GQZ球型支座設(shè)計(jì)參數(shù)表

1、GQZ系列橋 梁 球 型 支 座 設(shè) 計(jì) 參 數(shù) 表設(shè)計(jì)承載力：100060000kN(執(zhí)行標(biāo)準(zhǔn)GB/T17955-2009)目 錄 名 稱圖號(hào)說明12GQZ-SX球型支座組裝示意圖3GQZ-SX球型支座主要設(shè)計(jì)參數(shù)表（表-1）411GQZ-DX球型支座組裝示意圖12GQZ-DX球型支座主要設(shè)計(jì)參數(shù)表（表-2）1320GQZ-GD球型支座組裝示意圖21GQZ-GD球型支座主要設(shè)計(jì)參數(shù)表（表-3）2225說 明一、本GQZ系列橋梁球型支座設(shè)計(jì)參數(shù)表系與國(guó)標(biāo)橋梁球型支座GB/T17955-2009配套產(chǎn)品，本參數(shù)表供生產(chǎn)廠家發(fā)布GQZ系列產(chǎn)品信息使用，以方便橋梁設(shè)計(jì)人員選型。二、GQZ系列支座的代

2、號(hào)舉例：E=±100e=±40SXGQZ-10000= 0.03 表示支座設(shè)計(jì)轉(zhuǎn)角為0.03 rad E表示支座設(shè)計(jì)縱向位移為±100mm e表示支座橫向位移為±40mm 使用性能分類為SX表示雙向活動(dòng)支座 表示支座代號(hào)GQZ及承載力為10000kN，寫作：GQZ-10000SX/E±100/e±40/= 0.03本例表示GQZ系列橋梁球型支座承載力為10000kN，縱向位移±100mm，橫向位移±40mm，轉(zhuǎn)角為0.03rad的雙向活動(dòng)球形支座。三、GQZ系列支座的主要技術(shù)性能1、支座豎向承載力分為30級(jí)，100

3、0、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、支座設(shè)計(jì)轉(zhuǎn)角分為0.02、0.03、0.04、0.05、0.06rad五級(jí)。3、支座設(shè)計(jì)位移量：縱向位移：10004500kN， E1=±50、E2 =±100、E3 =±150mm；500017500kN， E1 =±10

4、0、E2 =±150、E3 =±200mm；中交公路規(guī)劃設(shè)計(jì)院有限公司名稱說 明圖號(hào)1 2000037500kN，E1 =±150、E2 =±200、E3 =±250mm； 4000060000kN，E1 =±200、E2 =±250、E3 =±300mm。橫向位移：SX（雙向活動(dòng)支座），10009000kN，e=±20mm， 1000060000kN，e=±40mmDX（單向活動(dòng)支座）e=±3mm。支座縱向、橫向位移量還可根據(jù)實(shí)際需要進(jìn)行調(diào)整。4、支座可承受的水平力：?jiǎn)蜗蚧顒?dòng)支座（D

5、X）及固定支座（GD）在非滑移方向的水平力均不小于支座設(shè)計(jì)承載力的10%。四、GQZ系列支座安裝：1、采用本系列支座時(shí)，安裝支座的墊石混凝土強(qiáng)度等級(jí)不得低于C40級(jí)。2、安裝支座處應(yīng)設(shè)置支座墊石，墊石尺寸應(yīng)按局部承壓計(jì)算，其長(zhǎng)度、寬度比支座底板尺寸大100mm以上，高度不小于100mm，且應(yīng)布置鋼筋。并按支座底板地腳螺栓間距與底柱規(guī)格預(yù)留螺栓孔位置。若采用預(yù)埋鋼板焊接連接時(shí)，支座就位后，用對(duì)稱斷續(xù)方式焊接，焊接過程中應(yīng)防止支座鋼體溫度過高，防止變形、燒壞聚四氟乙烯板等。3、支座安裝標(biāo)高應(yīng)符合設(shè)計(jì)要求?？刂茐|石頂面標(biāo)高時(shí)要注意預(yù)留支座底板下專用砂漿墊層厚度。支座支承面四角高差不得大于1mm。4、

6、支座安裝前方可開箱，并檢查支座各部件及配件清單。支座安裝前不允許隨意拆卸固定件。5、支座安裝的注意事項(xiàng)：1）支座安裝位置劃出中心十字，支座順橋方向的中心線應(yīng)與主梁順橋向中心線平行。2）活動(dòng)支座的上頂板與下底盆順橋方向的中心線應(yīng)重合。3）支座安裝過程中，不得松開上頂板與下底盆的連接固定板，以防止發(fā)生過大的轉(zhuǎn)角而傾覆。待支座安裝完成后再拆除連接板，以防約束梁體的正常位移與轉(zhuǎn)動(dòng)。4）檢查不銹鋼板外露面是否清潔，在運(yùn)輸、儲(chǔ)存、安裝過程中涂裝是否碰掉，發(fā)現(xiàn)問題應(yīng)及時(shí)清潔及補(bǔ)刷涂裝，然后安裝防塵設(shè)施。6、支座安裝還應(yīng)滿足現(xiàn)行橋梁施工規(guī)范的相關(guān)規(guī)定。支座使用期間，應(yīng)按養(yǎng)護(hù)規(guī)范的有關(guān)規(guī)定定期進(jìn)行檢查及養(yǎng)護(hù)。中

7、交公路規(guī)劃設(shè)計(jì)院有限公司名稱說 明圖號(hào)2中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座組裝示意圖圖號(hào)3表-1（一） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)格縱向位移量A=0.02=0.03=0.04=0.05=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±50±100±1504205206204405406404505506502GQZ-1500±50±100±1504705706704805806805006007003GQZ-2000

8、7;50±100±1505106107105406407405506507504GQZ-2500±50±100±1505606607605806807806107108105GQZ-3000±50±100±1505906907906207208206507508506GQZ-3500±50±100±1506307308306607608606907908907GQZ-4000±50±100±1506507508506807808807108109108GQ

9、Z-4500±50±100±1506907908907208209207508509509GQZ-5000±100±150±20081091010108409401040870970107010GQZ-6000±100±150±2008909901090920102011209601060116011GQZ-7000±100±150±200930103011309701070117010101110121012GQZ-8000±100±150±2

10、009601060116010101110121010601160126013GQZ-9000±100±150±20010101110121010601160126011101210131014GQZ-10000±100±150±20010501150125010901190129011401240134015GQZ-12500±100±150±200113012301339118012801380123013301430中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)4續(xù)表-1（一） G

11、QZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)格縱向位移量A=0.02=0.03=0.04=0.05=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±100±150±20012001300140012601360146013101410151013701470157014201520162017GQZ-17500±100±150±20012801380148013301430153013901490159014501550165015101610171018

12、GQZ-20000±150±200±25014401540164015001600170015601660176016301730183016901790189019GQZ-22500±150±200±25015401640174016001700180016701770187017301830193018001900200020GQZ-25000±150±200±25015501650175016501750185017201820192017901890199018601960206021GQZ-27

13、500±150±200±25016501750185017101810191017801880198018501950205019302030213022GQZ-30000±150±200±25017101810191017701870197018401940204019202020212019902090219023GQZ-32500±150±200±25017801880198018401940204019102010211019802080218020602160226024GQZ-35000

14、77;150±200±25018201920202018901990209019602060216020402140224021202220232025GQZ-37500±150±200±25018701970207019402040214020102110221020902190229021802280238026GQZ-40000±200±250±30020402140224021002200230021802280238022702370247023502450255027GQZ-45000±200

15、±250±30021202220232021802280238022602360246023502450255024402540264028GQZ-50000±200±250±30022102310241022802380248023602460256024502550265025402640274029GQZ-55000±200±250±30022802380248023502450255024402540264025302630273026202720282030GQZ-60000±200±

16、250±300236024602560243025302630252026202720262027202820272028202920中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)5表-1（二） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)格橫向位移eBA1=0.02=0.03=0.04=0.05=0.06=0.02=0.03=0.04=0.05=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-1000±203603803903604605603804805803904905902GQZ-1500&#

17、177;204104204404105106104205206204405406403GQZ-2000±204504804904505506504805806804905906904GQZ-2500±205005205505006007005206207205506507505GQZ-3000±205305605905206207205506507505806807806GQZ-3500±205706006305606607605906907906207208207GQZ-4000±2059062065058068078061071081064

18、07408408GQZ-4500±206306606906207208206507508506807808809GQZ-5000±2065068071072082092075085095078088098010GQZ-6000±2073076080080090010008309301030870970107011GQZ-7000±20770810850840940104088098010809201020112012GQZ-8000±208008509008609601060910101011109601060116013GQZ-9000

19、77;20850900950910101011109601060116010101110121014GQZ-10000±409309701020950105011509901090119010401140124015GQZ-12500±40101010601110102011201220107011701270112012201320中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)6續(xù)表-1（二） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)格橫向位移eBA1=0.02=0.03=0.04=0.05=0.06=0.02=0.03=0

20、.04=0.05=0.06E1E2E3E1E2E3E1E2E3E1E2E3E1E2E316GQZ-15000±401080114011901250130010901190129011501250135012001300140012601360146013101410151017GQZ-17500±401160121012701330139011601260136012101310141012701370147013301430153013901490159018GQZ-20000±401220128013401410147013201420152013801480

21、158014401540164015101610171015701670177019GQZ-22500±401320138014501510158014201520162014801580168015501650175016101710181016801780188020GQZ-25000±401330143015001570164014201520162015201620172015901690179016601760186017301830193021GQZ-27500±401430149015601630171015201620172015801680178

22、016501750185017201820192018001900200022GQZ-30000±401490155016201700177015801680178016401740184017101810191017901890199018601960206023GQZ-32500±401560162016901760184016401740184017001800190017701870197018401940204019202020212024GQZ-35000±401600167017401820190016801780188017501850195018

23、201920202019002000210019802080218025GQZ-37500±401650172017901870196017301830193018001900200018701970207019502050215020402140224026GQZ-40000±401720178018601950203018901990209019502050215020302130223021202220232022002300240027GQZ-45000±401800186019402030212019702070217020302130223021102

24、210231022002300240022902390249028GQZ-50000±401890196020402130222020502150225021202220232022002300240022902390249023802480258029GQZ-55000±401960203021202210230021202220232021902290239022802380248023702470257024602560266030GQZ-60000±402040211022002300240021902290239022602360246023502450

25、2550245025502650255026502750中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)7表-1（三） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)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-20003904204303904204303303603704GQ

26、Z-25004404604904404604903804004305GQZ-30004604905204705005304004304606GQZ-35005005305605105405704404705007GQZ-40005205505805305605904604905208GQZ-45005605906205706006305005305609GQZ-500056059062059062065050053056010GQZ-600064067071067070074058061065011GQZ-700068072076071075079062066070012GQZ-8000700

27、75080074079084064069074013GQZ-900075080085079084089069074079014GQZ-1000083087092083087092073077082015GQZ-1250090095010009109601010800850900中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)8續(xù)表-1（三） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)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=0.0

28、616GQZ-15000970103010801140119098010401090115012008709309801040109017GQZ-17500104010901150121012701060111011701230129094099010501110117018GQZ-2000011001160122012901350112011801240131013701000106011201190125019GQZ-2250012001260133013901460122012801350141014801100116012301290136020GQZ-2500012001300137

29、014401510123013301400147015401100120012701340141021GQZ-2750013001360143015001580133013901460153016101240126013301400148022GQZ-3000013601420149015701640139014501520160016701260132013901470154023GQZ-3250014201480155016201700146015201590166017401320138014501520160024GQZ-35000146015301600168017601500157

30、01640172018001360143015001580166025GQZ-3750015101580165017301820155016201690177018601410148015501630172026GQZ-4000015701630171018001880162016801760185019301470153016101700178027GQZ-4500016501710179018801970170017601840193020201550161016901780187028GQZ-500001730180018801970206017901860194020302120163

31、0170017801870196029GQZ-5500018001870196020502140186019302020211022001700177018601950204030GQZ-60000187019402030213022301940201021002200230017701840193020302130中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)9表-1（四） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目規(guī)格H地腳螺栓底柱總重量（）=0.02=0.03=0.04=0.05=0.06=0.02=0.03=0.04=0.05=0.06E1E

32、2E3E1E2E3E1E2E3E1E2E3E1E2E31GQZ-100083848542×25255.661.867.962.569.075.466.673.279.92GQZ-150086878842×25276.683.991.281.388.996.589.797.6105.43GQZ-200091929342×25299.6108.0116.5114.1123.1132.0119.5128.7137.94GQZ-250096979942×252131.4141.1150.8142.8152.8162.9161.7172.4183.15GQZ-30

33、0010010210346×260155.8166.6177.4175.7187.2198.6197.2209.1221.36GQZ-350010510610846×260190.9202.9215.0212.1224.7237.4236.2249.5262.87GQZ-400010911111346×260214.0226.8239.7238.7252.3266.0264.8279.1293.48GQZ-450011311511746×260254.6269.0283.4282.2397.1312.2311.3327.0342.69GQZ-500011

34、711912158×300298.2313.5328.5328.1344.1360.1359.8376.5393.110GQZ-600012512713058×300405.2423.4441.7442.9462.0481.0494.0514.0534.011GQZ-700013213413758×300480.3500.7521.2535.3556.9578.3592.8615.4638.012GQZ-800013914114370×352549.0572.2595.4623.5648.1672.7701.6727.6753.613GQZ-900014

35、514714970×352651.2677.1703.0734.7762.1789.5821.3850.3879.314GQZ-1000015215415670×352767.4797.2827.0839.3870.5901.4933.8966.5999.215GQZ-1250017317517780×3521038.41074.01109.61148.61186.01223.41270.81309.91349.0中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX球型支座主要尺寸表圖號(hào)10續(xù)表-1（四） GQZ系列橋梁球型支座（SX）雙向活動(dòng)支座主要尺寸(mm)序號(hào) 項(xiàng)目

36、規(guī)格H地腳螺栓底柱總重量（）=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（210）214（215）90×4001581.71626.21670.

37、81726.51772.91819.41903.21952.01951.32128.12179.22245.52347.02415.92470.418GQZ-2000021421622122422990×4001942.41993.12043.82145.52198.52251.82384.82440.52496.22643.82702.32760.82895.62956.73017.719GQZ-2250022122322723223890×4002371.02427.92484.82593.52652.92712.32880.02942.43004.73149.4321

38、4.53279.13480.43548.53616.620GQZ-25000232236241247250100×4002553.42612.82672.22920.43014.23078.13270.03336.93403.83619.03689.13759.13947.24020.24093.421GQZ-27500243245251254261100×4003084.23150.33216.53339.13407.93476.83702.03774.23846.34043.14118.64193.94493.14572.14650.622GQZ-30000255258

39、262268273100×4003516.73587.93659.13809.03882.13956.24175.24252.64329.94633.94715.24796.55049.95134.55219.223GQZ-32500267270274281286110×4603936.54011.34086.14241.54328.64416.24648.64730.04811.35122.15207.55293.05604.15693.15782.124GQZ-35000277279286291296110×4604369.74451.74533.64729.

40、14814.24899.35199.35288.35377.15688.05780.55873.16238.16334.86431.525GQZ-37500286289293302307110×4604897.84988.35078.95315.05409.45503.85774.05872.35970.66350.86453.46556.07038.37145.97253.526GQZ-40000297300304310315120×4805629.55727.95826.36022.46124.36226.16488.76595.16701.57272.17383.67495.27899.88016.08132.127GQZ-45000323324329334344120×4806709.86819.86929.77125.37239.17352.77781.67900.28018.98535.78659.98784.09417.79547.39677.028GQZ-50000342344346354363124×5207833.07953.08073.08385.98510.