荷载统计表楼面房间建筑作法（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=0.341002.505.302.01102.755.602.01203.005.802.01303.256.102.01403.506.302.0合计=2.80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）1002.505.402.0有浴缸处活荷 4.01102.755.702.01203.005.902.0合计=2.90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=0.341002.503.902.51102.754.102.51203.004.402.5合计=1.35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=0.341002.505.202.01102.755.502.01203.005.702.0合计=2.70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=0.341002.504.102.01102.754.402.01203.004.602.0合计=1.606#—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=0.341002.505.502.01102.755.802.01203.006.002.0合计=3.00电梯机房做法 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=0.341002.503.307.01102.753.607.01203.003.807.0合计=0.80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）0.02x1...
