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 &= #30446;录   &= #20919;轧钢板   &= #20919;轧铜条   &= #29305;殊用冷轧黄铜条&= nbsp;  &= #22810;面体的体积和表面= 215;   &= #24120;用图形求面积、体= 215;公式   &= #20919;轧黄钢板   &= #29305;殊用冷轧黄钢板&= nbsp;  &= #38109;及铝合金板   &= #38085;板   &= #32431;铜带   &= #38109;带   &= #28909;轧铜条   &= #33521;国标准线规（BWG)号数= 与线径的关系   &#= 21050;钢丝   &= #21051;痕钢丝   &= #38050;丝网   &= #38050;板网   &= #38050;丝纱   &= #32043;铜丝布   &= #40644;铜丝布   &= #38109;及铝合金直角角型= 448;   &= #38109;及铝合金直丁字型= 448;   &= #28909;轧铜板   &= #38109;及铝合金等边等壁= 037;字型材   &= #38109;及铝合金等边等壁Z= 3383;形型材   &= #38109;及铝合金槽形型材   &= #20919;拔（轧）无缝钢管1   &= #20919;拔（轧）无缝钢管2   &= #27700;、煤气输送钢管&= nbsp;  &= #30005;丝套管   &= #30005;焊钢管   &= #20302;碳钢丝、电镀锌钢= 997;   &= #29926;楞白铁皮规格和重%= 327;   &= #39532;口铁板   &= #34180;钢板习用号数的厚= 230;   &= #20919;拔（轧）无缝钢管   &= #24120;用高压无缝钢管&= nbsp;  &= #38149;炉用无缝钢管   &= #36807;热蒸汽管用无缝钢= 649;   &= #28909;轧无缝钢管   &= #28909;轧无缝钢管1   &= #20919;弯卷边角钢   &= #20919;弯焊接I型管   &= #20919;弯吊顶轻钢龙骨&= nbsp;  &= #26222;通薄钢板   &= #37240;洗薄钢板和镀锌薄&= 050;板(   &= #20013;、厚钢板   &= #33457;纹钢板   &= #27133;钢非标   &= #22278;钢   &= #20845;角钢   &= #28909;轧等边角钢   &= #28909;轧不等边角   &= #28909;轧普通工字钢   &= #28909;轧轻型工字钢   &= #28909;轧普通槽钢   &= #28909;轧轻型槽钢   &= #28909;轧钢筋   &= #20919;弯内卷边槽钢   &= #20919;弯Z形钢   &= #20919;弯外卷边槽钢   &= #20919;弯方形焊接管   &= #20919;弯矩形焊接钢管&= nbsp;  &= #26041;钢   &= #28909;轧黄铜板 
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五金手册目= ;录
1 冷轧= 8050;板 　 34 铝及= 8109;合金等边等壁Z字形à= 11;材
2 冷轧= 8108;条 　 35 铝及= 8109;合金槽形型材
3 特殊= 9992;冷轧黄铜条 　 36 冷拔= 5288;轧）无缝钢管1
4 多面= 0307;的体积和表面积= 　 37 冷拔= 5288;轧）无缝钢管2
5 常用= 2270;形求面积、体积公ঁ= 5; 　 38 水、= 9028;气输送钢管
6 冷轧= 0644;钢板 　 39 电丝= 2871;管
7 特殊= 9992;冷轧黄钢板 　 40 电焊= 8050;管
8 铝及= 8109;合金板 　 41 低碳= 8050;丝、电镀锌钢丝=
9 铅板 　 42 瓦楞= 0333;铁皮规格和重量=
10 纯铜= 4102; 　 43 马口= 8081;板
11 铝带 　 44 薄钢= 6495;习用号数的厚度=
12 热轧= 8108;条 　 45 冷拔= 5288;轧）无缝钢管
13 英国= 6631;准线规（BWG)号数与线&#= 24452;的关系 　 46 常用= 9640;压无缝钢管
14 刺钢= 9997; 　 47 锅炉= 9992;无缝钢管
15 刻痕= 8050;丝 　 48 过热= 3976;汽管用无缝钢管=
16 钢丝= 2593; 　 49 热轧= 6080;缝钢管
17 钢板= 2593; 　 50 热轧= 6080;缝钢管1
18 钢丝= 2433; 　 51 冷弯= 1367;边角钢
19 紫铜= 9997;布 　 52 冷弯= 8938;接I型管
20 黄铜= 9997;布 　 53 冷弯= 1514;顶轻钢龙骨
21 铝及= 8109;合金直角角型材= 　 54 普通= 4180;钢板
22 铝及= 8109;合金直丁字型材= 　 55 酸洗= 4180;钢板和镀锌薄钢板
23 热轧= 8108;板 　 56 中、= 1402;钢板
24 铝及= 8109;合金等边等壁工字ࣁ= 1;材 　 57 花纹= 8050;板
25 热轧= 6222;通工字钢 　 58 槽钢= 8750;标
26 热轧= 6731;型工字钢 　 59 圆钢
27 热轧= 6222;通槽钢 　 60 六角= 8050;
28 热轧= 6731;型槽钢 　 61 热轧= 1561;边角钢
29 热轧= 8050;筋 　 62 热轧= 9981;等边角
30 冷弯= 0869;卷边槽钢 　 63 冷弯= 6041;形焊接管
31 冷弯Z&#= 24418;钢 　 64 冷弯= 0697;形焊接钢管
32 冷弯= 2806;卷边槽钢 　 65 方钢
33 热轧= 0644;铜板 　 　 　
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2、冷= ;轧钢板（YB459-64）
厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.9） 　 厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.9） 返回目录
0.4 600x1200       &nbs= p;     700x1430       &nbs= p;      800x1500       &nbs= p;    1000x2000 3.56 2.5 6000x1200       &nbs= p;     7000x1430       &nbs= p;      800x1500       &nbs= p;    1000x2000 22.25
0.45 4.01 2.75 24.48
0.5 4.45 3.0 26.70
0.6 5.34 3.5 31.50
0.7 6.23 4.0 35.60
0.8 7.12 4.5 40.05
0.9 8.01 5.0 44.50
1.0 8.90 5.5 48.95
1.1 9.79 6.0 53.40
1.2 10.68 6.5 57.85
1.35 12.02 7.0 62.30
1.5 13.35 7.5 66.75
1.65 14.60 8.0 71.20
1.8 16.02 9.0 80.10
2.0 17.80 10.0 89.00
2.25 20.03 　 　
　
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2、冷= ;轧铜条（YB459-64）
厚= 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）   （比重：8.9） 　 厚 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）   （比重：8.9） 返回目录
0.20 200~400 500~800 1.78 2.50 200~500 500~2000 22.25
0.25 2.23 2.75 24.48
0.30 2.67 3.00 1000~2000 26.70
0.35 3.12 3.50 31.15
0.40 200~500 500~2000 3.56 4.00 35.60
0.45 4.01 4.50 40.05
0.50 4.45 5.00 44.50
0.60 5.34 5.50 48.95
0.70 6.23 　 6.00 53.40
0.80 7.12 　 6.50 57.85
0.90 8.01 　 7.00 62.30
1.00 8.90 　 8.00 71.20
1.20 10.68 　 9.00 80.10
1.30 11.57 　 10.00 89.00
1.40 12.46 　 11.00 97.90
1.50 13.35 　 12.00 106.8
1.60 14.69 　 13.00 115.7
1.80 16.02 　 14.00 124.6
2.00 17.80 　 15.00 133.5
注= ;    铜板和条（热轧= ，冷轧）的制造牌号= 0026;T2,T3,T4和TU和TUP,其化学成分= 应符合YB145-71规定
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3、特= ;殊用冷轧黄铜条（YB555-65）
厚= 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）   （比重：8.8） 　 厚 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）    （比重：8.8） 返回目录
0.20 200~300 500~1000 1.76 1.6 200~500 500~2000 14.08
0.25 2.20 1.8 15.84
0.30 200~400 2.64 2.0 17.60
0.35 3.08 2.5 22.00
0.40 200~500 3.52 2.75 24.20
0.45 3.96 3.0 26.40
0.50 500~2000 4.40 3.5 30.80
0.55 4.84 4.0 35.20
0.60 5.28 　 4.5 39.60
0.70 6.16 　 5.0 44.00
0.80 7.04 　 5.5 48.40
0.90 7.92 　 6.0 52.80
1.0 8.8 　 6.5 57.20
1.2 10.56 　 7.0 61.60
1.3 11.44 　 8.0 70.40
1.4 12.32 　 9.0 79.20
1.5 13.20 　 10.0 88.00
૤= 0;   （1）标记举例：用= H80制成的= ;、厚度为0.8mm、宽ò= 30;为300mm、长ò= 30;为1000mm的1/2硬条标= ;记为：
       &nbs= p;         条H80-Y= 20.8x300x1000YB= 555-65。
       （2）冷轧条分为定= 尺、倍尺和不定尺三= 1181;。
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多面体的体= ;积和表面积
图形 尺寸Ļ= 26;号
　
重心ʌ= 88;G）
立方体
　 在对Š= 82;线交点上 返回目录
长方体∧棱柱∨
　
G0=3Dh/2
三棱柱
　 Go=3Dh/2
棱锥
Go=3Dh/4
棱台
　
　
圆柱和空心圆柱∧管= ∨
　
Go=3Dh/2
斜线直圆柱 　 　
直圆锥
　
Go=3Dh/4
圆台
　
球
在球õ= 15;上
球扇形∧球楔∨
Go=3D3/4(r-h/2)
球缺
Go=3D3（2r-h)2/4(3r-h）
圆环体∧胎∨
　 在环È= 13;心上
球带体
　
Go=3Dh1+h/2
桶形
在轴É= 32;点上
椭球体
   a,b,c-半轴
　 在轴É= 32;点上
交叉圆柱体
　
在二ů= 24;交点上
梯形体
　
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常用图形求= ;面积、体积公式
图形 尺寸౐= 6;号 面积ʌ= 88;F）       &nbs= p;            &= nbsp;  表面积（S） 重心ʌ= 88;G）
正方形
在对Š= 82;线交点上 返回目录=
长方形
在对Š= 82;线交点上
三角形
GB=3D1/3BD       &nbs= p;         CD=3DDA
平行四边形
对角ń= 47;交点上
任意四边形
　
正多边形
在o点上
菱形
在对Š= 82;线交点上
梯形
　
圆形
在圆õ= 15;上
椭圆形
a·b-主轴 F=3D  (π/4) a·b 在主ů= 24;交点G上
扇形
　
　 　
　
弓形 　
　
圆环 　 在圆õ= 15;O
部分圆环 　 　
新月形 　
O1G=3D(= π-P)L/2P
　 L       &nbs= p;       d/10 2d/10  3d/10  4d/10 5d/10  6d/10  7d/10  8d/10  9d/10
　 P       &nbs= p;        0.40 0.79  1.18  1.56 1.91  2.25  2.55 2.81  3.02
抛物线形
　 　
等多边形 　
　
       &nbs= p;   在内、外接圆心处
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4、冷= ;轧黄钢板（YB460-71）
厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.5） 　 厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.5） 返回目录
0.20 200~500       &nbs= p;            &= nbsp;   500~600    &n= bsp;            = ;      600~700       &nbs= p;            &= nbsp;  700~800       &nbs= p;            &= nbsp;          ＞800 1.70 2.00 200~500       &nbs= p;            &= nbsp;   500~600    &n= bsp;            = ;      600~700       &nbs= p;            &= nbsp;  700~800       &nbs= p;            &= nbsp;          ＞800 17.00
0.25 2.13 2.25 19.13
0.30 2.55 2.50 21.25
0.35 2.98 2.75 23.38
0.40 3.40 3.00 25.50
0.45 3.82 3.50 29.75
0.50 4.25 4.00 34.00
0.60 5.10 4.50 38.20
0.70 5.95 5.00 42.50
0.80 6.80 5.50 46.75
0.90 7.65 6.00 51.00
1.00 8.50 6.50 55.25
1.10 9.35 7.00 59.50
1.20 10.20 7.50 63.75
1.35 11.48 8.00 68.00
1.50 12.75 9.00 76.50
1.65 14.03 10.00 85.00
1.80 15.30 　 　
注    （1）冷轧&= #36719;板仅供应H59，H62，H68，H80，H90，H96，HMn58-2，HPb59-1牌号= 2290;
（2）冷轧1/2硬板仅= ;供应H62，H65，H68&= #65292;H90，HMn58-2牌号。
（= ;3）冷轧&= #29305;硬板仅供应H62牌号。= ;
（= ;4）冷轧&= #26495;材长度分为：定尺 = 289;倍尺和不定尺三种。= ;其通常长度为500~2000mm，但= 长度不得小于宽度。
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5、特= ;殊用冷轧黄钢板（YB555-65）
厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.8） 　 厚度（mm） 宽度和长度       &nbs= p;        （mm） 理论重量（kg/m2）（比重：8.8） 返回目录
0.4 600x1200       &nbs= p;     700x1430       &nbs= p;       800x1500       &nbs= p;    1000x2000 3.52 2.25 600x1200       &nbs= p;     700x1430       &nbs= p;       800x1500       &nbs= p;    1000x2000 19.60
0.45 3.96 2.50 22.00
0.50 4.40 2.75 24.20
0.55 4.84 3.0 26.40
0.60 5.28 3.5 30.80
0.70 6.16 4.0 35.20
0.80 7.04 4.5 39.60
0.90 7.92 5.0 44.00
1.0 8.80 5.5 48.40
1.1 9.68 6.0 52.80
1.2 10.56 6.5 57.20
1.35 11.88 7.0 61.60
1.5 13.20 7.5 66.60
1.65 14.52 8.0 70.40
1.8 15.84 9.0 79.20
2.0 17.60 10.0 88.00
注    标记举例：用H90制成的= ;、厚度为2.5mm、宽ò= 30;为600mm、长ò= 30;为1200mm的软= 495;标记为：
        板H90M2.5x600x1200xY= B555-65。
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6、铝= ;及铝合金板
厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2）
0.5 1.40 2.5 7.00 9.0 25.2 25 70.0 返回目录
0.6 1.68 3.0 8.40 10.0 28.0 30 84.0
0.8 2.24 3.5 9.80 12.0 33.6 35 98.0
1.0 2.80 4.0 11.20 14.0 39.2 40 112.0
1.2 3.36 5.0 14.00 16.0 44.8 50 140.0
1.5 4.20 6.0 16.80 18.0 50.4 60 168.0
1.8 5.04 7.0 19.60 20.0 56.0 70 196.0
2.0 5.60 8.0 22.40 22.0 61.6 80 224.0
Ė= 80;  （1）板的宽度有<= font class=3D"font14">1000，1200和500mm；板į= 40;长度有2000，3000和4000mm。
      （2）理论重量按<= font class=3D"font14">LY11，LY12和LD10等牌ࡥ= 5;铝合金的比重2.8计算，= ;对于其他牌号的铝合&#= 37329;和工业纯铝，应乘É= 97;
       &nbs= p;        下列换算系= 5968;：LD2-0.961；LF2-0.953；LF21-0.975；<= font class=3D"font14">LC4-1.018；工&= #19994;纯铝-0.967。
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7、铅= ;板（GB1470-79）
厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2） 　 厚度    （mm） 理论重量（kg/m2）
1.0 11.37 3.0 34.11 5.0 56.85 9.0 102.33 返回目录
1.5 17.06 3.5 39.80 6.0 68.22 10.0 113.70
2.0 22.74 4.0 45.48 7.0 79.59 12.0 136.44
2.5 28.43 4.5 51.17 8.0 90.96 16.0 170.55
Ė= 80;  （1）铅的化学成分= 按GB469-64标准&#= 12290;
      （2）板材理论重量= 按比重为11.34计算ʌ= 92;宽度按500mm进张z= 90;
      （3）板材成卷供应= ，厚度大于15mm的板੔= 8;，以片状供应，厚度&= #19981;大于1.5mm的板Ĉ= 48;，应用木箱包装。<= /td>
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、纯铜带（= ;YB464-64）
厚= 度     （mm） 宽度     （mm） 长度       （m） 理论重量（kg/m2）   （比重：8.9） 　 厚 度     （mm） 宽度     （mm） 长度       （m） 理论重量（kg/m2）    （比重：8.9） 返回目录
0.05 18~150 ≥20 0.44 0.50 18~300 ≥10 4.45
0.06 0.53 0.55 4.90
0.07 0.62 0.60 5.34
0.08 0.71 0.65 5.79
0.09 0.80 0.70 6.23
0.10 18~300 0.89 0.75 6.68
0.12 1.07 0.80 7.12
0.15 1.34 0.85 7.57
0.18 1.60 0.90 8.01
0.20 1.78 1.00 8.90
0.22 1.96 1.10 9.79
0.25 2.23 1.20 ≥7 10.68
0.30 2.67 1.30 11.57
0.35 3.12 14.40 12.46
0.40 3.56 1.50 13.35
0.45 4.01 　 　
૤= 0;    纯铜带的制造牌= 号为T2，T3，T4，TUP，其化= ;学成分符合YB145-71的规&#= 23450;。
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9、铝= ;带
宽      <= font class=3D"font13">度    （mm） 厚       &nbs= p; 度    （mm）
3 4 5 6 8 10 12
重       &nbs= p; 量    （kg/m） 返回目录=
10 0.080 0.107 0.134       &nbs= p;   0.161       &nbs= p;   0.268    &nbs= p;      0.335       &nbs= p;   0.402       &nbs= p;   0.536       &nbs= p;   0.670       &nbs= p;   0.804       &nbs= p;   1.072       &nbs= p;   1.340    &nbs= p;     1.608 0.161 0.214 0.268 0.322
12 0.096 0.129 0.193 0.257 0.322 0.386
15 0.121 0.161 0.241 0.322 0.402 0.482
20 0.161 0.214 0.322 0.429 0.568 0.643
25 0.201 0.268 0.402 0.568 0.670 0.804
30 0.241 0.332 0.482 0.643 0.804 0.965
40 0.322 0.429 0.643 0.858 1.072 1.286
50 0.402 0.536 0.804 1.072 1.340 1.608
60 0.482 0.643 0.965 1.286 1.608 1.930
80 0.643 0.858 1.286 1.715 2.144 2.573
100 0.804 1.072 1.608 2.144 2.680 3.216
120 0.965 1.286 1.930 2.573 3.216 3.859
注      <= font class=3D"font13">表中重量系以<= font class=3D"font14">LY11，LY12，（ૈ= 4;重2.8）为准= ;，其他合金应乘以下&#= 21015;系数：
       &nbs= p;    L1~L6-0.967；LF2-0.953；LF21-0.975<= font class=3D"font17">。
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1、热= ;轧铜条（YB459-64）
厚= 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）   （比重：8.9） 　 厚 度     （mm） 宽度     （mm） 长度       （mm） 理论重量（kg/m2）    （比重：8.9） 返回目录
4.0 200~500 ≥1000 35.60 8.0 200~500 ≥1000 71.20
4.5 40.05 9.0 80.10
5.0 44.05 10.0 89.0
5.5 48.95 11.0 97.9
6.0 53.40 12.0 106.8
6.5 57.85 13.0 115.7
7.0 62.30 14.0 124.6
7.5 66.75 15.0 133.5
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（二）英国= ;标准线规（BWG)号数与ಬ= 7;径的关系
线规&#= 21495;码 in. mm 　 线规号码 in. mm 　 线规号码 in. mm
0 0.324 8.230 14 0.080 2.032 28 0.0148 0.376 返回目录
1 0.300 7.020 15 0.072 1.829 29 0.0136 0.345
2 0.276 7.010 16 0.064 1.626 30 0.0124 0.315
3 0.252 6.401 17 0.056 1.422 31 0.0116 0.295
4 0.232 5.893 18 0.048 1.219 32 0.0108 0.274
5 0.212 5.385 19 0.040 1.016 33 0.0100 0.254
6 0.192 4.877 20 0.036 0.914 34 0.0092 0.234
7 0.176 4.470 21 0.032 0.813 35 0.0084 0.213
8 0.160 4.064 22 0.028 0.711 36 0.0076 0.193
9 0.144 3.658 23 0.024 0.610 37 0.0068 0.173
10 0.128 3.251 24 0.022 0.559 38 0.0060 0.152
11 0.116 2.946 25 0.020 0.508 39 0.0052 0.132
12 0.104 2.642 26 0.018 0.457 40 0.0048 0.122
13 0.092 2.337 27 0.0164 0.417 41 0.0044 0.112
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三）刺钢丝= ;规格和重量
  明  &#= 21644;  用  &#= 36884; 钢丝划号       &nbs= p;  （号） 刺间距离    = ;  （mm） 每kg长度        （m） 重量       &nbs= p; （kg/km）
刺钢丝又名刺铁丝，= 俗称“花园铅丝”（Þ= 40;常作花园围墙篱笆之= 用，故名），系以镀= 8156;钢丝经机器铰缠而ৎ= 4;（一般用#12或#14钢丝制= 作）。适于作各种围= 2681;（尤其是公园围墙ࡴ= 4;临时建筑场地        的围墙）篱笆或= 障碍物用。 12 65 6.4 156 返回目录
75 7.2 139
100 7.9 127
125 8.6 116
14 65 10.9 91.8
75 11.5 86.9
100 13.0 76.9
125 14.0 71.4
૤= 0;    （1）刺钢丝规格的= 注写方法为“钢丝直= 452;（号数）x尖数x刺间距&= #31163;”，或“钢丝直径ᦀ= 8;号数）x刺间距&= #31163;”。
        （2）表列刺钢丝的= “每kg长度”&= #21644;“重量”，仅供参್= 1;。
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四）刻痕钢= ;丝规格和重量
直径        (mm) 断面积       &nbs= p; (mm2) 重量       &nbs= p;   (kg/m）=   抗<= /font>    拉    强   度       &nbs= p;             （kg/mm2) 屈  服  强  度       &nbs= p; （kg/mm2)
返回目&= #24405;
I组 II组 I组 II组
2.5 4.90 0.034 190 160 152 128
3 7.06 0.056 180 150 144 120
4 12.56 0.094 170 140 136 112
5 19.63 0.150 160 130 126 104
૤= 0;   刻痕钢丝是由预= 应力混凝土结构用碳= 2032;钢丝（冷拔高强度ໝ= 0;丝）在经特制的“刻&#= 30165;机”进行刻痕而制ৎ= 4;的
       预应力钢筋混凝= 土结构用的钢丝。
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五）钢丝网= ;规格和重量
号数 钢丝直径(mm) 重量(kg/m<= /font>2) 　 号数 钢丝直径(mm) 重量(kg/m<= /font>2) 　 号数 钢丝直径(mm) 重量(kg/m<= /font>2) 　 号数 钢丝直径(mm) 重量(kg/m<= /font>2)
20 1.6 1.5 6 2.0 6.7 2.5 0.7 2.0 1 0.3 0.9
　 3.0 5.1 5.5 0.5 0.6 2.2 0.45 1.0 　 0.35 1.2
18 1.6 1.7 　 1.6 4.7 　 0.6 1.6 0.9 0.25 0.7
　 3.0 5.7 　 2.0 7.2 　 0.8 2.9 　 0.3 1.0
16 1.6 1.9 5 0.7 1.1 2 0.4 0.9 　 0.4 1.6
　 3.0 6.3 　 1.4 4.1 　 0.5 1.3 0.8 0.22 0.6
14 1.4 1.7 　 2.2 8.9 　 0.6 1.9 　 0.28 0.9
　 2.5 4.9 4.5 0.5 0.7 　 1.2 6.0 　 0.3 1.0
12 1.2 1.4 　 1.0 2.3 1.8 0.4 0.9 0.7 0.2 0.6
　 2.5 5.7 　 1.8 6.8 　 0.5 1.4 　 0.25 0.9
11 1.2 1.5 4 0.6 1.0 　 0.7 2.6 　 0.30 1.2
　 2.5 6.1 　 1.0 2.6 1.6 0.3 0.6 0.63 0.22 0.7
10 1.0 1.2 　 1.4 4.8 　 0.4 1.0 　 0.25 0.9
　 2.5 6.6 3.5 0.7 1.5 　 0.45 1.3 　 0.28 1.2
9 1.0 1.3 　 1.0 2.9 1.4 0.30 0.7 0.56 0.22 0.8
　 2.2 5.7 　 1.2 4.0 　 0.35 0.9 　 0.25 1.0
8 0.7 0.7 3.2 0.45 0.7 　 0.65 2.7 　 0.28 1.2
　 1.2 2.1 　 0.9 2.7 1.2 0.28 0.7 0.5 0.22 0.9
　 1.8 4.5 　 1.2 4.3 　 0.35 1.0 　 0.25 1.1
7 0.7 0.8 2.8 0.4 0.7 　 0.4 1.3 　 0.3 1.5
　 1.2 2.3 　 0.7 1.8 1.1 0.28 0.7 0.45 0.2 0.8
　 1.8 5.0 　 1.0 3.6 　 0.35 1.1 　 0.25 1.2
6 0.7 0.9 2.5 0.4 0.7 　 0.40 1.4 　 0.2 0.9
　 1.2 2.7 　 0.5 1.1 1 0.25 0.7 0.4 0.25 1.3
返回目录
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六）钢板网= ;规格和重量
品    种 规       &nbs= p;  格     (mm) 每张大约重ŵ= 27;(kg) 生产单位
丝梗厚度= ;    h 孔眼宽度  T<= /td> 丝梗宽度  b<= /td> 节        距   t 网面宽度   B 网面长度   L
返回目&= #24405;
小 0.5 9 1 25 1800 600 0.875 上海中国钢板网厂
2000 0.875
0.6 9 1 25 1800 600 1.000
2000 1.125
0.7 9 1 25 1800 600 1.125
2000 1.250
网 0.75 9 1 25 1800 600 1.250
2000 1.375
0.8 9 1 25 1800 600 1.375
2000 1.500
1 9 1 25 1500 600 1.625
1800 1.875
2000 2.125
大 0.5 7 1.2 2.5 1800 2800 5.85 上海中国钢板网厂
1 7 1.2 25 1800 2800 11.70
9 1.2 25 1500 3000 7.95
1800 3600 11.70
9 1.1 25 2000 4000 14.76
11 1.6 40 1800 3600 11.70
2000 4000 14.60
1.2 7 1.2 25 1800 2800 14.04
9 1.2 25 1800 3600 14.04
1.1 25 2000 4000 17.71
11 1.6 40 1800 3600 14.04
网 2000 4000 17.71
1.5 11 1.6 40 1800 3600 17.55
17 2.3 65 2000 4000 22.14
2 17 2.3 65 1500 3000 15.90
1800 3600 23.41
2000 4000 29.52
22 3.0 75 1500 3000 15.90
1800 3600 23.41
2000 4000 29.52
27 3.8 100 2000 4000 29.52
3 36 4.6 115 2000 4000 44.28
45 6.1 150
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七）钢丝纱= ;（窗纱）规格和重量
规=        &nbs= p;  格 面       &nbs= p;  积（m2/卷） 重       &nbs= p;  量
（kg/卷） （kg/m2） 返回目录
14目3x100 27.87 12.5 0.448
14目4x100 37.16 16.6 0.448
16目3x100 27.87 13.5 0.484
16目4x100 37.16 18.0 0.484
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（八）紫铜= ;丝布（紫铜纱）规格&#= 21644;重量
网=     孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2） 　 网    孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2） 　 网    孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2）
8 22 2.691 30 30 2.5116 65 36 1.9734
10 24 2.691 35 31 1.9734 70 36 1.9734 返回&#= 30446;录
12 24 3.0498 40 32 1.9734 75 37 1.9734
16 26 2.1528 45 33 1.9734 80 37 1.9734
20 27 2.1528 50 34 1.9734 100 39 1.7940
24 30 2.1528 55 35 1.9734
28 30 2.3322 60 35 1.7940
　 　 　 　 　 　
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（九）黄铜= ;丝布（黄铜纱）规格&#= 21644;重量
网=     孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2） 　 网    孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2） 　 网    孔       &nbs= p;    目 铜    丝       &nbs= p;   线    号 净    重(kg/m2）
8 24 1.5787 24 34 0.8611 50 38 0.6458
10 26 1.2375 26 34 0.8252 60 41 0.3947
12 27 1.2558 28 36 0.5386 70 42 0.3347 返回目录
14 27 1.3276 30 36 0.5741 80 43 0.3767
16 32 0.6100 32 36 0.6100 90 43 0.4306
18 33 0.6100 34 36 0.6279 100 43 0.5023
20 33 0.7176 36 36 0.7176 110 44 0.3347
22 33 0.8611 40 36 0.4844 120 44 0.4485
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1、铝= ;及铝合金直角角型材&#= 65288;XC111）
z= 88;
序 号 主要尺ë= 44;（mm） 截面面积（mm2） 理论重量（kg/m） 　 序 号 主要尺ë= 44;（mm） 截面面积（mm2） 理论重量（kg/m） 　 序 号 主要尺ë= 44;（mm） 截面面积（mm2） 理论重量（kg/m）
H=3DB b H=3DB b H=3DB b
1 12 1 0.234 0.065 25 25 1.3 0.734 0.204 49 38.3 5 3.590 0.998
2 12 2 0.440 0.122 26 25 1.6 0.777 0.216 50 38.3 6.3 4.444 1.235
3 12.5 1.6 0.377 0.105 27 25 2 0.964 0.268 51 40 2 1.564 0.435
4 15 1 0.294 0.082 28 25 2.5 1.189 0.331 52 40 2.5 1.944 0.540
5 15 1.2 0.353 0.098 29 25 3 1.410 0.392 53 40 3 2.320 0.645
6 15 1.5 0.434 0.121 30 25 3.2 1.509 0.429 54 40 3.5 2.671 0.743
7 15 2 0.564 0.157 31 25 3.5 1.641 0.456 55 40 3.5 2.694 0.749
8 15 3 0.820 0.223 32 25 4 1.857 0.516 56 40 4 3.057 0.850
9 16 1.6 0.429 0.119 33 25 5 2.242 0.623 57 40 5 3.750 1.043
10 16 2.4 0.726 0.202 34 27 2 1.041 0.289 58 45 4 3.475 0.961
11 18 1.5 0.524 0.146 35 27 2 1.090 0.303 59 45 5 4.277 1.189
12 18 2 0.684 0.190 36 30 1.5 0.884 0.246 60 50 3 2.920 0.812
13 19 1.6 0.585 0.163 37 30 2 1.164 0.324 61 50 4 3.857 1.072
14 19 2.4 0.861 0.239 38 30 2.5 1.438 0.400 62 50 5 4.777 1.328
15 19 3.2 1.125 0.313 39 30 3 1.720 0.478 63 50 6 5.655 1.572
16 20 1 0.397 0.110 40 30 4 2.240 0.623 64 50 6.5 6.110 1.699
17 20 1.2 0.473 0.131 41 32 2.4 1.491 0.415 65 50 12 10.600 2.947
18 20 1.5 0.584 0.162 42 32 3.2 1.957 0.554 66 60 5 5.777 1.606
19 20 2 0.764 0.212 43 32 3.5 2.131 0.592 67 60 6 6.855 1.906
20 20 3 1.140 0.137 44 32 6.5 3.723 1.036 68 75 7 10.010 2.783
21 20 4 1.475 0.410 45 35 3 2.005 0.557 69 75 8 11.360 3.158
22 20.5 1.6 0.633 0.176 46 35 4 2.657 0.739 70 75 10 14.000 3.892
23 23 2 0.680 0.245 47 38 2.4 1.773 0.498 71 90 5 8.750 2.433
24 25 1.2 0.597 0.166 48 38.3 3.5 2.562 0.712 72 90 8 13.760 3.825
Ė= 80;  （1）铝及铝合金型= 材的尺寸、规格等摘= 3258;冶金工业部1970年颁ࡡ= 7;的《铝及铝镁合金挤&= #21387;型材》。
      （2）表内理论重量= 均按LY12合金ૈ= 4;重（2.78）进ඡ= 2;计算，其他材料的比&= #37325;及换算系数如下：L1~L7（2.71）-0.975；
       &nbs= p;         LF2（2.= 68）-0.964；LF11（2.65）-0.953；LF21（2.73）-0.982；LD2（2.70）-0.971；
       &nbs= p;         LY11（2= .80）-1.007；LY12（2.78）-1.000。
      （3）铝型材主要生= 产单位有哈尔滨和西= 1271;铝加工厂等。西北໢= 9;加工厂的产品断面为<= /font>100~400cm2，宽度小于530mm。
      （4）铝及铝合金型= 材规格的表示方法是= 2411;材类别组号加序号ᦁ= 2;如XC111-4，其= 0013;，XC表示型= 材，后面的数字依次= 0026;
       &nbs= p;        类别、组号= 5292;连字符后的数字为༿= 4;序号。
返回目录
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2、铝= ;及铝合金直丁字型材&#= 65288;XC211）
ӌ= 8;
序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m） 　 序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m）
H B b H B b 返回目录
1 15 25 1 0.405 0.113 34 32 45 3 2.259 0.628
2 19 50 2 1.378 0.383 35 32 48 2.4 1.874 0.521
3 20 20 2 0.760 0.211 36 32 50 3 2.423 0.674
4 20 30 1.5 0.740 0.206 37 35 32 1.5 1.000 0.278
　 　 　 　 　 　 　 　 　 　 　 　
5 20 35 2 1.060 0.295 38 35 35 4 2.713 0.754
6 20 37 2 1.117 0.311 39 35 40 2 1.468 0.408
7 20 42 2 1.200 0.334 40 37 42 2 1.500 0.417
8 20 42 2 1.240 0.345 41 38 44 5 3.910 1.087
　 　 　 　 　 　 　 　 　 　 　 　
9 20 45 2 1.860 0.517 42 38 50 3.5 3.026 0.841
10 20 90 2 2.160 0.600 43 38 50 4.8 3.990 1.109
11 21 53 1.8 1.300 0.361 44 39 75 5 5.510 1.532
12 22 48 1.4 1.960 0.267 45 40 36 5 3.350 0.933
　 　 　 　 　 　 　 　 　 　 　 　
13 25 29 1.6 0.847 0.25 46 40 45 3 2.479 0.689
14 25 35 1.5 0.890 0.247 47 40 45 4 3.274 0.910
15 25 38 2.5 1.510 0.420 48 40 68 3 3.300 0.917
16 25 40 2 1.280 0.356 49 40 130 6 9.840 2.736
　 　 　 　 　 　 　 　 　 　 　 　
17 25 45 2.5 1.726 0.480 50 42 64 4 4.100 1.140
18 25 45 3 2.019 0.561 51 45 40 2.2 1.860 0.517
19 25 45 4 2.708 0.753 52 50 70 4 4.640 1.300
20 25 48 1.4 1.012 0.288 53 51 51 2.4 2.443 0.679
　 　 　 　 　 　 　 　 　 　 　 　
21 25 48 1.5 1.082 0.301 54 54 50 3 3.040 0.845
22 25 50 2 1.499 0.417 55 54 68 3 3.608 1.003
23 25 50 2.5 1.851 0.515 56 64 50 5 5.781 1.607
24 26 38 2.5 1.554 0.432 57 63 50 2 2.320 0.645
　 　 　 　 　 　 　 　 　 　 　 　
25 27 70 2 1.920 0.534 58 70 37 2 2.100 0.584
26 29 38 1.6 1.055 0.293 59 70 55 2 2.460 0.684
27 29 58 2.5 2.180 0.606 60 74 66 6 8.080 2.246
28 29 58 3.5 2.991 0.831 61 75 40 3 3.400 0.945
　 　 　 　 　 　 　 　 　 　 　 　
29 30 40 1.5 1.040 0.289 62 80 50 2 2.560 0.712
30 30 40 2 1.370 0.381 63 80 60 3 4.110 1.143
31 30 45 3 2.150 0.597 64 83 50 3 3.953 1.099
32 30 56 4 3.280 0.912 65 90 77 10 15.700 4.365
33 30 68 6.5 6.100 1.696 　 　 　 　 　 　
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1、热= ;轧铜板（YB459-64）
厚度（mm） 宽       &nbs= p;  度    （mm） 理论重量（kg/m2）   （比重：8.9） 返回目录
600~900 1000~1200 1300~1500 1600~1800 1900~2200 2300~2500 2600~2800 2900~3000
最    大    长    度    （mm）
5.0 3500 4000 6000 6000
44.50
5.5 3500 4000 6000 6000
48.95
6.0 3500 4000 6000 6000
53.40
6.5 3500 4000 6000 6000
57.85
7.0 3500 4000 6000 6000
62.30
7.5 3500 4000 6000 6000
66.75
8.0 4000 5000 6000 5500 4800 4200 3700 3500 71.20
9.0 4000 5000 6000 5000 4200 3700 3300 3100 80.10
10.0 4000 5000 5500 4500 3800 3300 3000 3000 89.0
11.0 4000 5000 5000 4000 3400 3300 2800
97.9
12.0 4000 5000 4500 3800 3100 2800
106.8
13.0 4000 5000 4000 3600 2900
115.7
14.0 4000 4500 3800 3300 2700
124.6
15.0 4500 4300 3600 3100 2500
133.5
16.0 4500 4300 3400 2000 2400
142.4
17.0 4500 4000 3200 2700 2200
151.3
18.0 4500 3900 3000 2600
160.2
19.0 4500 3700 2800 2400
169.1
20.0 4500 3500 2600 2300
178.0
21.0 4000 3300 2500 2200
186.9
22.0 4000 3000 2400 2100
195.8
23.0 4000 3000 2400 2000
204.7
24.0 3500 2800 2200 1900
213.6
25.0 3500 2800 2000 1800
222.5
注    热轧板的宽度按= 100mm进级z= 90;
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4、铝= ;及铝合金等边等壁工&#= 23383;型材（XC511）
　= ;
序 号 主要尺ë= 44;（mm） 截面面积       &nbs= p;        （mm2） 理论重量       &nbs= p;            &= nbsp;           &nbs= p;    （kg/m）
返回目&= #24405;
H B b
1 23 38 1.2 1.178 0.327
2 26 34.5 3.5 3.157 0.875
3 57 48 8 11.000 3.058
4 68 38 2.5 3.509 0.976
5 86 60 6 11.600 3.225
　 　 　 　 　
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4、铝= ;及铝合金等边等壁Z字形型&= #26448;(XC411)
　
序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m） 　 序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m）
H B b H B b 返回= 0446;录
1 12.7 15.9 1.6 0.688 0.191 11 38 25 3 2.613 0.726
2 20 15 1.2 0.578 0.163 12 44 25 4 3.690 1.001
3 20 15 1.5 0.721 0.200 13 50 19 2.5 2.102 0.584
4 25 18 1.5 0.885 0.246 14 80 30 3 4.020 1.118
5 25 23 3.5 2.267 0.630 15 80 35 4 5.680 1.579
6 31 25 2.5 1.900 0.528 16 80 40 4 6.080 1.690
7 32 14 1.9 1.000 0.303 17 100 30 3 4.620 1.284
8 34 25 3.5 2.764 0.768 18 100 35 4 6.480 1.801
9 36 26 2.5 2.075 0.577 19 100 40 4 6.880 1.913
10 36 31.5 3.2 2.960 0.823 　 　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　
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3、铝= ;及铝合金槽形型材（XC311）
ӌ= 8;
序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m） 　 序 号 主要尺ë= 44;（mm） 截面面积（cm2） 理论重量（kg/m）
H B b H B b 返回目录
1 13 13 1.6 0.561 0.156 31 45 40 3 3.638 1.011
2 13 34 3.5 2.579 0.717 32 46 25 5 4.300 1.195
3 20 15 1.3 0.620 0.172 33 50 20 4 5.331 0.926
4 21 28 4 2.868 0.797 34 50 30 2 2.120 0.589
5 25 13 2.4 1.134 0.315 35 50 30 4 4.131 1.148
6 25 15 1.5 0.795 0.221 36 55 25 5 4.819 1.340
7 25 18 1.5 0.870 0.242 37 55 30 3 3.299 0.917
8 25 18 2 1.140 0.317 38 60 25 4 4.131 1.148
9 25 20 2.5 1.520 0.423 39 60 35 5 6.000 1.668
10 25 20 4 2.280 0.634 40 60 40 4 4.480 1.245
11 25 25 5 3.250 0.904 41 63 38.3 4.8 6.275 1.744
12 30 15 1.5 0.870 0.242 42 64 38 4 5.300 1.473
13 30 18 1.5 0.960 0.267 43 70 25 3 3.449 0.959
14 30 20 2 1.335 0.371 44 70 25 5 5.500 1.529
15 30 22 6 3.870 1.076 45 70 26 3.2 3.700 1.028
16 32 25 1.8 1.437 0.399 46 70 30 4 4.931 1.371
17 32 25 2.5 1.925 0.535 47 70 40 5 7.080 1.968
18 35 20 2.5 1.770 0.492 48 75 45 5 7.831 2.177
19 35 30 2 1.833 0.510 49 80 30 4.5 6.010 1.671
20 38 50 5 6.560 1.824 50 80 35 4.5 6.414 1.783
21 40 18 2 1.453 0.404 51 80 35 6 8.280 2.302
22 40 18 2.5 1.795 0.499 52 80 40 4 6.131 1.704
23 40 18 3 2.129 0.592 53 80 40 6 8.900 2.474
24 40 21 4 2.960 0.823 54 80 60 4 7.480 2.079
25 40 25 2 1.730 0.481 55 90 50 6 10.680 2.969
26 40 25 3 2.549 0.709 56 100 40 6 10.080 2.802
27 40 30 3.5 3.250 0.904 57 100 48 6.3 11.550 3.211
28 40 32 3 2.978 0.828 58 100 50 5 9.580 2.663
29 40 50 4 5.280 1.468 59 128 40 9 17.100 4.754
30 45 20 3 2.370 0.659 　 　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　
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2、ࠫ= 9;拔（轧）无缝钢管(YB231-70)
外径   (mm= ) 壁       &nbs= p;            &= nbsp;         厚       &nbs= p;    (mm)
0.25 0.30 0.40 0.50 0.60 0.80 1.0 1.2 1.4 1.5 1.6 1.8 2.0 2.2 2.5 2.8 3.0 3.2 3.5 4.0 4.5 5.0
钢       &nbs= p;  管       &nbs= p;  理       &nbs= p;  论       &nbs= p;  重       &nbs= p;  量        (kg/m)
50
1.21 1.44 1.68 1.79 1.91 2.14 2.37 2.59 2.93 3.25 3.48 3.70 4.01 4.54 5.05 5.55
(51)
1.23 1.47 1.71 1.83 1.96 2.18 2.42 2.64 2.99 3.32 3.55 3.79 4.10 4.64 5.16 5.67
53
1.28 1.53 1.78 1.91 2.03 2.27 2.52 2.76 3.11 3.46 3.70 3.94 4.27 4.83 5.38 5.92
(54)
1.31 1.59 1.82 1.94 2.07 2.31 2.56 2.81 3.18 3.53 3.77 4.02 4.36 4.93 5.49 6.04
56
1.36 1.62 1.89 2.02 2.15 2.40 2.66 2.92 3.30 3.66 3.92 4.17 4.53 5.13 5.71 6.29
(57)
1.38 1.65 1.92 2.05 2.18 2.45 2.71 2.97 3.36 3.74 4.00 4.25 4.62 5.23 5.83 6.41
60
1.46 1.74 2.02 2.16 2.31 2.58 2.86 3.13 3.55 3.94 4.22 4.49 4.88 5.52 6.16 6.78
63
1.53 1.83 2.13 2.27 2.42 2.71 3.01 3.30 3.72 4.15 4.44 4.73 5.13 5.81 6.49 7.14
65
1.58 1.89 2.20 2.35 2.50 2.80 3.11 3.40 3.85 4.29 4.59 4.89 5.31 6.02 6.71 7.40
(68)
1.65 1.98 2.36 2.46 2.62 2.93 3.26 3.57 4.04 4.49 4.81 5.12 5.57 6.31 7.05 7.77
70
1.70 2.03 2.37 2.53 2.70 3.02 3.35 3.68 4.16 4.36 4.96 5.23 5.74 6.51 7.27 8.01
(73)
1.78 2.12 2.47 2.64 2.82 3.16 3.50 3.84 4.35 4.84 5.18 5.52 6.00 6.81 7.60 8.38
75
1.82 2.18 2.54 2.71 2.90 3.24 3.60 3.95 4.46 4.97 5.32 5.68 6.17 7.00 7.82 8.62
(76)
1.85 2.21 2.57 2.76 2.94 3.29 3.65 4.00 4.53 5.05 5.40 5.75 6.26 7.10 7.93 8.75
80
2.71 2.90 3.09 3.47 3.84 4.22 4.77 5.32 5.69 6.07 6.60 7.49 8.37 9.24
(83)
2.82 3.02 3.21 3.60 4.00 4.37 4.96 5.52 5.92 6.31 6.86 7.79 8.71 9.62
85
2.88 3.08 3.29 3.69 4.09 4.48 5.08 5.66 6.06 6.46 7.04 7.98 8.93 9.83
(89)
3.02 3.24 3.45 3.86 4.29 4.70 5.33 5.94 6.36 6.77 7.38 8.38 9.38 10.33
90
3.05 3.27 3.49 3.91 4.34 4.76 5.39 6.01 6.43 6.86 7.47 8.47 9.49 10.47
95
3.21 3.46 3.68 4.13 4.59 5.02 5.70 6.36 6.81 7.26 7.90 8.98 10.04 11.10
100
3.40 3.64 3.88 4.35 4.83 5.30 6.00 6.70 7.17 7.65 8.32 9.46 10.59 11.70
(102)
3.46 3.73 3.97 4.45 4.93 5.40 6.13 6.84 7.32 7.81 8.50 9.67 10.82 11.96
(108)
3.67 3.95 4.21 4.72 5.23 5.74 6.50 7.25 7.77 8.29 9.02 10.26 11.49 12.70
110
3.74 4.03 4.28 4.81 5.32 5.84 6.62 7.39 7.92 8.43 9.19 10.46 11.70 12.93
120
4.36 4.66 5.25 5.83 6.38 7.24 8.07 8.66 9.22 10.06 11.44 12.93 14.30
125
5.46 6.06 6.64 7.54 8.42 9.02 9.61 10.50 11.91 13.37 14.80
130
7.86 8.78 9.40 10.00 10.92 12.43 13.92 15.48
(133)
8.05 8.98 9.59 10.25 11.18 12.75 14.26 15.75
140
10.11 10.79 11.80 13.42 15.05 16.65
150
10.85 11.52 12.65 14.39 16.11 17.85
160
13.53 15.38 17.25 19.09
170
14.31 16.31 18.35 20.30
180
15.20 17.30 19.50 21.59
190
18.29 20.60 22.80
200
19.67 21.65 24.00
返回目录
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2、ࠫ= 9;拔（轧）无缝钢管(YB231-70)
外径   (mm= ) 壁       &nbs= p;            &= nbsp;         厚       &nbs= p;    (mm)
3.0 3.2 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9 9.5 10 11 12
钢       &nbs= p;  管       &nbs= p;  理       &nbs= p;  论       &nbs= p;  重       &nbs= p;  量        (kg/m)
5
6
7
8
9
10 0.518 0.536 0.561
11 0.592 0.615 0.647
12 0.666 0.694 0.734 0.789
(13) 0.740 0.774 0.820 0.888
14 0.814 0.852 0.906 0.986
(15) 0.888 0.932 0.993 1.09 1.17 1.23
16 0.962 1.10 1.08 1.18 1.28 1.35
(17) 1.04 1.09 1.17 1.28 1.39 1.48
18 1.11 1.17 1.25 1.38 1.50 1.60
(19) 1.18 1.25 1.34 1.48 1.61 1.73 1.54 1.92
20 1.26 1.33 1.42 1.58 1.72 1.85 1.97 2.07
(21) 1.33 1.41 1.51 1.68 1.83 1.97 2.10 2.22
22 1.41 1.49 1.60 1.77 1.94 2.10 2.24 2.37
(23) 1.48 1.57 1.68 1.87 2.05 2.22 2.37 2.52
(24) 1.55 1.64 1.77 1.97 2.16 2.34 2.51 2.66 2.81 2.93
25 1.63 1.72 1.86 2.07 2.28 2.47 2.64 2.81 2.97 3.11
(27) 1.78 1.88 2.03 2.27 2.50 2.71 2.92 3.11 3.29 3.45
28 1.85 1.96 2.11 2.37 2.61 2.84 3.05 3.26 3.45 3.68
29 1.92 2.02 2.20 2.47 2.72 2.96 3.19 3.40 3.60 3.80 3.98
30 2.00 2.12 2.29 2.56 2.83 3.08 3.32 3.55 3.77 3.97 4.16 4.34
32 2.15 1.28 2.46 2.76 3.05 3.33 3.59 3.85 4.09 4.32 4.53 4.74
34 2.29 2.43 2.63 2.96 3.27 3.58 3.87 4.14 4.41 4.66 4.90 5.13
(35) 2.37 2.51 2.72 3.06 3.38 3.70 4.00 4.29 4.57 4.83 5.09 5.33
36 2.44 2.59 2.81 3.16 3.50 3.82 4.14 4.44 4.73 5.01 5.27 5.52
38 2.59 2.75 2.98 3.35 3.72 4.07 4.41 4.74 5.05 5.35 5.64 5.92 6.18 6.44
40 2.74 2.91 3.15 3.55 3.94 4.32 4.68 5.03 5.37 5.70 6.01 6.31 6.60 6.88
42 2.89 3.07 3.32 3.75 4.16 4.56 4.95 5.33 5.69 6.04 6.38 6.71 7.02 7.32
44.5 3.07 3.25 3.54 4.00 4.44 4.87 5.29 5.70 6.09 6.47 6.84 7.20 7.55 7.88
45 3.11 3.31 3.58 4.04 4.49 4.93 5.36 5.77 6.17 6.56 6.94 7.30 7.65 7.99 8.32 8.63
48 3.33 3.54 3.84 4.34 4.83 5.30 5.76 6.21 6.65 7.08 7.49 7.89 8.28 8.66 9.03 9.57
　
返回&#= 30446;录
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1、水= ;、煤气输送钢管规格&#= 12289;重量表[冶标（<= /font>YB）234-63]
公称内径 = 8050;    管    螺    纹
外径       &nbs= p;  （mm） 普通管 加厚管
mm (in.) 壁厚     （mm） 理论重量        （不计管接头）=        （kg/m) 壁厚      <= font class=3D"font13">（mm） 理论重量        （不计管接头）=        （kg/m)
6 1/8'' 10 2 0.89 2.50 0.46
8 1/4'' 13.5 2.25 0.62 2.75 0.73
10 3/8'' 17 2.25 0.82 2.75 0.97
15 1/2'' 21.25 2.75 1.25 3.25 1.44
20 3/4'' 26.75 2.75 1.63 3.5 2.01
25 1'' 33.5 3.25 2.42 4 2.91
32 1 1''/4 42.25 3.25 3.13 4 3.77
40 1 1''/2 48 3.5 3.84 4.25 4.58
50 2'' 60 3.5 4.88 4.5 6.16
70 2 1''/2 75.5 3.75 6.64 4.5 7.88
80 3'' 88.5 4 8.34 4.75 9.81
100 4'' 114 4 10.85 5 13.44
125 5'' 140 4.5 15.04 5.5 18.24
150 6'' 165 4.5 17.81 5.5 21.63
૤= 0;（1）表列&= #38050;管是适用于输送水 = 289;煤气及采暖系统等用= ;的钢管。分镀锌和不&#= 38208;锌（黑管）两种；Ö= 48;分带螺纹和
       &nbs= p;       不带螺纹两= 1181;；按壁厚可分为普๩= 0;钢管，加厚钢管和薄&= #22721;钢管。
    （2）钢管&= #30340;长度规定为：无螺 = 441;的黑管4~12m；带ś= 46;纹的黑管和镀锌管<= font class=3D"font14">4~9m。每৘= 9;允许有10%的（按= ;根数计算） 返回目录
       &nbs= p;       2~4m长的短尺钢= ;管或4~9m米长௚= 0;接管（即用一个管接&= #22836;将两根钢管连接而= 104;）。
    （3）经供&= #38656;双方协议，可供应= 450;尺长度或倍尺长度的= ;钢管。其最大长度可&#= 21040;8m。按倍= 尺交货的钢管，每个= 1333;
       &nbs= p;      倍尺应留切= 1475;5~10mm。
    （4）钢管&= #29992;易焊接的软钢制造A= 292;钢号和制造方法（炉= ;焊或电焊）均由制造&#= 21378;选择。
    （5）钢管&= #24212;能承受下列规定压= 147;的水压试验：普通钢= ;管和薄壁钢管：20kg/cm2= ;加厚钢&= #31649;30kg/cm2= 。
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2、电= ;丝套管规格、重量表
名称 外径       &nbs= p;     （mm） 近似内= ;径    = ;  （mm） 管壁厚= 度       （mm） 重量       (kg/m) 每吨长= ;度        （m/t)
5/8'' 15.9 12.3 1.8 0.626 1597.44
3/4'' 19.1 15.5 1.8 0.627 1302.08
1'' 25.4 21.8 1.8 0.628 954.20
1 1''/4 31.8 28.2 1.8 0.629 750.75
1 1''/2 38.1 34.5 1.8 0.630 620.73 返回&#= 30446;录
　 　 　 　
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电焊钢管ෆ= 8;格、重量表[冶标（<= /font>YB）242-68]
外径     (mm) 壁       &nbs= p;     厚  (m= m)
0.5 0.6 0.8 1.0 1.2 1.4 1.5 1.6 1.8 2.0 2.2 2.5 2.8 3.0 3.2 3.5 3.8 4.0 4.2 4.5 4.8 5.0 5.5
钢    管    的    理    论    重    量    （kg/m)
(5) 0.055 0.065 0.083 0.099 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(6) 0.068 0.080 0.108 0.123 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(7) 0.080 0.095 0.122 0.148 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(8) 0.092 0.110 0.142 0.173 (0.202) 　 　 　 　 　 　 　 返回目录 　 　 　 　 　 　 　 　 　 　
(9) 0.105 0.125 0.162 0.197 0.231 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
10 0.117 0.139 0.182 0.222 (0.261) 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(11) 0.129 0.154 0.201 0.247 0.290 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
12 0.142 0.169 0.221 0.271 0.320 0.365 (0.388) 0.411 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(13) 　 0.184 0.241 0.296 0.349 0.400 0.425 0.451 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(14) 　 0.199 0.260 0.321 0.379 0.434 0.462 0.490 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
15 　 0.214 0.280 0.345 0.409 0.468 (0.499) 0.529 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
16 　 0.228 0.300 0.370 0.438 0.503 (0.536) 0.568 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
(17) 　 0.244 0.320 0.395 0.468 0.537 0.573 0.608 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
18 　 0.258 0.340 0.419 0.497 0..572 (0.610) 0.647 (0.717) (0.789) 　 　 　 　 　 　 　 　 　 　 　 　 　
(19) 　 0.274 0.359 0.444 0.527 0.606 0.647 0.687 0.762 (0.838) 　 　 　 　 　 　 　 　 　 　 　 　 　
20 　 0.288 0.379 0.469 0.556 0.642 (0.684) 0.726 (0.806) (0.888) 　 　 　 　 　 　 　 　 　 　 　 　 　
(21) 　 　 　 0.493 0.586 0.675 0.721 0.767 0.851 0.937 　 　 　 　 　 　 　 　 　 　 　 　 　
22 　 　 　 0.518 0.616 0.710 0.758 0.806 0.895 0.986 　 　 　 　 　 　 　 　 　 　 　 　 　
(23) 　 　 　 0.543 0.645 0.745 0.795 0.846 0.940 1.040 1.130 1.260 　 　 　 　 　 　 　 　 　 　 　
24 　 　 　 0.567 0.674 0.779 (0.832) 0.885 (0.984) (1.090) (1.180) (1.330) 　 　 　 　 　 　 　 　 　 　 　
25 　 　 　 0.592 0.703 0.813 0.869 0.925 1.030 1.130 1.240 1.390 　 　 　 　 　 　 　 　 　 　 　
(26) 　 　 　 0.617 0.734 0.849 0.906 0.963 1.074 1.180 1.291 1.450 　 　 　 　 　 　 　 　 　 　 　
(27) 　 　 　 0.641 0.762 0.882 0.943 1.000 1.120 1.230 1.340 1.510 　 　 　 　 　 　 　 　 　 　 　
28 　 　 　 0.666 0.792 0.916 (0.980) 1.040 (1.160) (1.280) (1.400) (1.570) 　 　 　 　 　 　 　 　 　 　 　
29 　 　 　 0.691 0.823 0.951 1.020 1.076 1.220 1.330 1.470 1.640 　 　 　 　 　 　 　 　 　 　 　
30 　 　 　 0.715 0.851 0.986 (1.050) 1.120 (1.260) (1.380) (1.510) (1.700) 　 　 　 　 　 　 　 　 　 　 　
(31) 　 　 　 0.740 0.881 1.021 1.090 1.152 1.296 1.430 1.562 1.760 　 　 　 　 　 　 　 　 　 　 　
32 　 　 　 　 0.910 1.053 1.130 1.200 1.340 1.480 1.620 1.820 　 　 　 　 　 　 　 　 　 　 　
33 　 　 　 　 0.941 1.091 1.170 1.238 1.385 1.530 1.671 (1.880) 　 　 　 　 　 　 　 　 　 　 　
(34) 　 　 　 　 0.968 1.122 1.200 1.280 1.430 1.580 1.720 1.940 　 　 　 　 　 　 　 　 　 　 　
(35) 　 　 　 　 0.998 1.159 1.240 1.320 1.470 1.630 0.780 2.000 　 　 　 　 　 　 　 　 　 　 　
(36) 　 　 　 　 1.027 1.192 1.280 1.360 1.520 1.680 1.830 2.070 　 　 　 　 　 　 　 　 　 　 　
(37) 　 　 　 　 1.059 1.229 1.310 1.396 1.562 1.730 1.887 2.130 　 　 　 　 　 　 　 　 　 　 　
38 　 　 　 　 1.087 1.260 1.350 1.440 1.610 1.780 1.940 2.190 　 　 　 　 　 　 　 　 　 　 　
(39) 　 　 　 　 　 1.29 1.39 1.47 1.65 1.82 1.99 2.26 　 　 　 　 　 　 　 　 　 　 　
40 　 　 　 　 　 1.33 1.42 1.52 1.69 1.87 2.05 (2.31) 　 　 　 　 　 　 　 　 　 　 　
(41) 　 　 　 　 　 1.36 1.46 1.55 1.74 1.92 2.10 2.37 　 　 　 　 　 　 　 　 　 　 　
42 　 　 　 　 　 1.41 1.50 1.60 1.79 1.97 2.16 2.44 　 　 　 　 　 　 　 　 　 　 　
43 　 　 　 　 　 1.43 1.54 1.63 1.82 2.02 2.21 2.50 　 　 　 　 　 　 　 　 　 　 　
44.5 　 　 　 　 　 1.48 1.59 1.65 1.88 2.10 2.29 2.59 2.89 3.07 　 　 　 　 　 　 　 　 　
45 　 　 　 　 　 1.51 1.61 1.71 1.91 2.12 2.32 2.62 2.91 3.11 　 　 　 　 　 　 　 　 　
(46) 　 　 　 　 　 1.54 1.65 1.75 1.96 2.17 2.37 2.68
　 　 　 　 　 　 　 　 　
(47) 　 　 　 　 　 1.57 1.68 1.79 2.00 2.22 2.43 2.74
　 　 　 　 　 　 　 　 　
(48) 　 　 　 　 　 1.61 1.72 1.83 2.05 2.27 2.48 2.81 3.11 3.33 　 3.84 　 　 　 　 　 　 　
51 　 　 　 　 　 1.71 1.83 1.96 2.18 2.42 2.64 2.99 3.32 3.55 3.79 4.10 　 　 　 　 　 　 　
53 　 　 　 　 　 1.78 1.91 2.03 2.27 2.51 2.76 3.11 3.46 3.70 3.94 4.27 　 　 　 　 　 　 　
(54) 　 　 　 　 　 1.82 1.94 2.07 2.31 2.56 2.81 3.18 3.53 3.77 4.02 4.36 　 　 　 　 　 　 　
57 　 　 　 　 　 1.92 2.05 2.18 2.45 2.71 2.97 3.36 3.74 4.00 4.25 4.62 　 　 　 　 　 　 　
60 　 　 　 　 　 2.02 2.16 2.31 2.58 2.86 3.13 3.55 3.94 4.22 4.49 4.83 　 　 　 　 　 　 　
63.5 　 　 　 　 　 2.14 2.29 2.44 2.73 3.03 3.32 3.76 4.19 4.48 4.75 5.18 　 　 　 　 　 　 　
70 　 　 　 　 　 2.37 2.53 2.70 3.02 3.35 3.68 4.16 4.63 4.96 5.28 5.74 　 　 　 7.88 　 　 　
76 　 　 　 　 　 2.57 2.76 2.94 3.29 3.65 4.00 4.53 5.02 5.40 5.75 6.26 6.76 7.10 7.43 7.93 　 　 　
83 　 　 　 　 　 　 　 　 3.60 4.00 4.37 4.96 5.52 5.92 6.31 6.86 7.42 7.79 8.16 8.71 　 　 　
89 　 　 　 　 　 　 　 　 　 4.29 4.70 5.33 5.94 6.36 6.77 7.38 7.98 8.38 8.78 9.38 9.96 　 　
95 　 　 　 　 　 　 　 　 　 4.59 5.02 5.70 6.36 6.81 7.26 7.90 8.54
　 　
102 　 　 　 　 　 　 　 　 　 4.93 5.40 6.13 6.84 7.32 7.81 8.50 9.20 9.67 10.12 10.82 11.50 11.96 　
108 　 　 　 　 　 　 　 　 　 　 　 　 　 7.77 8.29 9.02 9.76 10.26
　
114 　 　 　 　 　 　 　 　 　 　 　 　 　 8.21 8.74 9.54 10.22 10.85 11.37 12.15 12.92 13.44 　
121 　 　 　 　 　 　 　 　 　 　 　 　 　 8.73 9.29 10.14 10.98 11.54 12.09
　
127 　 　 　 　 　 　 　 　 　 　 　 　 　 9.17 9.77 10.66 11.54 12.13 12.71 13.59 14.46 15.04 　
133 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 11.18 12.10 12.73
14.62 15.17 15.78 　
140 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 11.78 12.76 13.42 14.06 15.04 16.00 16.65 18.24
152 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 12.82 13.88 14.60 15.30 16.37 17.42 18.13 19.78
૤= 0;     （1） 表中括&= #21495;内的外径或重量的&= 050;管应经过冷拔；外径= ;不大于63.5mm、壁= 402;不大于2.5mm的没ć= 77;括号的钢管经过冷拔= 或不经过冷拔方法制= 6896;。其余的钢管均不ಮ= 3;过冷拔方法制造
       &nbs= p; （2）钢管的长度：<= span style=3D'mso-spacerun:yes'>  A.通常长度（不定尺= ）：外径≤30mm   长2~6m；外径＞30~70mm  长3~8m；外径大于70mm  长4~10m。
       &nbs= p;            &= nbsp;           &nbs= p;   B.定尺长度：外径≤3= 0mm   长度在2.5~6m范围内；= 806;径＞30mm  长度在4~10m= 3539;围内。
       &nbs= p;            &= nbsp;           &nbs= p;   C.倍尺长度：倍尺长= 度在通常长度范围内= 5292;每个倍尺长度应留5mm= 0340;切口；每批通常长ॷ= 0;的钢管允许交5%（按重= ;量）的短尺钢管。
       &nbs= p;            &= nbsp;           &nbs= p;   D.短尺钢管：外径≤7= 0mm 的，  长度不大于1m；外径= ＞70mm的，长度不小于1.5m= 2290;
       &nbs= p; （3）钢管应用“YB-63̶= 1;中的08，10，15和20号钢和&= #8220;YB151-63”中的2~4号甲类钢= 1644;乙类钢制造。
       &nbs= p; （4）经需方要求并&= #22312;合同中注明，凡用= 316;承受流体压力的钢管= ;，按下列规定进行水&#= 21387;试验：    钢管外径≥102mm，60千= 811;/cm2； 钢管外径≤102mm，30千克/cm2。
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（一）低碳= ;钢丝、电镀锌钢丝的&#= 35268;格和重量
型    号 公称直径(mm)<= /td> 理论重量 每捆重量 　 型    号 公称直径(mm)<= /td> 理论重量 每捆重量
低= 碳钢丝 电&= 208;、热镀锌钢丝 (kg/100m) (kg） 低碳钢丝 电&= 208;、热镀锌钢丝 (kg/100m) (kg）
　 0.16 　 0.0158 　 19 1.00 1.00 0.617 25
　 0.18 　 0.0200 　 18 1.20 1.20 0.888 25.50
33 0.20 0.20 0.0247 [10]，[5] 17 1.40 1.40 1.21 25.50 返回目录
32 0.22 0.22 0.0298 （10） 16 1.60 1.60 2.58 25.50
31 0.25 0.25 0.0385 [10]，[5] 15 1.80 1.80 2.00 25.50
30 0.28 0.28 0.0483 （10） 14 2.00 2.00 2.47 25.50
29 0.30 0.30 0.0555 （10），[5] 13 2.20 2.20 2.98 50
28 0.35 0.35 0.0755 15，（10），<= font class=3D"font14">[5] 12 2.50 2.50 3.85 50
27 0.40 0.40 0.0987 15，（10），<= font class=3D"font14">[5] 11 2.80 2.80 4.82 50
26 0.45 0.45 0.125 15，（10），<= font class=3D"font14">[5] 10 3.0 3.00 5.55 50
25 0.50 0.50 0.154 15，（10），<= font class=3D"font14">[5] 9 3.5 3.50 7.55 50
24 0.55 0.55 0.187 25 8 4.0 4.00 9.87 50
23 0.60 0.60 0.222 25 7 4.5 4.50 12.50 50
22 0.70 0.70 0.302 25 6 5.0 5.00 15.40 50
21 0.80 0.80 0.395 25 5 5.50 5.50 18.70 50
20 0.90 0.90 0.499 25 4 6.0 6.00 22.20 50
Ė= 80;    （1）低碳钢丝的规= 格为0.16~10mm，本&= #34920;仅列常用规格。
        （2）理论重量的数= 值未计锌层的重量；
        （3）热镀锌公称直= 径中没有0.22，0.280，0.55三种ෆ= 8;格，括号（ ）和[  ]= 中数字分别为电= 镀锌和热镀锌每捆重= 7327;，
       &nbs= p;           其他均与低= 0899;钢丝相同。
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（五）瓦楞= ;白铁皮规格和重量
规       &nbs= p;  格 每      <= font class=3D"font13">张      <= font class=3D"font13">重  &nb= sp; (kg) 重量       &nbs= p;        (kg/m2)
号 厚(mm) 066x1.82 0.66x2.12 0.66x2.42 返回目录
18 1.245 14.10 16.38 18.84 11.80
19 1.067 12.05 14.05 16.08 10.10
20 0.889 10.68 12.54 14.28 8.94
21 0.812 9.62 11.24 12.82 8.03
22 0.711 8.76 10.26 11.70 7.33
23 0.635 7.94 9.26 10.53 6.59
24 0.559 7.26 8.46 9.66 6.05
25 0.508 6.21 7.30 8.33 5.22
26 0.457 5.46 6.42 7.32 4.58
27 0.406 5.26 6.14 6.99 4.38
28 0.356 5.08 5.90 6.78 4.24
29 0.330 4.62 5.38 6.16 3.86
30 0.305 4.24 4.92 5.64 3.53
注= ;   表内铁皮规格为= 宽x长(m x m)
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（六）马口= ;铁板规格和重量
厚(mm) 宽(in.) 长(in.) kg / 张 张 / 箱 kg / 箱
0.242 14 20 0.343 224 76.832 返回目录
0.242 20 28 0.686 112 76.832
0.285 14 22 0.404 224 90.496
0.285 20 28 0.809 112 101.808
0.320 18  3/4 18  3/4 0.425 224 95.200
0.320 10 28 0.851 100 85.100
0.350 20 20 0.355 225 79.875
0.228 20 28 0.647 112 72.464
0.257 20 28 0.729 112 81.648
0.271 20 28 0.768 112 86.016
0.305 20 28 0.865 112 96.880
0.311 20 28 0.882 112 98.784
0.319 20 28 0.905 112 101.360
　 　 　 　 　
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薄钢板习用= ;号数的厚度
习用       &nbs= p;      号数 厚        度 习用       &nbs= p;      号数 厚        度
普通薄钢板= 镀锌薄钢板 普通薄钢板 镀锌薄钢板
(in) (mm) (in) (mm) (in) (mm) (in) (mm)
8 0.1644 4.18 0.1681 4.270 21 0.0329 0.835 0.0366 0.930
9 0.1495 3.80 0.1532 3.900 22 0.0299 0.758 0.0336 0.855
10 0.1345 3.41 0.1382 3.510 23 0.0269 0.682 0.0306 0.778
11 0.1196 3.03 0.1233 3.130 24 0.0239 0.606 0.0276 0.700
12 0.1046 2.65 0.1084 2.742 　 　 　 　 　
13 0.0897 2.28 0.0934 2.370 25 0.0209 0.530 0.0247 0.627 返回目录
14 0.0747 1.89 0.0785 1.990 26 0.0179 0.455 0.0217 0.552
15 0.0673 1.71 0.0710 1.800 27 0.0164 0.416 0.0202 0.513
16 0.0598 1.52 0.0635 1.610 28 0.0149 0.378 0.0187 0.475
17 0.0538 1.36 0.0575 1.460 29 0.0135 0.342 0.0172 0.437
18 0.0478 1.22 0.0516 1.310 30 0.0120 0.304 0.0157 0.399
19 0.0418 1.06 0.0456 1.155 31 0.0105 0.266 0.0142 0.361
20 0.0359 0.911 0.0396 1.000 32 0.0097 0.246 0.0134 0.340
Ė= 80;    = 4920;列习用号数及钢板࡜= 2;度为英美制规定,与我国&= #23454;际生产的镀锌薄钢= 495;及普通薄钢板的产品= ;规格有出入,
       &nbs= p;    有上面的表= 1487;知，我国产品无号ਤ= 8;称呼的目的，是为满&= #36275;目前习惯称呼与实&= 469;厚度的关系对照，选= ;录本表，
       &nbs= p;    供作参考。= 3454;际规格仍应以我国ߝ= 5;品为准。
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2、冷= ;拔（轧）无缝钢管(YB231-70)
外径   (mm= ) 壁       &nbs= p;            &= nbsp;         厚       &nbs= p;    (mm)
0.25 0.30 0.40 0.50 0.60 0.80 1.0 1.2 1.4 1.5 1.6 1.8 2.0 2.2 2.5 2.8
钢       &nbs= p;  管       &nbs= p;  理       &nbs= p;  论       &nbs= p;  重       &nbs= p;  量        (kg/m)
5 0.0292 0.0348 0.045 0.055 0.065 0.083 0.099 0.112 0.124 0.129 0.134
6 0.0354 0.0421 0.055 0.068 0.080 0.103 0.123 0.142 0.159 0.166 0.174 0.186 0.197
7 0.0416 0.0496 0.065 0.080 0.095 0.122 0.148 0.172 0.193 0.203 0.213 0.230 0.247 0.260 0.277
8 0.0477 0.057 0.075 0.092 0.110 0.142 0.173 0.202 0.227 0.240 0.253 0.275 0.296 0.315 0.339
9 0.054 0.064 0.085 0.105 0.125 0.162 0.197 0.231 0.262 0.277 0.292 0.319 0.345 0.369 0.401 0.427
10 0.060 0.072 0.095 0.117 0.139 0.182 0.222 0.261 0.296 0.314 0.332 0.363 0.395 0.423 0.462 0.496
11 0.066 0.079 0.105 0.129 0.154 0.201 0.247 0.290 0.331 0.351 0.371 0.407 0.444 0.477 0.524 0.566
12 0.072 0.087 0.115 0.142 0.169 0.221 0.271 0.320 0.365 0.388 0.411 0.452 0.493 0.532 0.586 0.635
(13) 0.079 0.094 0.124 0.154 0.184 0.241 0.296 0.349 0.400 0.425 0.451 0.496 0.543 0.585 0.647 0.703
14 0.085 0.101 0.134 0.166 0.199 0.260 0.321 0.379 0.434 0.462 0.490 0.541 0.592 0.640 0.709 0.772
(15) 0.091 0.109 0.144 0.179 0.214 0.280 0.345 0.409 0.468 0.499 0.529 0.585 0.641 0.694 0.771 0.841
16 0.097 0.116 0.154 0.191 0.228 0.300 0.370 0.438 0.503 0.536 0.568 0.629 0.691 0.747 0.832 0.91
(17) 0.103 0.124 0.164 0.203 0.244 0.320 0.395 0.468 0.537 0.573 0.608 0.674 0.740 0.802 0.894 0.98
18 0.100 0.131 0.174 0.216 0.258 0.340 0.419 0.497 0.572 0.610 0.647 0.717 0.789 0.856 0.956 1.05
(19) 0.115 0.138 0.183 0.228 0.274 0.359 0.444 0.527 0.606 0.647 0.687 0.762 0.838 0.910 1.02 1.12
20 0.122 0.146 0.193 0.240 0.288 0.379 0.469 0.556 0.642 0.684 0.726 0.806 0.888 0.965 1.08 1.19
(21)
0.203 0.253 0.303 0.399 0.493 0.586 0.675 0.721 0.767 0.851 0.937 1.02 1.14 1.26
22
0.212 0.265 0.318 0.419 0.518 0.616 0.710 0.758 0.806 0.895 0.986 1.07 1.20 1.33
(23)
0.222 0.277 0.333 0.438 0.543 0.645 0.745 0.795 0.846 0.940 1.04 1.13 1.26 1.39
(24)
0.236 0.290 0.347 0.456 0.567 0.674 0.779 0.832 0.885 0.984 1.09 1.18 1.33 1.46
25
0.242 0.302 0.363 0.478 0.592 0.703 0.813 0.869 0.925 1.03 1.13 1.24 1.39 1.53
(27)
0.262 0.327 0.392 0.516 0.641 0.762 0.882 0.943 1.00 1.12 1.23 1.34 1.51 1.67
28
0.272 0.340 0.406 0.536 0.666 0.792 0.916 0.98 1.04 1.16 1.28 1.40 1.57 1.74
29
0.282 0.352 0.418 0.553 0.691 0.823 0.951 1.02 1.076 1.22 1.33 1.47 1.63 1.83
30
0.292 0.364 0.436 0.576 0.715 0.851 0.986 1.05 1.12 1.25 1.38 1.51 1.70 1.88
32
0.311 0.389 0.466 0.615 0.765 0.910 1.053 1.13 1.20 1.34 1.48 1.62 1.82 2.02
34
0.331 0.413 0.496 0.655 0.814 0.968 1.122 1.20 1.28 1.43 1.58 1.72 1.94 2.15
(35)
0.341 0.426 0.510 0.675 0.833 0.998 1.159 1.24 1.32 1.47 1.63 1.78 2.00 2.22
36