标准规范下载简介
《公路桥梁板式橡胶支座规格系列》(JTT663-2006).pdfICS 93.040 P28 备案号：
中华人民共和国交通行业标准
公路桥梁板式橡胶支座规格系列
公路桥梁板式橡胶支座规格系列
Series of elastomericpadbearingsforhighwaybridges
中华人民共和国交通部发布
前言 范围 规范性引用文件 支座要求… 普通板式橡胶支座 四氟滑板橡胶支座 h 规格系列支座选用和安装
范围 见范性引用文件 支座要求 普通板式橡胶支座 四氟滑板橡胶支座· 观格系列支座选用和安装
公路桥梁板式橡胶支座规格系列
本标准规定了板式橡胶支座的要求、规格系列及选用。 本标准适用于承载力小于5000kN的公路桥梁用矩形、圆形平板式橡胶支座。
下列文中的条款通过本标准的引用而成为本标准的条款。凡是注日期的引用文件，其随后所有的 修改单(不包括勘误的内容)或修订版均不适用于本标准，然而，鼓励根据本标准达成协议的各方研究是 否可使用这些文件的最新版本。凡是不注日期的引用文件，其最新版本适用于本标准。 JT/T4一2004公路桥梁板式橡胶支座 JTGD60一2004公路桥涵设计通用规范 JTGD62一2004公路钢筋混凝土及预应力混凝土桥涵设计规范
4.1普通板式橡胶支座结构示意图见图1、图2。 4.2 2普通板式橡胶支座代号，矩形为GJZ、圆形为GYZ。其规格系列见表1，表中符号意义
JT/T663—2006表1(续)tanθ(0的单位为rad)RG(kN)序lxl（或d)R&l2Ste温热寒冷严寒t1to(mm)(kN)(mm)温热寒冷严寒(mm)(mm)(mm)(mm)(mm)地区地区地区地区地区地区215.07.0150.005 0287.510.5200.006 70.005 70.005 0150 × 20070841052668.06350.008 90.007 7|0.006 4(105)5210.014.025(126)(158)4212.517.5300.011 20.009 60.008 0287.510.5200.005 70.005 08.8425881051316150 × 2503363510.014.00.007 70.006 60.005 5(131)(158)(197)524212.517.5300.009 60.008 30.006 9287.510.5200.005 20.005 03525105126158150 × 3004069.4410.014.00.00690.006 0|0.005 0(158)(189)(236)524212.517.5300.008 60.007 40.006 33510.014.0250.00514212.517.5300.006 4|0.005 5|0.005 07388110d2002849.50S4915.021.0350.007 7|0.006 6|0.005 6 (110)(132)(165)5617.524.5400.008 9|0.007 70.006 53510.014.0250.00514212.517.5300.006 40.005 50.005 093112140200 × 2003619.504915.021.0350.007 70.006 6|0.005 6(140)(168)(210)525617.524.5400.00890.007 70.006 54212.517.5300.005 40.005 0200 × 25045610.604915.021.0350.006 40.005 6|0.005 0117140175105(175)(210)(263)5617.524.5400.007 50.006 6|0.005 6308.011.2210.006 6|0.005 60.005 04112.02914016821011200 ×3005517.1716.80.009 8|0.008 4|0.007 0(210)(252)(315)835216.022.4370.01310.011 20.009 3308.011.2210.005 9|0.005112.016319624512200 × 3506467.624116.8290.008 90.007 6|0.0063(245)(294)(368)835216.022.4370.011 80.01010.0084308.011.2210.00550.005012.018722428013200 × 4007417.984116.8290.008 2|0.007 00.005 9(280)(336)（420)35216.022.4370.010 90.009 30.007 84112.016.8290.007 30.006 2|0.005 2d2505216.022.4370.009 70.008 30.006 9115137172144527.5020.08328.0450.01210.010 4|0.008 6(172)(206)(258)7424.033.6530.01460.01240.01033
天津武清杨村旧城改造工程、模板支架专项施工方案JT/T663——2006表1(续)tanθ(9的单位为rad)Rck(kN)序lxl（或d）Rk温热严寒温热寒冷严寒S寒冷号(mm)(kN)(mm)(mm)(mm)(mm)地区地区地区地区地区地区4112.016.8290.007 30.006 2|0.005 25216.022.4370.009 70.008 30.006 914617521915250 × 2505767.500.01210.010 40.008 6(219)(263)(328)86320.028.0457424.033.6530.014 60.012 4|0.010 34112.016.8290.006 2|0.005 40.005 05216.022.4370.008 30.00710.006 017521026316250×3006968.21(263)(315)(394)6320.028.0450.010 40.008 9|0.007 57424.033.6530.012 50.010 70.009 04112.016.8290.005 60.005 05216.022.4370.007 4|0.006 40.005 420424530617250 × 3508168.796320.028.0450.009 3|0.008 00.006 7(306)(368)(459)7424.033.6530.01110.009 6|0.00814112.016.8290.005 15216.022.4370.006 80.005 90.005023328035018250 × 4009369.29(350)(420)(525)86320.028.0450.008 50.007 30.006 27424.033.6530.010 2|0.008 80.007 44112.016.8290.005 05216.022.4370.006 3|0.005 50.005 026331539419250 × 45010569.71(394)(473)(591)86320.028.0450.007 90.00680.005 87424.033.6530.009 50.008 2|0.006 94112.016.8290.0050一5216.022.4370.006 0|0.005 229235043820250 × 500117610.07(438)(525)(656)836320.028.0450.007 4|0.006 5|0.005 57424.033.6530.008 90.007 80.00665216.022.4370.005 90.005 16320.028.0450.007 40.006 30.005 316519824721d3006619.060.008 80.007 60.006 4(247)(297)(371)7424.033.6538528.039.2610.010 30.008 90.007 55216.022.4370.00590.00516320.028.0450.007 40.006 30.005 321025231522300 × 3008419.060.008 80.007 60.006 4(315)(378)(473)87424.033.6538528.039.2610.010 30.008 90.007 5
JT/T663—2006表1(续)tan9(9的单位为rad)Rck (kN)序lxl（或d)R&le号S温热寒冷严寒温热寒冷严寒(mm)(kN)(mm)(mm)(mm)(mm)地区地区地区地区(mm)地区地区(mm)6922.030.8490.005 040400× 5502 10610.298427.538.5600.006 25136167700.005 40.0050(924) (1 155)11(770)49933.046.2710.007 40.00650.005 56922.030.8490.005041400 × 600230110.678427.538.5560600.005 80.005 1672840(840)(1 008)(1 260)119933.046.2710.007 00.006 10.005 26922.030.8490.005 042400 ×6502 49011.028427.560772838.5910600.005 60.0050(910)11（1092）(1365)9933.046.2710.006 70.005 80.005 06922.030.8490.005 08427.538.5600.0057d4500.005 0371445431 521 10.005579933.046.2710.006 90.006 00.005 1(557)(668)(835)411438.553.9820.00800.007 00.005 922.030.8490.00508427.538.5450 × 450600.00570.0050441 93610.004735677099933.00.006 90.006 00.0051(709)(851) (1 063)1146.27111438.553.9820.008 00.00700.00598427.538.5600.005 30.005 045450 × 5002 15610.549933.0710.006 452546.20.005 50.005 0630788(788)(945)(1 181)11438.553.9820.007 40.006 50.005 58427.538.5600.0050450 × 5502 37611.029933.046.25786930.0059866710.005 2(866)(1 040)(1299)1111438.553.9820.006 90.006 10.005 27022.531.5500.006 20.005 40.005 047450 × 6002 5968.409030.042.00.008 3630756650.007 20.006 0945(945)(1134)(1418)15511037.552.5800.010440.00900.007 57022.531.5500.005 90.005148450 × 65028168.699030.042.0650.005 76838191 0240.007 90.006 8(1 024)(1 229)(1 536)15511037.552.5800.009 80.00850.007 17022.531.5500.005 90.005 19030.042.0d50065491 8868.170.007 90.006 70.005 6458550687(687)1537.5(825)（1031）511052.5800.009 80.008 40.007013045.063.0950.011 80.01010.00857