HUATA Building Machinery----construction lift,tower crane,building machinery,crane

1.structural diagram and hoisting performance curve

radius
m

2¡«12.24

17.5

22.5

27.5

32.5

38.5

capacity T

2.36

1.96

1.66

1.44

1.26

1.11

0.99

0.89

0.8

0.77

0.7

2.main technical parameter

item		unit	parameter
Metric lifting moment KN.m		KN.M	315
Max. lifting capacity		T	3
Rated lifting capacity in max. working radius		T	0.7
Working radius		M	3~38.5
Hoisting height	Independent	M	27
	Attachment	M	81.9
Hoisting speed	All		2			4
	Hoisting speed	M/min	54	36	8	27	18	4
	Max lifting capacity	T	0.6	1.5	3	1.2	3	3
Slewing speed		R/min	0.48/0.72
Trolley speed		M/min	20/30
Climbing speed		M/min	0.5
Weight	Counter-balance	T	6.6
	Stationary structure	T	17.9
Max. slewing radius		M	39.4
Counter-jib slewing radius		M	8.7
Max. working wind speed		M/s	20
Climbing wind speed		M/s	13
Working environment temperature			-20~+40

3.main parts parameter

item									parameter
Hoisting	Motor	Model							YZTD200L 4/6/24
		Power		Kw					13/11/3.2
		Rotate speed		R/min					1400/930/180
	brake	Model							ZDJ_1-200
		Braking moment				N.m			200
		Hydraulic							YT_1-25
	reducer	Model							JZQ400
		Speed Ratio							i=12.64
	Steel rope								357-12.5
Slewing	Motor	Model							YD132S-6/4
		Power			Kw				3/4
		Rotate speed			R/min				970/1440
	Reducer	Model							XX4-63-180planetary reducer
		Speed Ratio							I=180
	brake								Electromagnetism braking
	Slewing rear bearing								QW1220.32
Trolleying	Motor		Model						YD112M 8/4
			Power				Kw		1.5/2.4
			Turning rate				R/min		700/1410
	Reducer		Model						worm reducer
			Speed Ratio						I=44
	Steel rope								619-6.2
Hydraulic lifting	Motor		Model						Y132S-4 B5
			Power					Kw	5.5
			Turning rate					R/min	1440
	Hydraulic Station		cylinder model						HSGK01-125/90E
			Route of travel					mm	1300
	Discharge of Hydraulic Station							L/min	Q=8.5
	Working Pressure							MPa	16

4.main metal parts list

item	The specification of main material	remark
standard section	Main chord12512510	External dimensions 14001400 total height 2200
jib	Upper chord686	Total 4sections,jib section connected through pin
jib	Lower chord angle iron weld square 63636, 70707	Total 4sections,jib section connected through pin
Tower cap	Main chord u-iron [12	welded by u-iron and steel board
Upper and lower abutment	Main steel board14	welded by steel board
Counter jib	Main chord 10010010	welded by angle iron and expanded metal
frame	Main chord angle iron weld-square [ 8	Space frame structure welded by u-iron and angle iron
Three kinds of underframe	main frame I-bar 1.I25a 2.I20, [180 (3) Main frame u-iron weld-square[16a	(1) welded by angle iron, u-iron and steel board (3) welded by u-iron weld-square
Jib tie bar	40	welded by steel board and round steel