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1、附录A（规范性）电梯选型配置的传统计算方法A.1电梯数量和规格的选择，应满足5min客流高峰期输送能力的要求。5min客流高峰期输送能力的要求（HC）可由建设单位提出，但至少应满足5.1.2的要求。A.25min客流高峰期一般应采用一天内最繁忙5min上行高峰期，也可按照实际情况，采用一天内最繁忙5min下行高峰期或其他有代表性的客流高峰期。HC=Nroo%HC（A.1）NPINT=胃（A.2）RTT=2Ht+（S+1）（7,-tv）+2Ptp（,3）=V（A4）式中：P客流高峰期电梯平均乘客人数，取由轿厢面积确定额定乘客人数的80%；N1计算电梯组中的电梯总数；RTT电梯往返一次运行时间，单
2、位为秒（s）；电梯伸至地下室时，可根据电梯运行级别，每一层地下室增加15s30s0式A.3给出的是上行高峰期的RTT计算公式，对于下行高峰期及其设计工况应根据具体情况，进行RTT计算；H电梯平均最高返回层；S平均停站数；T从电梯开始关闭到下一停层电梯门打开到800mm的时间，单位为秒（s）,T是一个代表电梯自身性能的时间参数，由电梯供应商提供,初步设计阶段也可根据电梯运行级别按8s12s取值；tv理论层间运行时间，单位为秒（三）；tp每个乘客进（出）轿厢的平均时间,单位为秒（s）,tp的值只能依靠估计，一般可取1.2s,对于非常繁忙的办公楼可取0.8s；dr主楼层到最高层的平均层高,单位为米（
3、m）；V电梯额定速度，单位为米每秒（ms）。A.3H和S可分别按式A.5和式A.6计算:H=-Tu（A.5）S=N（-（1-苏）（A.6）式中：Nf主楼层以上电梯服务总层数。部分额定乘客人数和Nf对应的H和S值可查表A.1。A.4电梯数量和轿厢容量的选择，应考虑电梯分层分组或建筑服务分区。表A.1H和S取值（CC为电梯的额定乘客人数）NfCC=IOCC=13CC=18CC=21CC=26HSHSHSHSHS76.65.06.85.66.96.26.96.57.06.787.55.37.76.07.86.87.97.27.97.598.45.58.66.48.87.38.87.88.98.210
4、9.35.79.56.79.77.89.88.39.98.91110.25.910.56.910.78.210.88.810.89.51211.16.011.47.111.68.611.79.211.810.01312.06.112.37.312.68.912.79.612.810.51412.96.313.27.513.59.213.610.013.711.01513.86.414.17.714.49.414.610.314.711.41614.76.515.07.815.49.715.510.615.711.81715.66.516.08.016.39.916.510.916.612.21
5、816.56.616.98.117.310.117.411.117.612.51917.46.717.88.218.210.318.411.318.512.82018.26.718.78.319.110.419.311.619.513.12119.16.819.68.420.110.620.311.720.513.42220.06.820.58.421.010.721.211.921.413.62320.96.921.48.522.010.922.112.122.413.92421.86.922.48.622.911.023.112.323.314.12522.77.023.38.623.81
6、1.124.012.424.314.32623.67.024.28.724.811.225.012.525.214.52724.57.025J8.825.711.325.912.726.214.72825.47.126.08.826.611.426.912.827.214.92926.37.126.98.927.611.527.812.928.115.03027.17.127.88.928.511.628.813.029.115.23128.07.228.89.029.411.729.713.130.015.33228.97.229.79.030.411.730.713.231.015.533
7、29.87.230.69.031.311.831.613.331.915.63430.77.231.59.132.311.932.513.432.915.73531.67.232.49.133.211.933.513.533.815.83632.57.333.39.134.112.034.413.634.816.03733.47.334.29.235.112.135.413.635.816.13834.37.335.19.236.012.136.313.736.716.23935.17.336.19.236.912.237.313.837.716.34036.07.337.09.337.912
8、.238.213.938.616.4附录B（资料性）典型住宅类公共建筑的电梯选型配置参考表表B.1和B.2分别给出了舒适和普通典型住宅类公共建筑的电梯选型配置参考表。假设每户3.2个人，平均层高3.2m,从电梯开始关闭到下一停层电梯门打开到800mm的时间为10s,每个乘客进（出）轿厢的平均时间为1.2s,层数含主楼层和地下室（如果有），每增加一层地下室，Rn增加15s,地下室无住户。表B.1典型住宅类公共建筑的电梯选型配置参考表一舒适层数地下层数3户/层4户/层5户/层6户/层数量容量梯速数量容量梯速数量容量梯速数量容量梯速20无210001.75210001.75210001.752100
9、01.75-1310001.75310001.75310001.75310001.75-2310001.75310001.75310001.75310001.752122无210002.0210002.0210002.0210002.0-1310002.0310002.0310002.0310002.0-2310002.0310002.0310002.0310002.023无310002.0310002.0310002.0310002.0-1310002.0310002.0310002.0310002.0-2310002.0310002.0310002.11310002.024无210002.
10、5210002.5210002.5210002.5-1310002.5310002.5310002.5310002.5-2310002.5310002.5310002.5310002.525无210002.5210002.5210002.5210002.5-1310002.5310002.5310002.531000上二-2310002.5310002.5310002.5310002.526无210002.5210002.5210002.5310002.5-1310002.5310002.5310002.5310002.5-2310002.5310002.5310002.5310002.527
11、29无310002.5310002.310002.5310002.5-1310002.5310002.5310002.5310002.5-2310002.5310002.5310002.5310002.530无210003.0210003.0210003.0310003.0-1310003.0310003.0310003.0310003.0-2310003.0310003.0310003.0310003.0表B.1典型住宅类公共建筑的电梯选型配置参考表一舒适（续）层数地下层数3户/层4户/层5户/层6户/层数量容量梯速数量容量梯速数量容量梯速数量容量梯速31无3100O3.0310003.0310003.0310003.0-1310003.0310003.0
