| 谈输电塔螺栓连接设计 |
| |
| 引用本文： | 王力,肖俊俊. 谈输电塔螺栓连接设计[J]. 山西建筑, 2014, 0(22): 138-139 |
| |
| 作者姓名： | 王力 肖俊俊 |
| |
| 作者单位： | 安徽华电工程咨询设计有限公司,安徽合肥230000 |
| |
| 摘 要： | 对输电塔连接螺栓的受力状态和可能出现的破坏形式进行了分析,通过研究孔壁挤压和螺栓剪切对节点螺栓个数的影响,提出采用临界厚度来判断螺栓连接控制因素的方法,总结了110 kV~500 kV输电线路角钢塔螺栓设计的注意事项和建议。
|
| 关 键 词： | 输电塔 连接螺栓 孔壁挤压 螺栓剪切 临界厚度 |
On the design of the transmission tower bolted |
| |
| WANG Li,XIAO Jun-jun. On the design of the transmission tower bolted[J]. Shanxi Architecture, 2014, 0(22): 138-139 |
| |
| Authors: | WANG Li XIAO Jun-jun |
| |
| Affiliation: | ( Anhui Huadian Engineering Consulting ＆ Design Co. ,Ltd, Hefei 230000, China) |
| |
| Abstract: | Stress state of the connecting bolts on transmission towers and collapse modes that may come up are analyzed,by studying the effects on the number of bolt made by hole wall extrusion and bolt shear,a method using critical thickness to determine the controlling factors of the bolt is proposed,some considerations and recommendations about 110 kV ~ 500 kV transmission line angle steel tower bolt design are also summar-rised. |
| |
| Keywords: | transmission towers connecting bolts hole wall extrusion bolt shear critical thickness |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
