Aluminum Conductor Steel Reinforced Ibis ACSR Astmb232 Al: 26/3.14mm, Steel: 7/2.44mm

Aluminum Conductor Steel Reinforced Ibis ACSR Astmb232 Al: 26/3.14mm, Steel: 7/2.44mm image

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Product Name:

Aluminum Conductor Steel Reinforced Ibis ACSR Astmb232 Al: 26/3.14mm, Steel: 7/2.44mm

Model NO.:

ACSR

Brand:

Yifang

Certification:

ISO9001, CE, CCC

Range of Application:

Power Station

Material Shape:

Round Wire

Insulation Material:

Bare

Sheath Material:

Bare

Conductor Material:

Aluminum and Steel

Application:

Overhead

Conductor Type:

Stranded

Type:

Bare

Name:

ACSR

Size:

6mm2~1200mm2

Trademark:

Yifang

Transport Package:

Wooden or Wooden-Steel Drum

Specification:

6mm2~1200mm2

Origin:

China

HS Code:

7614100000

Product Details

Product Description
Aluminum conductor steel reinforced High Tension Wires Bare Conductor,ACSR WOLF
Complying to BS215
ACSR 37 strikes is GI
30stranding is Aluminum
1. Cable Called WOLF
2. No of strands:aluminum 30 x 2.59 mm & 7 x 2.59 mm Steel Wire
3. Dia of the cable:18.13 mm
4.DC at 20 degree value:0.1828ohm/km
5.Breaking Load:726 KN
Application:
Used as bare overhead transmission cable and as primary and secondary distribution cable . ACSR offers optimal strength for line design . Variable steel core stranding enables desired strength to be achieved without sacrificing ampacity .
Packing:
Drums which Can be supplied in any length required .
Conductor type :
Max.cross-section 3500MCM /1750mm2 , Max.stranded number 127Nos.
We can produce according to our client’s need and provide technical data .
Construction:
Bare aluminum alloy 1350-H19 wires, concentrically stranded around a Class A galvanized coated steel
core wire .

Code name	Nominal aluminum area mm2	Stranding structure				Sectional area of aluminum	Total sectional area	Overall diameter		Calculated breaking load	Calculate D.C resistance at 20ºC	Final modulus of elasticity	Coefficient of linear expansion
		Stranding structure				Sectional area of aluminum	Total sectional area	Overall diameter	Total	Calculated breaking load	Calculate D.C resistance at 20ºC	Final modulus of elasticity	Coefficient of linear expansion
		Al. No.	Al. Dia.	St. No.	St. Dia	mm2	mm2	mm	kg/km	daN	Ω/km	hBar	/ºC
Mole	10	6	1.50	1	1.50	10.62	12.39	4.50	43	414	2.7060	7900	19.1Χ10-6
Squirrel	20	6	2.11	1	2.11	20.94	24.43	6.33	85	788	1.3680	7900	19. lΧ10-6
Gopher	25	6	2.36	1	2.36	26.24	30.62	7.08	106	961	1.0930	7900	19.1Χ10-6
Weasel	30	6	2.59	1	2.59	31.61	36.88	7.77	128	1146	0.9077	7900	19.1Χ10-6
Fox	35	6	2.79	1	2.79	36.66	42.77	8.37	149	1320	0.7822	7900	19.1Χ10-6
Ferret	40	6	3.00	1	3.00	42.41	49.48	9.00	172	1520	0.6766	7900	19.1Χ10-6
Rabbit	50	6	3.35	1	3.35	52.88	61.70	10.05	214	1835	0.5426	7900	19.1Χ10-6
Mink	60	6	3.66	1	3.66	63.18	73.71	10.98	255	2180	0.4545	7900	19.1Χ10-6
Skunk	60	12	2.59	7	2.59	63.27	100.30	12.95	465	5300	0.4567	7900	15.3Χ10-6
Beaver	70	6	3.99	1	3.99	74.82	87.29	11.97	302	2570	0.3825	7900	19.1Χ10-6
Horse	70	12	2.79	7	2.79	73.37	116.20	13.95	538	6120	0.3936	10500	19.1Χ10-6
Racoon	75	6	4.10	1	4.10	79.20	92.40	12.30	320	2720	0.3622	7900	15.3Χ10-6
Otter	80	6	4.22	1	4.22	83.88	97.86	13.98	339	2880	0.3419	7900	19.1Χ10-6
Cat	90	6	4.50	1	4.50	95.40	111.30	15.90	386	3270	0.3007	7900	19. lΧ10-6
Hare	100	6	4.72	1	4.72	105.00	122.50	17.50	425	3600	0.2733	7900	19. lΧ10-6
Dog	100	6	4.72	7	1.57	105.00	118.50	14.15	394	3270	0.2733	7500	19.8Χ10-6
Hyena	100	7	4.39	7	1.93	105.80	126.20	14.57	450	4090	0.2712	7500	19.8Χ10-6
Leopard	125	8	5.28	7	1.75	131.30	148.10	15.81	492	4070	0.2184	7500	19.8Χ10-6
Coyote	125	26	2.54	7	1.91	132.10	152.20	15.89	522	4640	0.2187	8500	17.0Χ10-6
Congar	125	18	3.05	1	3.05	130.30	137.50	15.25	419	2980	0.2189	6600	21.2Χ10-6
Tiger	125	30	2.36	7	2.36	131.10	161.70	16.52	602	5800	0.2202	8000	17.8Χ10-6
Dingo	150	18	3.35	1	3.35	158.70	167.50	16.75	506	3570	0.1815	6600	21.2Χ10-6
Wolf	150	30	2.59	7	2.59	158.10	194.90	18.13	726	6920	0.1828	8000	17.8Χ10-6
Caracal	175	18	3.61	1	3.61	184.30	194.50	18.05	587	4110	0.1563	6600	21.2Χ10-6
Lynx	175	30	2.79	7	2.79	183.40	226.20	19.53	842	7980	0.1576	8000	17.8Χ10-6
Jaguar	200	18	3.86	1	3.86	210.60	222.30	19.30	671	4655	0.1367	6600	21.2Χ10-6
Panther	200	30	3.00	7	3.00	212.10	261.50	21.00	974	9225	0.1363	8000	17.8Χ10-6
Lion	225	30	3.18	7	3.18	238.50	294.20	22.26	1095	10060	0.1212	8000	17.8Χ10-6
Bear	250	30	3.35	7	3.35	264.00	325.60	23.45	1213	11110	0.1093	8000	17.8Χ10-6
Goat	300	30	3.71	7	3.71	324.30	400.00	25.97	1489	13570	0.0891	8000	17.8Χ10-6
Sheep	350	30	3.99	7	3.99	374.10	461.40	27.93	1718	15590	0.0770	8000	17.8Χ10-6
Antilope	350	54	2.97	7	2.97	373.10	421.50	26.73	1411	11820	0.0773	6900	19.3Χ10-6
Bizon	350	54	3.00	7	3.00	381.80	431.30	27.00	1444	12090	0.0757	6900	19.3×10-6
Deer	400	30	4.27	7	4.27	429.30	529.50	28.89	1971	17850	0.0674	8000	17.8Χ10-6
Zebra	400	54	3.18	7	3.18	428.90	484.50	28.62	1621	13190	0.0674	6900	19.3Χ10-6
ELK	450	30	4.50	7	4.50	477.00	588.30	31.50	2190	19820	0.0606	8000	17.8Χ10-6
Camel	450	54	3.35	7	3.35	475.20	536.80	30.15	1777	14570	0.0607	6900	19.3Χ10-6
Moose	500	54	3.53	7	3.53	528.70	597.20	31.77	1999	16110	0.0547	6900	19.3Χ10-6
Finch	500	54	3.65	19	2.29	564.70	642.90	33.35	2243	18070	0.0512	6800	18.3Χ10-6

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