高支模集中线荷载计算

集中线荷载计算（超过20KN/M需专家论证),,,,,,,,,,,,,,,,

序号,梁类型,支模架适用计算书,梁高,梁宽,钢筋砼自重,模板自重,永久荷载,均布活荷载,线荷载（KN/M),部位,梁编号及跨数,跨度（m),梁底立杆数量,板厚（mm),,

1,A,700×2300,2.3,0.7,41.86,2.65,53.412,2.94,56.352,1-22~1-23/1-W,KZL1(1),7.2,2根,180,,

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2,B,800×1500,1.5,0.8,31.2,1.9,39.72,3.36,43.08,1-21/1-W~1-X,WKZL1(1),8.7,2根,,,

3,,,1.5,0.75,29.25,1.875,37.35,3.15,40.5,1-22/1-W~1-X,WKZL3(1),8,,,,

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4,C,400×2600,2.6,0.4,27.04,2.8,35.808,1.68,37.488,1-23/1-Y~1-a,KL31(1),8.35,1根,,,

,,,,,,,,,,1-23/1-a~1-b,KL31(1),8.35,,,,

5,,,2.5,0.4,26,2.7,34.44,1.68,36.12,1-23/1-X~1-Y,KL31(1),8.35,,,,

,,,,,,,,,,1-22~1-25/1-g~1-k,KL32b(1),8.35,,,,

6,,,1.5,0.6,23.4,1.8,30.24,2.52,32.76,1-17~1-21/1-W,WKL36(1),13,,,,

,,,,,,,,,,1-14~1-18/1-Y,WKL28(1),10.3,,,,

,,,,,,,,,,1-15~1-18/1-X,WKL30(1),10.6,,,,

,,,1.4,0.7,25.48,1.75,32.676,2.94,35.616,1-n~1-r/1-18~1-19,KZL2(1),7.05,,,,

7,,,2.6,0.35,23.66,2.775,31.722,1.47,33.192,1-b~1-c/1-23,KL31(1),8.35,,,,

,,,,,,,,,,1-c~1-e/1-23,KL31(1),8.35,,,,

,,,2.3,0.4,23.92,2.5,31.704,1.68,33.384,1-21~1-22/1-X,KL33(1),8.35,,,,

,,,2.45,0.35,22.295,2.625,29.904,1.47,31.374,1-T~1-V/1-23,KL52(2),8.35,,,,

,,,2.4,0.35,21.84,2.575,29.298,1.47,30.768,1-22~1-23/1-N,KL29a(1)KL52(3),8.35,,,,

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,D,500×1500,1.5,0.5,19.5,1.75,25.5,2.1,27.6,1-17~1-20/1-V,KL6(1),10.7,1根,,,

,,,1.7,0.4,17.68,1.9,23.496,1.68,25.176,1-15~1-17/2-n,KL10(1),3.3,,,,

,,,2,0.35,18.2,2.175,24.45,1.47,25.92,1-19~1-21/1-X,KL32(1),7.5,,,,

,,注:1、集中线荷载超标的楼层位于－1层结构梁；,,,,,,,,,,,,,,

,,2、本层板厚均为180mm；,,,,,,,,,,,,,,

,,3、层高为3.6~6.2m之间；,,