钢材理论重量表规格表

1、钢材理论重量表规格表为了方便大家对钢理论重量和规格有个清晰的认识，这里我们以表格的形式为大家展出。（图标来源于网络、只供参考）螺纹钢的重量理算表螺纹钢d（6-18）681012141618重量(kg/m )0.2220.3950.6170.8881.211.582.00螺纹钢d(20-40)20222528323640重量(kg/m )2.472.93.8584.836.317.999.87螺纹钢重量与直径（半径）的平方成正比：C/m = 0.617*D*D/100每米的重量（Kg尸螺纹钢的直径（mm）x螺纹钢的直径（mm）x 0.00617螺纹钢理论重量 w（kg/m）:w=0.00617*

2、d2（0.617是圆10螺纹钢每米重量。）注：12含12）以下和 28（含28）的钢筋一般小数点后取三位数，14至25钢筋一般小数点后取二位数。热轧带肋钢筋（螺纹钢）规格理论重量表大全/每米型号d0（毫米）内径d（毫米）外径d1（毫米）理论重量（公斤/米）65.756.750.22276.757.750.30287.59.00.39598.510.00.499109.311.30.617121113.00.888141315.51.21161517.51.58181720.02.00201922.02.47222124.02.98252427.03.852826.530.54.833230.5

3、34.56.313634.539.57.994038.543.59.87骂？吁t仑0士 hl (kS/m)31tM方创可3 15. 927. 54326. 318. 04336. 7 1B. 5534T. 139. or357. 559. 62367.99IO. 2388. 911.34.09. 8612. 642IO. 913. O4512. 515. 94m14. 2IS. 1501.5. d19. 653IT. 3225518. 623. 75619. 324. 65820. 726. 4GO22. 228. 36324. 531. 2652633. 26B2S. 536. 37030.

4、 238. 57534. 744. 28039. 550. 28544. 556. 79049. 963. 69555. 670. S1OO61. 778. 5公称直 径(mm)公称横截 面面积 (mm2)理论重量 (kg/1m)偏差范围(k/0.5m)GB1499. 2-2007郃5 0 204-2002 （2011 年版）规定实际检验要求规定实际检验要求12113. 1o. 8887%0. 413-0. 475近8%，。. 40814153. 91. 2085%0. 574 - 0. 634W6%三056816201. 11.5785%0. 750-0. 829W6%20. 7421825

5、4. 52. 00 5%0. 9491. 05於6%0. 93920314. 22. 465%1. 171. 29近6%1622380. 12. 984%1. 431. 55W5%4225490. 93. 864%1. 852 005%8328615. 84. 844%2. 32 - 2. 51近5%力2.3032804. 26. 324%3. 03-3. 28W5%23. 00等边角钢普通槽钢普通字钢热扎扁钢钢板钢管钢材理论重试简易il算法11役Kg/m型号Kg/m型号Kg/m型号Kg/m型号Kg/m厚度Kg/m1型号Kg/m口号计算式（单位Kg/m）4Q099Z36+42.16365.44

6、1011.2-20*50.790.32 3551fk2039圆钢0.00617 X，仔 X径5Q154Z36+526541636.6312.614.2-20101.570.43.14102.50466(1222N4OM2422188.041416.9-25*50.980.53.92532*3.52.46方纲0.00785 x边宽x边宽6.50.260N40*529761010.0001620.5-25*101.960.64.7148*3.53.847a 302Z45+42.73612.612.3701324.1-30*51.180.755 888603.54 88六角 铜0.0068 x对边自

7、征X对边直径8Q395Z45*53.36914a14.5320a27.930*81.880.86.2868*3.56.5710Q617Z45+63.98514b16.7320b31.130102.361.07.85704.57.27八角 钢0.0065 x对边直径x 对边直件12a88Z5(H53.77016a17.2322a33.030122.831.29.427fH104.7112.094.213347.523.216022.190Z8(H89.658(32a38.2240c80.1-60209.4214.0109.9I5518.94港网 板7030.210Z 80*1011.874|32

8、b43.2545a80.4-80*85.0216.0125.6180*523.78039.46Z9OI013.47632c48.2850c109-80*106.2818.01413180*7.531.99049 94Z 100*812.27636a47.8056a106.2-100107.852( 0157.0426*10102.5910061.65Z100*l015.1236 b53.4563a121.6-100*6047.160.()471.050(*10120.83序号名称型号单位数值17低碳钢热轧圆盘条6 0kg/ni0.22218低碳钢热轧圆盘条$6 5kg/m0.260019低碳钢

9、热轧回盘条7.0kg/m0.301920低碳钢热轧圆盘条7 5kg/m0346921预应力混凝土用纲绞线22预应力混凝土用钢线线（1x2）10kg/km31023预应力混凝上用钢绞线（1x2）12kg/km44724预应力混凝七用钢绞线（1x3）10.8kg/km46525预应力混凝土用钢绞线（1x3）12.9kg/km67126预应力混凝土用钢绞线（1x7）标准型95kg/km43227预应力混凝土用钢绞线（1x7）标准型11.1kg/km58028预应力混凝土用钢绞线（1x7）标准型12.7kg/km77429预应力混凝土用钢绞线（1x7）标准型15.2kg/km110130预应力混凝土用

10、钢绞线（1x7）摸拔型12.7Jkg/km89031预应力混凝上用钢绞线（1x7）摸拔型15.2kg/km129532刻痕钢丝5.000kg/km0.016类别型号截面尺寸理论 重量 kg，mHB迫HW203x200200200*1250. 5200204121256. 7253x25025025091472.4250255141482.2300 x300294302121285. 0300300131594. 53003051515106350 x35034434813161153503501210137403x4003B84021516141394398111814740040013211

11、72400408212119741440519282334284072335284HM 250 x175244175r I1144. 1303x20029420081257 3350 x25034025091479. 743x3003003001316167453x3004403001118124500 x30048230011151154883001118129600 x300582300121713758830012201515943021423175250 x1252481245825.82501256929.7300 x1502981495.5832.63001506.5937.3,一

12、 -. .r一 -._ JM MM350 141.83501757L！_;50.0HN400 x1504001508i?n55.8400 x20039619971156.740020081366.0450 x20044619981266.745020091476.5500 x20049619991479.5500200101680.65062011119103600 x200596199101595. 160020011171066062011220120700 x30069230013201667003001324185800 x300792300142219180

13、030014210HP200 x200200204121256.7250 x250244252111164.4250255141482.2300 x300294302121285.0300300101594.53003051515106350 x3503383511313106344354161613135035012191373503571919156400 x400388402151514139440518181694004001321172400408212119741440518282334284072035284宙筋生显偏差表至创JSiftfiwkg/n色米SNi岔苻区间（g）H w

14、初筋60.222206-237?8a 9367-422100.6175?a-6O12ae825-O14i.a114Ml270上6161.561S01-1669IB28IWO-210020Z7234匕2 M22zee2860-309士425659&-4004284.834A-50Q332&S1fiOTT-M2367.始发 9扳孔一圆 钢156a 22206-2377as0.2302U-278B。冬367-42210. G17673&012a 8=8826-OM1.31141270161. w1W1-160&516Z8LW-2100202.172346-2322z.网2831-3129冷孔等耻 洌

15、将10.009se-icc450.154117-160as0.18617B-1SS7c.xe2 断 31，90.4994T9-618110.74671&-775HWartM归女际电学（双忤长度，理希亚也）ns，斌体长度“理论重置）副筋外混尺寸和量W偏度收NirNW-*3 .MBfMlXfl JtMKXU“3inn* M19 HMam 1M40rE,，aj10H54M7tltillAMtlJ14皿IX1149MII I2MSIJI3KM t?J30M!ur1*S22miMB9J2smtMBM2/AanUHV2N73HMAMNil，Mt3orftM9SONMgJa (UnsahoiwktJnrwK

16、. *t.过，去用,小十皿，* aan. m和仄*小添光圆钢筋及螺纹钢筋的理论重曷及订算面积表钢筋弯钩增长表钢筋弯折K度折减表计算自径螺纹钢筋理论重量一根钢筋il尊而积180,O9。o13545090（毫米）（毫米）（公斤/米）(cm2)光圆钢筋光圆钢筋喋坟钢筋此同钢筋光网钢笳螺纹钢筋光圆刖筋螺纹钢筋外径内径66.755.750.2220.2833821一 29 一5, 77.756.750.3020.3854425, 31 5 89.0750.3950.5035028 39 6 910.08.50.4990.6365632 44 71011.39.30.6170.78563354249一81

17、31213.011.00.8881.13175425158559151415.513.01211.539884959686611181617.515.01.582.0111005667787712211820.017.02.002.5451136376888814232022.019.02.473.1421257084979915262224.021.02.983.80113877931079917282527.024.03.854.91015688105122111119322830.026.54.836.15817598118136121221363234.530.56.318.04220

18、0112135156141424413639.531.57.9910.180225126152175151527464043.538.59.8712.57025014016819517173052公称直径 d/nim宜径重量允许偏差允许偏差区间/mm允许偏差理论重量 ( kg/ni)允许偏差区间最小宜径最大直径最小重量最大重量6土 0.3mm5.76.37%0.2220.206460.237546.56.26.80.260.24180.278287.78.30.3950.367350.42265109.710.30.6170.573180.660191211.712.30.8880.82584

19、0.9501614i 0.4mm13.614.45%1.211.14951.27051615.616.41.581.5011.659】817.618.4r1.92.12019.620.42.472.34652.59352221.622.42.982.8313.129公称直 径 d/mmH仆重量内径dl允许偏差区间/mm允许偏差理论重地 (kg/m)允许偏差区间公称尺寸允许偏差最小小径最大直径最小重量最大重吊65.8 0.3mm5.56.17%0.2220.206460.2375487.7 0.4mm7.38.10.3950.367350.42265109.69.2100.6170.573810.660191211.511.111.90.8880.825840.