| 兰新第二双线强风环境下桁架门吊的设计 |
| |
| 引用本文： | 高素斌.兰新第二双线强风环境下桁架门吊的设计[J].铁道建筑技术,2011(4):83-85. |
| |
| 作者姓名： | 高素斌 |
| |
| 作者单位： | 邯郸中铁桥梁机械有限公司,河北,邯郸,056003 |
| |
| 摘 要： | 以兰新铁路第二双线哈密雅子泉梁场龙门吊为实例,介绍了在强风环境下桁架龙门吊设计中的验算依据与方法,防风锚碇装置构造和槽形梁四点吊装三点平衡的结构设计。
|
| 关 键 词： | 龙门吊 吊装设计 防风措施 三点平衡 有限元 |
The Design of Truss and Gantry Crane of the Second Two-Lane of Lanzhou-Xinjiang Railway in the Context of Strong Wind |
| |
| Gao Subin.The Design of Truss and Gantry Crane of the Second Two-Lane of Lanzhou-Xinjiang Railway in the Context of Strong Wind[J].Railway Construction Technology,2011(4):83-85. |
| |
| Authors: | Gao Subin |
| |
| Institution: | Gao Subin(China Railway Bridge Machinery Co.Ltd,Handan 056003,China) |
| |
| Abstract: | The paper introduces the basis of checking and methods about the design of truss and gantry crane in the context of strong wind,the structure of windbreak spud and the structure design of trough girder-four sections hoisting,three sections balance,taking Hami Yaziquan Liangchang gantry crane of the second two-lane of Lanzhou-Xinjiang Railway. |
| |
| Keywords: | gantry crane hoisting design windbreak measures three sections balance finite element |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
