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AAC Aluminium Overhead Conductor Cable Wire 500mm2 Steel Reinforced

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Contact name:Bill Li

Wuhan Green Song Zheng Cable Co.,Ltd

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AAC Aluminium Overhead Conductor Cable Wire 500mm2 Steel Reinforced

Country/Region	china
City & Province	wuhan
Categories	Power Cables

Product Details

All Aluminium Conductor and Aluminium Steel reinforced conductor (AAC And ACSR)
Application
This product is suitable for the overhead power lines.
See Table 1 for the cable model and name
Table 1
model name
JL AAC
JL/G1A ACSR
The structure and technical parameters of aluminum stranded cable are shown in Table 2

Table 2 JL

nominal cross m m²	Structure, Wire No. / diameter mm	external diameter mm	Quality per unit length (kg/km )	Calculate the pull-break force kN	direct-current resistance Not greater than Ω / km	Line expansion coefficient of 1 / ℃
10	7/1.35	4.05	27.4	1.95	2.8633	23.0*10^-6
16	7/1.71	5.12	43.8	3.04	1.7896	23.0*10^-6
25	7/2.13	6.40	68.4	4.50	1.1453	23.0*10^-6
35	7/2.50	7.50	94.0	6.01	0.8333	23.0*10^-6
50	7/3.00	9.00	135.3	8.41	0.5787	23.0*10^-6
70	7/3.60	10.8	194.9	11.40	0.4019	23.0*10^-6
95	7/4.16	12.5	260.2	15.22	0.3010	23.0*10^-6
120	19/2.85	14.3	333.2	20.61	0.2374	23.0*10^-6
150	19/3.15	15.8	407.0	24.43	0.1943	23.0*10^-6
185	19/3.50	17.5	502.4	30.16	0.1943	23.0*10^-6
210	19/3.75	18.8	576.8	33.58	0.1374	23.0*10^-6
240	19/2.40	20.0	656.3	38.20	0.1205	23.0*10^-6
300	37/3.20	22.4	819.8	49.10	0.0969	23.0*10^-6
500	37/4.16	29.1	1385.5	80.46	0.0573	23.0*10^-6

The structure and technical parameters of steel core aluminum stranded cables are shown in Table 3

Table 3: JL / G1A

nominal cross m m²	Structure,Core Number / diameter mm		external diameter mm	Quality per unit length (kg/km )	Calculate the pull-break force kN	coefficient of elasticity N/mm²	direct-current resistance Not greater than Ω / km	linear dilatation Coefficient 1 / ℃
nominal cross m m²	aluminium	steel	external diameter mm	Quality per unit length (kg/km )	Calculate the pull-break force kN	coefficient of elasticity N/mm²	direct-current resistance Not greater than Ω / km	linear dilatation Coefficient 1 / ℃
10/2	7/1.50	7/1.50	4.50	42.8	4.14	79000	2.7062	19.1*10^-6
16/3	7/1.85	7/1.85	5.55	65.1	6.13	79000	1.7791	19.1*10^-6
25/4	6/2.30	1/2.30	6.69	100.9	9.13	79000	1.1478	19.1*10^-6
35/6	6/2.72	1/2.72	8.16	140.8	12.55	79000	0.8230	19.1*10^-6
50/8	6/3.20	1/3.20	9.60	194.8	16.81	79000	0.5946	19.1*10^-6
50/30	12/2.32	7/2.32	11.6	371.1	42.61	105000	0.5693	15.3 *10^-6
70/10	6/3.80	1/3.80	11.4	274.8	23.36	79000	0.4217	19.1*10^-6
70/40	12/2.72	7/2.72	13.6	510.2	58.22	105000	0.4141	15.3 *10^-6
95/15	26/2.15	7/1.67	13.6	380.2	34.93	76000	0.3058	18.9*10^-6
95/20	7/4.16	7/1.85	13.9	408.2	37.24	76000	0.3019	18.5*10^-6
120/20	26/2.38	7/1.85	15.1	466.1	42.26	76000	0.2496	18.9*10^-6
120/25	7/4.72	7/2.10	15.7	525.7	47.96	76000	0.2345	18.5*10^-6
150/20	24/2.78	7/1.85	16.7	548.5	46.78	73000	0.1981	19.6*10^-6
150/25	26/2.70	7/2.10	17.1	600.1	54.11	76000	0.1939	18.9*10^-6
185/25	24/3.15	7/2.10	18.9	704.9	59.23	73000	0.1543	19.6*10^-6
185/30	26/2.98	7/2.32	18.9	731.4	64.56	76000	0.1592	18.9*10^-6
240/30	24/3.60	7/2.40	21.6	920.7	75.19	73000	0.1181	19.6*10^-6
240/40	26/3.42	7/2.66	21.7	962.8	83.76	76000	0.1209	18.9*10^-6
300/25	48/2.85	7/2.22	23.8	1027.0	83.76	65000	0.0944	20.5*10^-6
300/40	24/3.99	7/2.66	23.9	1131.0	92.36	73000	0.0961	19.6*10^-6
400/35	48/3.22	7/2.50	26.8	1347.5	103.67	65000	0.0739	20.5*10^-6
400/50	54/3.07	7/3.07	27.6	1510.3	123.04	69000	0.0723	19.3*10^-6
400/65	26/4.42	7/3.44	28.0	1608.7	135.39	76000	0.0724	18.9*10^-6
400/95	30/4.18	19/2.5	29.1	1856.7	171.56	78000	0.0709	18.0*10^-6
500/35	45/3.76	7/2.51	30.1	1650.2	116.41	63000	0.0578	20.9*10^-6
500/45	48/3.6	7/2.8	30.0	1685.5	127.31	65000	0.0591	20.5 *10^-6
500/65	54/3.43	7/3.43	30.9	1887.9	153.80	69000	0.0578	19.3*10^-6
630/45	45/4.22	7/2.81	33.8	2079.2	150.45	63000	0.0459	20.9*10^-6
630/55	48/4.12	7/3.20	34.3	2206.4	164.31	65000	0.0452	20.5 *10^-6
630/80	54/3.85	19/2.31	34.7	2366.3	191.77	67000	0.0459	19.4*10^-6
800/55	45/4.80	7/3.20	38.4	2687.5	192.2	63000	0.0355	20.9*10^-6
800/70	48/4.63	7/3.60	38.6	2787.6	207.68	65000	0.0358	20.5 *10^-6
800/100	54/4.34	19/2.61	39.1	3004.2	243.52	67000	0.0362	19.4*10^-6

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