Suncity Innovations LLP

We understand the importance of quality and ensure sustainable range of products which are acclaimed for their quality and strength. These are highly reliable, advanced and are used on wide market scale. We maintain huge clientele and supply our superlative products for various commercial, general and other industrial requirements. We are the outstanding choice of the market and provide our superlative products with complete quality assurance.

• Tests for Poles: The selection of poles in a lot for testing shall be governed by IS: 2713 – Part. I. The following tests could be conducted on demand, for the finished poles :
• Tensile Test: The tensile test shall be conducted on the poles selected for the test as per IS: 2713.
• Chemical Analysis: The test is to prove that the material, when analysed in accordance with IS: 228 (Part III) – 1972 and IS: 228 ( Part IX) – 1975 does not show sulphur and phosphorous content of more than 0.060 percent each.
• Deflection Test: Each pole shall be rigidly supported for a distance from the butt end equal to the depth to which it is planted in the ground. It shall then be loaded as a cantilever, and the appropriate defection load applied at right angles to the axis of the pole, 30 cm from the top, for poles upto 9 metres long (overall) and 60 cm from the top for poles over 9 meters long (overall). For convenience in testing, the pole may be fixed horizontally and load applied vertically. The temporary deflection due to the applied load at the point of application of load shall not exceed 158.5 mm.
• Permanent Set Test: This test shall be carried out immediately after the deflection test. After applicable of the specified load, the permanent set measured from the zero position after the release of the appropriate applied load, at the point of application of the load, shall not exceed 13 mm.
• Drop Test: This test is exclusively for swaged poles. The poles shall be dropped vertically with butt end (bottom end) downwards, three times in succession from a height of 2 Metre onto a hardwood block 150 mm thick laid on a concrete foundation. The pole shall not show any signs of telescoping or loosening of joints.