规格 : | 1000KN |
选多向KZGZ抗震球形钢支座来广润-实力雄厚品质保证
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衡水广润橡胶公司是专业多向KZGZ抗震球形钢支座加工,以及多向KZGZ抗震球形钢支座安装的企业,多向KZGZ抗震球形钢支座以最低的价格吸引客户,以的质量服务于客户。
多向KZGZ抗震球形钢支座技术参数
1,支座竖向承载力分为300KN,500KN,1000KN,1500KN,2000KN,2500KN,3000KN,4000KN,
5000KN,6000KN,7000KN,8000KN,9000KN,10000KN十四个级别;
2,支座的抗水平力为竖向承载力的20%;
3,支座抗竖向拉力: 抗竖向拉力为竖向承载力的30%;
4,设计转角为0.08rad(可根据用户要求另行设计)
5,支座的径向位移量±20mm-±50mm,环向位移量±60mm-±100mm;
6,支座滑动摩擦系数μ≤0.03(-25℃-+60℃);
7,支座转动摩擦系数μ=0.05-0.1(可按客户要求设计加工)
多向KZGZ抗震球形钢支座设计依据
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》。
多向KZGZ抗震球形钢支座的安装
1、支座的安装方案、连接形式应与结构设计人员具体商定,以保证上、下部结构与支座的可靠连接和功能发挥。
2、下部钢筋砼柱的标号不得低于C40级。
3、柱内配筋应参考本支座设计时的研究分析结果,即在自柱顶沿柱轴线方向柱脚方向的0.25b至0.6b的高度范围内
(b为柱截面宽度),增大水平箍筋截面的配置,其增加量依承载力分析结果确定。
4、活动支座根据设计需要在上支座板与滑板之间设置偏值。
5、支座和预埋钢板的连接若采用焊接时,要采取降温措施,或对边断续焊的方法,防止支座钢件过热而损坏聚四氟乙烯板,
橡胶密封圈和5201硅脂。
6、安装前应使下部结构的标高和水平度满足设计要求。支座四角高差不大于1㎜。
7、支座中心线应与主梁中心线及下部结构安装线重合。
8、支座安装就位后,底板与预埋钢板焊接就符合设计要求。待梁体施工完毕后,应立即拆除临时连接件。
9、支座安装时必须将上支座板与下支座板的连接件安装好,待支座安装就位完成后拆除,并立即安装上防尘罩
(防尘罩为橡胶板,同现场施工单位负责安装)。
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