20m_45d-典尚设计

资源目录

20m_45d-典尚设计.RAR

头道河大桥

头道河钢筋计算表.xls---(点击预览)

头道河背墙及挡块钢筋构造.dwg---(点击预览)

头道河耳墙钢筋构造.dwg---(点击预览)

头道河大桥肋板钢筋.dwg---(点击预览)

头道河大桥肋板配筋.txt---(点击预览)

头道河大桥泄水管布置及构造.dwg---(点击预览)

头道河大桥桥孔平面布置.xls---(点击预览)

头道河大桥桥孔平面布置.dwg---(点击预览)

头道河大桥桥墩挡块配筋.dwg---(点击预览)

头道河大桥桥墩基础钢筋构造.dwg---(点击预览)

头道河大桥桥墩一般构造.DWG---(点击预览)

头道河大桥桥型布置图.dwg---(点击预览)

头道河大桥桥台一般构造.DWG---(点击预览)

头道河大桥墩柱钢筋计算表.xls---(点击预览)

头道河大桥墩柱钢筋.dwg---(点击预览)

头道河大桥墩台楔块及支座布置图.dwg---(点击预览)

头道河大桥.xls---(点击预览)

头道河大桥 3柱 135度扩大基础计算表.xls---(点击预览)

plot.log

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关键词：: 20 m_45d 设计

资源描述：: 20m_45d-典尚设计,20,m_45d,设计

内容简介：: 交角柱根数柱间距m柱径cm襟边宽cm135340012080L1(cm)L2(cm)a(cm)b(cm)d(cm)n1n21571.4440.010.713.01206912钢筋编号规格(mm)每根长(cm)根数共长(m)1161601.133528.362161441.115216.17312779.380623.44412663.972478.015121592.4695.546121432.48114.59712315.0825.20812105.02627.30规格(mm)总长(m)单位重(kg/m)共重(kg)总重(kg)16744.531.5781174.872386.17121364.080.8881211.304223.9083339.284129.6762 -130.324521.0326 -138.968桥名里程交角孔数桥宽注注意意单单幅幅和和双双幅幅时时护护栏栏底底座座的的工工程程量量头道河大桥K426+10045512角度跨数预制现浇C50混凝土C20混凝土R235钢筋HRB335钢筋C50混凝土防水混凝土R235钢筋(m3)(m3)(Kg)(Kg)(m3)(m3)(Kg)0159.6312328.350.9124.055159.6412554.110.9224.0510115159.7312743.520.9424.0520125130135160.2613564.711.1124.0540160.5014023.761.1824.0545160.8214513.871.2824.05半幅桥小计50.000.000.000.000.000.000.00304.10072569.356.4120.250全桥合计10608.200.000.00145.1412.80240.500.00钢绞线桥面铺装防水层支座HRB335钢筋沥青混凝土R235钢筋HRB335钢筋FYT-I型橡胶支座单个体积/数量临时支座(Kg)(Kg)(m3)(Kg)(Kg)(m2)(dm3)6.3499(dm3)272.141510.1213.894950.63192.00101.601616.16272.861509.9213.895076.67192.00101.601616.16101.601616.16278.881509.2413.895104.11192.00101.601616.16101.601616.16101.601616.16101.601616.16314.361505.3213.895167.39192.00101.601616.16330.461503.5613.895191.29192.00101.601616.16351.041501.3213.895219.76192.00101.601616.160.000.000.000.000.000.000.000.000.001755.27506.669.45026098.8960406.39366480.8163.5115.01138.900.0052.201920.00812.79128.00注注意意单单幅幅和和双双幅幅时时护护栏栏底底座座的的工工程程量量现浇护栏底座（桥上）护栏底座（桥头）三横梁波型梁单个体积/数量四氟滑板支座单个体积/数量混凝土钢筋混凝土钢筋1.0102(dm3)3.1907(m3)(Kg)(m3)(Kg)1651.05164.85955.21.0287.11651.05164.85956.11.0290.71651.05164.85956.61.0294.36629.012204.471651.05164.85956.91.0298.01651.05164.85957.41.0301.66629.012204.471651.05164.85957.81.0305.26629.012204.471651.05164.85958.71.0308.86629.012204.471651.05164.85959.61.0312.41651.05164.85960.51.0316.16629.012204.471651.05164.85962.21.0319.70.000.000.000.000.000.000.000.000.008051.05121624.2533333 4811.053334.851598.4053400102.1032.0048.519.629.703.200.000.00注注意意单单幅幅和和双双幅幅时时护护栏栏底底座座的的工工程程量量支座伸缩缝(m)18.193582.24.85066718.193585.44.85066718.193587.24.85066718.193588.34.85066718.193590.24.85066718.193591.64.85066718.193595.34.85066718.193598.44.85066718.193601.74.85066718.193608.34.85066767.88注注意意单单幅幅和和双双幅幅时时护护栏栏底底座座的的工工程程量量955.2427956.0933956.5931956.8932957.399957.7502958.7467959.5701960.456962.2107桥桥台台施施工工图图尺尺寸寸表表（U U 台台）台号位置台里程桩号BG1(m)BG2(m)BG3(m)H1H2iLL2L3e(cm)(cm)(cm)(cm)(cm)(cm)0左幅肋板台？381.616381.836383.158391.6655.8-0.019450579.7279.3100.0右幅肋板台？381.756381.864383.298405.6669.8-0.009450588.7283.9100.05左幅肋板台？380.941381.161382.483324.1588.3-0.019500535.9256.8150.0右幅肋板台？381.080381.188382.622338.0602.2-0.009500544.9261.4150.0桥桥墩墩施施工工图图尺尺寸寸表表墩号位置墩里程桩号BG1(m)BG2(m)BG3(m)BG4(m)H1(cm)H2(cm)H3(cm)ia(cm)a(cm)1左幅K426+070.000380.304380.411380.518373.000530.4541.1551.8-0.01968.630.7右幅K426+070.000380.442380.495380.547373.000544.2549.5554.7-0.00972.825.92左幅K426+090.000380.167380.275380.382373.000516.7527.5538.2-0.01968.630.7右幅K426+090.000380.305380.358380.411373.000530.5535.8541.1-0.00972.825.93左幅K426+110.000380.030380.138380.245373.000503.0513.8524.5-0.01968.630.7右幅K426+110.000380.169380.222380.274373.000516.9522.2527.4-0.00972.825.9位置左幅右幅L1 (m)L2 (m)L3 (m)L4 (m)主梁安装横坡iL1 (m)第1孔19.87419.90919.94419.981-0.02020.136第2孔19.86619.90419.94219.980-0.02020.137第35孔19.85919.89919.93919.979-0.02020.142位置左幅L2 (m)L3 (m)L4 (m)主梁安装横坡iZHBZHE20.09720.05820.021-0.020第1孔LK428+380.000LK428+400.00020.09820.06020.021-0.020第2孔LK428+400.000LK428+420.00020.10220.06220.022-0.020第5孔#REF!#REF!右幅右幅ZHBZHERK428+380.300RK428+400.300RK428+400.300RK428+420.300#REF!#REF!桥梁斜角45cos=0.707107桥墩位置盖梁横坡外侧挡块倾角内侧挡块倾角支座楔块总高主梁偏移距离外侧边梁楔块1号墩左幅-0.020.271357 0.22885615.7060.8右幅-0.020.271357 0.22885615.7060.82号墩左幅-0.020.271357 0.22885615.7060.8右幅-0.020.271357 0.22885615.7060.83号墩左幅-0.020.271357 0.22885615.7060.8右幅-0.020.271357 0.22885615.7060.8桥梁斜角45cos=0.707107 挡块底宽45桥台位置盖梁横坡外侧挡块倾角内侧挡块倾角支座楔块总高主梁偏移距离外侧边梁楔块0号台左幅-0.020.271357 0.22885616.4-1.660.6右幅-0.020.271357 0.22885616.41.460.63号台左幅-0.020.271357 0.22885616.4-1.660.6右幅-0.020.271357 0.22885616.41.460.6内侧边梁楔块a(cm)b(cm)c(cm)d(cm)a(cm)b(cm)c(cm)d(cm)61.549.239.748.538.569.556.268.654.561.549.239.748.538.569.556.268.654.561.549.239.748.538.569.556.268.654.561.549.239.748.538.569.556.268.654.561.549.239.748.538.569.556.268.654.561.549.239.748.538.569.556.268.654.5内侧边梁楔块外挡块侧(cm)外挡块顶(cm)内挡块侧(cm)内挡块顶(cm)a(cm)b(cm)c(cm)d(cm)61.335.935.551.236.750.750.272.451.961.332.935.454.236.746.550.176.651.961.335.935.551.236.750.750.272.451.961.332.935.454.236.746.550.176.651.9头道河大桥工程数量表江源至岗山岭段高速公路项目单位上部构造下部构造桥头搭板护栏其它全桥合计现浇预制箱梁桥面铺装支座及伸缩缝小计桥墩桥台材料盖梁墩柱桩基扩大基础小计盖梁台身耳背墙桩基扩大基础小计混凝土C50m312.80608.20621.00621.00C50防水m3240.50240.50240.50C40m3140.41140.4158.21198.62C30m3224.22224.22107.2881.7830.97220.0372.50516.74C25m3869.27869.27395.73395.731265.00C25片石m3C20片石m3沥青混凝土m3138.90138.90138.90防水层m21920.001920.001920.00钢绞线s15.20t15.01315.01315.013s12.70t钢筋R235tHRB335t3.510145.13952.198200.84735.65024.26324.34084.25314.0535.3485.18824.59010.25912.819332.767支座橡胶支座dm3812.79812.79812.79四氟滑板支座dm3102.10102.10102.10C40伸缩缝m67.8867.8867.88XF-160A2F伸缩缝mM10砂浆砌片石m3三横梁护栏m210.00210.00波形护栏m210.00210.00锥坡m9.8/9.89.8/9.8台背填料m360276027挖基土方m31236812368挖基石方m3其它编制：复核：审核：1 江源至岗山岭段高速公路m105041 上部工程桥长米105091552700160.821131105.8391182.156900542013145.139112160171.065054103210.29315410335.3812 4孔每t10.8812束113126013205410323.69615410333.158 5孔每t8.658束113126013205410223.735154102322.6204 5孔每t34.2704束114126013205240011.28113148.4391161.4569012 简支转连续箱梁5420063.51112160171.045053500224.05113128.339164.9569012 简支转连续箱梁54200752.198112160171.04608190010.555610602230280.833410602230431.38912230475 运距6KM10608200011920.00054000686.15054001186.1502 下部工程桥长米10509951800522.0031131112.9391121.65690052101236.463113138.4391685690054200384.503112160171.04605350027.25113128.339164.956907 搭板54200710.259112160171.0467 搭板12 钢筋5190092151901017.5 台宽26米04101002602.71123230287137 台背换填砂砾054000665.716054001165.71603 基础工程桥长米105092050300724.74050300898.9405160020113115.33911.9569005420020112160171.045051301386.927113119.739105690054200124.34112160171.045051400119.284805140024.4816051100819.205110092.405110102.405110128.805110229.4705110231.205110241.205110266.6805010057.205150011.2054000686.927054001186.92704 护栏工程桥长米1050985230015.821113151.539198.356907 护栏底座54200513.97112160171.0467 护栏底座12 钢筋60030023.39113320.6173504617 型钢立柱600300510.6881124804917 三方横梁护栏12 方横梁60030021.571111321.406060030053.462101205400065.82105400115.821012122.6329012218.0086012235.667712235.667700012 混凝土0012 混凝土00004束重量3孔一联5889.444403.7610293.24孔一联5889.448807.5214696.965孔一联5889.44 13211.2819100.724束束数3孔一联64481124孔一联64961605孔一联641442085束重量3孔一联3695.84 无3734.7207430.564孔一联3695.84 无3734.721867.369297.925孔一联3695.84 无3734.723734.72 11165.285束束数3孔一联3212801604孔一联32128642245孔一联3212812828820米 4片梁20度主梁幅数扁锚桥宽12.75米20米220米 10.293211210.88097000#DIV/0!000#DIV/0!10.29311210.88125.38125丝20米 3.69584328.65838300#DIV/0!00#DIV/0!3.696328.6583.1585丝20米220米一片梁边跨中跨边支座中支座重量(kg)4股364.96544.555股229.17977.68977.68梁数3孔一联168404孔一联1616425孔一联162444合计4束重量3孔一联5839.364356.410195.764孔一联5839.368712.814552.165孔一联5839.3613069.218908.564束束数3孔一联64481124孔一联64961605孔一联64144208比例5束重量3孔一联3666.72无3910.7207577.440.48394孔一联3666.72无3910.721955.369532.80.48395孔一联3666.72无3910.723910.72 11488.160.48395束束数3孔一联32640964孔一联3264321285孔一联32646416040度4s15.205s15.20(t/束)(t/束)3孔一联10.196/1127.577/964孔一联14.552/1609.533/1285孔一联18.909/208 11.488/160R3周长106 333.009平均台号H(cm)n1n2a(cm)b(cm)L(cm)台号0498.0-13403.0300.010021.90号台3475.0-154010.0300.09355.33号台钢筋编号规格(mm)每根长(cm)根数共长(m)规格(mm)总长(m)单位重(kg/m)共重(kg)总重(kg)120316.51341.1520223.222.466550.46574.571201318.513171.411227.150.88824.11220329.126.5810100.220.61761.8461.84312平均452.5627.1541010021.91100.2252051.084.08规格(mm)总长(m)单位重(kg/m)共重(kg)总重(kg)120293.51338.161201318.513171.4120220.232.466543.09567.20220329.126.581227.150.88824.11312平均452.5627.151093.550.61757.7257.724109355.3193.5552051.084.08墩柱直径dR6柱周长桩直径R7桩周长墩柱直径dR3周长130122.4384.531150136427.2566130122.4384.531平均项目H1(cm)H2(cm)N1N2N3abcL1L2项目H1N1N2aL(cm)(cm)(cm)(cm)(cm)(cm)(cm)(cm)1号墩左幅1530.4200.05250-365.2300.00.021570.66855.11号墩左幅551.8-10501.814636.82551.8200.05450-365.9300.00.022339.96855.1右幅554.7-10504.728889.1右幅1544.2200.05350-367.1300.00.021955.36855.12号墩左幅541.1-125111.12284.92554.7200.05450-367.4300.00.022340.06855.1右幅516.9-13511.96854.82号墩左幅1516.7200.05051-378.4300.010.020801.46854.83号墩左幅480.9-165110.96854.82538.2200.05251-379.1300.010.021570.76854.8右幅0.0-485110.04003.3右幅1530.5200.05251-375.3300.010.021570.66854.84号墩左幅0.0-485110.02577.52541.1200.05351-375.6300.010.021955.26854.8右幅0.0-485110.02577.53号墩左幅1503.0200.04951-376.5300.010.020416.66854.85号墩左幅0.0-14010.00.02524.5200.05151-377.3300.010.021186.06854.8右幅0.0-14010.00.0右幅1516.9200.05051-378.4300.010.020801.46854.86号墩左幅0.0-14010.00.02527.4200.05151-378.7300.010.021186.06854.8右幅0.0-14010.00.04号墩左幅1459.4200.04451-379.7300.010.018493.56854.87号墩左幅0.0-14010.00.02480.9200.04751-375.4300.010.019647.36854.8右幅0.0-14010.00.0右幅1473.2200.04651-376.6300.010.019262.66854.88号墩左幅0.0-14010.00.02483.8200.04751-376.9300.010.019647.36854.8右幅0.0-14010.00.05号墩左幅10.00.0-151-475.0300.010.01183.52577.59号墩左幅0.0-14010.00.020.00.0-151-475.0300.010.01183.52577.5右幅0.0-14010.00.0右幅10.00.0-151-475.0300.010.01183.52577.510号墩左幅0.0-14010.00.020.00.0-151-475.0300.010.01183.52577.5右幅6号墩左幅10.00.0-151-475.0300.010.01183.52577.511号墩左幅20.00.0-151-475.0300.010.01183.52577.5右幅右幅10.00.0-151-475.0300.010.01183.52577.512号墩左幅20.00.0-151-475.0300.010.01183.52577.5右幅13号墩左幅右幅14号墩左幅右幅15号墩左幅右幅16号墩左幅右幅17号墩左幅右幅18号墩左幅右幅19号墩左幅右幅20号墩左幅右幅21号墩左幅右幅22号墩左幅右幅23号墩左幅右幅24号墩左幅右幅25号墩左幅右幅26号墩左幅右幅27号墩左幅右幅28号墩左幅右幅29号墩左幅右幅30号墩左幅右幅31号墩左幅右幅22号墩250柱别钢筋编号规格每根长(cm)根数共长(m)单位重(kg/m)共重(kg)总重(kg)规格1001号墩左幅125平均751.748360.823.8531390.241507.68256011.2625225380.9830.483.853117.44310平均424.71667.950.61741.93312.85101241.9410410平均21955.22439.100.617270.925250.2240.053.8530.191405.96255533.206251520.224364.853.8531405.77725423.700.003.8530.0010608.44810平均420.926109.430.61767.52152.11910平均6855.12137.100.61784.59#REF!102549.0-12-5.883.853-22.66-22.66规格右幅125平均760.148364.853.8531405.771523.21225380.9830.483.853117.4425310平均424.71667.950.61741.93315.23410平均22147.62442.950.617273.30105250.2240.053.8530.191405.966251520.224364.853.8531405.77725423.700.003.8530.00810平均420.926109.430.61767.52152.11910平均6855.12137.100.61784.59102549.0-12-5.883.853-22.66-22.662号墩左幅125平均738.148354.293.8531365.081482.52225380.9830.483.853117.44310平均424.71667.950.61741.93303.37410平均21186.02423.720.617261.445250.2240.053.8530.191405.966251520.224364.853.8531405.77725423.700.003.8530.00810平均420.926109.430.61767.52152.11910平均6854.82137.100.61784.59102549.0-12-5.883.853-22.66-22.66右幅125平均746.448358.273.8531380.411497.85225380.9830.483.853117.44310平均424.71667.950.61741.93310.49410平均21762.92435.260.617268.565250.2240.053.8530.191405.966251520.224364.853.8531405.77725423.700.003.8530.00810平均420.926109.430.61767.52152.11910平均6854.82137.100.61784.59102549.0-12-5.883.853-22.66-22.663号墩左幅125平均000.0720.003.8530.0002250.000.003.8530.00310平均000.0240.000.6170.000410平均000.030.000.6170.00525293.300.003.8530.000.006251420.300.003.8530.007250.000.003.8530.00810平均000.0390.000.6170.000910平均000.030.000.6170.00102551.000.003.8530.000.00右幅125平均000.0720.003.8530.0002250.000.003.8530.00310平均000.0240.000.6170.000410平均000.030.000.6170.0052593.300.003.8530.000.006251420.300.003.8530.007250.000.003.8530.00810平均000.0390.000.6170.000910平均000.030.000.6170.00102551.000.003.8530.000.003号墩左幅0共重(kg)总重(kg)6011.267253.201241.94共重(kg)总重(kg)5533.206141.64608.44桥名张家油房中桥桥孔中心里程97599交角（度）75桥孔数3横向比例1:100纵向比例1:100第一条线移动距离-1第二条线移动距离-5第三条线移动距离-13墩台号墩中心里程孔径（米）基底标高地面标高1地面标高209756920205.7220.7220.719758920204.6219.6219.629760920204.6219.6219.639762920204.9219.9219.9地面标高3 地面最低标高220.7220.7219.6219.6219.6219.6219.9219.9397600219.375009756161.5低液限粘土5淤泥质粘土7粗砂13泥岩19泥岩29泥岩9760051.5淤泥质粘土5粗砂11泥岩17泥岩27泥岩9764051.9淤泥质粘土5.3粗砂11泥岩17泥岩27泥岩572.253219.538561.603221.853桩号569.466 220.1438218.0438592.015218.995572.253219.538桩号589 219.0778218.0778614.937219.376600.026219.374桩号609 219.3752218.5252637.056219.992614.937219.376桩号628.534 219.7547218.904760000.00255999.9810.01875柱径120柱主筋净保护层4柱箍筋直径113.2 柱数32.51填写列调整列尺寸表H1项目H1(cm)N1N2a(cm)L1(cm)TRUE1号墩左幅1530.482010.418175.3TRUE2541.182111.118531.1TRUE3551.882211.818886.9TRUE右幅1544.29209.218531.3TRUE2549.58229.518886.9TRUE3554.79219.718887.0TRUE2号墩左幅1516.772011.717819.4TRUE2527.572112.518175.2TRUE3538.28218.218531.1TRUE右幅1530.582010.518175.4TRUE2535.872210.818531.0TRUE3541.182111.118531.1TRUE3号墩左幅1503.05228.017819.0TRUE2513.87208.817819.4TRUE3524.57219.518175.1TRUE右幅1516.972011.917819.4TRUE2522.262212.218175.1TRUE3527.472112.418175.2TRUE4号墩左幅1459.42229.416751.2TRUE2470.242010.216751.6TRUE3480.942110.917107.4TRUE右幅1473.23228.217107.1TRUE2478.54218.517107.3TRUE3483.85208.817107.5备份表格H1项目H1(cm)N1N2a(cm)L1(cm)TRUE1号墩左幅1530.482010.418175.3TRUE2541.19206.118531.2TRUE3551.810201.818887.1TRUE右幅1544.29209.218531.3TRUE2549.592014.518531.4TRUE3554.710204.718887.1TRUE2号墩左幅1516.772011.717819.4TRUE2527.58207.518175.3TRUE3538.29203.218531.2TRUE右幅1530.582010.518175.4TRUE2535.89200.818531.1TRUE3541.19206.118531.2TRUE3号墩左幅1503.06201317463.5TRUE2513.87208.817819.4TRUE3524.58204.518175.2TRUE右幅1516.972011.917819.4TRUE2522.28202.218175.2TRUE3527.48207.418175.3TRUE4号墩左幅1459.432014.416395.8TRUE2470.242010.216751.6TRUE3480.95205.917107.4TRUE右幅1473.242013.216751.7TRUE2478.55203.517107.4TRUE3483.85208.817107.5项目1号墩2号墩3号墩4号墩2号墩表示在242825主筋时需要修改的地方表示在24 22/25主筋时需要修改的地方全桥柱钢筋数量表钢筋长度需调整钢筋编号规格(mm)每根长(cm)根数共长(m)单位重(kg/m)共重（kg）总重（kg）规格(mm)共重（kg）左幅122平均 786.972566.572.9801688.38 1688.382213098.57225352.01242.243.853162.75162.75251302.00310平均 401.92496.440.61759.5531.08104167.40410平均 18531.13555.930.617343.01510平均 496.242208.380.617128.57右幅122平均 795.372572.592.9801706.32 1706.32225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5535.47410平均 18768.43563.050.617347.4510平均 496.242208.380.617128.57左幅122平均 773.372556.752.9801659.12 1659.12225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5524.50410平均 18175.23545.260.617336.43510平均 496.242208.380.617128.57右幅122平均 781.672562.752.98016771677.00225352.01242.243.853162.75162.75项目310平均 401.92496.440.61759.5528.89410平均 18412.53552.380.617340.82510平均 496.242208.380.617128.57左幅122平均 759.672546.892.9801629.73 1629.732149.83225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5520.10410平均 17937.83538.130.617332.03510平均 496.242208.380.617128.57右幅122平均 768.072552.942.9801647.76 1647.76225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5522.30410平均 18056.63541.700.617334.23510平均 496.242208.380.617128.57左幅122平均 716.072515.502.9801536.19 1536.192036.52225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5500.33410平均 16870.13506.100.617312.26510平均 496.242208.380.617128.57右幅122平均 724.372521.502.9801554.07 1554.07225352.01242.243.853162.75162.75310平均 401.92496.440.61759.5504.73410平均 17107.33513.220.617316.66510平均 496.242208.380.617128.57右幅总重（kg）18567.97交角柱根数柱间距m柱径cm襟边宽cm45340012080L1(cm)L2(cm)a(cm)b(cm)d(cm)n1n21571.4440.010.713.01206912钢筋编号规格(mm)每根长(cm)根数共长(m)1161601.133528.362161441.115216.17312779.380623.44412663.972478.015121592.4695.546121432.48114.59712315.0825.20812105.02627.30规格(mm)总长(m)单位重(kg/m)共重(kg)总重(kg)16744.531.5781174.872386.17121364.080.8881211.3交角柱根数柱间距m柱径cm襟边宽cm45340012060L1(cm)L2(cm)a(cm)b(cm)d(cm)n1n21611.4480.010.713.01206710钢筋编号规格(mm)每根长(cm)根数共长(m)1161641.133541.562161521.18121.693161401.113182.14412739.382606.23512291.9152443.69612704.070492.807121632.4465.308121512.4690.749121392.4683.541012395.0831.601112280.0822.40121285.02823.80规格(mm)总长(m)单位重(kg/m)共重(kg)总重(kg)16845.391.5781334.032985.80121860.100.8881651.77柱径120柱主筋净保护层4柱箍筋直径113.2 柱数32.84填写列调整列尺寸表H1项目H1(cm)N1N2a(cm)L1(cm)TRUE1号墩左幅1532.37227.318530.9TRUE2562.19227.119242.7TRUE3592.011227.019954.6TRUE右幅1670.217215.221734.5TRUE2641.015216.021022.6TRUE3611.813216.820310.8TRUE2号墩左幅1651.9162011.921023.0TRUE2682.0182012.021734.8TRUE3712.2202012.222446.7TRUE右幅1790.925215.924582.1TRUE2761.523216.523870.2TRUE3732.121217.123158.3TRUE3号墩左幅1752.7222112.723514.4TRUE2783.0242113.024226.3TRUE3813.3262113.324938.2TRUE右幅1892.7322012.726718.1TRUE2863.1302013.126006.2TRUE3833.4282013.425294.3TRUE4号墩左幅1784.425209.424226.4TRUE2815.0272010.024938.3TRUE3845.5292010.525650.2TRUE右幅1925.534215.527785.6TRUE2895.732215.727073.7TRUE3865.830215.826361.8 表示在242825主筋时需要修改的地方表示在24 22/25主筋时需要修改的地方钢筋长度需调整项目钢筋编号规格(mm)每根长(cm)根数共长(m)单位重（kg/m）共重（kg）总重（kg）1号墩左幅125平均 807.972581.713.8532241.332403.23225350.21242.023.853161.9310平均 402.02496.480.61759.53544.32410平均 19242.73577.280.617356.18510平均 496.342208.450.617128.61右幅125平均 886.872638.53.8532460.142649.05225350.21449.033.853188.91310平均 402.02496.480.61759.53577.27410平均 21022.63630.680.617389.13510平均 496.342208.450.617128.612号墩左幅125平均 927.872668.043.8532573.962776.36225350.21552.533.853202.4310平均 402.02496.480.61759.53590.45410平均 21734.83652.040.617402.31510平均 496.342208.450.617128.61右幅125平均 1007.372725.263.8532794.432996.83225350.21552.533.853202.4310平均 402.02496.480.61759.53629.98410平均 23870.23716.110.617441.84510平均 496.342208.450.617128.613号墩左幅125平均 1028.872740.743.8532854.073056.47225350.21552.533.853202.4310平均 402.02496.480.61759.53636.5

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