Making a Bigger Solar Farm Today
Ground Truss System
Certified ground system
EzQuikTM ground mounting system is designed by a local engineer. It is consists of two-part, the upper part inherits advantages of the EzQuik™ roofing system but has more flexural stiffness and the fundamental part (bottom part) is a special design which fully compliant with Australian building code and approved by the authorized engineer.
The Truss of Ground System
To improve installation efficiency, the truss has been pre-assembled by the factory. The entire truss system is divided into two parts during transportation. On-site assembly is simple and fast.
Foundations of The System
The truss layout of the EzQuik™ grounding system has three kinds of foundation, Ground Foot (GPSF), Post Anchor (GPSA), and Screw Pile (GPSP), which are available to select the appropriate one depending on site conditions.
Ground foot (GPSF)
Use GPSF footing requires the installation site to have a certain thickness of concrete foundation and ensure that all pre-installed GPSF foundations are at the same horizontal level.
Post Anchor (GPSA)
There are no site requirements needed for GPSA footing. Install this system requires on-site digging and filling in concrete. This is similar to the post-installation of the garden fence.
Screw Pile (GPSP)
For large-scale construction projects, the use of a screw pile as the foundation would be a good solution. Because setting up a screw pile requires specialized construction equipment, the screw pile footing is more suitable for large-scale construction projects.
If a screw pile is used as the foundation, each project must be individually certified. This is because the geological conditions of different sites are different.
About Concrete Foundation
|Wind Zone||Region A (mm)||Region B (mm)||Region C||Region D|
|Wind Speed Vp (m/s)||41||48||59||73|
|Foundation Size (Front)||300x300x300||300x300x300||300x300x300||300x300x300|
|Foundation Size (Rear)||650x650x650||700x700x700||700x700x700||700x700x800|
|Concrete Volume (Front)||0.027 m3||0.027 m3||0.027 m3||0.027 m3|
|Concrete Volume (Rear)||0.270 m3||0.343 m3||0.355 m3||0.389 m3|
The Spacing for Ground Truss
|Wind Zone||Region A & B (mm)||Region C & D (mm)|
|Spacing of Truss||1900||1050|