建筑结构荷载统计计算表大全

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1、荷载统计表一楼面房间建筑作法（kN/m2）结构恒载标准值kN/m2活载标准值kN/m2设计值取较大值备注施工活荷1.2Gk+1.3QkkN/m2板厚(mm)自重kN/m21.2Gk+1.4QkkN/m21.35Gk+1.4x0.7QkkN/m2起居室卧室餐厅书房厨房H-0.120商业网点做法100厚H-0.1001.预留40厚面层28x0.02+20x0.02=0.962.水泥浆一道0.053.30厚细石砼0.03x24=0.724.30厚豆石砼0.03x24=0.725.20板底灰（或吊顶）0.02x17=0.34合计=2.8

2、01002.505.302.01102.755.602.01203.005.802.01303.256.102.01403.506.302.0卫生间家政阳台做法110厚高差20厚H-0.1301.预留30厚面层0.702.20厚水泥砂浆保护层0.02x20=0.403.聚氨酯涂膜防水层0.054.20厚水泥砂浆找平层0.02x20=0.405.40厚细石砼找坡0.04x24=0.966.真空镀铝聚酯薄膜0.057.20板底灰（或吊顶）0.02x17=0.34合计=2.901002.505.402.0有浴缸处活荷4.01102.7

3、55.702.01203.005.902.0阳台做法40厚H-0.0601.预留40厚面层28x0.02+20x0.02=0.962.水泥浆一道0.053.20板底灰（或吊顶）0.02x17=0.34合计=1.351002.503.902.51102.754.102.51203.004.402.5走廊做法100厚H-0.1001.10厚防滑地砖2.20厚1:4干硬性水泥砂浆0.653.30厚细石砼0.03x24=0.724.40厚豆石砼0.04x24=0.965.20板底灰（或吊顶）0.02x17=0.34合计=2.701002

4、.505.202.01102.755.502.01203.005.702.0荷载统计表二楼面房间建筑作法（kN/m2）结构恒载标准值kN/m2活载标准值kN/m2设计值取较大值备注施工活荷1.2Gk+1.3QkkN/m2板厚(mm)自重kN/m21.2Gk+1.4QkkN/m21.35Gk+1.4x0.7QkkN/m2门厅前室做法50厚H-0.0501.20厚大理石板铺实拍平28x0.02=0.562.30厚1:4干硬性水泥砂浆0.03x20=0.603.水泥浆一道0.054.20板底灰（或吊顶）0.02x17=0.34合计=1

5、.601002.504.102.01102.754.402.01203.004.602.06#一层前室走廊做法110厚H-0.1101.20厚大理石板铺实拍平28x0.02=0.562.30厚1:4干硬性水泥砂浆0.03x20=0.603.30厚细石砼0.03x24=0.724.30厚豆石砼0.03x24=0.725.20板底灰（或吊顶）0.02x17=0.34合计=3.001002.505.502.01102.755.802.01203.006.002.0电梯机房做法20厚H-0.0201.20厚水泥砂浆面层0.02x20=0

6、.402.水泥浆一道0.053.20板底灰（或吊顶）0.02x17=0.34合计=0.801002.503.307.01102.753.607.01203.003.807.0楼梯间做法20厚H-0.0201.20厚水泥砂浆面层0.02x20=0.402.水泥浆一道0.053.20板底灰（或吊顶）0.02x17=0.34合计=0.80802.002.803.51002.503.303.51102.753.603.51203.003.803.5水箱间1.30厚C20细石砼0.03x24=0.722.聚氨酯防水涂料0.053.刷基层处

7、理剂一遍0.054.20厚水泥砂浆找平层0.02x20=0.405.20板底灰（或吊顶）0.02x17=0.34合计=1.601002.504.102.01102.754.402.01203.004.602.0荷载统计表三屋面房间建筑作法（kN/m2）结构恒载标准值kN/m2活载标准值kN/m2设计值取较大值备注施工活荷1.2Gk+1.3QkkN/m2板厚(mm)自重kN/m21.2Gk+1.4QkkN/m21.35Gk+1.4x0.7QkkN/m2上人屋面05J1屋6B2-50-F21.10厚地砖面层20x0.01=0.202

8、.25厚水泥砂浆结合层20x0.025=0.503.防水层（改性沥青）0.054.20厚水泥砂浆找平层0.02x20=0.405.聚苯乙烯泡沫塑料板保温层（B2）0.056.1:8水泥膨胀珍珠岩找破2%，最薄处20厚{0.02+8.5x（2%）/2}x15=1.