Track Parts, - Tedrail

Rails are a steel product of a high complexity, both as regards its technical design and manufacturing process, and the ever-greater demands made on them in their service conditions. Rails must be capable of responding satisfactorily to the increase in the loads hauled, increases in speed, a higher train frequency, a higher level of comfort (on passenger lines) and, above all, to railroad safety requirements.

TEDRAIL produces rails to the following Standards: Australia, UIC, Germany，British, South Africa, Indian, Chinese, USA, Japan and Korea ,and to the particular specifications of its customers.

ASTM A1 STANDARDARD STEEL RAIL

MECHANICAL PROPERTIES
Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass (lbs/yd)	Area (in2)	Moment of inertia (in4)	Section modulus (in3)	standard length	Material Science
ASCE25	ASTM A1-92	1-1/2"	2-3/4”	2-3/4”	19/64”	25	2.4	2.5	Head 1.76	30’	700
									Base 1.88
ASCE30	ASTM A1-92	1-11/16”	3-1/8”	3-1/8”	21/64”	30	3	4.1	Head 2.55	30’	700
									Base 2.69
ASCE40	ASTM A1-92	1-7/8”	3-1/2”	3-1/2”	25/64”	40	3.94	6.54	Head 3.59	20’30’&40’	700
									Base 3.89
ASCE60	ASTM A1-92	2-3/8”	4-1/4”	4-1/4”	31/64”	60.5	5.93	14.56	Head 6.62	20’30’33’40’	700
									Base 7.10
ASCE85	ASTM A1-92	2-9/16”	5-3/16”	5-3/16”	9/16”	85	8.33	30.07	Head 11.08	39’	900A/1100
									Base 12.17
ASCE90RA	ASTM A1-92	2-9/16”	5-5/8”	5-1/8”	9/16”	90	8.82	38.7	Head	39’	900A/1100
									Base
ASCE115	ASTM A1-92	2-23/32”	6-5/8”	5-1/2”	5/8”	114.7	11.25	65.5	Head 18	39’80’	900A/1100
									Base 22
ASCE136	ASTM A1-92	2-15/16”	7-5/16”	6”	11/16”	136	13.32	93.7	Head 23.78	39’80’	900A/1100
									Base 28.3
									Base

AS 1085 STANDARD STEEL RAIL

Rail type	Material	A(mm)	B(mm)	C(mm)	t(mm)	Mass （kg/m）	Area （mm2）	Section modulus （mm3）	standard length (M)
AS41	AS 1085	63.5	136.5	127	13.1	40.7	5192	Head 184.4	12.19&13.72
								Foot 204.5
AS50	AS 1085	70	154	127	15	50.8	6451	Head 253.5	12.19&13.72
								Foot 269.1
AS53	AS 1085	70	157.1	146	14.7	53	6763	Head 271.6	12.19&13.72
								Foot 312.8
AS60	AS 1085	70	170	146	16.5	61	7725	Head 322.4	12.19&13.72
								Foot 369.3
AS68	AS 1085	73.4	186	152	17.5	67.5	8602	Head 391.7	12.5
								Foot 463.8
AS73	AS 1085	70	157	146	32	73.6	9380	Head	12
								Foot
AS86	AS 1085	102	102	165	84.11	85.5	10890	Head	12
								Foot

UIC UIC860 STANDARD

MECHANICAL PROPERTIES
Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass (kg/m)	Area (cm2)	Moment of inertia(cm4)	Section modulus (cm3)	standard length (M)	Material
UIC54	UIC860	70	159	140	16	54.77	69.77	X 2337.9	Head 278.7	12-25	900A/1100
								Y 419.2	Base 311.2
UIC60	UIC860	74.3	172	150	16.5	60.34	76.7	X 3038.3	Head 333.6	12-25	900A/1100
								Y 512.3	Base 375.5

DIN536 EUROPEAN CRANE RAIL

MECHANICAL PROPERTIES
Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass(kg/m)	Tensile Strength (N/mm2)	Area (cm2)	Moment of inertia (cm4)	Section modulus (cm3)	standard length
A75	DIN536 P1:1991	85	75	200	45	56.2	880	72.1	X 545	Head 109	10M,12M,15M
									Y 1010	Base 153.5
A100	DIN536 P1:1991	95	100	200	60	75.2	880	95.6	X 888	Head 170	10M,12M,15M
									Y 1360	Base 203.3
A120	DIN536 P1:1991	105	120	220	72	101.3	880	129	X 1420	Head 249	10M,12M,15M
									Y 2370	Base 289

BS11:1985 STANDARD

MECHANICAL PROPERTIES
Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass (kg/m)	Area (cm2)	Moment of inertia (cm4)	Section modulus(cm3)	standard length(M)	Material
50’O	BS11:1985	52.39	100.01	100.01	10.32	24.833	31.63	424.3	84.77	6-18	700
60A	BS11:1985	57.15	114.3	109.54	11.11	30.618	39	695.85	117.31	6-18	900A
60R	BS11:1985	57.15	114.3	109.54	11.11	29.822	37.99	680.85	115.98	6-18	700
70A	BS11:1985	60.32	123.82	111.12	12.3	34.807	44.34	910.69	145.74	8-25	900A
75A	BS11:1985	61.91	128.59	114.3	12.7	37.455	47.71	1048.8	161.82	8-25	900A
75R	BS11:1985	61.91	128.59	122.24	13.1	37.041	47.18	1061.3	159.09	8-25	900A
80A	BS11:1985	63.5	133.35	117.47	13.1	39.761	50.66	1204.7	177.46	8-25	900A
80R	BS11:1985	63.5	133.35	127	13.49	39.674	50.53	1224.5	175.99	8-25	900A
90A	BS11:1985	66.67	142.88	127	13.89	45.099	57.46	1563.8	214.83	8-25	900A
100A	BS11:1985	69.85	152.4	133.35	15.08	50.182	63.93	1961.0	252.42	8-25	900A
113A	BS11:1985	69.85	158.75	139.7	20.	56.398	71.84	2332.4	277.95	8-25	900A

ISCOR STANDARD STEEL RAIL

MECHANICAL PROPERTIES
Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass (kg/m)	Area x10³mm²	Moment of inertia (mm4)	Section modulus (mm3)	standard length (M)	Material
15KG	ISCOR	41.28	76.2	76.2	7.54	14.905	1.899	X 1.49	Head	5-18	700
								Y 3.86	Base
22KG	ISCOR	50.01	95.25	95.25	9.92	22.542	2.872	X 3.51	Head	5-18	700
								Y 8.61	Base
30KG	ISCOR	57.15	109.54	109.54	11.5	30.25	3.853	X 6.25	Head	5-18	900A
								Y 15.28	Base

ISCR STANDARD STEEL RAI

Rail type	Material	A(mm)	B(mm)	C(mm)	t(mm)	Mass (kg/m)	Moment of inertia (cm⁴)	Section modulus (cm³)	standard length (M)	Material
ISCR50	IS 3443-1980	51.2	90	90	20	29.8	X 337.5	Head 82.8	9-12	55Q/U71
							Y 111.4	Base 76.4
ISCR60	IS 3443-1980	61.3	105	105	24	40	X 654.6	Head 136	9-12	55Q/U71
							Y 195.9	Base 116
ISCR80	IS 3443-1980	81.7	130	130	32	64.2	X 1524	Head 233	9-12	U71Mn
							Y 468.6	Base 233
ISCR100	IS 3443-1980	101.9	150	150	38	89	X 2806	Head 368	9-12	U71Mn
							Y 920	Base 381
ISCR120	IS 3443-1980	122	170	170	44	118	X 4794	Head 552	9-12	U71Mn
							Y 1672	Base 77

JISE1103/1101 STANDARD STEEL RAIL

Rail type	Material	A (mm)	B (mm)	C (mm)	t (mm)	Mass kg/m)	Tensile Strength (N/mm2)	Moment of inertia (cm⁴)	Section modulus (cm³)	standard length (M)
JIS 15KG	JIS E1103-1993	42.86	79.37	79.37	8.33	15.2	569	167	40.8	10
JIS 22KG	JIS E1103-1993	50.8	93.66	93.66	10.72	22.3	637	339	69.6	10
JIS 30A	JIS E1101-1993	60.33	107.95	107.95	12.3	30.1	690	606	108	10
JIS 37A	JIS E1101-1993	62.71	122.24	122.24	13.49	37.2	690			25
JIS 50N	JIS E1101-1993	65	153	127	15	50.4	800			25
JIS 50N	JIS E1101-1993	65	153	127	15	50.4	800			50

PRODUCTS

TRACK PARTS