TKJ900一1.0一JX客运电梯设计论文
- 文件介绍：
- 该文件为 doc 格式，下载需要 20 积分
- 随着人民生活水平的日趋提高，新技术和先进设备的应用,将会有越来越多的超高建筑物出现. 这些建筑物中快速、高效、平稳的垂直服务是不可缺少的, 电梯作为垂直交通工具, 对其数量的配置、控制方式及有关参数的选定将不仅直接影响建筑物的一次投资(一般电梯投资约占建筑物总投资的10％左右），而且还将影响建筑物的使用安全和经营服务质量. 在建筑物内，恰当地选用电梯的类型、容量、运行速度、控制方式非常重要， 而建筑物内的电梯一经选定和安装使用就几乎成了永久的事实，以后若想增加或改型非常困难，甚至是不可能的了.
本论文设计电梯所选型号为TKJ900/1.0-JX（其中TK-乘客电梯、J-交流、900-载重量为900kg、1.0-电梯速度为1m/s、JX-集选控制）,着重讨论电梯的结构和发展方向,对电梯的结构作了详尽的设计,包括对重与补偿装置、曳引驱动、制动器、钢丝绳及其端接装置等,并对电梯的关键部位做了详细的强度计算和计算机绘图.[3]
关键词: 电梯，电梯系统，强度计算，对重，曳引机
The design of TKJ 900/1.0-JX elevator
Abstract
With people's living standard raising gradually,and the application of new technique as well as advanced equipments,The city will have more and more extremely high building to appear.Efficiently, steadyiy perpendicular service is indispensable in these buildings. The elevator is perpendicular pileup, as to it's selection of allocation, control way and relevant parameter of amount not only influence directly the investment of the buildings(the general elevator invests to share building to always invest around of 10% is or so) ,but also influence the buildings of usage safety and management service quality.In the buildings,it is important that the selection of the capacity to the elevator ,the circulate speeds and control ways.If the elevator in the building as soon as made selection or installed almostiy,it is very difficult and even impossible to increase or remodeling the parts of elevator.
The model number that this design chooses for TKJ900/1.0-JX (among them TK as passenger's elevator and J as communicate, 900 as loading capacity for 900 kgs, 1.0 as this speeds for the elevator is 1 m/s and JX as to choose a control is gather).E 随着人民生活水平的日趋提高，新技术和先进设备的应用,将会有越来越多的超高建筑物出现. 这些建筑物中快速、高效、平稳的垂直服务是不可缺少的, 电梯作为垂直交通工具, 对其数量的配置、控制方式及有关参数的选定将不仅直接影响建筑物的一次投资(一般电梯投资约占建筑物总投资的10％左右），而且还将影响建筑物的使用安全和经营服务质量. 在建筑物内，恰当地选用电梯的类型、容量、运行速度、控制方式非常重要， 而建筑物内的电梯一经选定和安装使用就几乎成了永久的事实，以后若想增加或改型非常困难，甚至是不可能的了.
本论文设计电梯所选型号为TKJ900/1.0-JX（其中TK-乘客电梯、J-交流、900-载重量为900kg、1.0-电梯速度为1m/s、JX-集选控制）,着重讨论电梯的结构和发展方向,对电梯的结构作了详尽的设计,包括对重与补偿装置、曳引驱动、制动器、钢丝绳及其端接装置等,并对电梯的关键部位做了详细的强度计算和计算机绘图.[3]
关键词: 电梯，电梯系统，强度计算，对重，曳引机
The design of TKJ 900/1.0-JX elevator
Abstract
With people's living standard raising gradually,and the application of new technique as well as advanced equipments,The city will have more and more extremely high building to appear.Efficiently, steadyiy perpendicular service is indispensable in these buildings. The elevator is perpendicular pileup, as to it's selection of allocation, control way and relevant parameter of amount not only influence directly the investment of the buildings(the general elevator invests to share building to always invest around of 10% is or so) ,but also influence the buildings of usage safety and management service quality.In the buildings,it is important that the selection of the capacity to the elevator ,the circulate speeds and control ways.If the elevator in the building as soon as made selection or installed almostiy,it is very difficult and even impossible to increase or remodeling the parts of elevator.
The model number that this design chooses for TKJ900/1.0-JX (among them TK as passenger's elevator and J as communicate, 900 as loading capacity for 900 kgs, 1.0 as this speeds for the elevator is 1 m/s and JX as to choose a control is gather).E目 录
中文摘要………………………………………………………………………………1
英文摘要………………………………………………………………………………2
1绪论…………………………………………………………………………………6
1.1 电梯概述…………………………………………………………………………6
1.2 电梯的分类……………………………………………………………………8
1.3 电梯的基本结构…………………………………………………………………8
1.4 电梯技术发展展望……………………………………………………………12
2 电梯结构设计……………………………………………………………………16
2.1 曳引驱动（驱动方式比较选择，绕绳方式， 曳引力，比压）……………16
2.2 制动器(选择，制动力计算) …………………………………………………25
2.3 钢丝绳及其端接装置（种类规格，选择计算，寿命，端接转载）…………30
2.4 轿厢……………………………………………………………………………32
2.5 对重与补偿装置………………………………………………………………33
3 强度计算…………………………………………………………………………34
3.1 轿架立柱强度计算……………………………………………………………34
3.2 上梁强度计算…………………………………………………………………34
3.3 下梁强度计算…………………………………………………………………36
3.4 轿厢撞底时下梁强度计算……………………………………………………38
3.5 导轨强度计算…………………………………………………………………40
4 结论………………………………………………………………………………42
参考文献………………………………………………………………………………43
谢辞……………………………………………………………………………………44...
热门关键词： 
