I have been planning improvements to the 80 meter vertical yagi for a long time. Too many higher priority projects have kept it in the background for several years. Also, despite its complexity it has been one of my most reliable antennas. This fall I am taking the first steps to make it better.
I am proceeding in a set of carefully chosen steps. It is critical that after each step that the antenna work; I can't afford to have my best 80 meter antenna offline for long, especially now that the fall contests are rapidly approaching along with low band DX season.
The steps are as follows:
- Install ground anchors to support a taller tower as the driven element and parasitic element support. These are set back further from the existing augur (screw in) anchors in accord with the planned tower's greater height. Since these are separate from the existing system there is no impact on the antenna.
- Replace the radial plates for all 5 elements. My original design is not aging well.
- Replace the parasitic element supports with more robust structures that repel wildlife and permit easy access for maintenance.
- Replace the tower with a taller and stronger one. The intent is to eliminate the tall stinger at the top of the tower and provide robust support for an improved 160 meter mode for this antenna.
- Replace the parasitic sloping T-elements with bent (sort of L-shaped) wire elements. The objective is to increase efficiency by raising the radiation resistance. This is the first step that changes to the electrical design, including the matching networks.
- Add SSB to the yagi. The wiring and control structure has been present from the start but not used. Above 3650 kHz only omni-directional mode is available. There are alternatives I am considering to conveniently switch the yagi's operating range to 3650-3800 kHz with minimal loss of efficiency
- More radials. Combined with step 5, from 0.5 to 1.0 db improvement can be achieved by doubling the radial count. The parasitic elements in particular need help since there are at present only 16 for each of them.
- Improve the antenna's 160 meter mode. I'd like an effective 160 meter antenna available year round. The radials of the shunt-fed tower must be removed during farming season so I miss several months each year, from approximately May through September or October. The base loaded 160 meter mode of the 80 meter antenna is only minimally effective.
When complete, the antenna will be stronger, perform better, and be more useful. Although scrapping it entirely to replace it with a 4-square might be preferred by most, I really like the yagi. It is mechanically simple, takes up less space and is ripe for experimentation. I am willing to cede 1 db so that I can have some fun with this antenna project. If you've read the blog long enough, you'll know that I am more of a builder than a fervent competitor.
The first step is now complete. Steps 2 and 3 are planned for this fall. The 4th step completes the mechanical rebuild, which I might not be able to accomplish this fall. The weather is getting colder, and sub-freezing temperatures will make concrete work difficult. The tower work would also have to be fit in between contest weekends. That's a tall order.
In this article I'll briefly review installation of the new anchors since that may be of interest to those with a similar challenge with small guyed towers. Then I'll address the other problems with the antenna that I hope to fix. Some things you only learn after the antenna has been in place for a few years. I've taken several temporary measures but, well, they're temporary and not good enough for the long haul.
The dead man anchors for this rebuild are identical to one that I've discussed before. There are a few differences. One is that with over 1600 meters of radials it is inevitable that one or more will be encountered when you stick a shovel in the ground. The picture shows one such case. I started digging with a hand trowel, carefully lifting the vegetation layer (it's a hay field) while checking for the presence of radials. Originally laid on the surface, they have become lightly buried over the years. Only one of the 3 holes didn't strike a radial. I worked around them rather than pulling them out of the ground during the work.
The angle and alignment of each anchor is critical to best performance. They are located the usual 80% of the tower height from the tower base and inclined to an angle midway between the two guy stations. For one guy station it should be inclined to point at that guy station.
The angle in my case is 42°. I used an inclinometer to set the angle, approximately before the pour and then exactly after the concrete has been poured and is still wet. There is the possibility of anchor movement even if you're careful pouring the concrete. Don't use a quick setting concrete mix for this job!
The anchor must also point directly at the tower. A string or thin rope is tied to the tower leg that will be guyed and pulled taut to the anchor and a marker behind the anchor. The foreground steel rod was aligned with the bottom of the anchor using a level. It's easier to align the anchor this way than trying to run the string to the bottom of the excavation.
You can see the existing screw (augur) anchor in the background. Notice that it is not quite in the correct position. I hit a rock when auguring it into the ground so I moved it a few inches. Several large rocks were found while digging the hole for the new anchor so I moved it back about 8". Small deviations from perfect anchor placement are allowed but don't use that as an excuse to be sloppy.
A block of wood and metal rods keep the anchor in its aligned position while the concrete cures. They can be removed a day or two later. That is also a good time to back fill the excavation. There isn't a lot of organic soil in this field, which is typical for the local geology. I put the soil and the lower material in separate piles so that while back filling the good soil is put back on top. The lower material displaced by the concrete and no longer needed is dumped elsewhere. Heap the soil high during back filling so that you aren't left with a depression after it settles. You might also want to tamp the material down as you refill the hole
While the concrete cures, let's review the remaining issues and steps that will come later.
There are two problems to be seen in this picture. The first is the preserved wood base. It's showing its age. It is slowly decaying and weeds are growing between the logs and at their edges. Replacement isn't urgent but must be done at some point since it supports the tower. The tower is isolated from ground and because it is not grounded there is no need for a concrete foundation. However, I will put in a 4' × 4' concrete pad when the tower is rebuilt (step 4) to keep the base clean and ease maintenance.
The radial hub is simple and easy to use but has proven not to be reliable. Electrical contact degrades over time for two reasons. One is that the copper oxidizes and the contact to the stainless hose clamp isn't strong enough to keep oxidation out of the contact area.
The second is that the ring is "bumpy" so that a slight bend of a wire or unequal spacing of wires under the clamp causes unequal pressure on the wires. That leads us back to the first point since some of the wires are a little loose and there is no way to clamp them more securely. I've had to clean the wires and re-tighten the ring a few times. The same is true of the 4 parasitic element radial hubs.
All 5 radial hubs will be replaced with sheet aluminum and stainless studs for the radial wire connections. I will do that soon for the driven element (tower base) and later for the parasitic elements when I redo their bases.
The bases of the parasitic elements are all protected as shown at right. It's ugly and makes maintenance difficult. But it's necessary. Deer and even coyotes love to gnaw on the antenna wires, control cables and the PVC enclosures. As currently constructed they are difficult to protect properly.
They will be replaced by wood posts in concrete and a small concrete pad. The PVC enclosures will be mounted on the posts and the antenna wires replaced by aluminum tubes up to at least head height. Those measures and a ring of galvanized mesh around the base will solve all of these problems while leaving the parasitic elements accessible for maintenance.
The tower sections have been stored for the past 3 years. When combined with the two top sections of the existing tower the total height will be over ~62' (~19 meters). It will need only a 2 meter mast to tune the tower to the same value as before, which should allow no change to the existing matching networks at the tower base. I will have two guy stations due to the greater height and a possible 160 meter stinger. The same considerations guided the design of the new guy anchors.
The stinger will no longer be needed. It has proven to be the weakest part of the 80 meter array. A short mast on the tower will be more than strong enough for the wire element support ropes. I will no longer have to be so careful when tensioning the ropes. Now when I periodically need to do that maintenance, the stinger and the insulating support pole above can bend, with the risk of excess stress leading to failure.
As mentioned, the tower will eventually have a stinger that will be used for 160 meters. There are electrical considerations to ensure the stinger doesn't strongly interact during 80 meter use and managing potential high voltages across relay contacts. I have a few alternatives to solve those issues when I am ready to proceed. But for now I intend the tower to be a plug in replacement with no changes to any of the matching networks.
Items 5, 6 and 7 will follow after the major mechanical upgrades are complete. I want to delay changes to the electrical design of the array until the mechanical rebuild is complete. It's a sensible step by step process.
Step 5 is quite simple. All that is required is to change the T-top wire parasitic elements with bent elements in the shape of an open L. Modelling suggests an improvement in efficiency due to the higher radiation resistance of the latter. It comes about because of the acute angle on the lower side of the T which causes field cancellation with the vertical section. Inverted vees with a small interior angle can suffer a similar fate.
The main benefit of the higher radiation resistance is that the series ground loss (radial system and soil) becomes smaller relative to the sum of radiation and loss resistances. Each new parasitic element will be tuned to the same director and reflector self-resonant frequencies as the existing array. It will require experimentation to determine the length of the upper segment of the element. Once the first parasite is tuned the rest should be identical. The length of the vertical segment will remain the same so that I can use the existing element anchors. In any case, geometry (tower height and antenna field perimeter) doesn't allow much variation of the wire angle.
Higher radiation resistance and a lower ground loss by doubling the radials for each parasitic element will change the feed point impedance of the array when used as a yagi. The matching networks will have to be adjusted or replaced. That will be determined by measuring the impedance after the changes are made.
Adding SSB to the yagi can be done with an additional series reactance at the base of each parasitic element. This can be a coil (shorted for the 3650-3800 kHz range) or a capacitor (shorted for the 3500-3650 kHz range). The latter can be more efficient but is perhaps more difficult in practice since suitable capacitors are expensive and unusual to run across at flea markets these days.
I'll close by mentioning the help I receive from a couple of friends. Chris VO2AC/VE3FU transported almost a half ton of concrete mix with his pickup truck. The 30 kg bags are cheap but not easily transported in bulk with a passenger vehicle. Dave VE3KG come by one morning for the mixing and pouring of the concrete for the anchors.
The bags in the picture are what was left over after the anchors were done. It may be enough for the 4 parasitic element bases. More bags will be needed for the tower base. The rebar has tape markings at 8" (20 cm) and 30" (75 cm) for convenient measurement of anchor width, concrete depth and excavation depth.




















