TUBECLAMPS - Fittings and clamps of the brand tubeclamps.

Fittings of the brand TUBECLAMPS

Thanks to our TUBECLAMPS tubular fittings, easily create temporary or permanent constructions ultra solid. Each piece can support an axial load of 700kg with locking screw*, for a tight screw with a torque of 40Nm (obtained with a ratchet). Fittings are made from iron (BS EN 1562:1997), hot-dipped galvanised (BS EN ISO 1461:2009) with a zinc coating ( single corrosion protection ). Fittings are TUV approved, delivered fast to all Europe countries at the best prices.




Tubeclamps brand :
  1. Iron clamp fittings (BS EN 1562).
  2. Hot-dipped galvanised protection (BS EN ISO 1461).
  3. Zinc coating : Corrosion protection.
  4. Screw protection : Hardened coating against corrosion.
  5. 26,9mm, 33,7mm, 42,4mm, 48,3mm, 60,3mm.
  6. Axial load with stop screw : 700kg / 40Nm*.
  7. Possibility of powder coated fittings.
  8. DDA compliant handrail range : Yes.
  9. Fittings are TUV approved.
  10. Connection thickness : 4.5 - 5.5mm.
  11. Production time : 3/4 days.
  12. Fast delivery : (48/72H)
  13. Garantie raccord 5 ans.
  14. Sold individually : No

Tables of horizontal load capacities (beam loads) :
Table of horizontal load capacities tested on 2 galvanized steel tubes BS EN 1387 (tube diameter defined in the table) with the fittings TUBECLAMPS. Values are in kg. The table of theoretical loads is only given as an indication for the loads that can be applied to the tubular uprights, which is normally the limiting factor in the design of the handrail. Table 1 shows an indication only of the uniformly distributed safe load that may be applied to a shelf consisting of BS1387 heavy weight front and back tubes forming continuous beam.
Minimum safety ratio 3:1.
Suitable precautions against set screw slippage must be made when the load applied to a single Tubeclamps fitting exceeds 240kg, assuming set screws are tightened to 40 Nm torque.

Shelving and structures in general can be built using the various tubular fittings. Care must be taken to ensure that the size and diameter of the chosen tube is adequate for the intended loads. To help select the right tube, Table 1 provides the evenly distributed loads that can be supported between vertical posts, assuming the load is supported by two horizontal tubes. These loads are calculated according to the maximum bending movement of the tube.

Warning : When designing structures, care must be taken that the load on each grub screw does not exceed 500 kg.


Span
26.9mm (2.6mm)
33.7mm (3.2mm)
42.4mm (3.2mm)
48.3mm (3.2mm)
60.3mm (3.6mm)
0.5 m
540 kg
1060 kg
1750 kg
2380 kg
4000 kg
0.6 m
436 kg
850 kg
1407 kg
1870 kg
3250 kg
0.7 m
375 kg
730 kg
1207 kg
1595 kg
2760 kg
0.8 m
330 kg
645 kg
1063 kg
1385 kg
2420 kg
0.9 m
295 kg
579 kg
946 kg
1230 kg
2160 kg
1.0 m
265 kg
525 kg
850 kg
1110 kg
1950 kg
1.1 m
240 kg
478 kg
770 kg
1013 kg
1775 kg
1.2 m
219 kg
438 kg
705 kg
930 kg
1625 kg
1.3 m
202 kg
403 kg
651 kg
858 kg
1497 kg
1.4 m
187 kg
373 kg
604 kg
796 kg
1387 kg
1.5 m
176 kg
347 kg
564 kg
741 kg
1290 kg
1.6 m

325 kg
529 kg
693 kg
1205 kg
1.7 m

306 kg
499 kg
650 kg
1129 kg
1.8 m

290 kg
472 kg
613 kg
1061 kg
1.9 m

277 kg
448 kg
581 kg
999 kg
2.0 m

268 kg
427 kg
553 kg
987 kg
2.1 m


408 kg
528 kg
944 kg
2.2 m


391 kg
505 kg
855 kg
2.3 m


376 kg
485 kg
818 kg
2.4 m


362 kg
467 kg
785 kg
2.5 m


349 kg
450 kg
755 kg
2.6 m



434 kg
728 kg
2.7 m



419 kg
703 kg
2.8 m



405 kg
680 kg
2.9 m




659 kg
3.0 m




639 kg
3.1 m




620 kg
3.2 m




603 kg
3.3 m




588 kg
3.4 m




575 kg
3.5 m




564 kg


Tables of vertical load capacities (upright loads) :
Table of vertical load capacities tested on 1 galvanized steel tube BS EN 1387 (tube diameter defined in the table) with the fittings TUBECLAMPS. Values are in kg. The following table shows the load capacities on a vertical tube with variable length. Values are based on compression force and buckling load of hollow tubes.
The table of theoretical loads is only given as an indication for the loads that can be applied to the tubular uprights, which is normally the limiting factor in the design of the handrail. Table 2 shows and indication only of the safe vertical load that may be applied to a single BS1387 heavy weight tube over the unsupported length shown when used as an upright with an un-fixed base.
Safety ratio 2:1.

Length tube
26.9mm (2.6mm)
33.7mm (3.2mm)
42.4mm (3.2mm)
48.3mm (3.2mm)
60.3mm (3.6mm)
0.3 m
1720 kg
2950 kg
4038 kg
4783 kg
7044 kg
0.4 m
1435 kg
2617 kg
3703 kg
4448 kg
6661 kg
0.5 m
1150 kg
2284 kg
3368 kg
4109 kg
6278 kg
0.6 m
910 kg
1951 kg
3033 kg
3772 kg
5895 kg
0.7 m
725 kg
1618 kg
2890 kg
3435 kg
5512 kg
0.8 m
590 kg
1348 kg
2363 kg
3098 kg
5129 kg
0.9 m
480 kg
1128 kg
2028 kg
2761 kg
4748 kg
1.0 m

948 kg
1752 kg
2424 kg
4363 kg
1.1 m

798 kg
1524 kg
2134 kg
3980 kg
1.2 m


1340 kg
1884 kg
3597 kg
1.3 m


1188 kg
1668 kg
3253 kg
1.4 m


1066 kg
1484 kg
2951 kg
1.5 m



1328 kg
2681 kg
1.6 m




2441 kg
1.7 m




2228 kg
1.8 m




2032 kg
1.9 m




1875 kg
2.0 m




1697 kg


* The theoretical loads of the various tubular connections are only given as an indication. Care must be taken to ensure that the size and diameter of the fitting chosen is adequate for the intended loads.
** The spacing distances between two vertical tubes are given for information only. Care must be taken to ensure that the size and diameter of the chosen tube is adequate for the intended loads.
*** Thank you for referring to the paragraph 1.20 - RESPONSIBILITY AND OBLIGATION in our sales conditions.

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