常用木材材积表Word文档下载推荐.docx

1、0.0790.096200.0670.0800.0920.0970.105220.0530.0620.0710.0860.1060.1110.1160.120240.0680.0740.0840.0890.0950.1020.1140.1250.1310.1370.140260.0560.0980.1040.1100.1330.1460.1530.1600.174280.0850.0990.1130.1270.1380.1540.1690.1770.1850.201300.0820.0900.1210.1290.1580.1760.1930.2020.2110.230320.0930.1470

2、.1560.1650.1800.1990.2190.2400.260340.1150.1350.1450.1550.1750.1860.2240.2470.2580.2700.283360.1070.1180.1510.1620.1730.1960.2080.2260.2510.2760.2890.3020.294380.1190.1430.1680.2050.2180.2310.2520.2790.3070.3210.3550.298400.1720.2130.2270.2410.2550.2780.3090.3400.3713.03.23.43.63.84.04.24.44.64.85.0

3、5.25.45.65.86.00.0230.0380.0430.0610.0640.0750.0780.0500.0690.0910.1000.0730.0830.0940.1170.1230.1360.1420.0810.0870.1260.1340.1410.1480.1630.1710.1790.1010.1080.1240.1320.1820.1910.2100.1700.1900.2000.2210.2420.2530.2640.2030.2140.2380.2500.2620.2750.2870.3000.3130.1610.2120.2250.2390.2540.2660.293

4、0.3080.3220.3360.351.03660.1880.2170.2320.2770.3240.3560.3730.3890.4060.4230.2340.2670.2840.3190.3370.3540.3720.3910.4090.4270.4460.4650.4840.2480.2860.3050.3440.3640.3830.4040.4240.4440.4960.5070.5280.5490.2810.3450.3570.4110.4330.4560.4790.5020.5250.5480.5710.5950.6190.3160.3880.4120.4370.4610.486

5、0.5110.5370.5620.5880.6140.6400.6660.6920.3530.3800.4600.4870.5150.5420.5700.5980.6260.6550.6830.7120.7410.7700.3930.4220.4510.4810.5100.5410.6010.6320.6930.6940.7250.7570.7880.8200.8520.4350.4660.4980.5310.5640.5970.6300.6630.6970.7310.7650.8000.8340.8690.9030.9386.26.46.66.87.07.27.47.67.88.08.59.

6、09.510.00.0770.1440.1090.1300.1570.1670.1490.1840.2060.2560.3010.1870.1950.2200.2290.2650.3140.3670.2680.3100.3490.3780.4080.4400.3330.3580.3700.4150.4480.4830.5190.3260.3390.3520.3650.3790.4070.4210.4500.6040.3960.4260.4420.4570.4730.4890.5060.5220.6070.6510.4740.4910.5090.5270.5450.5630.5810.6000.

7、6470.6950.7440.7950.5030.5610.6210.6420.6620.6870.7350.7890.8440.9000.5920.6360.6580.6810.7030.7260.7480.7710.8300.8890.9501.0120.6440.6670.6910.7150.7400.7900.8150.8400.8650.9300.9951.0621.1310.7190.7460.7720.7990.8270.8540.8810.9090.9370.9651.0351.1071.1811.2250.8290.8580.8880.9180.9480.9781.0081.

8、0391.0691.1471.3051.3870.8840.9160.9490.9811.0141.0471.0801.1131.1461.1801.2641.3491.4361.5250.9731.0441.0791.1151.1511.1861.2231.2591.2951.4791.5741.669注：1. 计算公式：a. 检尺径412cm：V = 0.00007854 L （ D + 0.45 L + 0.2 ） 2 b. 检尺径 14cm：V = 0.00007854 L D + 0.5L + 0.005 L2 + 0.000124 L （ 14 L ） 2 （ D 10 ） 2 2

9、. 检尺规则：a. 检尺长：a. 按原木两端直线长度量取；b. 小于检尺径的梢端舍去不计算c. 端面无垂直断面者由断口内缘量取b. 检尺径：a. 由梢端垂直截面量取；量取方法：按短径计算：短径26cm、且长短径差2cm 26cm、且长短径差4cm 按均径计算：短径26cm、且长短径差2cm 26cm、且长短径差4cmc. 异形材：a. 异径材：按原木正常部位最细处检量 .b. 异端材；检量方法按标准方法计算 .c. 双杈材：只检量其中一主枝另枝按节子处理 .d. 劈裂材：未脱离：10% 忽略不计 .10% 须减去所通过裂缝长一半处的裂缝垂直宽度 己脱离：小头： 10% 采取让尺：让径 按均径计

10、算 . 让长 检尺径在实际检尺长位置量取 大头：计算均径值：检尺径 忽略不计 .检尺径 以大头为检尺径 可采取让尺处理（ 2 ） 原条材积表5679111315171921232527-0.0460.1030.1810.0700.1640.1830.1920.2570.1970.2090.2330.2450.2800.2920.3040.3280.2150.2590.2740.3480.3630.1890.2070.2430.2610.2970.3150.3690.3870.4050.4410.4590.4770.4950.2040.2690.2900.3120.3760.3980.4200.

11、4630.2910.3420.4180.4430.4690.4940.5960.6460.6720.3680.5160.5750.6340.7220.7520.7810.8100.2880.3900.4580.5590.5930.6270.6610.7290.7630.7970.8310.8990.9330.5600.5990.6380.6760.7540.7930.8700.9470.9861.0251.0630.3270.5460.5900.6780.7210.8090.8530.8960.9400.9841.0281.0711.1590.4170.6130.6330.7610.8590.

12、9080.9571.0071.0561.1051.1541.2031.2521.3011.3510.5200.6840.7390.7940.8490.9040.9591.0681.1231.1781.2331.2881.3431.3971.4521.5070.5770.6990.7590.9421.0031.0641.1251.1851.2461.3071.3681.4291.4901.5501.6111.6720.6370.7040.8380.9051.6401.1741.2411.3081.3761.4431.5101.5771.6441.7111.7791.8460.7730.8470.

13、9121.1421.2161.2901.3641.4381.5111.5851.6591.7331.8071.8801.9542.028a. 检尺径 = 8 cm：V = 0.004902 L.b. 检尺径10cm：V = 0.000039 （ 3.5 + D ） 2 （0.48 + L ）a. 按杉原条梢径6cm处的长度量取.b. 小于检尺径的梢端舍去不计算.c. 端面无垂直断面者由断口内缘量取.b. 检尺径：a. 按根端2.5m处均径计算.b. 检量处异形 则向梢端移至正常部位量取.c. 劈裂材：a. 梢端：.b. 根端： .检尺径 劈裂长2.5m 则检尺径不变 检尺长让去小于检尺径的根端2.5m 未脱落：则检尺径不变让去劈裂长一半为检尺长（小于5m则按小原条计算）.已脱落：则检尺径按均值计算 检尺长不变2005-07-20| 根