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
已阅读5页,还剩41页未读 继续免费阅读

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:100060000kN(执行标准 GB/T17955-2009)名称图号说明12GQZ-SX求型支座组装示意图3GQZ-SX求型支座主要设计参数表(表-1)411GQZ-D)球型支座组装示意图12GQZ-D)球型支座主要设计参数表(表-2)13 20GQZ-G球型支座组装示意图21GQZ-G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系列支座的代号举例:本例表示GQZ系列

2、桥梁球型支座承载力为lOOOOkN,纵向位移土 100mm横向位移土 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 B 分为0.02、0.03、0.

3、04、0.05、0.06rad 五级。3、支座设计位移量:纵向位移:10004500kN, E 1=50、E = 00、巳=150mm500017500kN, Ei = 100、E2 = 50、E3 = 200mm1中交公路规划设计院有限公司名称说明图号12000037500kN,E=150、E2 = 200、Es = 250mm4000060000kN,Ei=200、巳=250、Es = 300mm横向位移:SX (双向活动支座),10009000kN, e=20mm1000060000kN, e=40mmDX (单向活动支座)e=3mm支座纵向、横向位移量还可根据实际需要进行调整。4、支座

4、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

5、座支承面四角高差不得大于1mm4、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

6、规范的有关规定定期进行检查及养护。1中交公路规划设计院有限公司名称说明图号2注:X主麺件名称:1-下麟2_球面聚四氟碍板 3一球面钢衬板圆形平髒四竄葩板平面不锈钢版上顶板蜩圈躺雕2、其主要尺寸财-1.1中交公路规划设计院有限公司名称GQZ-SX求型支座组装示意图图号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)序号项目 规格、纵向位移量A8=0.028=0.038=0.048=0.058=0.06EE2E3E2E3巳e2E3巳e2E3E2E3Ee2E31GQZ-1000 50 100 1504205206204405406404505506502GQZ-1500

7、50 100 1504705706704805806805006007003GQZ-2000 50 100 1505106107105406407405506507504GQZ-2500 50 100 1505606607605806807806107108105GQZ-3000 50 100 1505906907906207208206507508506GQZ-3500 50 100 1506307308306607608606907908907GQZ-4000 50 100 1506507508506807808807108109108GQZ-4500 50 100/p>

8、07208209207508509509GQZ-5000 100 150 20081091010108409401040870970107010GQZ-6000 100 150 2008909901090920102011209601060116011GQZ-7000 100 150 200930103011309701070117010101110121012GQZ-8000 100 150 2009601060116010101110121010601160126013GQZ-9000 100 150 20010101110121010601160126011101210131014GQZ

9、-10000 100 150 20010501150125010901190129011401240134015GQZ-12500 100 150 2001130123013391180128013801230133014301中交公路规划设计院有限公司名称GQZ-SX求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A9=0.029=0.039=0.049=0.059=0.06Ee2E2E,E2EE2巳e2E,巳E2E316GQZ-15000 100 150 200120013001400126013601460131

10、01410151013701470157014201520162017GQZ-17500 100 150 20012801380148013301430153013901490159014501550165015101610171018GQZ-20000 150 200 25014401540164015001600170015601660176016301730183016901790189019GQZ-22500 150 200 25015401640174016001700180016701770187017301830193018001900200020GQZ-25000 150 20

11、0 25015501650175016501750185017201820192017901890199018601960206021GQZ-27500 150 200 25016501750185017101810191017801880198018501950205019302030213022GQZ-30000 150 200 25017101810191017701870197018401940204019202020212019902090219023GQZ-32500 150 200 2501780188019801840194020401910201021101980208021

12、8020602160226024GQZ-35000 150 200 25018201920202018901990209019602060216020402140224021202220232025GQZ-37500 150 200 25018701970207019402040214020102110221020902190229021802280238026GQZ-40000 200 250 30020402140224021002200230021802280238022702370247023502450255027GQZ-45000 200 250 30021202220232021

13、802280238022602360246023502450255024402540264028GQZ-50000 200 250 30022102310241022802380248023602460256024502550265025402640274029GQZ-55000 200 250 30022802380248023502450255024402540264025302630273026202720282030GQZ-60000 200 250 3002360246025602430253026302520262027202620272028202720282029201中交公路

14、规划设计院有限公司名称GQZ-SX求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BA9=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.06巳e2E,E巳E3巳e2E2E21GQZ-1000 203603803903604605603804805803904905902GQZ-1500 204104204404105106104205206204405406403GQZ-2000 20450480490450550650480580680490590690

15、4GQZ-2500 205005205505006007005206207205506507505GQZ-3000 205305605905206207205506507505806807806GQZ-3500 205706006305606607605906907906207208207GQZ-4000 205906206505806807806107108106407408408GQZ-4500 206306606906207208206507508506807808809GQZ-5000 2065068071072082092075085095078088098010GQZ-6000 2

16、073076080080090010008309301030870970107011GQZ-7000 20770810850840940104088098010809201020112012GQZ-8000 208008509008609601060910101011109601060116013GQZ-9000 20850900950910101011109601060116010101110121014GQZ-10000 409309701020950105011509901090119010401140124015GQZ-12500 401010106011101020112012201

17、070117012701120122013201中交公路规划设计院有限公司名称GQZ-SX求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BA0=0.0200.0300.0400.0500.068=0.028=0.038=0.048=0.058=0.06巳e2E3E2巳e2E3EE2E3巳E2E316GQZ-15000 401080114011901250130010901190129011501250135012001300140012601360146013101410151017GQZ-17500 40116012

18、1012701330139011601260136012101310141012701370147013301430153013901490159018GQZ-20000 401220128013401410147013201420152013801480158014401540164015101610171015701670177019GQZ-22500 401320138014501510158014201520162014801580168015501650175016101710181016801780188020GQZ-25000 40133014301500157016401420

19、1520162015201620172015901690179016601760186017301830193021GQZ-27500 401430149015601630171015201620172015801680178016501750185017201820192018001900200022GQZ-30000 401490155016201700177015801680178016401740184017101810191017901890199018601960206023GQZ-32500 40156016201690176018401640174018401700180019

20、0017701870197018401940204019202020212024GQZ-35000 401600167017401820190016801780188017501850195018201920202019002000210019802080218025GQZ-37500 401650172017901870196017301830193018001900200018701970207019502050215020402140224026GQZ-40000 40172017801860195020301890199020901950205021502030213022302120

21、2220232022002300240027GQZ-45000 401800186019402030212019702070217020302130223021102210231022002300240022902390249028GQZ-50000 401890196020402130222020502150225021202220232022002300240022902390249023802480258029GQZ-55000 40196020302120221023002120222023202190229023902280238024802370247025702460256026

22、6030GQZ-60000 40204021102200230024002190229023902260236024602350245025502450255026502550265027501中交公路规划设计院有限公司名称GQZ-SX求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、BC DC、D8=0.028=0.038=0.048=0.058=0.068=0.028=0.038=0.048=0.058=0.068=0.028=0.038=0.048=0.058=0.061GQZ-10003003203303003203302

23、402602702GQZ-15003503603803503603802903003203GQZ-20003904204303904204303303603704GQZ-25004404604904404604903804004305GQZ-30004604905204705005304004304606GQZ-35005005305605105405704404705007GQZ-40005205505805305605904604905208GQZ-45005605906205706006305005305609GQZ-500056059062059062065050053056010GQ

24、Z-600064067071067070074058061065011GQZ-700068072076071075079062066070012GQZ-800070075080074079084064069074013GQZ-900075080085079084089069074079014GQZ-1000083087092083087092073077082015GQZ-12500900950100091096010108008509001中交公路规划设计院有限公司名称GQZ-SX求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

25、、B1C DC、D9=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.0616GQZ-15000970103010801140119098010401090115012008709309801040109017GQZ-17500104010901150121012701060111011701230129094099010501110117018GQZ-200001100116012201290135011201180124013101370100010601120119

26、0125019GQZ-2250012001260133013901460122012801350141014801100116012301290136020GQZ-2500012001300137014401510123013301400147015401100120012701340141021GQZ-2750013001360143015001580133013901460153016101240126013301400148022GQZ-3000013601420149015701640139014501520160016701260132013901470154023GQZ-32500

27、14201480155016201700146015201590166017401320138014501520160024GQZ-3500014601530160016801760150015701640172018001360143015001580166025GQZ-3750015101580165017301820155016201690177018601410148015501630172026GQZ-4000015701630171018001880162016801760185019301470153016101700178027GQZ-450001650171017901880

28、1970170017601840193020201550161016901780187028GQZ-5000017301800188019702060179018601940203021201630170017801870196029GQZ-5500018001870196020502140186019302020211022001700177018601950204030GQZ-600001870194020302130223019402010210022002300177018401930203021301中交公路规划设计院有限公司名称GQZ-SX求型支座主要尺寸表图号9表-1 (四) G

29、QZ系列桥梁球型支座(SX)双向活动支座主要尺寸(mm)序号规格、H地脚螺栓底柱总重量(kg)笳0.02e=0.03e=0.04e=0.05e=0.06e=0.02e=0.03e=0.04eo.05e=0.06EE2E日E2E3EE2E3日E2E3日EE31GQZ-1000838485 4225255.661.867.962.569.075.466.673.279.92GQZ-1500868788 4225276.683.991.281.388.996.589.797.6105.43GQZ-2000919293 4225299.6108.0116.5114.1123.1132.0119.512

30、8.7137.94GQZ-2500969799 42252131.4141.1150.8142.8152.8162.9161.7172.4183.15GQZ-3000100102103 46260155.8166.6177.4175.7187.2198.6197.2209.1221.36GQZ-3500105106108 46260190.9202.9215.0212.1224.7237.4236.2249.5262.87GQZ-4000109111113 46260214.0226.8239.7238.7252.3266.0264.8279.1293.48GQZ-4500113115117

31、46260254.6269.0283.4282.2397.1312.2311.3327.0342.69GQZ-5000117119121 58X300298.2313.5328.5328.1344.1360.1359.8376.5393.110GQZ-6000125127130 58300405.2423.4441.7442.9462.0481.0494.0514.0534.011GQZ-7000132134137 58300480.3500.7521.2535.3556.9578.3592.8615.4638.012GQZ-8000139141143 70352549.0572.2595.4

32、623.5648.1672.7701.6727.6753.613GQZ-9000145147149 70352651.2677.1703.0734.7762.1789.5821.3850.3879.314GQZ-10000152154156 70352767.4797.2827.0839.3870.5901.4933.8966.5999.215GQZ-12500173175177 803521038.41074.01109.61148.61186.01223.41270.81309.91349.01中交公路规划设计院有限公司名称GQZ-SX求型支座主要尺寸表图号10续表-1 (四) GQZ系列

33、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(kg)9=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.06EE2E3EE2E3日E2E3日E2E3EE2E316GQZ-15000188192196200(201)204(205)1303.81343.71383.51457.91499.91541.81588.81632.51676.31803.81831.91891.41946.61994.42056.817GQZ-17500199201205(206)209(210)214(215)Q0V4

34、001581.71626.21670.81726.51772.91819.41903.21952.01951.32128.12179.22245.52347.02415.92470.418GQZ-2000021421622122422900/*1001942.41993.12043.82145.52198.52251.82384.82440.52496.22643.82702.32760.82895.62956.73017.719GQZ-2250022122322723223890V/002371.02427.92484.82593.52652.92712.32880.02942.43004.

35、73149.43214.53279.13480.43548.53616.620GQZ-25000232236241247250100V4002553.42612.82672.22920.43014.23078.13270.03336.93403.83619.03689.13759.13947.24020.24093.421GQZ-275002432452512542611CC/4CC3084.23150.33216.53339.13407.93476.83702.03774.23846.34043.14118.64193.94493.14572.14650.622GQZ-30000255258

36、2622682733516.73587.93659.13809.03882.13956.24175.24252.64329.94633.94715.24796.55049.95134.55219.223GQZ-325002672702742812863936.54011.34086.14241.54328.64416.24648.64730.04811.35122.15207.55293.05604.15693.15782.124GQZ-350002772792862912964369.74451.74533.64729.14814.24899.35199.35288.35377.15688.

37、05780.55873.16238.16334.86431.525GQZ-375002862892933023074897.84988.35078.95315.05409.45503.85774.05872.35970.66350.86453.46556.07038.37145.97253.526GQZ-400002973003043103155629.55727.95826.36022.46124.36226.16488.76595.16701.57272.17383.67495.27899.88016.08132.127GQZ-45000323324329334344120人4806709

38、.86819.86929.77125.37239.17352.77781.67900.28018.98535.78659.98784.09417.79547.39677.028GQZ-50000342344346354363丨20/、4807833.07953.08073.08385.98510.48635.09057.39186.99316.49951.610086.810223.110905.011046.011187.129GQZ-55000361363366373381124x5208846.98976.09105.19509.39643.19776.810354.010493.610

39、633.311809.811955.412101.112334.612486.212637.730GQZ-60000379381385393400 124x52010132.610273.410414.110806.210951.811097.311759.111910.912067.312931.913090.713247.414130.314295.914461.51中交公路规划设计院有限公司名称GQZ-SX求型支座主要尺寸表图号11-6-s务辿-L那餌-9 貓紐肛-q 鞘2甑翹扬m -k 轴H 般津略财f疏L -I11护I中交公路规划设计院有限公司名称GQZ-DX求型支座组装示意图图号1

40、2表-2 (一)GQZ系列桥梁球型支座(DX单向活动支座主要尺寸(mm)序号项目 规格、纵向位移量A9=0.029=0.039=0.049=0.059=0.06E2EE2E,E2巳E2E3e2E3巳e2E31GQZ-1000 50 100 1504205206204405406404505506502GQZ-1500 50 100 1504705706704805806805006007003GQZ-2000 50 100 1505106107105406407405506507504GQZ-2500 50 100 1505606607605806807806107108105GQZ-3000

41、 50 100 1505906907906207208206507508506GQZ-3500 50 100 1506307308306607608606907908907GQZ-4000 50 100 1506507508506807808807108109108GQZ-4500 50 100 1506907908907208209207508509509GQZ-5000 100 150 20081091010108409401040870970107010GQZ-6000 100 150 2008909901090920102011209601060116011GQZ-7000 100 1

42、50 200930103011309701070117010101110121012GQZ-8000 100 150 2009601060116010101110121010601160126013GQZ-9000 100 150 20010101110121010601160126011101210131014GQZ-10000 100 150 20010501150125010901190129011401240134015GQZ-12500 100 150 2001130123013391180128013801230133014301中交公路规划设计院有限公司名称GQZ-DX求型支座主

43、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)序号项目 规格、纵向位移量A9=0.029=0.039=0.049=0.059=0.06日E2E3E1E2E3E1E2E3EE2E?E1E2E3E1E2E316GQZ-15000 100 150 20012001300140012601360146013101410151013701470157014201520162017GQZ-17500 100 150 20012801380148013301430153013901490159014501550165015101610171018GQZ-20000

44、 150 200 25014401540164015001600170015601660176016301730183016901790189019GQZ-22500 150 200 25015401640174016001700180016701770187017301830193018001900200020GQZ-25000 150 200 25015501650175016501750185017201820192017901890199018601960206021GQZ-27500 150 200 250165017501850171018101910178018801980185

45、01950205019302030213022GQZ-30000 150 200 25017101810191017701870197018401940204019202020212019902090219023GQZ-32500 150 200 25017801880198018401940204019102010211019802080218020602160226024GQZ-35000 150 200 25018201920202018901990209019602060216020402140224021202220232025GQZ-37500 150 200 2501870197

46、0207019402040214020102110221020902190229021802280238026GQZ-40000 200 250 30020402140224021002200230021802280238022702370247023502450255027GQZ-45000 200 250 30021202220232021802280238022602360246023502450255024402540264028GQZ-50000 200 250 3002210231024102280238024802360246025602450255026502540264027

47、4029GQZ-55000 200 250 30022802380248023502450255024402540264025302630273026202720282030GQZ-60000 200 250 3002360246025602430253026302520262027202620272028202720282029201中交公路规划设计院有限公司名称GQZ-DX求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)序号项目规格横向位移eBA9=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049

48、=0.059=0.06E1E2E3EE2E3E1E2E?EE2E?E1E2E?1GQZ-1000 33563763863604605603804805803904905902GQZ-1500 34064164364105106104205206204405406403GQZ-2000 34564864964505506504805806804905906904GQZ-2500 35065265565006007005206207205506507505GQZ-3000 35465766065206207205506507505806807806GQZ-3500 3586616646560660

49、7605906907906207208207GQZ-4000 36166466765806807806107108106407408408GQZ-4500 36566867166207208206507508506807808809GQZ-5000 369672675672082092075085095078088098010GQZ-6000 377680684680090010008309301030870970107011GQZ-7000 3826866906840940104088098010809201020112012GQZ-8000 384689694686096010609101

50、01011109601060116013GQZ-9000 39169661016910101011109601060116010101110121014GQZ-10000 39569961046950105011509901090119010401140124015GQZ-12500 31056110611561020112012201070117012701120122013201中交公路规划设计院有限公司名称GQZ-DX求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)序号项目 规格、横 向 位BA1&=0.028=0.038=0.0480

51、.058=0.068=0.028=0.038=0.048=0.058=0.06E1E2E3EE2E3E1E2E3E1吕E3E1E2E316GQZ-15000移e 31126118612361296134610901190129011501250135012001300140012601360146013101410151017GQZ-17500 31216126613261386144611601260136012101310141012701370147013301430153013901490159018GQZ-20000 312761336139614661526132014201520

52、13801480158014401540164015101610171015701670177019GQZ-22500 31396145615261586165614201520162014801580168015501650175016101710181016801780188020GQZ-25000 31406150615761646171614201520162015201620172015901690179016601760186017301830193021GQZ-27500 315161576164617161796152016201720158016801780165017501

53、85017201820192018001900200022GQZ-30000 31578163817081788185815801680178016401740184017101810191017901890199018601960206023GQZ-32500 31658171817881858193816401740184017001800190017701870197018401940204019202020212024GQZ-35000 316981768183819181998168017801880175018501950182019202020190020002100198020

54、80218025GQZ-37500 31758182818981978206817301830193018001900200018701970207019502050215020402140224026GQZ-40000 31838189819782068214818901990209019502050215020302130223021202220232022002300240027GQZ-45000 31938199820782168225819702070217020302130223021102210231022002300240022902390249028GQZ-50000 320

55、28209821782268235820502150225021202220232022002300240022902390249023802480258029GQZ-55000 32118218822782368245821202220232021902290239022802380248023702470257024602560266030GQZ-60000 3219822682358245825582190229023902260236024602350245025502450255026502550265027501中交公路规划设计院有限公司名称GQZ-DX求型支座主要尺寸表图号16表

56、-2 (三) GQZ系列桥梁球型支座(DX单向活动支座主要尺寸(mm)序号项目 规格 BC、DCi、D (C1/ D 1)9=0.0290.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.0590.06EE2E3EE2E3E1吕E3EE3EE31GQZ-1000276296306300320330260/22260/22260/22280/24280/24280/24290/25290/25290/250000000002GQZ-1500326336356350360380310/27310/273

57、10/27320/28320/28320/28340/30340/30340/303GQZ-2000366396406390420430350/30350/30350/30380/33380/33380/33390/34390/34390/340000000004GQZ-2500436436466440460490380380/35380/35400400/37400/37430430/40430/40n0000005GQZ-3000476466496470500530400400/36400/36430430/39430/39460460/42460/42CC0000006GQZ-35005

58、16506536510540570440440440/40470470470/43500500500/460007GQZ-4000546526556530560590460460460/41490490490/44520520520/47cc0008GQZ-4500586616596570600630500500500/45530530530/485605605600019GQZ-5000606636666590620650500500/44500/44530530530/47560560560/5000001GQZ-6000686716756670700740580580580/526106

59、10610/556506506500001GQZ-7000736776816710750790620620620/56660660660700700700-n 101GQZ-800074679684674079084064064064069069069074074074021QGQZ-900081686691679084089069069069074074074079079079031GQZ-1000856896946830870920730730730770770770820820820401GQZ-12509469961046一一9109601010一一800800800850850850

60、900900900一一1中交公路规划设计院有限公司名称GQZ-DX求型支座主要尺寸表图号17 I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)序号项目 规格 、B1C DC、D9=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.069=0.029=0.039=0.049=0.059=0.0616GQZ-150001016107611261186123698010401090115012008709309801040109017GQZ-17500109611461206126613261060111011

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