電梯流量分析計算軟件

,,,,,,,,,,,日本JIS標(biāo)準(zhǔn)參考值,,,,,,

電梯的服務(wù)形式,,單向區(qū)間急行,,,,,CASE1條件,CASE2條件,CASE3條件,,m/分,tas,Sam,,,,

,,,,,總提升高度,SE(m),38.50,38.50,38.50,,,,,,,,

,,,,,設(shè)站區(qū)間行走距離,SL(m),29.50,29.50,29.50,,45,1.40,0.53,,,,

,,,,,設(shè)站區(qū)間服務(wù)層數(shù),(n),10.00,10.00,10.00,,60,1.70,0.83,,,,

,,,,,急行區(qū)間行走距離,SEI(m),9.00,9.00,9.00,,90,2.20,1.65,,,,

,,,,,電梯加速時間,ta(s),2.70,3.20,3.70,,105,2.45,2.14,,,,

,,,,,加速距離,Sa(m),2.70,4.00,5.55,,120,2.70,2.70,,,,

,,,,,門寬,d(s),800.00,800.00,800.00,,150,3.20,4.00,,,,

,,,,,門開關(guān)合計時間,td(s),3.70,3.70,3.70,,180,3.70,5.55,,,,

,,,,,出入口寬度系數(shù),k,1.00,1.00,1.00,,210,4.20,7.35,,,,

,,,,,電梯定員,(人),13.00,13.00,13.00,,240,4.70,9.40,,,,

,,,,,電梯速度,(m/分),120.00,150.00,180.00,,300,5.70,14.25,,,,

,,,,,電梯臺數(shù),N(臺),2.00,3.00,3.00,,,,,,,,

,,,,,電梯使用總?cè)藬?shù),(人),572.00,572.00,572.00,,,,,,,,

,,,,,出勤率,n%,80.00,80.00,80.00,,日本JIS標(biāo)準(zhǔn)參考值,,,,,,

,,,,,,,,,,,開門寬度mm,開關(guān)門時間tds,,系數(shù)k,,,

,,,,,,,CASE1結(jié)果,CASE2結(jié)果,CASE3結(jié)果,,,2PCO,2SZP,,,,

電梯速度,,,m/s,V,V=(m/分)/60,,2.00,2.50,3.00,,800,3.70,4.70,1.00,,"Forcalculationpurpose,donotdelete",

電梯乘客人數(shù),,,人,r,r=定員*0.8,,10.40,10.40,10.40,,900,4.00,—,0.95,,,

設(shè)站區(qū)間服務(wù)層數(shù)（始發(fā)層除外）,,,,n,n,,10.00,10.00,10.00,,1000,4.20(3.2),—,0.90,,S≥2Sa,S<2Sa

設(shè)站區(qū)間內(nèi)予想停止數(shù),,,,FL,1-((n-1)/n)＾r(nóng)n(1-((n-1)/n)＾r(nóng))-1,,5.66,5.66,5.66,,1100,4.40(3.3),6.20,0.85,,5.657109907,0.665710991

急行區(qū)間內(nèi)停止數(shù),,,,FE,2,,2.00,3.00,4.00,,1200,—,6.50,0.80,,,

全予想停止數(shù),,,,F,FL+fE,,7.66,8.66,9.66,,()內(nèi)數(shù)值為速平層站開門方式時采用,,,,,,

設(shè)站區(qū)間運(yùn)行L平均走行距離,,,m,S,SL/FL,,5.21,5.21,5.21,,,,,,,,

走行時間,設(shè)站區(qū)間,S＜2Sa的場合,s,Tr,ta*fL,,15.27,18.10,20.93,,評價標(biāo)準(zhǔn),,,,,,

,,S≥2Sa的場合,s,,SL/V+ta*FL（注１）,,,,,,,,5分鐘運(yùn)送能力％,平均間隔s以下,,,

,急行區(qū)間,,s,,(SEI+SE)/V+ta*FE,,29.15,28.60,30.63,,,,,,,,

開關(guān)門時間,,,s,Td,td*F,,28.33,32.03,35.73,,辦公樓,公司專用,20-25,30,,,

乘客出入時間(當(dāng)有貳以外時，要直接輸入數(shù)值)（注２）,,,s,Tp,入：0.8*r,,8.32,8.32,8.32,,,多間公司,16-20,30,,,

,,,,,出：tc=k*r*(F)＾(1/3),,20.50,21.35,22.15,,,出租,11-15,40,,,

損失時間,,,s,T1,0.1*(Td+Tp),,5.71,6.17,6.62,,公共住宅,,3.5-5,1臺90,,,

一周運(yùn)行時間（每１臺）,,,s,RTT,Tr+Td+Tp+T1,,107.29,114.58,124.38,,,,,2臺60,,,

5分鐘輸送人數(shù)（每１臺）,,,人,,300r/RTT,,29.08,27.23,25.08,,酒店,,8-10,40,,,

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平均運(yùn)行間隔,,,s,,RTT/N,,53.64,38.19,41.46,,說明：,,,,,,

５分鐘輸送人數(shù)（n臺時）,,,人,∑P,300r/RTT*N,,58.16,81.69,75.25,,本計算參考日本電梯協(xié)會「升降機(jī)計算指南」,,,,,,

５分鐘輸送能力（n臺時）,,,%,,∑P/（總?cè)藬?shù)*出勤率）,,12.71,17.85,16.44,,（注１）本計算公式僅對s＞