鋼材理論重量表規(guī)格表

1、鋼材理論重量表規(guī)格表為了方便大家對(duì)鋼理論重量和規(guī)格有個(gè)清晰的認(rèn)識(shí)，這里我們以表格的形式為大家展出。（圖標(biāo)來(lái)源于網(wǎng)絡(luò)、只供參考）螺紋鋼的重量理算表螺紋鋼d（6-18）681012141618重量(kg/m )0.2220.3950.6170.8881.211.582.00螺紋鋼d(20-40)20222528323640重量(kg/m )2.472.93.8584.836.317.999.87螺紋鋼重量與直徑（半徑）的平方成正比：C/m = 0.617*D*D/100每米的重量（Kg尸螺紋鋼的直徑（mm）x螺紋鋼的直徑（mm）x 0.00617螺紋鋼理論重量 w（kg/m）:w=0.00617*

2、d2（0.617是圓10螺紋鋼每米重量。）注：12含12）以下和 28（含28）的鋼筋一般小數(shù)點(diǎn)后取三位數(shù)，14至25鋼筋一般小數(shù)點(diǎn)后取二位數(shù)。熱軋帶肋鋼筋（螺紋鋼）規(guī)格理論重量表大全/每米型號(hào)d0（毫米）內(nèi)徑d（毫米）外徑d1（毫米）理論重量（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罵？吁t侖0士 hl (kS/m)31tM方創(chuàng)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公稱直 徑(mm)公稱橫截 面面積 (mm2)理論重量 (kg/1m)偏差范圍(k/0.5m)GB1499. 2-2007郃5 0 204-2002 （2011 年版）規(guī)定實(shí)際檢驗(yàn)要求規(guī)定實(shí)際檢驗(yàn)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等邊角鋼普通槽鋼普通字鋼熱扎扁鋼鋼板鋼管鋼材理論重試簡(jiǎn)易il算法11役Kg/m型號(hào)Kg/m型號(hào)Kg/m型號(hào)Kg/m型號(hào)Kg/m厚度Kg/m1型號(hào)Kg/m口號(hào)計(jì)算式（單位Kg/m）4Q099Z36+42.16365.44

6、1011.2-20*50.790.32 3551fk2039圓鋼0.00617 X，仔 X徑5Q154Z36+526541636.6312.614.2-20101.570.43.14102.50466(1222N4OM2422188.041416.9-25*50.980.53.92532*3.52.46方綱0.00785 x邊寬x邊寬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 銅0.0068 x對(duì)邊自

7、征X對(duì)邊直徑8Q395Z45*53.36914a14.5320a27.930*81.880.86.2868*3.56.5710Q617Z45+63.98514b16.7320b31.130102.361.07.85704.57.27八角 鋼0.0065 x對(duì)邊直徑x 對(duì)邊直件12a88Z5(H53.77016a17.2322a33.030122.831.29.427fH104.7112.094.213347.523.216022.190Z8(H89.658(32a38.2240c80.1-60209.4214.0109.9I5518.94港網(wǎng) 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序號(hào)名稱型號(hào)單位數(shù)值17低碳鋼熱軋圓盤條6 0kg/ni0.22218低碳鋼熱軋圓盤條$6 5kg/m0.260019低碳鋼

9、熱軋回盤條7.0kg/m0.301920低碳鋼熱軋圓盤條7 5kg/m0346921預(yù)應(yīng)力混凝土用綱絞線22預(yù)應(yīng)力混凝土用鋼線線（1x2）10kg/km31023預(yù)應(yīng)力混凝上用鋼絞線（1x2）12kg/km44724預(yù)應(yīng)力混凝七用鋼絞線（1x3）10.8kg/km46525預(yù)應(yīng)力混凝土用鋼絞線（1x3）12.9kg/km67126預(yù)應(yīng)力混凝土用鋼絞線（1x7）標(biāo)準(zhǔn)型95kg/km43227預(yù)應(yīng)力混凝土用鋼絞線（1x7）標(biāo)準(zhǔn)型11.1kg/km58028預(yù)應(yīng)力混凝土用鋼絞線（1x7）標(biāo)準(zhǔn)型12.7kg/km77429預(yù)應(yīng)力混凝土用鋼絞線（1x7）標(biāo)準(zhǔn)型15.2kg/km110130預(yù)應(yīng)力混凝土用

10、鋼絞線（1x7）摸拔型12.7Jkg/km89031預(yù)應(yīng)力混凝上用鋼絞線（1x7）摸拔型15.2kg/km129532刻痕鋼絲5.000kg/km0.016類別型號(hào)截面尺寸理論 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宙筋生顯偏差表至創(chuàng)JSiftfiwkg/n色米SNi岔苻區(qū)間（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.始發(fā) 9扳孔一圓 鋼156a 22206-2377as0.2302U-278B。冬367-42210. G17673&012a 8=8826-OM1.31141270161. w1W1-160&516Z8LW-2100202.172346-2322z.網(wǎng)2831-3129冷孔等恥 洌

15、將10.009se-icc450.154117-160as0.18617B-1SS7c.xe2 斷 31，90.4994T9-618110.74671&-775HWartM歸女際電學(xué)（雙忤長(zhǎng)度，理希亞也）ns，斌體長(zhǎng)度“理論重置）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.過(guò)，去用,小十皿，* aan. m和仄*小添光圓鋼筋及螺紋鋼筋的理論重曷及訂算面積表鋼筋彎鉤增長(zhǎng)表鋼筋彎折K度折減表計(jì)算自徑螺紋鋼筋理論重量一根鋼筋il尊而積180,O9。o13545090（毫米）（毫米）（公斤/米）(cm2)光圓鋼筋光圓鋼筋喋墳鋼筋此同鋼筋光網(wǎng)鋼笳螺紋鋼筋光圓刖筋螺紋鋼筋外徑內(nèi)徑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公稱直徑 d/nim宜徑重量允許偏差允許偏差區(qū)間/mm允許偏差理論重量 ( kg/ni)允許偏差區(qū)間最小宜徑最大直徑最小重量最大重量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公稱直 徑 d/mmH仆重量?jī)?nèi)徑dl允許偏差區(qū)間/mm允許偏差理論重地 (kg/m)允許偏差區(qū)間公稱尺寸允許偏差最小小徑最大直徑最小重量最大重吊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.