b9棟荷載統(tǒng)計(jì)

1、東風(fēng)陽光城#16920033273:01PM樓、屋面板荷載統(tǒng)計(jì)(kNm2)內(nèi)容項(xiàng)次厚度荷載值（kNm2）客廳恒載p1現(xiàn)澆板厚度（mm):16025x0.16=4花崗巖大理石地面0.75250厚板面粉刷5020x0.05=1合計(jì):5.75活載g2.00設(shè)計(jì)值qq=1.35x5.751.4x0.7x2=9.72臥室1恒載p1現(xiàn)澆板厚度（mm):12025x0.12=32建筑做法1.6合計(jì):4.60活載g2.00設(shè)計(jì)值qq=1.2x4.61.

2、4x2=8.32臥室2(四層）恒載p1現(xiàn)澆板厚度（mm):12025x0.12=32加氣塊填充20014x0.2=2.82建筑做法1.6合計(jì):7.40活載g2.00設(shè)計(jì)值qq=1.35x7.41.4x0.7x2=11.95臥室1陽光房恒載p1現(xiàn)澆板厚度（mm):10025x0.1=2.52建筑做法1.6合計(jì):4.10活載g2.00設(shè)計(jì)值qq=1.2x4.11.4x2=7.72廚房，衛(wèi)生間恒載p1現(xiàn)澆板厚度（mm):10025x0.1=2

3、.528厚地磚鋪實(shí)0.5325厚1：4干硬性水泥砂漿2520x0.025=0.54基層處理劑一遍0.05520厚C20混凝土0.5％找坡3025x(3.3x0.00520.02)=0.75620厚1：2.5水泥砂漿找平2020x0.02=0.471.5厚防水涂料0.2合計(jì):4.90活載g2.00設(shè)計(jì)值qq=1.2x4.91.4x2=8.68衣帽間工人房走廊門廳恒載p1現(xiàn)澆板厚度（mm):9025x0.09=2.252建筑做法1.6合計(jì):

4、3.85活載g2.00設(shè)計(jì)值qq=1.2x3.851.4x2=7.42露臺1（按建筑屋面1）恒載p1現(xiàn)澆板厚度（mm):10025x0.1=2.5225厚1：4干硬性水泥砂漿2520x0.025=0.53瀝青油氈和防水卷材0.44100厚水泥珍珠巖板1004x0.1=0.4520厚1：8水泥珍珠巖2％找坡7016x(5.0x0.0220.02)=1.12620厚1：2.5水泥砂漿找平2020x0.02=0.4740厚C30混凝土防水層4

5、025x0.04=188－10厚地磚0.5合計(jì):6.82活載g2.50設(shè)計(jì)值qq=1.2x6.821.4x2.5=11.68陽臺(按露臺做法)恒載p1現(xiàn)澆板厚度（mm):9025x0.09=2.252建筑做法4.32合計(jì):6.57活載g2.50設(shè)計(jì)值qq=1.2x6.571.4x2.5=11.38露臺2恒載p1現(xiàn)澆板厚度（mm):12025x0.12=32建筑做法4.32合計(jì):7.32活載g2.50設(shè)計(jì)值qq=1.35x7.321.4x

6、0.7x2.5=12.33屋面1（不上人屋面)恒載p1現(xiàn)澆板厚度（mm):9025x0.09=2.252基層處理劑一遍0.053頁巖保護(hù)層0.14二層3厚橡膠卷材0.1520厚1：8水泥珍珠巖2％找坡7016x(5x0.0220.02)=1.12620厚1：2.5水泥砂漿找平2020x0.02=0.47干鋪150厚加氣混凝土砌塊15014x0.15=2.1合計(jì):6.12活載g0.70設(shè)計(jì)值qq=1.35x6.121.4x0.7x0.7=

7、8.95屋面2恒載p1現(xiàn)澆板厚度（mm):10025x0.1=2.52建筑做法3.87合計(jì):6.37活載g0.70設(shè)計(jì)值qq=1.35x6.371.4x0.7x0.7=9.29屋面3恒載p1現(xiàn)澆板厚度（mm):12025x0.12=32建筑做法3.87合計(jì):6.87活載g0.70設(shè)計(jì)值qq=1.35x6.871.4x0.7x0.7=9.96屋面4恒載p1現(xiàn)澆板厚度（mm):15025x0.15=3.752建筑做法3.87合計(jì):7.62活

8、載g0.70設(shè)計(jì)值qq=1.35x7.621.4x0.7x0.7=10.97屋面5(不上人屋面)恒載p1現(xiàn)澆板厚度（mm):20025x0.2=52建筑做法3.87合計(jì):8.87活載g0.70設(shè)計(jì)值qq=1.35x8.871.4x0.7x0.7=12.66樓梯板梯板尺寸踏步b=270踏步h=166.7a=arctg(hb)=0.5531梯間寬:1200恒載p1欄桿及側(cè)邊粉刷：1.5x11.2=1.2502水磨石面層(mm):3020x0

9、.03x(0.270.1667)0.27=0.973現(xiàn)澆板厚度（mm):10025x(0.1cos(a)0.16672)=5.024板底粉刷（mm):2020x0.02cos(a)=0.47合計(jì):7.71活載g2.00設(shè)計(jì)值qq=1.2x7.711.4x2=12.05墻體荷載統(tǒng)計(jì)20033273:01PM墻體層高荷載值(kNm)1一層擋土墻體1（2.2m高200厚墻)2.2(25x0.20.4)x2.2=11.92標(biāo)準(zhǔn)層內(nèi)隔墻2.7(8

10、x0.20.8)x2.7=6.53標(biāo)準(zhǔn)層外墻1(2.6米高200厚貼瓷磚)2.7（8x0.20.80.5)x2.7=7.84標(biāo)準(zhǔn)層外墻12.72.4x2.7=6.55標(biāo)準(zhǔn)層外墻2（帶0.9m寬空調(diào)板)2.72.4x2.70.5(空調(diào)板)=76外伸0.6m窗套參考B9棟7.87陽臺花池參考B9棟108標(biāo)準(zhǔn)層衛(wèi)生間隔墻（120厚)2.7(19x0.120.80.3)x2.7=9.29露臺墻欄桿0.42.4x0.41.5=2.510女兒墻1（