采暖墙、屋面热系数.doc

1、表 4.2.2-2 严 寒地区( B)区 ( 5000HDD185500 ) 围 护 结 构 热 工 性 能 限 值传热系数 K W/(m2K)围护结构部位 14 层建筑913 层的建筑48 层的建筑3 层建筑屋面 0.40 0.35 0.30 0.25外墙 0.50 0.45 0.40 0.30架空或外挑楼板 0.50 0.45 0.40 0.30非采暖地下室顶板 0.60 0.55 0.45 0.35分隔采暖与非采暖空间的隔墙 1.20 1.20 1.20 1.20户门 1.5 1.5 1.5 1.5阳台门下部门芯板 1.2 1.2 1.2 1.2窗墙面积比20% 2.5 2.5 2.0

2、2.020%窗墙面积比30% 2.2 2.2 2.0 2.030%窗墙面积比40%2.0 2.0 1.8 1.8外窗40%窗墙面积比45%1.8 1.8 1.6 1.6围护结构部位 保温材料层热阻 R (m 2K) / W周边地面 0.85 0.85 1.15 1.15地下室外墙（与土壤接触的外墙）0.95 0.95 1.25 1.25表 4.2.2-2 严 寒地区 (C)区 ( 3800HDD185000 ) 围 护 结 构 热 工 性 能 限 值传热系数 K W/(m2K)围护结构部位 14 层建筑913 层的建筑48 层的建筑3 层建筑屋面 0.50 0.45 0.40 0.30外墙 0

3、.50 0.50 0.45 0.35架空或外挑楼板 0.50 0.50 0.45 0.35非采暖地下室顶板 0.70 0.65 0.55 0.50分隔采暖与非采暖空间的隔墙 1.20 1.20 1.20 1.20户门 1.5 1.5 1.5 1.5阳台门下部门芯板 1.2 1.2 1.2 1.2外窗窗墙面积比20% 2.5 2.5 2.0 2.020%窗墙面积比30% 2.2 2.2 2.0 2.030%窗墙面积比40%2.0 2.0 1.8 1.640%窗墙面积比45%1.8 1.8 1.6 1.5围护结构部位 保温材料层热阻 R (m 2K) / W周边地面 0.6 0.6 0.85 1.

4、15地下室外墙（与土壤接触的外墙）0.65 0.65 0.95 1.25附录 D 围护结构的构造及其热工参数D.1 外墙外保温构造及其热工参数表 D.1.1 外墙外保温构造及其热工参数厚度 R外墙结构部位传热系数 Kp平均传热系数Km简图作法mmW/(mK)am2K/WW/(m2K)W/(m2K)1.内抹混合砂浆 20 0.87 1.0 0.0232.钢筋混凝土 200 1.74 1.0 0.1153.水泥砂浆找平层 20 0.93 1.0 0.02285 0.042 1.2 1.687 0.500 0.50095 0.042 1.2 1.885 0.450 0.450110 0.042 1.

5、2 2.183 0.400 0.400130 0.042 1.2 2.579 0.346 0.346阻 燃 型 聚 苯板(EPS)150 0.042 1.2 2.976 0.300 0.30060 0.03 1.1 1.818 0.470 0.47065 0.03 1.1 1.970 0.439 0.43975 0.03 1.1 2.273 0.387 0.38785 0.03 1.1 2.576 0.347 0.347b.挤塑型聚苯板(XPS)100 0.03 1.1 3.030 0.299 0.2994.保温层c.1)聚氨酯硬 PU 45 0.025 1.2 1.500 0.482 0.4

6、8250 0.025 1.2 1.667 0.446 0.44660 0.025 1.2 2.000 0.389 0.38970 0.025 1.2 2.333 0.344 0.34485 0.025 1.2 2.833 0.294 0.294泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平找平 20 0.07 1.0 0.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-1厚度 R外墙结构部位传热系数Kp平均传热系数Km简图 作法窗墙面积比 cmmW/(mK)am2K/WW/(m2K)W/(m2K)1.内抹混合砂浆 20 0.87 1.0 0.0232.承重混凝土空心砌 块19

7、0 0.1633.水泥砂浆找平层20 0.93 1.0 0.02285 0.042 1.2 1.687 0.489 0.49295 0.042 1.2 1.885 0.446 0.448110 0.042 1.2 2.183 0.394 0.395125 0.042 1.2 2.480 0.350 0.354c 0.3150 0.042 1.2 2.976 0.300 0.30185 0.042 1.2 1.687 0.489 0.49395 0.042 1.2 1.885 0.446 0.449110 0.042 1.2 2.183 0.394 0.396125 0.042 1.2 2.48

8、0 0.350 0.354a.聚苯板(EPS)0.3c0.5150 0.042 1.2 20976 0.300 0.30155 0.03 1.1 1.667 0.494 0.49765 0.03 1.1 1.970 0.430 0.43275 0.03 1.1 2.273 0.380 0.38285 0.03 1.1 2.576 0.341 0.342c 0.3100 0.03 1.1 3.030 0.295 0.29655 0.03 1.1 1.667 0.494 0.49865 0.03 1.1 1.970 0.430 0.43375 0.03 1.1 2.273 0.380 0.3838

9、5 0.03 1.1 2.576 0.341 0.343b.挤塑型聚苯板(XPS)0.3c0.5100 0.03 1.1 3.030 0.295 0.297承重混凝土空心砌块 ：容重：1400kg/m3孔型：单排孔4.保温层c.1)聚氨酯 c 0.3 PU 45 0.025 1.2 1.500 0.471 0.47450 0.025 1.2 1.667 0.437 0.43960 0.025 1.2 2.000 0.381 0.38370 0.025 1.2 2.333 0.338 0.34085 0.025 1.2 2.833 0.289 0.29045 0.025 1.2 1.500 0.

10、471 0.47550 0.025 1.2 1.667 0.437 0.44060 0.025 1.2 2.000 0381 0.38470 0.025 1.2 2.333 0.338 0.340PU85 0.025 1.2 2.833 0.289 0.291硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平 0.3c0.5找平20 0.07 1.0 0.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-2厚度 R Kp Km简图 作法窗墙面积比 c mmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆 20 0.87 1.0 0.0232.承重混凝土空心砌

11、 块290 0.2493.水泥砂浆找平层20 0.93 1.0 0.02280 0.042 1.2 1.587 0.492 0.49790 0.042 1.2 1.786 0.448 0.450105 0.042 1.2 2.083 0.396 0.399125 0.042 1.2 2.480 0.342 0.344c 0.3145 0.042 1.2 2.877 0.301 0.30380 0.042 1.2 1.587 0.492 0.49995 0.042 1.2 1.885 0.429 0.434105 0.042 1.2 2.083 0.396 0.400125 0.042 1.2

12、2.480 0.342 0.345a.聚苯板(EPS)0.3c0.5145 0.042 1.2 2.877 0.301 0.30455 0.03 1.1 1.667 0.474 0.47860 0.03 1.1 1.818 0.442 0.44670 0.03 1.1 2.121 0.390 0.39380 0.03 112.424 0.349 0.351c 0.395 0.03 1.1 2.879 0.301 0.30355 0.03 1.1 1.667 0.474 0.480承重混凝土空心砌块 ：容重：1400kg/m3孔型：单排孔4.保温层b.挤塑型聚苯板(XPS)0.3c60 0.03

13、 1.1 1.818 0.442 0.44770 0.03 1.1 2.121 0.390 0.39480 0.03 1.1 2.424 0.349 0.3520.595 0.03 1.1 2.879 0.301 0.30340 0.025 1.2 1.333 0.490 0.49550 0.025 1.2 1.667 0.421 0.42555 0.025 1.2 1.833 0.394 0.39765 0.025 1.2 2.167 0.348 0.350c 0.3 PU80 0.025 1.2 2.667 0.296 0.29840 0.025 1.2 1.333 0.490 0.496

14、50 0.025 1.2 1.667 0.421 0.42655 0.025 1.2 1.833 0.394 0.39865 0.025 1.2 2.167 0.348 0.3510.3c0.5PU80 0.025 1.2 2.667 0.296 0.299c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平找平20 0.07 1.0 0.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-3厚度 R Kp Km简图 作法 窗墙面积比 c mm W/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆 20 0.87 1.0 0.0232.轻骨料混凝土空心

15、砌块 190 0.53 1.15 0.3123.水泥砂浆找平层 20 0.93 1.0 0.02280 0.042 1.2 1.587 0.478 0.49990 0.042 1.2 1.786 0.436 0.450105 0.042 1.2 2.083 0.386 0.400125 0.042 1.2 2.480 0.335 0.345c 0.3145 0.042 1.2 2.877 0.296 0.30385 0.042 1.2 1.687 0.456 0.48395 0.042 1.2 1.885 0.418 0.441110 0.042 1.2 2.183 0.372 0.38912

16、5 0.042 1.2 2.480 0.335 0.349a.聚苯板(EPS)0.3c 0.5150 0.042 1.2 2.976 0.287 0.29755 0.03 1.1 1.667 0.460 0.48060 0.03 1.1 1.818 0.430 0.44770 0.03 1.1 2.121 0.381 0.39480 0.03 1.1 2.424 0.341 0.352c 0.395 0.03 1.1 2.879 0.295 0.303轻骨料混凝土空心砌块：容重：8001200kg/m3孔型：单排孔4.保温层b.挤塑型聚苯板(XPS)0.3c 55 0.03 1.1 1.667

17、 0.460 0.48865 0.03 1.1 1.970 0.404 0.42570 0.03 1.1 2.121 0.381 0.39985 0.03 1.1 2.576 0.324 0.3380.5100 0.03 1.1 3.030 0.283 0.29340 0.025 1.2 1.333 0.475 0.49650 0.025 1.2 1.667 0.410 0.42655 0.025 1.2 1.833 0.384 0.39865 0.025 1.2 2.167 0.340 0.350c 0.3 PU80 0.025 1.2 2.667 0.291 0.29945 0.025 1

18、.2 1.500 0.440 0.46650 0.025 1.2 1.667 0.410 0.43255 0.025 1.2 1.833 0.384 0.40070 0.025 1.2 2.333 0.322 0.3350.3c 0.5 PU80 0.025 1.2 2.667 0.291 0.302c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平找 平 20 0.07 1.0 0.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-7厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.87

19、 1.00.0232.炉渣混凝土空心砌块190 0.263.水泥砂浆找平层20 0.93 1.00.0224.a.聚苯板(EPS)c0.385 0.042 1.21.6870.4670.48295 0.042 1.21.8850.4270.439105 0.042 1.22.0830.3940.400125 0.04201.22.4800.3410.348150 0.042 1.22.9760.2910.29785 0.042 1.21.6870.4670.48795 0.042 1.21.8850.4270.444110 0.042 1.22.1830.3790.392125 0.042 1

20、.22.4800.3410.3500.3c0.5150 0.042 1.22.9760.2910.29955 0.03 1.11.6670.4710.48660 0.03 1.11.8180.4400.450炉渣混凝土空心砌块：容重：800kg/m3孔型：单排孔保温层b.挤塑型聚苯板(XPS)c0.370 0.03 1.12.1210.3880.39885 0.03 1.12.5760.3300.337100 0.03 1.13.0300.2870.29255 0.03 1.11.6670.4710.49265 0.03 1.11.9700.4120.42870 0.03 1.12.1210.

21、3880.40085 0.03 1.12.5760.3300.3400.3c0.5100 0.03 1.13.0300.2870.29440 0.025 1.21.3330.4870.50050 0.025 1.21.6670.4190.43155 0.025 1.21.8330.3920.40065 0.025 1.22.1670.3470.354c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平c0.3PU80 0.025 1.22.6670.2950.30045 0.025 1.21.5000.4510.47050 0.025 1.21.6670.4190.43660 0.025

22、 1.22.0000.3680.38070 0.025 1.22.3330.3280.337PU80 0.025 1.22.6670.2950.3030.3c0.5找平20 0.07 1.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-8厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.87 1.00.0232.炉渣混凝土空心砌块290 0.3973.水泥砂浆找平层20 0.93 1.00.02280 0.042 1.21.5870.4590.48890 0.042 1.21.7860.4

23、210.445105 0.042 1.22.0830.3740.393120 0.042 1.22.3810.3360.350c0.3145 0.042 1.22.8770.2880.29980 0.042 1.21.5870.4590.50095 0.042 1.21.8850.4040.435105 0.042 1.22.0830.3740.400炉渣混凝土空心砌块：容重：800kg/m3孔型：单排孔4.保温层a.聚苯板(EPS)0.3c0.5125 0.042 1.22.4800.3260.345145 0.042 1.22.8770.2880.30455 0.03 1.11.6670.

24、4430.47060 0.03 1.11.8180.4150.43870 0.03 1.12.1210.3690.38780 0.03 1.12.4240.3320.346c0.395 0.03 1.12.8790.2880.29955 0.03 1.11.6670.4430.48160 0.03 1.11.8180.4150.44870 0.03 1.12.1210.3690.39480 0.03 1.12.4240.3320.350b.挤塑型聚苯板(XPS)0.3c0.595 0.03 1.12.8790.2880.303c.1)聚氨酯硬泡喷涂c0.3PU 40 0.025 1.21.33

25、30.4570.48645 0.025 1.21.5000.4240.44955 0.025 1.21.8330.3720.39165 0.025 1.22.1670.3310.34580 0.025 1.22.6670.2840.29440 0.025 1.21.3330.4570.49750 0.025 1.21.6670.3960.42655 0.025 1.21.8330.3720.39865 0.025 1.22.1670.3310.3500.3c0.5PU80 0.025 1.22.6670.2840.299(PU)2)外抹聚苯颗粒保温浆料找平找平20 0.07 1.00.2865

26、.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-9厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.87 1.00.0232.加气混凝土砌块(B05)200 0.191.250.8423.水泥砂浆找平层20 0.93 1.00.02270 0.042 1.21.3890.4120.48880 0.042 1.21.5870.3810.44495 0.042 1.21.8850.3420.391加气混凝土砌块（B05 ）：容重：500kg/m3孔型：实心4.保温层a.聚苯板(EPS)c0.3110 0.0

27、42 1.22.1830.3110.349135 0.042 1.22.6790.2690.29775 0.042 1.21.4880.3960.49285 0.042 1.21.6870.3670.447100 0.042 1.21.9840.3310.394115 0.042 1.22.2820.3010.3500.3c0.5140 0.042 1.22.7780.2620.29945 0.03 1.11.3640.4170.49455 0.03 1.11.6670.3700.42860 0.03 1.11.8180.3500.40075 0.03 1.12.2730.3020.339c0

28、.390 0.03 1.12.7270.2660.293b.挤塑型聚苯板(XPS)0.3c0.50 0.03 1.11.5150.3920.48555 0.03 1.11.6670.3700.45065 0.03 1.11.9700.3330.39675 0.03 1.12.2730.3020.353590 0.03 1.12.7270.2660.30435 0.025 1.21.1670.4050.47840 0.025 1.21.3330.3800.44250 0.025 1.21.6670.3370.38460 0.025 1.22.0000.3030.340c0.3PU75 0.025

29、 1.22.5000.2630.29040 0.025 1.21.3330.3800.46645 0.025 1.21.5000.3570.432c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平0.3c0.5PU50 0.025 1.21.6670.3370.40060 0.025 1.22.0000.3030.35475 0.025 1.22.5000.2630.300找平20 0.07 1.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-10厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混

30、合砂浆20 0.87 1.00.0232.加气混凝土砌块(B05)300 0.191.251.2633.水泥砂浆找平层20 0.93 1.00.022加气混凝土砌4.a.聚苯板(EPS)c0.360 0.0421.21.1900.3780.49170 0.0421.21.3890.3510.44585 0.0421.21.6870.3180.390100 0.0421.21.9840.2910.348125 0.0421.22.4800.2540.29670 0.0421.21.3890.3510.48280 0.0421.21.5870.3280.43890 0.0421.21.7860.3

31、080.400110 0.0421.22.1830.2750.3450.3c0.5130 0.0421.22.5790.2480.30340 0.031.11.2120.3740.48545 0.031.11.3640.3540.450块（B05 ）：容重：500kg/m3孔型：实心保温层b.挤塑型聚苯板(XPS)c0.355 0.031.11.6670.3200.39465 0.031.11.9700.2920.35080 0.031.12.4240.2580.30045 0.031.11.3640.3540.48850 0.031.11.5150.3360.45060 0.031.11.8

32、180.3050.39770 0.031.12.1210.2790.3530.3c0.585 0.031.12.5760.2480.30330 0.0251.21.0000.3670.47335 0.0251.21.1670.3460.43645 0.0251.21.5000.3100.37855 0.0251.21.8330.2810.335c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平c0.3PU65 0.0251.22.1670.2570.30035 0.0251.21.1670.3460.47240 0.0251.21.3330.3270.43650 0.0251.21.6

33、670.2950.37960 0.0251.22.0000.2690.3360.3c0.5PU70 0.0251.22.3330.2470.300找平20 0.071.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-16厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.871.00.0232.粘土实心砖 370 0.811.00.4573.水泥砂浆找平层20 0.931.00.02275 0.0421.21.4880.4670.48285 0.0421.21.6870.4280.44095

34、 0.0421.21.8850.3940.400115 0.0421.22.2820.3410.348c0.3140 0.0421.22.7780.2920.29775 0.0421.21.4880.4670.48885 0.0421.21.6870.4280.445100 0.0421.21.9840.3790.393粘土实心砖容重：1800kg/m3孔型：实心(仅用于非禁实地区)4.保温层a.聚苯板(EPS)0.3c0.5115 0.0421.22.2820.3410.351140 0.0421.22.7780.2920.29950 0.031.11.5150.4610.47655 0.0

35、31.11.6670.4310.44465 0.031.11.9700.3810.39175 0.031.12.2730.3420.350c0.390 0.031.12.7270.2960.30250 0.031.11.5150.4610.48155 0.031.11.6670.4310.44965 0.031.11.9700.3810.39575 0.031.12.2730.3420.353b.挤塑型聚苯板(XPS)0.3c0.590 0.031.12.7270.2960.304c.1)聚氨酯硬泡喷涂c0.3 PU 35 0.0251.21.1670.4800.49645 0.0251.21

36、.5000.4140.42550 0.0251.21.6670.3870.39760 0.0251.22.0000.3430.35175 0.0251.22.5000.2930.29835 0.0251.21.1670.4800.50045 0.0251.21.5000.4140.43050 0.0251.21.6670.3870.40060 0.0251.22.0000.3430.3540.3c0.5PU75 0.0251.22.5000.2930.300(PU)2)外抹聚苯颗粒保温浆料找平找平20 0.071.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-17

37、厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.871.00.0232.粘土实心砖 240 0.811.00.2963.水泥砂浆找平层20 0.931.00.02280 0.0421.21.5870.4810.49190 0.0421.21.7860.4390.447105 0.0421.22.0830.3880.395粘土实心砖容重：1800kg/m3孔型：实心(仅用于非禁实地区)4.保温层a.聚苯板(EPS)c0.3120 0.0421.22.3810.3480.353145 0.0421.22.8770.29

38、70.30080 0.0421.21.5870.4810.49590 0.0421.21.7860.4390.450105 0.0421.22.0830.3880.397125 0.0421.22.4800.3370.3430.3c0.5145 0.0421.22.8770.2970.30255 0.031.11.6670.4630.47260 0.031.11.8180.4330.44170 0.031.12.1210.3830.38980 0.0421.22.4240.3430.348c0.395 0.0421.22.8790.2970.300b.挤塑型聚苯板(XPS)0.3c0.555

39、0.031.11.6670.4630.47660 0.031.11.8180.4330.44470 0.031.12.1210.3830.39180 0.031.12.4240.3430.35095 0.031.12.8790.2970.30240 0.0251.21.3330.4790.48845 0.0251.21.5000.4430.45055 0.0251.21.8330.3860.39265 0.0251.22.1670.3420.347c0.3 PU80 0.0251.22.6670.2920.29640 0.0251.21.3330.4790.49250 0.0251.21.66

40、70.4130.423c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平0.3c0.5PU55 0.0251.21.8330.3860.39565 0.0251.22.1670.3420.34980 0.0251.22.6670.2920.297找平20 0.071.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-18厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.871.00.0232.粘土多孔砖 370 0.581.00.6383.水泥砂浆找平层20 0.931.00.022

41、粘土多孔砖4.a.聚苯板(EPS)c0.3 65 0.0421.21.2900.4710.50075 0.0421.21.4880.4310.45090 0.0421.21.7860.3820.400110 0.0421.22.1830.3320.345130 0.0421.22.5790.2930.30370 0.0421.21.3890.4500.48680 0.0421.21.5870.4130.44395 0.0421.21.8850.3680.391110 0.0421.22.1830.3320.3500.3c0.5135 0.0421.22.6790.2850.29845 0.03

42、1.11.3640.4550.48250 0.031.11.5150.4260.449容重：1400kg/m3孔型：多孔保温层b.挤塑型聚苯板(XPS)c0.360 0.031.11.8180.3770.39570 0.031.12.1210.3390.35285 0.031.12.5760.2930.30445 0.031.11.3640.4550.49255 0.031.11.6670.4000.42860 0.031.11.8180.3770.40075 0.031.12.2730.3220.3390.3c0.590 0.031.12.7270.2810.29435 0.0251.21.

43、1670.4420.46740 0.0251.21.3330.4120.43345 0.0251.21.5000.3850.40060 0.0251.22.0000.3230.335c.1)聚氨酯硬泡喷涂(PU)2)外抹聚苯颗粒保温浆料找平c0.3 PU70 0.0251.22.3330.2920.30235 0.0251.21.1670.4420.47740 0.0251.21.3330.4120.44150 0.0251.21.6670.3620.38460 0.0251.22.0000.3230.3400.3c0.5PU75 0.0251.22.5000.2780.291找平20 0.0

44、71.00.2865.采用聚合物砂浆复合耐碱玻纤网保护层加外饰面续表 D.1.1-19厚度 R Kp Km简图 作法窗墙面积比 cmmW/(mK)a m2K/WW/(m2K)W/(m2K)1.内抹混合砂浆20 0.871.00.0232.粘土多孔砖 240 0.581.00.4143.水泥砂浆找平层20 0.931.00.02275 0.0421.21.4880.4770.49485 0.0421.21.6870.4360.450100 0.0421.21.9840.3860.397120 0.0421.22.3810.3340.343c0.3140 0.0421.22.7780.2950.30275 0.0421.21.4880.4770.50090 0.0421.21.7860.4180.436100 0.0421.21.9840.3860.400120 0.0421.22.3810.3340.346粘土多孔砖容重：1400kg/m3孔型：多孔4.保温层a.聚苯板(EPS)0.3c0.5140 0.0421.22.7780.2950.304