GQZ球型支座设计参数表_第1页
GQZ球型支座设计参数表_第2页
GQZ球型支座设计参数表_第3页
GQZ球型支座设计参数表_第4页
GQZ球型支座设计参数表_第5页
免费预览已结束,剩余31页可下载查看

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

1、GQZ 系列桥梁球型支座设计参数表设计承载力:1000 60000kN(执行标准GB/T17955-2009)名称图号说明1 2GQZ-SX 球型支座组装示意图3GQZ-SX 球型支座主要设计参数表(表-1 )4 11GQZ-DX 球型支座组装示意图12GQZ-DX 球型支座主要设计参数表(表-2)13 20GQZ-GD 球型支座组装示意图21GQZ-GD 球型支座主要设计参数表(表-3)22 25录一、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发布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

2、的代号举例: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。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、 60000k

3、N 。2、支座设计转角 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:10004500kN ,E1=± 50、 E2 = ± 100、 E3 = ± 150mm ;500017500kN, E1 =±100、 E2 =±150、 E3 =±200mm;中交公路规划设计院有限公司名称说 明图号1支座纵向、横向位移量还可根据实际需要进行调整。2000037500kN ,4000060000kN ,横向位移:SX(双向活动支座)DX(单向活动支座)E1 = ±150、 E2

4、 = ± 200、 E3 = ±250mm;E1 = ±200、 E2 = ± 250、 E3 = ±300mm。1000 9000kN , e=± 20mm,10000 60000kN , e=± 40mme=± 3mm。名称说明410%。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GQZ 系列支座安装:1、采用本系列支座时,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

5、寸大100mm 以上,高度不小于100mm,且应布置钢筋。并按支座底板地脚螺栓间距与底柱规格预留螺栓孔位置。若采用预埋钢板焊接连接时,支座就位后,用对称断续方式焊接,焊接过程中应防止支座钢体温度过高,防止变形、烧坏聚四氟乙烯板等。3、支座安装标高应符合设计要求。控制垫石顶面标高时要注意预留支座底板下专用砂浆垫层厚度。支座支承面四角高差不得大于1mm。4、支座安装前方可开箱,并检查支座各部件及配件清单。支座安装前不允许随意拆卸固定件。5、支座安装的注意事项:1)支座安装位置划出中心十字,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

6、过程中,不得松开上顶板与下底盆的连接固定板,以防止发生过大的转角而倾覆。待支座安装完成后再拆除连接板,以防约束梁体的正常位移 与转动。4)检查不锈钢板外露面是否清洁,在运输、储存、安装过程中涂装是否碰掉,发现问题应及时清洁及补刷涂装,然后安装防尘设施。6、支座安装还应满足现行桥梁施工规范的相关规定。支座使用期间,应按养护规范的有关规定定期进行检查及养护。名称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)序 号项目 规格纵向位移量A =0.02 =0.03 =0.04 =0.05 =0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31G

7、QZ-1000± 50± 100± 1504205206204405406404505506502GQZ-1500± 50± 100± 1504705706704805806805006007003GQZ-2000± 50± 100± 1505106107105406407405506507504GQZ-2500± 50± 100± 1505606607605806807806107108105GQZ-3000± 50± 100± 1505906

8、907906207208206507508506GQZ-3500± 50± 100± 1506307308306607608606907908907GQZ-4000± 50± 100± 1506507508506807808807108109108GQZ-4500± 50± 100± 1506907908907208209207508509509GQZ-5000± 100± 150± 20081091010108409401040870970107010GQZ-6000

9、77; 100± 150± 2008909901090920102011209601060116011GQZ-7000± 100± 150± 200930103011309701070117010101110121012GQZ-8000± 100± 150± 2009601060116010101110121010601160126013GQZ-9000± 100± 150± 20010101110121010601160126011101210131014GQZ-10000±

10、; 100± 150± 20010501150125010901190129011401240134015GQZ-12500± 100± 150± 200113012301339118012801380123013301430中交公路规划设计院有限公司名称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)序 号项目 规格纵向位移量A =0.02 =0.03 =0.04 =0.05= 0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000

11、± 100± 150± 20012001300140012601360146013101410151013701470157014201520162017GQZ-17500± 100± 150± 20012801380148013301430153013901490159014501550165015101610171018GQZ-20000± 150± 200± 25014401540164015001600170015601660176016301730183016901790189019GQZ-22

12、500± 150± 200± 25015401640174016001700180016701770187017301830193018001900200020GQZ-25000± 150± 200± 25015501650175016501750185017201820192017901890199018601960206021GQZ-27500± 150± 200± 25016501750185017101810191017801880198018501950205019302030213022GQZ

13、-30000± 150± 200± 25017101810191017701870197018401940204019202020212019902090219023GQZ-32500± 150± 200± 25017801880198018401940204019102010211019802080218020602160226024GQZ-35000± 150± 200± 25018201920202018901990209019602060216020402140224021202220232025

14、GQZ-37500± 150± 200± 25018701970207019402040214020102110221020902190229021802280238026GQZ-40000± 200± 250± 30020402140224021002200230021802280238022702370247023502450255027GQZ-45000± 200± 250± 30021202220232021802280238022602360246023502450255024402540264

15、028GQZ-50000± 200± 250± 30022102310241022802380248023602460256024502550265025402640274029GQZ-55000± 200± 250± 30022802380248023502450255024402540264025302630273026202720282030GQZ-60000± 200± 250± 30023602460256024302530263025202620272026202720282027202820

16、2920中交公路规划设计院有限公司名称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)序 号项目 规格横向位移 eBA1 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000± 203603803903604605603804805803904905902GQZ-1500± 204104204404105106104205206204405406403GQZ-2000&

17、#177; 204504804904505506504805806804905906904GQZ-2500± 205005205505006007005206207205506507505GQZ-3000± 205305605905206207205506507505806807806GQZ-3500± 205706006305606607605906907906207208207GQZ-4000± 205906206505806807806107108106407408408GQZ-4500± 206306606906207208206507

18、508506807808809GQZ-5000± 2065068071072082092075085095078088098010GQZ-6000± 2073076080080090010008309301030870970107011GQZ-7000± 20770810850840940104088098010809201020112012GQZ-8000± 208008509008609601060910101011109601060116013GQZ-9000± 20850900950910101011109601060116010101

19、110121014GQZ-10000± 409309701020950105011509901090119010401140124015GQZ-12500± 40101010601110102011201220107011701270112012201320中交公路规划设计院有限公司名称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)序 号项目 规格横向位移eBA1 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.06E1E2E3E1E2E3E1

20、E2E3E1E2E3E1E2E316GQZ-15000± 401080114011901250130010901190129011501250135012001300140012601360146013101410151017GQZ-17500± 401160121012701330139011601260136012101310141012701370147013301430153013901490159018GQZ-20000± 401220128013401410147013201420152013801480158014401540164015101610

21、171015701670177019GQZ-22500± 401320138014501510158014201520162014801580168015501650175016101710181016801780188020GQZ-25000± 401330143015001570164014201520162015201620172015901690179016601760186017301830193021GQZ-27500± 401430149015601630171015201620172015801680178016501750185017201820

22、192018001900200022GQZ-30000± 401490155016201700177015801680178016401740184017101810191017901890199018601960206023GQZ-32500± 401560162016901760184016401740184017001800190017701870197018401940204019202020212024GQZ-35000± 401600167017401820190016801780188017501850195018201920202019002000

23、210019802080218025GQZ-37500± 401650172017901870196017301830193018001900200018701970207019502050215020402140224026GQZ-40000± 401720178018601950203018901990209019502050215020302130223021202220232022002300240027GQZ-45000± 401800186019402030212019702070217020302130223021102210231022002300

24、240022902390249028GQZ-50000± 401890196020402130222020502150225021202220232022002300240022902390249023802480258029GQZ-55000± 401960203021202210230021202220232021902290239022802380248023702470257024602560266030GQZ-60000± 402040211022002300240021902290239022602360246023502450255024502550

25、2650255026502750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 号项目 规格B1C、 DC1、D1 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.061GQZ-10003003203303003203302402602702GQZ-15003503603803503603802903003203GQZ-20003904204303904204303303603704GQZ-2500

26、4404604904404604903804004305GQZ-30004604905204705005304004304606GQZ-35005005305605105405704404705007GQZ-40005205505805305605904604905208GQZ-45005605906205706006305005305609GQZ-500056059062059062065050053056010GQZ-600064067071067070074058061065011GQZ-700068072076071075079062066070012GQZ-8000700750800

27、74079084064069074013GQZ-900075080085079084089069074079014GQZ-1000083087092083087092073077082015GQZ-1250090095010009109601010800850900中交公路规划设计院有限公司名称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 号项目 规格B1C、 DC1 、 D1 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0

28、.04 =0.05 =0.0616GQZ-15000970103010801140119098010401090115012008709309801040109017GQZ-17500104010901150121012701060111011701230129094099010501110117018GQZ-2000011001160122012901350112011801240131013701000106011201190125019GQZ-2250012001260133013901460122012801350141014801100116012301290136020GQZ-25

29、00012001300137014401510123013301400147015401100120012701340141021GQZ-2750013001360143015001580133013901460153016101240126013301400148022GQZ-3000013601420149015701640139014501520160016701260132013901470154023GQZ-3250014201480155016201700146015201590166017401320138014501520160024GQZ-350001460153016001

30、6801760150015701640172018001360143015001580166025GQZ-3750015101580165017301820155016201690177018601410148015501630172026GQZ-4000015701630171018001880162016801760185019301470153016101700178027GQZ-4500016501710179018801970170017601840193020201550161016901780187028GQZ-5000017301800188019702060179018601

31、940203021201630170017801870196029GQZ-5500018001870196020502140186019302020211022001700177018601950204030GQZ-60000187019402030213022301940201021002200230017701840193020302130中交公路规划设计院有限公司名称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)序 号项目 规格H地脚螺栓底柱总重量() =0.02 =0.03 =0.04 =0.05 =0.06 =0.02

32、 =0.03 =0.04 =0.05 =0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000838485 42× 25255.661.867.962.569.075.466.673.279.92GQZ-1500868788 42× 25276.683.991.281.388.996.589.797.6105.43GQZ-2000919293 42× 25299.6108.0116.5114.1123.1132.0119.5128.7137.94GQZ-2500969799 42× 252131.4141.1150.814

33、2.8152.8162.9161.7172.4183.15GQZ-3000100102103 46× 260155.8166.6177.4175.7187.2198.6197.2209.1221.36GQZ-3500105106108 46× 260190.9202.9215.0212.1224.7237.4236.2249.5262.87GQZ-4000109111113 46× 260214.0226.8239.7238.7252.3266.0264.8279.1293.48GQZ-4500113115117 46× 260254.6269.0283

34、.4282.2397.1312.2311.3327.0342.69GQZ-5000117119121 58× 300298.2313.5328.5328.1344.1360.1359.8376.5393.110GQZ-6000125127130 58× 300405.2423.4441.7442.9462.0481.0494.0514.0534.011GQZ-7000132134137 58× 300480.3500.7521.2535.3556.9578.3592.8615.4638.012GQZ-8000139141143 70× 352549.05

35、72.2595.4623.5648.1672.7701.6727.6753.613GQZ-9000145147149 70× 352651.2677.1703.0734.7762.1789.5821.3850.3879.314GQZ-10000152154156 70× 352767.4797.2827.0839.3870.5901.4933.8966.5999.215GQZ-12500173175177 80× 3521038.41074.01109.61148.61186.01223.41270.81309.91349.0续表-1(四)GQZ系列桥梁球型支座(

36、SX)双向活动支座主要尺寸(mm)序 号项目 规格H地脚螺 栓底柱总重量() =0.02 =0.03 =0.04 =0.05 =0.06 =0.02 =0.03 =0.04 =0.05 =0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000188192196200( 201)204( 205) 80× 3521303.81343.71383.51457.91499.91541.81588.81632.51676.31803.81831.91891.41946.61994.42056.817GQZ-17500199201205( 206)209(

37、210)214( 215) 90× 4001581.71626.21670.81726.51772.91819.41903.21952.01951.32128.12179.22245.52347.02415.92470.418GQZ-20000214216221224229 90× 4001942.41993.12043.82145.52198.52251.82384.82440.52496.22643.82702.32760.82895.62956.73017.719GQZ-22500221223227232238 90× 4002371.02427.92484

38、.82593.52652.92712.32880.02942.43004.73149.43214.53279.13480.43548.53616.620GQZ-25000232236241247250 100× 4002553.42612.82672.22920.43014.23078.13270.03336.93403.83619.03689.13759.13947.24020.24093.421GQZ-27500243245251254261 100× 4003084.23150.33216.53339.13407.93476.83702.03774.23846.340

39、43.14118.64193.94493.14572.14650.622GQZ-30000255258262268273 100× 4003516.73587.93659.13809.03882.13956.24175.24252.64329.94633.94715.24796.55049.95134.55219.223GQZ-32500267270274281286 110× 4603936.54011.34086.14241.54328.64416.24648.64730.04811.35122.15207.55293.05604.15693.15782.124GQZ-

40、35000277279286291296 110× 4604369.74451.74533.64729.14814.24899.35199.35288.35377.15688.05780.55873.16238.16334.86431.525GQZ-37500286289293302307 110× 4604897.84988.35078.95315.05409.45503.85774.05872.35970.66350.86453.46556.07038.37145.97253.526GQZ-40000297300304310315 120× 4805629.5

41、5727.95826.36022.46124.36226.16488.76595.16701.57272.17383.67495.27899.88016.08132.127GQZ-45000323324329334344 120× 4806709.86819.86929.77125.37239.17352.77781.67900.28018.98535.78659.98784.09417.79547.39677.028GQZ-50000342344346354363 124× 5207833.07953.08073.08385.98510.48635.09057.39186.99316.49951.610086.810223.110905.011046.011187.129GQZ-55000361363366373381 124× 5208846.98976.09105.19509.39643.19776.8

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论