TKJ900一1.0一JX客運電梯設(shè)計論文
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- 隨著人民生活水平的日趨提高，新技術(shù)和先進(jìn)設(shè)備的應(yīng)用,將會有越來越多的超高建筑物出現(xiàn). 這些建筑物中快速、高效、平穩(wěn)的垂直服務(wù)是不可缺少的, 電梯作為垂直交通工具, 對其數(shù)量的配置、控制方式及有關(guān)參數(shù)的選定將不僅直接影響建筑物的一次投資(一般電梯投資約占建筑物總投資的10％左右），而且還將影響建筑物的使用安全和經(jīng)營服務(wù)質(zhì)量. 在建筑物內(nèi)，恰當(dāng)?shù)剡x用電梯的類型、容量、運行速度、控制方式非常重要， 而建筑物內(nèi)的電梯一經(jīng)選定和安裝使用就幾乎成了永久的事實，以后若想增加或改型非常困難，甚至是不可能的了.
本論文設(shè)計電梯所選型號為TKJ900/1.0-JX（其中TK-乘客電梯、J-交流、900-載重量為900kg、1.0-電梯速度為1m/s、JX-集選控制）,著重討論電梯的結(jié)構(gòu)和發(fā)展方向,對電梯的結(jié)構(gòu)作了詳盡的設(shè)計,包括對重與補償裝置、曳引驅(qū)動、制動器、鋼絲繩及其端接裝置等,并對電梯的關(guān)鍵部位做了詳細(xì)的強度計算和計算機(jī)繪圖.[3]
關(guān)鍵詞: 電梯，電梯系統(tǒng)，強度計算，對重，曳引機(jī)
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 隨著人民生活水平的日趨提高，新技術(shù)和先進(jìn)設(shè)備的應(yīng)用,將會有越來越多的超高建筑物出現(xiàn). 這些建筑物中快速、高效、平穩(wěn)的垂直服務(wù)是不可缺少的, 電梯作為垂直交通工具, 對其數(shù)量的配置、控制方式及有關(guān)參數(shù)的選定將不僅直接影響建筑物的一次投資(一般電梯投資約占建筑物總投資的10％左右），而且還將影響建筑物的使用安全和經(jīng)營服務(wù)質(zhì)量. 在建筑物內(nèi)，恰當(dāng)?shù)剡x用電梯的類型、容量、運行速度、控制方式非常重要， 而建筑物內(nèi)的電梯一經(jīng)選定和安裝使用就幾乎成了永久的事實，以后若想增加或改型非常困難，甚至是不可能的了.
本論文設(shè)計電梯所選型號為TKJ900/1.0-JX（其中TK-乘客電梯、J-交流、900-載重量為900kg、1.0-電梯速度為1m/s、JX-集選控制）,著重討論電梯的結(jié)構(gòu)和發(fā)展方向,對電梯的結(jié)構(gòu)作了詳盡的設(shè)計,包括對重與補償裝置、曳引驅(qū)動、制動器、鋼絲繩及其端接裝置等,并對電梯的關(guān)鍵部位做了詳細(xì)的強度計算和計算機(jī)繪圖.[3]
關(guān)鍵詞: 電梯，電梯系統(tǒng)，強度計算，對重，曳引機(jī)
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 錄
中文摘要………………………………………………………………………………1
英文摘要………………………………………………………………………………2
1緒論…………………………………………………………………………………6
1.1 電梯概述…………………………………………………………………………6
1.2 電梯的分類……………………………………………………………………8
1.3 電梯的基本結(jié)構(gòu)…………………………………………………………………8
1.4 電梯技術(shù)發(fā)展展望……………………………………………………………12
2 電梯結(jié)構(gòu)設(shè)計……………………………………………………………………16
2.1 曳引驅(qū)動（驅(qū)動方式比較選擇，繞繩方式， 曳引力，比壓）……………16
2.2 制動器(選擇，制動力計算) …………………………………………………25
2.3 鋼絲繩及其端接裝置（種類規(guī)格，選擇計算，壽命，端接轉(zhuǎn)載）…………30
2.4 轎廂……………………………………………………………………………32
2.5 對重與補償裝置………………………………………………………………33
3 強度計算…………………………………………………………………………34
3.1 轎架立柱強度計算……………………………………………………………34
3.2 上梁強度計算…………………………………………………………………34
3.3 下梁強度計算…………………………………………………………………36
3.4 轎廂撞底時下梁強度計算……………………………………………………38
3.5 導(dǎo)軌強度計算…………………………………………………………………40
4 結(jié)論………………………………………………………………………………42
參考文獻(xiàn)………………………………………………………………………………43
謝辭……………………………………………………………………………………44...
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