y1b1b2b3123b43h1hh2h32主梁截面图dP=（Q+Gh）/208.58E+03跨中最大应力（N/mm2）许用应力（N/mm2）跨中下挠值（mm）许用下挠值（mm）S/800120.252247817024.29428.1254";i:

4;s:

5778:

"桥桥架架支支架架计计算算表表只需填入桥架长度、梁高、距梁高度，其他自动计算，其他已锁定如需更改密码123桥架宽度100mm以下的吊架采用单杆吊架，按照图集04D701-3-7778页方案9；@#@桥架间距按规范GB50303-2002第33页图纸确定取中间值D+E-20（A+20+B+20）*2图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距M单吊长度mm吊框长度mm吊杆个数10吊架KG/M50508001001.588028020.617100508001001.588038020.6171001004002001.558048020.617桥架宽度1501200采用圆钢门架支架,门架横担型钢详下表，图纸确定暂取中间值D+E+BA+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重1001504002001.575020020.617200504002001.565030020.6172001004002001.570030020.6172001504002001.575030020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重3001007002001.5100040020.6173001509001001.5115040020.6173002004002001.580040020.6174001004002001.570050020.6174001504002001.575050020.6174002004002001.580050020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重5001006001001.580060020.6175001506001001.585060020.6175002006001001.590060020.6175002506001001.595060020.6176001509001001.5115070020.6176002006001001.590070020.6176003006001001.5100070020.6178001509001001.5115090020.6178003006001001.5100090020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数12吊架比重100015025001001.52750110020.88810003006001001.51000110020.888120015025001001.52750130020.88812004006001001.51100130020.888图纸确定取中间值D+E-20（A+20+B+20）*2图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距M单吊长度mm吊框长度mm吊杆个数10吊架KG/M50506001001.568028020.617100506001001.568038020.6171001006001001.568048020.617桥架宽度1501200采用圆钢门架支架,门架横担型钢详下表，图纸确定暂取中间值D+E+BA+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重150100600100280025020.61720050600100275030020.617200100100100230030020.617200150600100285030020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重300100175.81000220040020.617300150200100245040020.617300200600100290040020.617400100100100230050020.617400150100100235050020.617400200600100290050020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数10吊架比重500100600100280060020.617500150600100285060020.617500200600100290060020.617500250600100295060020.61760015041.215001002175070020.617600200600100290070020.6176003006001002100070020.617800150600100285090020.6178003006001002100090020.617桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度吊杆个数12吊架比重10001506001002850110020.888100030060010021000110020.88812001506001002850130020.888120040060010021100130020.888（G*I*J+H*K）/1000C/FN*PL30*3角铁比重支架单支重量KG支架个数支架总重KG1.3731.470360.000.001.3731.607660.000.001.3731.374760.000.00（G*I*J+H*K）/1000C/FN*PL40*4角铁比重支架单支重量KG支架个数支架总重2.4221.40990.000.002.4221.52870.000.002.4221.59040.000.002.4221.65210.000.00L40*4角铁比重支架单支重量KG支架个数支架总重2.4222.20280.000.002.4222.38790.000.002.4221.9560.000.002.4222.07480.000.002.4222.13650.000.002.4222.19820.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.773.24920.000.003.773.31090.000.003.773.37260.000.003.773.43430.000.003.774.05810.000.003.773.74960.000.003.773.8730.000.003.774.81210.000.003.774.6270.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.779.0310.000.003.775.9230.000.003.779.7850.000.003.776.85460.000.000.000.000.000.00当红蓝汇总量不同时说明表格出现问题（G*I*J+H*K）/1000C/FN*PL30*3角铁比重支架单支重量KG支架个数支架总重KG1.3731.223560.000.001.3731.360860.000.001.3731.498160.000.00（G*I*J+H*K）/1000C/FN*PL40*4角铁比重支架单支重量KG支架个数支架总重2.4221.59270.000.002.4221.65210.000.002.4221.09680.000.00桥架宽度100mm以下的吊架采用单杆吊架，按照图集04D701-3-7778页方案9；@#@桥架间距按规范GB50303-2002第33页图集确定图集确定图集确定图集确定2.4221.77550.000.00L40*4角铁比重支架单支重量KG支架个数支架总重2.4221.215687.90106.852.4221.52410.000.002.4222.07940.000.002.4221.58120.000.002.4221.64290.000.002.4222.32160.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.773.24920.000.003.773.31090.000.003.773.37260.000.003.773.43430.000.003.774.798520.6098.853.773.74960.000.003.773.8730.000.003.774.44190.000.003.774.6270.000.00L50*5型钢比重支架单支重量KG支架个数支架总重3.775.65660.000.003.775.9230.000.003.776.41060.000.003.776.85460.000.00205.70205.70205.70205.70图纸确定暂取中间值D+E+BA+100（D/2+E+B）*2+A+100图集确定桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数2.25010010022.25010010022.2501001002I/1000*L（G*J*K+H*L）/100020M/个C/20C/FM*O+N*P10吊架比重L30*3角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重0.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.000.6171.3730.13730.137300.000.00合计0.00图集确定";}