CAD182T
New member
- May 24, 2016
- 8
Good evening all,
I have a requirement to install a low profile antenna to a pressurised CS23 aircraft. I have designed many small low profile antenna installations and a few blade types and have always been able to utilise internal doublers.
The situation I have now is that the antenna footprint is relatively large with respect to the bays formed by the frames and stringers on this aircraft and such the connector and mounting screw penetration holes are not contained within a single bay.
The antenna is approximately 18” long x 7.75” wide. The penetrations themselves are nothing out of the ordinary with 2 TNC size penetrations approximately central and 4 off ¼” screw holes spaced out to suit the footprint. The pattern of these required holes with respect to the frames and stringers makes the use of a single internal doubler impractical. The use of multiple internal doublers is also complicated as again it is impractical to accommodate double rivet rows with satisfactory spacings and edge distances, and doesn’t seem like the right way to go in my opinion.
My attention is now turned to the use of an external doubler which would allow restoration of all penetrations in one continuous doubler. This is the first time I have had to consider the use of an external doubler and such would like to ask for a second opinion on its implementation.
The antenna would be seated on top of this external doubler, meaning that the ruling dimensions are driven by the overall antenna footprint which such introduces much more material than is needed to restore the cross section removed by the skin holes. When matching typical rivet spacing in this area (cabin roof) around the perimeter of the doubler the amount of rivets required gets quite high, in the order of 100 or so when 2 rows are employed, and that is not counting field rivets. To me this seems disproportionate compared to the actual strength removed from the skin by holes required for the antenna.
My second concern is that the doubler will then be covering a length of the centreline stringer and a width of frame. The rivets used in this area are 1/8th countersunk. In the aircraft SRM pertaining to patch repairs there isn’t any guidance on whether to cover these existing rivets or to pick them up through the doubler. To pick them up through the doubler would then require the use of an aluminium countersink filler piece or compound to fill the void left by the removed head. I have read about this but never had to specify it myself.
My concern is the inspectability of the existing rivet holes covered by the doubler as if they are picked up the skin still remains critical below or if they are covered they cannot be readily inspected from the inside or outside.
On observation of photos of special role fit versions of this type installing interesting antennas they almost always utilise an external doubler, but I have no data on actually how these are implemented.
In summary I would be most grateful for a second opinion on the following:
• The external doubler and riveting required becomes much larger than it needs to be restore the holes made in the skin, simply due to being driven by the footprint of the antenna. Should I follow standard rivet spacing guidelines driven by the geometry instead of the structural capacity requirements (which will be greatly exceeded)? I am concerned over making the reinforcement too hard and risking a low fatigue life.
• Picking up or covering existing countersunk rivets. If picking up what is the recommended best practice for filling the original countersinks?
• Can anyone advise any guidance material or reference installations for good practice when working with external doublers?
Thank you for your time,
I have a requirement to install a low profile antenna to a pressurised CS23 aircraft. I have designed many small low profile antenna installations and a few blade types and have always been able to utilise internal doublers.
The situation I have now is that the antenna footprint is relatively large with respect to the bays formed by the frames and stringers on this aircraft and such the connector and mounting screw penetration holes are not contained within a single bay.
The antenna is approximately 18” long x 7.75” wide. The penetrations themselves are nothing out of the ordinary with 2 TNC size penetrations approximately central and 4 off ¼” screw holes spaced out to suit the footprint. The pattern of these required holes with respect to the frames and stringers makes the use of a single internal doubler impractical. The use of multiple internal doublers is also complicated as again it is impractical to accommodate double rivet rows with satisfactory spacings and edge distances, and doesn’t seem like the right way to go in my opinion.
My attention is now turned to the use of an external doubler which would allow restoration of all penetrations in one continuous doubler. This is the first time I have had to consider the use of an external doubler and such would like to ask for a second opinion on its implementation.
The antenna would be seated on top of this external doubler, meaning that the ruling dimensions are driven by the overall antenna footprint which such introduces much more material than is needed to restore the cross section removed by the skin holes. When matching typical rivet spacing in this area (cabin roof) around the perimeter of the doubler the amount of rivets required gets quite high, in the order of 100 or so when 2 rows are employed, and that is not counting field rivets. To me this seems disproportionate compared to the actual strength removed from the skin by holes required for the antenna.
My second concern is that the doubler will then be covering a length of the centreline stringer and a width of frame. The rivets used in this area are 1/8th countersunk. In the aircraft SRM pertaining to patch repairs there isn’t any guidance on whether to cover these existing rivets or to pick them up through the doubler. To pick them up through the doubler would then require the use of an aluminium countersink filler piece or compound to fill the void left by the removed head. I have read about this but never had to specify it myself.
My concern is the inspectability of the existing rivet holes covered by the doubler as if they are picked up the skin still remains critical below or if they are covered they cannot be readily inspected from the inside or outside.
On observation of photos of special role fit versions of this type installing interesting antennas they almost always utilise an external doubler, but I have no data on actually how these are implemented.
In summary I would be most grateful for a second opinion on the following:
• The external doubler and riveting required becomes much larger than it needs to be restore the holes made in the skin, simply due to being driven by the footprint of the antenna. Should I follow standard rivet spacing guidelines driven by the geometry instead of the structural capacity requirements (which will be greatly exceeded)? I am concerned over making the reinforcement too hard and risking a low fatigue life.
• Picking up or covering existing countersunk rivets. If picking up what is the recommended best practice for filling the original countersinks?
• Can anyone advise any guidance material or reference installations for good practice when working with external doublers?
Thank you for your time,