建筑結構荷載統(tǒng)計計算表格（自動版）

1、,結構荷載統(tǒng)計,面荷載(kN/),房間位置,內容, 荷載統(tǒng)計（樓板自重未計）,項次,建筑做法,厚度(m),重度(kN/m),計算數值 ,客廳、餐廳、走道 ,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.005,20,0.10 ,2,建筑面層,0.02,20,0.40 ,3,二次裝修荷載 ,1.00 ,合計: ,1.50 ,活載q,2.00 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),4.60 ,臥室、書房、廚房 ,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.005,20,0.10 ,2,建筑面層,0.02,20,0.40 ,3,二次裝修荷載 ,0.70

2、,合計: ,1.20 ,活載q,2.00 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),4.24 ,商場,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.025,20,0.50 ,2,建筑面層,0.02,20,0.40 ,3,二次裝修荷載 ,1.10 ,合計: ,2.00 ,活載q,3.50 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),7.30 ,衛(wèi)生間(下沉250) ,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.005,20,0.10 ,2,輕質材料回填,0.2,12,2.40 ,3,C20細石混凝土1%找坡 (2.2

3、x0.01/2+0.03),0.041,22,0.90 ,4,1.5厚聚氨酯防水涂膜,0.0015,20,0.03 ,5,20厚1:3水泥砂漿找平,0.02,20,0.40 ,6,二次裝修荷載 ,0.70 ,合計: ,4.53 ,活載q,2.00 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),8.24 ,衛(wèi)生間(下沉400) ,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.005,20,0.10 ,2,輕質材料回填,0.35,12,4.20 ,3,C20細石混凝土1%找坡 (2.2x0.01/2+0.03),0.041,22,0.90 ,4,1.5厚聚氨酯防

4、水涂膜,0.0015,20,0.03 ,5,20厚1:3水泥砂漿找平,0.02,20,0.40 ,6,二次裝修荷載 ,0.70 ,合計: ,6.33 ,活載q,2.00 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),10.51 ,上人屋面 ,恒載g ,1,5厚板底粉刷 (或吊頂) ,0.005,20,0.10 ,2,20厚(最薄處)厚水泥珍珠巖找坡2%(按12m找坡),0.14,14,1.96 ,3,20厚水泥砂漿找平層,0.02,20,0.40 ,4,刷基層處理劑一遍、4厚APP改性瀝青防水卷材、30厚擠塑聚苯乙烯保溫隔熱板、點粘一層350號石油瀝青油氈,

5、0.22 ,5,25厚粗砂墊層,0.50 ,6,30厚預制混凝土塊,0.72 ,合計: ,3.90 ,活載q,2.00 ,設計值p, P=max(1.2g+1.4q,1.35xg+0.7x1.4xq),7.48 ,線荷載(kN/m),墻體厚度(m),層高(m),梁高度,磚墊砌斜砌高度,灰砂磚容重,加氣塊砌體容重,粉刷厚度,粉刷層容重,合計：,0.1,3.6 ,0.4,0.42,18,7.2,0.05,20,6.0 ,4.2 ,0.12,3.6 ,0.5,0.42,18,7.2,0.05,20,6.3 ,4.4 ,0.12,3.0 ,0.35,0,18,18,0.05,20,8.4 ,5.9 ,

6、0.2,1.2 ,0,0.42,18,7.2,0.05,20,3.8 ,2.7 ,0.2,4.8 ,0.6,0.42,18,7.2,0.05,20,11.2 ,7.8 ,0.25,2.9 ,0.5,0.42,18,7.2,0.05,20,7.9 ,5.5 ,0.1,5.7 ,0.6,0.42,18,7.2,0.05,20,9.2 ,6.5 ,0.2,5.7 ,0.6,0.42,18,7.2,0.05,20,13.4 ,9.3 ,0.25,5.7 ,0.6,0.42,18,7.2,0.05,20,15.4 ,10.8 , 欄桿,考慮200X200混凝土翻邊 25X0.2X0.2+2.5=,3.5 ,女兒墻,1.8 ,考慮200X200混凝土壓頂(考慮構造柱X1.1） 1.1X 25X0.2X0.2+2.44X(1.6-0.2)=,5.0 ,飄窗處根據實際情況取值(一般取1011KN/m);飄窗兩側有側墻