规格 : | 1000KN |
单向滑动支座哪家口碑好?衡水广润热忱服务满足您需求
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一、单向滑动支座的主要技术性能
1、能名承受竖向载荷;
2、具备相当的抗竖向拔力的性能,保证竖向受拔时上下结构不脱节,且能正常转角;
3、具备抗水平剪力的性能,保证水平受力时不脱落;
4、可满足水平位移要求;
5、可满足万向转动,万向承载;
6、支座材质为合金铸钢,充分满足工程寿命年限。
二、单向滑动支座设计依据
1、建筑设计规范:GB50017-2003《钢结构设计规范》;
2、国家标准:GB/T17955-2009《桥梁球型支座》;
3、交通标准:JTGD62-2004《公路钢筋混凝土及预应力混凝土桥涵设计规范》;
4、建筑设计规范:GB5001-2001《建筑抗震设计规范》。
三、单向滑动支座设计参数
1、支座竖向压力分为300KN、500KN、1000KN、1500KN、2000KN、2500KN、3000KN、4000KN、5000KN、6000KN、7000KN、8000KN、9000KN、10000KN.
2、支座竖向抗拔力取其竖向荷载的50%内;
3、支座水平抗剪力取竖向荷载的30%~40%;
4、设计转角为0.02rad,也可根据实际情况在0.02~0.08rad范围内做相应设计;
5、位移型支座根据其位移形式不同将其相应位移量设为±60~±100,也可根据实际需求设计;
6、支座滑动摩擦系数u≤0.03(-25°C~+60°C).
四、单向滑动支座选用时应注意的事项:
1、选用支座时应注意承载力的大小、竖向拉力的大小、水平力的大小,并注意位移量和转角,对于减震支座还应注意水平弹性刚度。
2、选用支座时应注意支座的类型,即双向活动型、单向活动型、固定型。
3、减震支座的约束方向都给以位移和刚度,是为了工程减震的需要。
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