GQZ球型支座设计参数表

.GQZ系列桥梁球型支座设计参数表设计承载力：1000～60000kN(履行标准GB/T17955-2009);..;..目录名称图号说明1～2GQZ-SX球型支座组装表示图3GQZ-SX球型支座主要设计参数表（表-1）4～11GQZ-DX球型支座组装表示图12GQZ-DX球型支座主要设计参数表（表-2）13～20GQZ-GD球型支座组装表示图21GQZ-GD球型支座主要设计参数表（表-3）22～25;..;..;..说明一、本GQZ系列《桥梁球型支座设计参数表》系与国标《桥梁球型支座》GB/T17955-2009配套产品，本参数表供生产厂家公布GQZ系列产品信息使用，以方便桥梁设计人员选型。二、GQZ系列支座的代号举例：GQZ-10000SXE=±100θ=0.03e=±40θ表示支座设计转角为0.03radE表示支座设计纵向位移为±100mme表示支座横向位移为±40mm使用性能分类为SX表示双向活动支座表示支座代号GQZ及承载力为10000kN，写作：GQZ-10000SX/E±100/e±40/θ=0.03本例表示GQZ系列桥梁球型支座承载力为10000kN，纵向位移±100mm，横向位移±40mm，转角为0.03rad的双向活动球形支座。三、GQZ系列支座的主要技术性能1、支座竖向承载力分为30级，1000、1500、2000、2500、3000、3500、4000、4500、5000、6000、7000、8000、9000、10000、12500、15000、17500、20000、22500、25000、27500、30000、32500、35000、37500、40000、45000、50000、55000、60000kN。2、支座设计转角θ分为0.02、0.03、0.04、0.05、0.06rad五级。3、支座设计位移量：纵向位移：1000~4500kN，E1=±50、E2=±100、E3=±150mm；;..5000~17500kN，E1=±100、E2=±150、E3=±200mm；;..中交公路规划设计院有限企业名称说明图号1;..20000~37500kN，E1=±150、E2=±200、E3=±250mm；40000~60000kN，E1=±200、E2=±250、E3=±300mm。横向位移：SX（双向活动支座），1000～9000kN，e=±20mm，10000～60000kN，e=±40mmDX（单向活动支座）e=±3mm。支座纵向、横向位移量还可依据实质需要进行调整。4、支座可承受的水平力：单向活动支座（DX）及固定支座（GD）在非滑移方向的水平力均不小于支座设计承载力的10%。四、GQZ系列支座安装：1、采纳本系列支座时，安装支座的垫石混凝土强度等级不得低于C40级。2、安装支座处应设置支座垫石，垫石尺寸应按局部承压计算，其长度、宽度比支座底板尺寸大100mm以上，高度不小于100mm，且应部署钢筋。并按支座底板地脚螺栓间距与底柱规格预留螺栓孔地点。若采纳预埋钢板焊接连结时，支座就位后，用对称断续方式焊接，焊接过程中应防备支座钢体温度过高，防备变形、烧坏聚四氟乙烯板等。3、支座安装标高应切合设计要求。控制垫石顶面标高时要注意预留支座底板下专用沙浆垫层厚度。支座支承面四角高差不得大于1mm。4、支座安装前面可开箱，并检查支座各零件及配件清单。支座安装前不同意任意拆卸固定件。5、支座安装的注意事项：1）支座安装地点划出中心十字，支座顺桥方向的中心线应与主梁顺桥向中心线平行。2）活动支座的上顶板与下底盆顺桥方向的中心线应重合。3）支座安装过程中，不得松开上顶板与下底盆的连结固定板，以防备发生过大的转角而颠覆。待支座安装达成后再拆掉连结板，以防拘束梁体的正常位移与转动。4）检查不锈钢板外露面能否洁净，在运输、储藏、安装过程中涂装能否碰掉，发现问题应实时洁净及补刷涂装，而后安装防尘设备。;..6、支座安装还应知足现行桥梁施工规范的有关规定。支座使用时期，应按保养规范的有关规定按期进行检查及保养。;..中交公路规划设计院有限企业名称说明图号2;..;..;..中交公路规划设计院有限企业名称GQZ-SX球型支座组装表示图图号3;..表-1（一）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)纵向位移量A序项目θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±50±100±150420520620440540640450550650——————2GQZ-1500±50±100±150470570670480580680500600700——————3GQZ-2000±50±100±150510610710540640740550650750——————4GQZ-2500±50±100±150560660760580680780610710810——————5GQZ-3000±50±100±150590690790620720820650750850——————6GQZ-3500±50±100±150630730830660760860690790890——————7GQZ-4000±50±100±150650750850680780880710810910——————8GQZ-4500±50±100±150690790890720820920750850950——————9GQZ-5000±100±150±200810910101084094010408709701070——————10GQZ-6000±100±150±20089099010909201020112096010601160——————11GQZ-7000±100±150±2009301030113097010701170101011101210——————12GQZ-8000±100±150±20096010601160101011101210106011601260——————13GQZ-9000±100±150±200101011101210106011601260111012101310——————14GQZ-10000±100±150±200105011501250109011901290114012401340——————15GQZ-12500±100±150±200113012301339118012801380123013301430——————;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号4;..续表-1（一）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)纵向位移量A序项目θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±100±150±20012001300140012601360146013101410151013701470157014201520162017GQZ-17500±100±150±20012801380148013301430153013901490159014501550165015101610171018GQZ-20000±150±200±25014401540164015001600170015601660176016301730183016901790189019GQZ-22500±150±200±25015401640174016001700180016701770187017301830193018001900200020GQZ-25000±150±200±25015501650175016501750185017201820192017901890199018601960206021GQZ-27500±150±200±25016501750185017101810191017801880198018501950205019302030213022GQZ-30000±150±200±25017101810191017701870197018401940204019202020212019902090219023GQZ-32500±150±200±25017801880198018401940204019102010211019802080218020602160226024GQZ-35000±150±200±25018201920202018901990209019602060216020402140224021202220232025GQZ-37500±150±200±25018701970207019402040214020102110221020902190229021802280238026GQZ-40000±200±250±30020402140224021002200230021802280238022702370247023502450255027GQZ-45000±200±250±30021202220232021802280238022602360246023502450255024402540264028GQZ-50000±200±250±30022102310241022802380248023602460256024502550265025402640274029GQZ-55000±200±250±30022802380248023502450255024402540264025302630273026202720282030GQZ-60000±200±250±300236024602560243025302630252026202720262027202820272028202920;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号5;..表-1（二）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)横向BA1序项目位移θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格eθ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±20360380390——360460560380480580390490590——————2GQZ-1500±20410420440——410510610420520620440540640——————3GQZ-2000±20450480490——450550650480580680490590690——————4GQZ-2500±20500520550——500600700520620720550650750——————5GQZ-3000±20530560590——520620720550650750580680780——————6GQZ-3500±20570600630——560660760590690790620720820——————7GQZ-4000±20590620650——580680780610710810640740840——————8GQZ-4500±20630660690——620720820650750850680780880——————9GQZ-5000±20650680710——720820920750850950780880980——————10GQZ-6000±20730760800——800900100083093010308709701070——————11GQZ-7000±20770810850——8409401040880980108092010201120——————12GQZ-8000±20800850900——86096010609101010111096010601160——————13GQZ-9000±20850900950——9101010111096010601160101011101210——————14GQZ-10000±409309701020——9501050115099010901190104011401240——————15GQZ-12500±40101010601110——102011201220107011701270112012201320——————;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号6;..续表-1（二）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)横向BA1序项目位移θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格eθ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±401080114011901250130010901190129011501250135012001300140012601360146013101410151017GQZ-17500±401160121012701330139011601260136012101310141012701370147013301430153013901490159018GQZ-20000±401220128013401410147013201420152013801480158014401540164015101610171015701670177019GQZ-22500±401320138014501510158014201520162014801580168015501650175016101710181016801780188020GQZ-25000±401330143015001570164014201520162015201620172015901690179016601760186017301830193021GQZ-27500±401430149015601630171015201620172015801680178016501750185017201820192018001900200022GQZ-30000±401490155016201700177015801680178016401740184017101810191017901890199018601960206023GQZ-32500±401560162016901760184016401740184017001800190017701870197018401940204019202020212024GQZ-35000±401600167017401820190016801780188017501850195018201920202019002000210019802080218025GQZ-37500±401650172017901870196017301830193018001900200018701970207019502050215020402140224026GQZ-40000±401720178018601950203018901990209019502050215020302130223021202220232022002300240027GQZ-45000±401800186019402030212019702070217020302130223021102210231022002300240022902390249028GQZ-50000±401890196020402130222020502150225021202220232022002300240022902390249023802480258029GQZ-55000±401960203021202210230021202220232021902290239022802380248023702470257024602560266030GQZ-60000±4020402110220023002400219022902390226023602460235024502550245025502650255026502750;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号7;..表-1（三）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)序项目B1C、DC1、D1号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.061GQZ-1000300320330——300320330——240260270——2GQZ-1500350360380——350360380——290300320——3GQZ-2000390420430——390420430——330360370——4GQZ-2500440460490——440460490——380400430——5GQZ-3000460490520——470500530——400430460——6GQZ-3500500530560——510540570——440470500——7GQZ-4000520550580——530560590——460490520——8GQZ-4500560590620——570600630——500530560——9GQZ-5000560590620——590620650——500530560——10GQZ-6000640670710——670700740——580610650——11GQZ-7000680720760——710750790——620660700——12GQZ-8000700750800——740790840——640690740——13GQZ-9000750800850——790840890——690740790——14GQZ-10000830870920——830870920——730770820——15GQZ-125009009501000——9109601010——800850900——;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号8;..续表-1（三）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)序项目B1C、DC1、D1号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.0616GQZ-15000970103010801140119098010401090115012008709309801040109017GQZ-17500104010901150121012701060111011701230129094099010501110117018GQZ-2000011001160122012901350112011801240131013701000106011201190125019GQZ-2250012001260133013901460122012801350141014801100116012301290136020GQZ-2500012001300137014401510123013301400147015401100120012701340141021GQZ-2750013001360143015001580133013901460153016101240126013301400148022GQZ-3000013601420149015701640139014501520160016701260132013901470154023GQZ-3250014201480155016201700146015201590166017401320138014501520160024GQZ-3500014601530160016801760150015701640172018001360143015001580166025GQZ-3750015101580165017301820155016201690177018601410148015501630172026GQZ-4000015701630171018001880162016801760185019301470153016101700178027GQZ-4500016501710179018801970170017601840193020201550161016901780187028GQZ-5000017301800188019702060179018601940203021201630170017801870196029GQZ-5500018001870196020502140186019302020211022001700177018601950204030GQZ-60000187019402030213022301940201021002200230017701840193020302130;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号9;..表-1（四）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)H序项目地脚螺栓号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06底柱1GQZ-1000838485——φ42×2522GQZ-1500868788——φ42×2523GQZ-2000919293——φ42×2524GQZ-2500969799——φ42×2525GQZ-3000100102103——φ46×2606GQZ-3500105106108——φ46×2607GQZ-4000109111113——φ46×2608GQZ-4500113115117——φ46×2609GQZ-5000117119121——φ58×30010GQZ-6000125127130——φ58×30011GQZ-7000132134137——φ58×30012GQZ-8000139141143——φ70×35213GQZ-9000145147149——φ70×35214GQZ-10000152154156——φ70×35215GQZ-12500173175177——φ80×352

总重量（㎏）θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E355.661.867.962.569.075.466.673.279.9——————76.683.991.281.388.996.589.797.6105.4——————99.6108.0116.5114.1123.1132.0119.5128.7137.9——————131.4141.1150.8142.8152.8162.9161.7172.4183.1——————155.8166.6177.4175.7187.2198.6197.2209.1221.3——————190.9202.9215.0212.1224.7237.4236.2249.5262.8——————214.0226.8239.7238.7252.3266.0264.8279.1293.4——————254.6269.0283.4282.2397.1312.2311.3327.0342.6——————298.2313.5328.5328.1344.1360.1359.8376.5393.1——————405.2423.4441.7442.9462.0481.0494.0514.0534.0——————480.3500.7521.2535.3556.9578.3592.8615.4638.0——————549.0572.2595.4623.5648.1672.7701.6727.6753.6——————651.2677.1703.0734.7762.1789.5821.3850.3879.3——————767.4797.2827.0839.3870.5901.4933.8966.5999.2——————1038.41074.01109.61148.61186.01223.41270.81309.91349.0——————;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号10;..序项目号规格GQZ-15000GQZ-17500GQZ-20000GQZ-22500GQZ-25000GQZ-27500GQZ-30000GQZ-32500GQZ-35000GQZ-37500GQZ-40000GQZ-45000GQZ-50000

续表-1（四）GQZ系列桥梁球型支座（SX）双向活动支座主要尺寸(mm)H地脚螺总重量（㎏）θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06栓底柱θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3188192196200204φ80×3521303.81343.71383.51457.91499.91541.81588.81632.51676.31803.81831.91891.41946.61994.42056.8（201）（205）199201205209214φ90×4001581.71626.21670.81726.51772.91819.41903.21952.01951.32128.12179.22245.52347.02415.92470.4（206）（210）（215）214216221224229φ90×4001942.41993.12043.82145.52198.52251.82384.82440.52496.22643.82702.32760.82895.62956.73017.7221223227232238φ90×4002371.02427.92484.82593.52652.92712.32880.02942.43004.73149.43214.53279.13480.43548.53616.6232236241247250φ100×4002553.42612.82672.22920.43014.23078.13270.03336.93403.83619.03689.13759.13947.24020.24093.4243245251254261φ100×4003084.23150.33216.53339.13407.93476.83702.03774.23846.34043.14118.64193.94493.14572.14650.6255258262268273φ100×4003516.73587.93659.13809.03882.13956.24175.24252.64329.94633.94715.24796.55049.95134.55219.2267270274281286φ110×4603936.54011.34086.14241.54328.64416.24648.64730.04811.35122.15207.55293.05604.15693.15782.1277279286291296φ110×4604369.74451.74533.64729.14814.24899.35199.35288.35377.15688.05780.55873.16238.16334.86431.5286289293302307φ110×4604897.84988.35078.95315.05409.45503.85774.05872.35970.66350.86453.46556.07038.37145.97253.5297300304310315φ120×4805629.55727.95826.36022.46124.36226.16488.76595.16701.57272.17383.67495.27899.88016.08132.1323324329334344φ120×4806709.86819.86929.77125.37239.17352.77781.67900.28018.98535.78659.98784.09417.79547.39677.0342344346354363φ124×5207833.07953.08073.08385.98510.48635.09057.39186.99316.49951.610086.810223.110905.011046.011187.129GQZ-55000361363366373381φ124×5208846.98976.09105.19509.39643.19776.810354.010493.610633.311809.811955.412101.112334.612486.212637.730GQZ-60000379381385393400φ128×56010132.610273.410414.110806.210951.811097.311759.111910.912067.312931.913090.713247.414130.314295.914461.5;..中交公路规划设计院有限企业名称GQZ-SX球型支座主要尺寸表图号11;..;..;..中交公路规划设计院有限企业名称GQZ-DX球型支座组装表示图图号12;..表-2（一）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)纵向位移量A序项目θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±50±100±150420520620440540640450550650——————2GQZ-1500±50±100±150470570670480580680500600700——————3GQZ-2000±50±100±150510610710540640740550650750——————4GQZ-2500±50±100±150560660760580680780610710810——————5GQZ-3000±50±100±150590690790620720820650750850——————6GQZ-3500±50±100±150630730830660760860690790890——————7GQZ-4000±50±100±150650750850680780880710810910——————8GQZ-4500±50±100±150690790890720820920750850950——————9GQZ-5000±100±150±200810910101084094010408709701070——————10GQZ-6000±100±150±20089099010909201020112096010601160——————11GQZ-7000±100±150±2009301030113097010701170101011101210——————12GQZ-8000±100±150±20096010601160101011101210106011601260——————13GQZ-9000±100±150±200101011101210106011601260111012101310——————14GQZ-10000±100±150±200105011501250109011901290114012401340——————15GQZ-12500±100±150±200113012301339118012801380123013301430——————;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号13;..续表-2（一）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)纵向位移量A序项目θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06号规格E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±100±150±20012001300140012601360146013101410151013701470157014201520162017GQZ-17500±100±150±20012801380148013301430153013901490159014501550165015101610171018GQZ-20000±150±200±25014401540164015001600170015601660176016301730183016901790189019GQZ-22500±150±200±25015401640174016001700180016701770187017301830193018001900200020GQZ-25000±150±200±25015501650175016501750185017201820192017901890199018601960206021GQZ-27500±150±200±25016501750185017101810191017801880198018501950205019302030213022GQZ-30000±150±200±25017101810191017701870197018401940204019202020212019902090219023GQZ-32500±150±200±25017801880198018401940204019102010211019802080218020602160226024GQZ-35000±150±200±25018201920202018901990209019602060216020402140224021202220232025GQZ-37500±150±200±25018701970207019402040214020102110221020902190229021802280238026GQZ-40000±200±250±30020402140224021002200230021802280238022702370247023502450255027GQZ-45000±200±250±30021202220232021802280238022602360246023502450255024402540264028GQZ-50000±200±250±30022102310241022802380248023602460256024502550265025402640274029GQZ-55000±200±250±30022802380248023502450255024402540264025302630273026202720282030GQZ-60000±200±250±300236024602560243025302630252026202720262027202820272028202920;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号14;..表-2（二）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)序项目横向BA1位移号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06eE1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±3356376386——360460560380480580390490590——————2GQZ-1500±3406416436——410510610420520620440540640——————3GQZ-2000±3456486496——450550650480580680490590690——————4GQZ-2500±3506526556——500600700520620720550650750——————5GQZ-3000±3546576606——520620720550650750580680780——————6GQZ-3500±3586616646——560660760590690790620720820——————7GQZ-4000±3616646676——580680780610710810640740840——————8GQZ-4500±3656686716——620720820650750850680780880——————9GQZ-5000±3696726756——720820920750850950780880980——————10GQZ-6000±3776806846——800900100083093010308709701070——————11GQZ-7000±3826866906——8409401040880980108092010201120——————12GQZ-8000±3846896946——86096010609101010111096010601160——————13GQZ-9000±39169661016——9101010111096010601160101011101210——————14GQZ-10000±39569961046——9501050115099010901190104011401240——————15GQZ-12500±3105611061156——102011201220107011701270112012201320——————;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号15;..续表-2（二）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)序项目横向BA1位移号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06eE1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±31126118612361296134610901190129011501250135012001300140012601360146013101410151017GQZ-17500±31216126613261386144611601260136012101310141012701370147013301430153013901490159018GQZ-20000±31276133613961466152613201420152013801480158014401540164015101610171015701670177019GQZ-22500±31396145615261586165614201520162014801580168015501650175016101710181016801780188020GQZ-25000±31406150615761646171614201520162015201620172015901690179016601760186017301830193021GQZ-27500±31516157616461716179615201620172015801680178016501750185017201820192018001900200022GQZ-30000±31578163817081788185815801680178016401740184017101810191017901890199018601960206023GQZ-32500±31658171817881858193816401740184017001800190017701870197018401940204019202020212024GQZ-35000±31698176818381918199816801780188017501850195018201920202019002000210019802080218025GQZ-37500±31758182818981978206817301830193018001900200018701970207019502050215020402140224026GQZ-40000±31838189819782068214818901990209019502050215020302130223021202220232022002300240027GQZ-45000±31938199820782168225819702070217020302130223021102210231022002300240022902390249028GQZ-50000±32028209821782268235820502150225021202220232022002300240022902390249023802480258029GQZ-55000±32118218822782368245821202220232021902290239022802380248023702470257024602560266030GQZ-60000±321982268235824582558219022902390226023602460235024502550245025502650255026502750;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号16;..序项目号规格GQZ-1000GQZ-1500GQZ-2000GQZ-2500GQZ-3000GQZ-3500GQZ-4000GQZ-4500GQZ-5000GQZ-6000GQZ-7000GQZ-8000GQZ-9000GQZ-10000

表-2（三）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)B1C、DC1、D1(C1/D1)θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1~E3E1~E3276296306——300320330——260/220260/220260/220280/240280/240280/240290/250290/250290/250——326336356——350360380——310/270310/270310/270320/280320/280320/280340/300340/300340/300——366396406——390420430——350/300350/300350/300380/330380/330380/330390/340390/340390/340——436436466——440460490——380380/350380/350400400/370400/370430430/400430/400——476466496——470500530——400400/360400/360430430/390430/390460460/420460/420——516506536——510540570——440440440/400470470470/430500500500/460——546526556——530560590——460460460/410490490490/440520520520/470——586616596——570600630——500500500/450530530530/480560560560——606636666——590620650——500500/440500/440530530530/470560560560/500——686716756——670700740——580580580/520610610610/550650650650——736776816——710750790——620620620/560660660660700700700——746796846——740790840——640640640690690690740740740——816866916——790840890——690690690740740740790790790——856896946——830870920——730730730770770770820820820——15GQZ-125009469961046——9109601010——800800800850850850900900900——;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号17;..续表-2（三）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)序项目B1C、DC1、D1号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06θ=0.02θ=0.03θ=0.04θ=0.05θ=0.0616GQZ-150001016107611261186123698010401090115012008709309801040109017GQZ-17500109611461206126613261060111011701230129094099010501110117018GQZ-2000011561216127613461406112011801240131013701000106011201190125019GQZ-2250012761336140614661536122012801350141014801100116012301290136020GQZ-2500012761376144615161586123013301400147015401100120012701340141021GQZ-2750013861446151615861666133013901460153016101200126013301400148022GQZ-3000014481508157616581728139014501520160016701260132013901470154023GQZ-3250015181578164817281798146015201590166017401320138014501520160024GQZ-3500015581628169817781858150015701640172018001360143015001580166025GQZ-3750016181688175818381928155016201690177018601410148015501630172026GQZ-4000016881748182819182008162016801760185019301470153016101700178027GQZ-4500017881848192820182108170017601840193020201550161016901780187028GQZ-5000018681938201821082198179018601940203021201630170017801870196029GQZ-5500019582028211822082298186019302020211022001700177018601950204030GQZ-60000202820982188228823881940201021002200230017701840193020302130;..中交公路规划设计院有限企业名称GQZ-DX球型支座主要尺寸表图号18;..表-2（四）GQZ系列桥梁球型支座（DX）单向活动支座主要尺寸(mm)H序项目地脚螺栓号规格θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06底柱1GQZ-1000838485——φ42×2522GQZ-1500868788——φ42×2523GQZ-2000919293——φ42×2524GQZ-2500969799——φ42×2525GQZ-3000100102103——φ46×2606GQZ-3500105106108——φ46×2607GQZ-4000109111113——φ46×2608GQZ-4500113115117——φ46×2609GQZ-5000117119121——φ58×30010GQZ-6000125127130——φ58×30011GQZ-7000132134137——φ58×30012GQZ-8000139141143——φ70×35213GQZ-9000145147149——φ70×35214GQZ-10000152154156——φ70×352

总重量（㎏）θ=0.02θ=0.03θ=0.04θ=0.05θ=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E363.471.178.970.678.786.874.883.091.3——————85.594.4103.390.399.4108.599.0108.5118.0——————113.2123.8134.3125.7139.3150.4131.4145.4156.7——————142.4158.0170.6153.9170.3183.3172.7190.4204.0——————171.1190.5205.3191.3212.3227.8212.7231.6251.3——————206.6226.0245.5227.9248.0269.1252.2273.0295.8——————233.2255.3278.3258.4281.3306.1284.6308.4335.2——————274.7297.6323.4302.5326.3354.0331.9356.5381.7——————377.4412.2440.2412.1444.7478.5448.2482.0518.2——————447.9478.7513.0486.3518.0554.8538.4571.5605.0——————530.1564.8606.7586.0622.0659.5644.8682.3721.3——————602.1640.3678.3677.4717.3757.0756.3797.9839.3—————