Runway Rail High Grade Steel Overhead Crane Parts For Carrying Heavy Loads P18, P24, P38, P43, QU70, QU80, QU100 manufacturer from China HANGZHOU ZHEQI CRANES CO.,LTD

Place of Origin:

Zhejiang, China (Mainland)

Product Detail

Model No.: P18, P24, P38, P43, QU70, Q...

Runway Rail High Grade Steels Overhead Crane Parts For Carrying Heavy Loads

Detailed Product Description

Overhead Crane travelling steel rail tracks are designed for carrying heavy and small loads and are used in a wide

variety of applications. There are seven standard crane rail models called P18, P24, P38, P43, QU70, QU80,

QU100 in China. Rail weight ranges from 18kg to 88kg per meter. You can find a weight and measure conversion

table on to us if you need.

Each steel rail application is different and must be engineered to maximise efficiency and lifespan, therefore the

selection of the correct rail is critical to achieving this end.

Used under traveling wheel of various cranes such as overhead crane, gantry crane, portal crane, launching
crane, flat car, girder carrier, etc.
Used in the field of train travel

• Various lengths to suit your application.

• Normal or high grade steels.

• Mitre cut or machined to specific design and size.

• Curved rail (such as circular water tanks).

• Drilled or un-drilled.

• Modified to any design, within reason.

Except rails, NANTE can also provide other steel profiles such as round bar, billet, band steel, etc.

General Drawing or Sketch or Draft Drawing

Mr. Jack

Tel: 86-571-86064988

Contact to this supplier

HANGZHOU ZHEQI CRANES CO.,LTD [China (Mainland)]

Business Type:Manufacturer
City: Hangzhou
Province/State: Zhejiang
Country/Region: China (Mainland)

Item	size mm
Item	b	b1	b2	s	h	h1	h2	R	R1	R2	r	r1	r2
QU70	70	76.5	120	28	120	32.5	24	400	23	38	6	6	1.5
QU80	80	87	130	32	130	35	26	400	26	44	8	6	1.5
QU100	100	108	150	38	150	40	30	450	30	50	8	8	2
QU120	120	129	170	44	170	45	35	500	34	56	8	8	2

Item No.	Cross-sectional area	Theoretical weight	Data reference
			longitudinal distance of center of gravity		moment of inertia		section modulus
			y1	y2	Ix	Iy	w1=	Ix		w2=	Ix		w3=	Iy
			y1	y2	Ix	Iy	w1=	y2		w2=	y2		w3=	b2/2