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Lateral lifting Clamp (HLC-H)

Reference
HLCxH
Lateral lifting clamp (HLC-H)
  • 2 year warranty
  • The structural parts are Die-forged.
  • Tested at 300% of the rated load
  • Meets ASME B30.20
  • Meets ASME BTH-1 Design Category A
  • Meets ASME BTH-1 Service Class 0

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SUHLC-1H
$0.00

Documentation

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Description

Clamp for lateral (horizontal)lifting of steel plates and structural steels(H , I , T and L shaped steel structures)

  • The spring-loaded tightening lock mechanism assures a positive initial clamping force.
  • The clamping force increases in proportion to the weight of the load.
  • The handle makes it easy and safe to set and detach the clamp onto and from the work piece.
  • The main body is made from the die-forging of special alloy steels in one piece, which is optimally tempered for maximum strength and durability.
  • High-frequency quenching of special alloy steels gives greater durability to the cam.
  • The main body is a baked-on finished.

Usage example

Example of use
Example of use
Example of use
Example of use
Example of use
Example of use
Example of use
 
Models
ModelCapacity (ton)Jaw OpeningNet weight
mm [in]kg [lb]
SUHLC-1H1030 [1.181]5.5 [12.1]
SUHLC-2H2035 [1.378]9.5 [20.9]
SUHLC-3H3040 [1.575]13.5 [29.8]
SUHLC-5H5045 [1.772]23 [50.7]
Dimensions
LATERAL LIFTING CLAMP (HLC-H) - Dimensions
ModelCapacity (ton)Dimensions mm [in]
LL1L2L3L4H (max)H1H2H3DD1TT1T2T3
SUHLC-1H1273
[10.748]
203
[7.992]
143
[5.630]
65
[2.559]
40
[1.575]
246
[9.685]
140
[5.512]
48
[1.890]
32
[1.260]
80
[3.150]
50
[1.969]
104
[4.094]
80
[3.150]
61
[2.402]
16
[0.630]
SUHLC-2H2307
[12.087]
237
[9.331]
162
[6.378]
74
[2.913]
45
[1.772]
292
[11.496]
168
[6.614]
58
[2.283]
37
[1.457]
100
[3.937]
60
[2.362]
104
[4.094]
93
[3.661]
75
[2.953]
18
[0.709]
SUHLC-3H3350
[13.780]
270
[10.63]
181
[7.126]
83
[3.268]
50
[1.969]
337
[13.268]
195
[7.677]
68
[2.677]
42
[1.654]
120
[4.724]
70
[2.756]
118
[4.646]
106
[4.173]
87
[3.425]
20
[0.787]
SUHLC-5H5372
[14.646]
312
[12.283]
212
[8.346]
90
[3.543]
55
[2.165]
388
[15.276]
222
[8.740]
81
[3.189]
47
[1.850]
140
[5.512]
80
[3.150]
112
[4.409]
110.5
[4.350]
103
[4.055]
22
[0.866]

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