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同济荷载计算模板

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墙体荷载表砌体类别空心率(≤1)或容重厚度荷载值(kn/m2)清水墙单面普通粉单面石材类粉双面普通粉一面普通一面石材备注mm0.460120机制粘土砖实心墙0.61.742.884.025.167.634.214.023.943.721.972.424.251.631.972.773.341.241.381.732.082.432.403.304.200.81.943.084.225.367.834.414.224.143.922.172.624.451.832.172.973.1.401.1.2.242.592.603.504.401.151.301.5512.143.284.425.568.034.614.424.344.122.372.824.652.032.373.173.741.561.702.052.402.752.803.704.60粉刷同上用于框架填充墙,容重按700kg/m3计算砖的孔洞率一般在40%,粉刷同上粉刷同上20厚水泥砂浆单面粉刷0.4kn/m21.142.283.424.567.033.613.423.343.121.371.823.651.031.372.172.740.560.701.051.401.751.802.703.600.350.500.750.700.600.251.2.683.824.967.434.013.823.743.521.772.224.051.431.772.573.140.901.041.391.742.092.203.104.000.750.901.151.101.001918024037024020厚混合砂浆单面粉刷0.4kn/m2贴,挂石材0.60kn/m2一眠一斗,粉刷同上一眠二斗,粉刷同上一眠三斗,粉刷同上全斗,粉刷同上机制粘土砖空斗墙24024024090KP1烧结多孔砖墙0.212024090烧结空心砖墙0.412019024080100轻质实心类砌块墙7150200250砼或轻质类空心砌块墙200.2512018024090GRC板12015020厚混合砂浆单面粉刷0.4kn/m2泰柏板FC墙板轻型金属夹心板10060~9030~60均按总20厚混合砂浆粉刷0.4kn/m21.4020厚混合砂浆单面粉刷0.4kn/m2不另加粉刷

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