| 水泥厂排水沟盖板的规划、安全荷载要求 |
| 添加时间：2019/10/9 13:54:35 浏览次数： |
| 水泥厂排水沟盖板的规划、安全荷载要求： Planning and Safety Load Requirements of Drainage Channel Cover in Cement Plant: 1、单人通行的走道板，其均布荷载才华不小于3.0 kN/m2; 1. The uniform load talent of single-person walkway slab is not less than 3.0 kN/m2. 2、双向通行的走道板，其均布荷载才华不小于5.0kN/m2; 2. The uniform load talent of the two-way walkway slab is not less than 5.0kN/m2. 3、高密度人行走道板，其均布荷载才华不小于7.5kN/m2; 3. High density walkway slab, its uniform load talent is not less than 7.5kN/m2; 4、对交通道路上运用的排水沟盖板，轮压增加10%，均布荷载才华应相应增加25%。 4. For the drainage ditch cover used on traffic roads, the wheel pressure should be increased by 10%, and the talent of uniform load should be increased by 25%. 5、排水沟盖板中如有堵截，钢格板余下的面积应具有持平的荷载才华。 途径走道的规划要求排水沟盖板途径接受规划荷载时，其变形挠度不能大于跨距的1/200，最大不能超过10mm。 5. If the drainage ditch cover is blocked, the remaining area of the steel grille should have the ability of flat load. The planning of the passageway requires that the deformation deflection of the drainage ditch cover plate should not be greater than 1/200 of the span and the maximum should not exceed 10 mm when it accepts the planned load. 6、除满意上述要求外，还应契合下列规则：规划荷载值1.5时，钢格板不会发生永久变形; 规划荷载值3.0时，钢格板不会发生裂断。 6. In addition to satisfying the above requirements, the following rules should be followed: when the planned load value is 1.5, the steel grille will not be permanently deformed; when the planned load value is 3.0, the steel grille will not crack. |
| 上一页 当模板有非预留孔洞和孔隙时,应予堵塞,不得漏浆 |
| 下一页 玻璃钢电缆管箱（玻纤聚酯电缆槽）的安装 |
Copyright © 技术支持：遨游网络