




版權(quán)說(shuō)明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
1、實(shí)用標(biāo)準(zhǔn)文案GQZI 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)精彩文檔名 稱圖號(hào)說(shuō)明12GQZ-SX求型支座組裝示意圖3GQZ-SX求型支座主要設(shè)計(jì)參數(shù)表(表-1)411GQZ-D減型支座組裝示意圖12GQZ-D減型支座主要設(shè)計(jì)參數(shù)表(表-2)13 20GQZ-G球型支座組裝示意圖21GQZ-G球型支座主要設(shè)計(jì)參數(shù)表(表-3)22 25說(shuō) 明一、本GQZ!(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!(列產(chǎn)品信息使用,以方便橋梁設(shè)計(jì)人員選型。二、GQZ!(列支座的代號(hào)
2、舉例:本例表示GQ繇列橋梁球型支座承載力為10000kN,縱向位移士 100mm橫向位移士 40mm轉(zhuǎn)角為0.03rad的雙向活動(dòng)球形支座。三、GQZ!(列支座的主要技術(shù)性能1、支座豎向承載力分為30 級(jí),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、支座設(shè)計(jì)轉(zhuǎn)角。分為 0.02、
3、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 = 150mm500017500kN, Ei =100、巳=150、E = 200mm中交公路規(guī)劃設(shè)計(jì)院有限公司名稱說(shuō)明圖號(hào)12000037500kN,Ei = 150、E2 = 200、E3 = 250mm4000060000kN,Ei = 200、E2 = 250、已= 300mm橫向位移:SX (雙向活動(dòng)支座),10009000kN, e=20mrm1000060000kN, e= 40mmDX (單向活動(dòng)支座) e= 3mm支座縱向、橫向位移量還可
4、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(DX)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!(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(guò)程中應(yīng)防止支座鋼體溫度過(guò)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
5、專用砂漿墊層厚度。支座支承面四角高差不得大于1mm4、支座安裝前方可開(kāi)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(guò)程中,不得松開(kāi)上頂板與下底盆的連接固定板,以防止發(fā)生過(guò)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(guò)程中涂裝是否碰掉,發(fā)現(xiàn)問(wèn)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
6、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)。中交公路規(guī)劃設(shè)計(jì)院有限公司名稱說(shuō)明圖號(hào)2實(shí)用標(biāo)準(zhǔn)文案實(shí)用標(biāo)準(zhǔn)文案中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX求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)規(guī)格、縱向位移量A9 =0.029 =0.039 =0.049 =0.059 =0.06EE2E3E1EE3E1E2E3E1E2日E1EE3EE2E31GQZ-1000+ 50+ 100+ 1504205206204405406404505506502GQZ-1500+ 50+ 100+ 1504705706704805806805006
7、007003GQZ-2000+ 50+ 100+ 1505106107105406407405506507504GQZ-2500+ 50+ 100+ 1505606607605806807806107108105GQZ-3000+ 50+ 100+ 1505906907906207208206507508506GQZ-3500+ 50+ 100+ 1506307308306607608606907908907GQZ-4000+ 50+ 100+ 1506507508506807808807108109108GQZ-4500+ 50+ 100+ 1506907908907208209207508
8、509509GQZ-5000+ 100+ 150+ 20081091010108409401040870970107010GQZ-6000+ 100+ 150+ 2008909901090920102011209601060116011GQZ-7000+ 100+ 150+ 200930103011309701070117010101110121012GQZ-8000+ 100+ 150+ 2009601060116010101110121010601160126013GQZ-9000+ 100+ 150+ 20010101110121010601160126011101210131014GQ
9、Z-10000+ 100+ 150+ 20010501150125010901190129011401240134015GQZ-12500+ 100+ 150+ 200113012301339118012801380123013301430精彩文檔續(xù)表-1 (一) GQZ系列橋梁球型支座(SK雙向活動(dòng)支座主要尺寸(mm)序號(hào)規(guī)格、縱向位移量A9 =0.029 =0.039 =0.049 =0.059 =0.06E1E2E3E1E2E3E1E2E3EE2EE1E2E3E1E2E316GQZ-15000+ 100+ 150+ 200120013001400126013601460131014101
10、51013701470157014201520162017GQZ-17500+ 100+ 150+ 20012801380148013301430153013901490159014501550165015101610171018GQZ-20000+ 150+ 200+ 25014401540164015001600170015601660176016301730183016901790189019GQZ-22500+ 150+ 200+ 25015401640174016001700180016701770187017301830193018001900200020GQZ-25000+ 15
11、0+ 200+ 25015501650175016501750185017201820192017901890199018601960206021GQZ-27500+ 150+ 200+ 25016501750185017101810191017801880198018501950205019302030213022GQZ-30000+ 150+ 200+ 25017101810191017701870197018401940204019202020212019902090219023GQZ-32500+ 150+ 200+ 2501780188019801840194020401910201
12、0211019802080218020602160226024GQZ-35000+ 150+ 200+ 25018201920202018901990209019602060216020402140224021202220232025GQZ-37500+ 150+ 200+ 25018701970207019402040214020102110221020902190229021802280238026GQZ-40000+ 200+ 250+ 30020402140224021002200230021802280238022702370247023502450255027GQZ-45000+
13、200+ 250+ 30021202220232021802280238022602360246023502450255024402540264028GQZ-50000+ 200+ 250+ 30022102310241022802380248023602460256024502550265025402640274029GQZ-55000+ 200+ 250+ 30022802380248023502450255024402540264025302630273026202720282030GQZ-60000+ 200+ 250+ 30023602460256024302530263025202
14、6202720262027202820272028202920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)規(guī)格、橫向 位移eBA9=0.029=0.039=0.049=0.059=0.069 =0.029 =0.039 =0.049 =0.059 =0.06EE2E3E1E2E3EE2E3E1E2E3E1E2日1GQZ-1000士 203603803903604605603804805803904905902GQZ-1500士 204104204404105106104205206204405406403GQZ-2000士 204504804904505506
15、504805806804905906904GQZ-2500士 205005205505006007005206207205506507505GQZ-3000士 205305605905206207205506507505806807806GQZ-3500士 205706006305606607605906907906207208207GQZ-4000士 205906206505806807806107108106407408408GQZ-4500士 206306606906207208206507508506807808809GQZ-5000士 206506807107208209207508
16、5095078088098010GQZ-6000士 2073076080080090010008309301030870970107011GQZ-7000士 20770810850840940104088098010809201020112012GQZ-8000士 208008509008609601060910101011109601060116013GQZ-9000士 20850900950910101011109601060116010101110121014GQZ-10000409309701020950105011509901090119010401140124015GQZ-1250
17、040101010601110102011201220107011701270112012201320續(xù)表-1 (二) GQZ系列橋梁球型支座(SK雙向活動(dòng)支座主要尺寸(mm)序號(hào)規(guī)格、橫向 位移eBA19=0.029=0.039=0.049=0.059=0.069 =0.029 =0.039 =0.049 =0.059 =0.06E1E2E3E1E2EE1E2E3EE2E3E1E2E316GQZ-15000401080114011901250130010901190129011501250135012001300140012601360146013101410151017GQZ-175004
18、01160121012701330139011601260136012101310141012701370147013301430153013901490159018GQZ-20000+ 401220128013401410147013201420152013801480158014401540164015101610171015701670177019GQZ-22500+ 401320138014501510158014201520162014801580168015501650175016101710181016801780188020GQZ-25000+ 4013301430150015
19、70164014201520162015201620172015901690179016601760186017301830193021GQZ-27500+ 401430149015601630171015201620172015801680178016501750185017201820192018001900200022GQZ-30000+ 401490155016201700177015801680178016401740184017101810191017901890199018601960206023GQZ-32500+ 4015601620169017601840164017401
20、84017001800190017701870197018401940204019202020212024GQZ-35000+ 401600167017401820190016801780188017501850195018201920202019002000210019802080218025GQZ-37500+ 401650172017901870196017301830193018001900200018701970207019502050215020402140224026GQZ-40000+ 4017201780186019502030189019902090195020502150
21、20302130223021202220232022002300240027GQZ-45000+ 401800186019402030212019702070217020302130223021102210231022002300240022902390249028GQZ-50000+ 401890196020402130222020502150225021202220232022002300240022902390249023802480258029GQZ-55000+ 4019602030212022102300212022202320219022902390228023802480237
22、02470257024602560266030GQZ-60000+ 4020402110220023002400219022902390226023602460235024502550245025502650255026502750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BG DC、D號(hào)規(guī)格、999999999999999=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-1500
23、3503603803503603802903003203GQZ-20003904204303904204303303603704GQZ-25004404604904404604903804004305GQZ-30004604905204705005304004304606GQZ-35005005305605105405704404705007GQZ-40005205505805305605904604905208GQZ-45005605906205706006305005305609GQZ-500056059062059062065050053056010GQZ-600064067071067
24、070074058061065011GQZ-700068072076071075079062066070012GQZ-800070075080074079084064069074013GQZ-900075080085079084089069074079014GQZ-1000083087092083087092073077082015GQZ-1250090095010009109601010800850900續(xù)表-1 (三) GQZ系列橋梁球型支座(SK雙向活動(dòng)支座主要尺寸(mm)序 號(hào)7目 規(guī)格、B1G DC、D9=0.029=0.039=0.049=0.059=0.069=0.029=0.0
25、39=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.0616GQZ-15000970103010801140119098010401090115012008709309801040109017GQZ-17500104010901150121012701060111011701230129094099010501110117018GQZ-2000011001160122012901350112011801240131013701000106011201190125019GQZ-225001200126013301390146012201280135014
26、1014801100116012301290136020GQZ-2500012001300137014401510123013301400147015401100120012701340141021GQZ-2750013001360143015001580133013901460153016101240126013301400148022GQZ-3000013601420149015701640139014501520160016701260132013901470154023GQZ-3250014201480155016201700146015201590166017401320138014
27、501520160024GQZ-3500014601530160016801760150015701640172018001360143015001580166025GQZ-3750015101580165017301820155016201690177018601410148015501630172026GQZ-4000015701630171018001880162016801760185019301470153016101700178027GQZ-4500016501710179018801970170017601840193020201550161016901780187028GQZ-
28、5000017301800188019702060179018601940203021201630170017801870196029GQZ-5500018001870196020502140186019302020211022001700177018601950204030GQZ-60000187019402030213022301940201021002200230017701840193020302130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)xag規(guī)格H地腳螺栓底柱總重量(kg)e=0.02e=0.03e=0.04e =0.05e=0.069 =0
29、.029 =0.039 =0.049 =0.059 =0.06EE2EE1巳E3E1E2E3E1巳E3E1巳E31GQZ-1000838485G 42X25255.661.867.962.569.075.466.673.279.92GQZ-1500868788G 42X 25276.683.991.281.388.996.589.797.6105.43GQZ-2000919293G 42X 25299.6108.0116.5114.1123.1132.0119.5128.7137.94GQZ-2500969799G 42X 252131.4141.1150.8142.8152.8162.916
30、1.7172.4183.15GQZ-3000100102103G 46X 260155.8166.6177.4175.7187.2198.6197.2209.1221.36GQZ-3500105106108一一G 46X 260190.9202.9215.0212.1224.7237.4236.2249.5262.8一一一一一一7GQZ-4000109111113一一G 46X 260214.0226.8239.7238.7252.3266.0264.8279.1293.4一一一一一一8GQZ-4500113115117一一G 46X 260254.6269.0283.4282.2397.13
31、12.2311.3327.0342.6一一一一一一9GQZ-5000117119121一一G 58X 300298.2313.5328.5328.1344.1360.1359.8376.5393.1一一一一一一10GQZ-6000125127130一一G 58X 300405.2423.4441.7442.9462.0481.0494.0514.0534.0一一一一一一11GQZ-7000132134137一一G 58X 300480.3500.7521.2535.3556.9578.3592.8615.4638.0一一一一一一12GQZ-8000139141143一一G 70X 352549
32、.0572.2595.4623.5648.1672.7701.6727.6753.6一一一一一一13GQZ-9000145147149G 70X 352651.2677.1703.0734.7762.1789.5821.3850.3879.314GQZ-10000152154156G 70X 352767.4797.2827.0839.3870.5901.4933.8966.5999.215GQZ-12500173175177G 80X 3521038.41074.01109.61148.61186.01223.41270.81309.91349.0續(xù)表-1 (四) GQZ系列橋梁球型支座(S
33、R雙向活動(dòng)支座主要尺寸(mm)序號(hào)規(guī)格H地腳螺栓底柱總重量(kg)e =0.02e =0.03e =0.04e =0.05e =0.069 =0.029 =0.039 =0.049 =0.059 =0.06E1巳E3E1巳E3E1E2E3E1巳E3E1E2E316GQZ-15000188192196200(201)204(205)G 80X 3521303.81343.71383.51457.91499.91541.81588.81632.51676.31803.81831.91891.41946.61994.42056.817GQZ-17500199201205(206)209(210)21
34、4(215)G 90X 4001581.71626.21670.81726.51772.91819.41903.21952.01951.32128.12179.22245.52347.02415.92470.418GQZ-20000214216221224229G 90X 4001942.41993.12043.82145.52198.52251.82384.82440.52496.22643.82702.32760.82895.62956.73017.719GQZ-22500221223227232238G 90X 4002371.02427.92484.82593.52652.92712.
35、32880.02942.43004.73149.43214.53279.13480.43548.53616.620GQZ-25000232236241247250100X2553.42612.82672.22920.43014.23078.13270.03336.93403.83619.03689.13759.13947.24020.24093.421GQZ-27500243245251254261100X3084.23150.33216.53339.13407.93476.83702.03774.23846.34043.14118.64193.94493.14572.14650.622GQZ
36、-30000255258262268273100X3516.73587.93659.13809.03882.13956.24175.24252.64329.94633.94715.24796.55049.95134.55219.223GQZ-32500267270274281286110X4603936.54011.34086.14241.54328.64416.24648.64730.04811.35122.15207.55293.05604.15693.15782.124GQZ-35000277279286291296110X4604369.74451.74533.64729.14814.
37、24899.35199.35288.35377.15688.05780.55873.16238.16334.86431.525GQZ-37500286289293302307110X4897.84988.35078.95315.05409.45503.85774.05872.35970.66350.86453.46556.07038.37145.97253.526GQZ-40000297300304310315120X5629.55727.95826.36022.46124.36226.16488.76595.16701.57272.17383.67495.27899.88016.08132.
38、127GQZ-45000323324329334344120X6709.86819.86929.77125.37239.17352.77781.67900.28018.98535.78659.98784.09417.79547.39677.028GQZ-50000342344346354363480G124X7833.07953.08073.08385.98510.48635.09057.39186.99316.49951.610086.10223.10905.11046.11187.29GQZ-55000361363366373381520M24X8846.98976.09105.19509
39、.39643.19776.810354.10493.10633.11809.811955.1 12101.0 12334.012486.1 12637.30GQZ-60000379381385393400520 128X56010132.610273.410414.10806.210951.811097.30 11759. 611910.93 12067.318 12931.94 13090.1 13247.4614130.32 14295.9714461.1中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-SX型支座E要尺寸表圖號(hào)11 I注:1 .主翻件鈉:1-、蛭2_林聚醵乙貓板3-球面蒯板4-醐平面聚四縈端板5-平而不僦板6-上可機(jī)/-罐國(guó)8-錨固黏9-聚四家區(qū)向滑條1不銹蒯響解2其主款寸見(jiàn)表- 2.中交公路規(guī)劃設(shè)計(jì)院有限公司名稱GQZ-DX求型支座組裝示意圖圖號(hào)12表-2 (一)GQZ系列橋梁球型支座(DK單向活動(dòng)支座主要尺寸(mm)序號(hào)規(guī)
溫馨提示
- 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 考慮能效的自動(dòng)駕駛路徑規(guī)劃與能量管理策略論文
- 中國(guó)醫(yī)藥銷售外包(CSO)行業(yè)市場(chǎng)前景預(yù)測(cè)及投資價(jià)值評(píng)估分析報(bào)告
- 節(jié)日前隊(duì)伍管理制度
- 苯加氫安全管理制度
- 茶藝師工作管理制度
- 課程推廣文案范文(26篇)
- 行業(yè)處理計(jì)劃微信銷售履行技能策劃計(jì)劃勝利案例
- 流川楓灌籃作文法-具體細(xì)節(jié)描寫法
- 環(huán)保小課題研究案例
- 自動(dòng)化專業(yè)求職簡(jiǎn)歷(15篇)
- 校長(zhǎng)在2025暑假前期末教師大會(huì)上的講話:靜水深流腳踏實(shí)地
- (2025)全國(guó)“安全生產(chǎn)月活動(dòng)”《安全知識(shí)》競(jìng)賽試題庫(kù)(附含答案)
- 交房期間業(yè)主維權(quán)突發(fā)事件應(yīng)急預(yù)案
- 貸款后管理與客戶滿意度提升
- 自動(dòng)生成的文檔-202504081202-99
- 費(fèi)用類報(bào)銷管理制度
- 杭州市上城區(qū)2025年下半年下半年招考50名專職社區(qū)工作者易考易錯(cuò)模擬試題(共500題)試卷后附參考答案
- 2025年中國(guó)SUV帳篷行業(yè)市場(chǎng)前景預(yù)測(cè)及投資價(jià)值評(píng)估分析報(bào)告
- 福建省惠安縣2025屆七下數(shù)學(xué)期末學(xué)業(yè)質(zhì)量監(jiān)測(cè)試題含解析
- 2025年就業(yè)指導(dǎo)培訓(xùn)課件
- 2025-2030石油管道行業(yè)市場(chǎng)深度調(diào)研及競(jìng)爭(zhēng)格局與投資研究報(bào)告
評(píng)論
0/150
提交評(píng)論