3D Printed Casting “Mock Ups”

I’ve been busy 3D printing lately. So busy I’ve gone through nearly eight 1Kg spools of filament so far. That’s almost twenty pounds of plastic and I’m not finished yet! Why so much? Well, that’s a bit of a story, but I’ll try to keep it brief.

I’ve been struggling with optimizing the casting process, or rather, processes. Roadbed bricks. Buildings. Infrastructure, like retaining walls and culverts and such. You name it. I’m struggling with it, and how to marry the castings with pouring concrete using the castings as forms for the concrete.

It’s difficult to visualize how all the parts need to come together to make one final piece. How do all the puzzle pieces fit together? How to hold the castings in place? How much concrete and where? A lot of questions with no answers, even with many design drawings to help.

Lone Passenger Car Testing Mock Up
Lone Passenger Car Testing Mock Up

The photo shows the initial mock up for the culverts and retaining wall of the station siding along the patio. That passenger car looks mighty lonely sitting there all by itself. Why so much mockup? I’ll blame learning curve for that. Learning from the mistakes of the initial design, and iterations that followed, to reach the final design… For the mockup.

And that’s just the tangent (straight) part. The curved portions require their own designs, and one for every different curvature! While one design is printing behind me, I’m sitting at the computer working on the next design element, be it a different part or an iteration of an existing one.

The work bench is littered with inadequate parts from failed designs. Stacks of parts yet to be assembled await the remaining pieces necessary to put the next 8″ unit together. Be it tangent or curved, each unit is based on an 8″ length.

Pieces Parts Awaiting Assembly
Pieces Parts Awaiting Assembly

Design Constraints

Why 8″ and not some other length? There are two main reasons why that size was chosen. The first was a matter of print volume. The old 3D printer’s bed is roughly 8½” x 8½”, capable of printing to a height of a little over 9″. All my original designs had to fit within those limits.

The new 3D printer has a print volume of 12″ x 12″ x 15″, so my later designs don’t have that constraint, except for the second reason. The sectional curved track requires a certain number of sections to complete a circle. The smaller the diameter, the larger the track section can be, requiring fewer sections to make a circle.

For example, the 10′ diameter sections are roughly 32″ long, and require only 12 to complete a circle. By contrast, the 20′ diameter sections are nearly 48″ long, and require 16 to make up a circle. So here’s some math for you. What’s the lowest common denominator for those two sizes? That’s right, you guessed it, an 8″ length!

Design Constraints Made Easy
Design Constraints Made Easy

The next choice in the design may not seem so obvious, but it’s time to select the angle occupied by each roughly 8″ section. In the case of the above design capture, it takes three 10′ diameter curve sections to create that 90° arc. It takes four of those 8″ units for each curve section, by three sections, for a total of twelve segments. Each sweeps a 7.5° angle.

While the wood stringers and other structures made up of thin, “laminated” strips may be formed into continuous curves, we don’t have that luxury when it comes to concrete. Granted, continuous monolithic slabs can be formed.

But when multiple, separately cast parts are involved, not so much. The design has to be segmented to allow for many individual parts to be cast independent of one another. And at different times. These cast wall parts are made in assembly line fashion, one or two at a time.

Design Decisions

The whole point of 3D printing these mockups is to better visualize the overall casting approach. Let’s take a closer look at what we’re dealing with. Near the center and moving to the right are the casting molds for a cut stone retaining wall and 8′ diameter arch culvert. Note those additional pieces on either end.

Developing Casting Sequence of Events
Developing Casting Sequence of Events

These pieces can be fitted as necessary to create 7″, 7½”, and 8″ long castings, roughly ¼” thick, made using concrete patch. This is very similar to the process used to cast the Downtown Marketplace building faces. Those older castings were made using a brick pattern sheet and crude foam blocks. But that’s another story…

Another piece is precision fit to the arch of the culvert section, knowing the difficulty of slicing a piece of foam to fit that opening. The piece on the very right is meant to cast the “pillars” used to disguise the joints between each of the wall or culvert sections.

The top left portion shows how the various parts, including the casting mockups from the bottom half, fit together. This helps to visualize developing a plan around pouring concrete, the external mold parts, and the steps involved.

It doesn’t reveal all the pitfalls that await, like how to form that depression for the track or how to form the pillar in place over the joints, but it will help to reduce the number of avoidable mistakes before they become mistakes.

Discoveries

That’s not to say I’ll find every problem by constructing these mockups, but it sure does help to get “hands on” experience with parts before the first casting is created. It’s too late to find out the track won’t fit in the casting or the passenger car steps will hang up on the pillar capstones once the concrete’s already set.

Bachmann Passenger Car Test Fit
Bachmann Passenger Car Test Fit

I’ve already found that the track won’t fit the curved mockup, we’ll call it a “track trough”, so the design needed modification. Even then it’s a tight fit, but hopefully that will help hold the track from going places, especially with the pups pounding on it.

And while the Bachmann passenger car steps clear the capstones with no problem, I have yet to try it with the new USA Trains heavyweight passenger cars that are nearly twice as long. At almost three feet long, it will require two of those 32″ sections to accommodate testing even one car.

I suppose with a little “modification”, those early sections already assembled with the faulty “track troughs” could be reworked to allow the track to fit. The original straight section was divided into two straight segments at half the angle each.

In other words, if that design drawing above had 24 segments instead of 12, and each 8″ unit included two segments rather than one. Looking ahead at the next steps is much easier with mockups in hand.

Next Steps

Speaking of next steps, what are they? Now that mockups can be made in assembly line fashion, it’s time to address how things need to come together to produce the desired outcome, a more or less permanent concrete fixture.

First is to define the process, from start to finish, and the steps involved. This includes what forms and external rigging are needed, along with an estimate of the amount of concrete needed, optimizing for 60# or 80# bags if possible. Of ultimate importance is how to keep it puppy proof while curing.

Once the process is defined, it’s time to test how well it works, making changes as needed. But even then, many questions remain. This will most likely be an iterative process, experimenting with different approaches before deciding on the final definition.

  • Will the new, “wetter” mix allow the track relief to be worked in place?
    • If so, will a mold need left in place (to overcome slump)?
    • If not, will it take a roadbed brick equivalent to be laid on top of the fresh pour?
  • Will each 8″ unit need to be poured solid or can it be made hollow, like a concrete block?
    • If solid, how to allow for segments and/or expansion joints?
    • If hollow, could a sacrificial 3D printed insert be used and left in place if necessary? How will that affect simple footing?
  • Will the retaining wall and culvert castings require a dedicated footing? The designs simply use a block of wood in place of a footing currently.
    • No dedicated footing – Simple formed and allowed to run out the bottom as one monolithic pour.
    • Dedicated footing – Needs to be poured first then built upon.
  • Determine how capstones work. Cast as separate piece and placed atop the pour?
  • Modify designs for “staircasing”, i.e. gradually build altitude above terrain or lose it as terrain rises.
  • Measure and record terrain height map. See if it can be imported into SketchUp.
    • What format for import?

And honestly, some of the next steps have nothing to do with mockups, or even casting at all. It’s been a balancing act between work, home improvement, and making progress toward these Barkyard goals. There’s always something else that needs done first!

Excuses, Excuses!

Work has been absolutely brutal lately, busier than it’s been since I started there more than two years ago. As for home improvement, let’s just say it’s not our goals, it’s our individual goals combined. Ann wanted the raised bed planters along the fence by the driveway removed.

I wanted to get all these 3D printed mockups and jigs complete enough to get the assembly line started, saving all that hard work of removing the planters until Fall when the weather finally cools down from the “feels like 107°” by eleven o’clock in the morning, already here at the start of Summer.

Ann removed one of the planters and even transplanted the ponytail palm herself. She did not ask for, nor want my help. Unfortunately, that left me with bent screws and the aftermath of just ripping everything loose. Not wanting to sound like sour grapes, but not the kind of work I prefer doing in the Barkyard either.

That left behind a large area of dirt in need of turf. I’ve had a 7′ x 13′ roll waiting for placement elsewhere that got “requisitioned” for this task. The hardest part was getting that old chunk of turf out of the way, now full of dirt, and twice as heavy.

Always Something Else That Needs Done First

That revealed the ragged, rotten bottom edge of the 6′ tall fence panels we put up not even five years ago. Add to that one of the 4×4 posts is rotted out right at the ground, allowing the fence to sway with the breeze, and it’s time to replace that fence before it blows over.

And while replacing the fence doesn’t necessarily mean the other raised bed planter has to go, it does mean the dirt has to go somewhere while the fence panel gets replaced. The fence used to be only 4′ tall, but was replaced with 6′ tall fence to keep Brigel from jumping over it and chasing the neighbor’s cats into their yard.

Now that Brigel has crossed the Rainbow Bridge and the neighbor cats are seldom out during the day, we’d like to go back to the 4′ fence.  Well, guess what Lowe’s no longer carries in stock and must be special ordered and delivered, to the tune of an added $75? All for three fence panels!

Plan “B”

Time for plan B. B, as in cut off the rotted Bottoms of the 6′ panels to make them 4′ panels! I got set up with the makeshift bench on saw horses, ready to make the cuts and coat them with wood preservative, while Ann and Nick handled wrangling the panels and posts.

We got ahead of ourselves on the first panel. It went up before I could cut the post down. Try as I may, I couldn’t get a clean cut, even with Nick removing the panel out of the way. It wasn’t certain that the rotted post was rotted off until the last screw holding the panel to it came out and the post toppled over.

Nick was able to fish the rest of the old post out of the ground. What was left of the post was just tall enough to go back in the same hole, once I gave the bottom a coat of preservative that is. Cutting those last two panels went quickly, but Nick was having a time of it, getting those two gate posts separated.

That gave me time to cut the gate down as well. One of the gate posts needed cut to length, and both needed a coat of preservative before they went back in the ground. Things kind of went downhill from there.

All Downhill

The drill bit broke off when it hit a screw in the post while Nick was making a pilot hole for the new hinge location. That meant even more work as the entire hinge needed relocated on the gate to avoid the bit still stuck in the post. Then one of the carriage bolt’s threads were stripped when it hit another screw in the post.

But even with all the trouble at the end, we managed to knock it out in just two and a half hours! The only things that remains is installing a new gate latch. I mentioned I may have one in the garage we could use, but Ann was having none of that. She’ll go pick one out tomorrow.

Tomorrow came and Ann went to Lowe’s, only to be disappointed they didn’t have the latch she wanted. Turns out I had the exact slide bolt latch she wanted sitting right there in the bottom drawer of the desk in the garage the night before. Oh well, all’s well that ends well.

If you thought that was the last of the distractions, the relentless things that needs done first, think again. Ann decided to remove the other planter and transplant the other ponytail palm a bit further away from the fence.

Then came the inevitable new turf to replace the old, now inadequate to cover the area required of it. The new roll is sitting outside the fence, waiting on me to cut up the old piece into strips more easily handled than the entire chunk all at once.

But wait, there’s more!

The split unit A/C in the garage decided it was going to flood the shelves, workbench, and table saw beneath it when the condensate line clogged up. I had just spent the last few weekends getting things squared away enough to start using the casting and trestle workbenches again.

Nope. Not this weekend. Now I get to move everything out of the way, everything I just moved out of the way of the casting bench by putting it away! And now I get to climb up and down a ladder with my bum knee just to get thing apart enough to work on it.

In the end the fix was to vacuum out the clog in the drain line. Sounds easy enough, but when the vacuum is on the other side of everything that had to be moved out of the way, now in the way of getting the vacuum out… Can’t win for losing sometimes.

The good news is everything is put back together and working again, without flooding the garage. Again, not so much sour grapes as comic relief for others. Life is what happens when you’re busy making other plans indeed!

It’s easy to see why it takes me so long to get anything accomplished on the Barkyard.

Other 3D Printing

And the 3D printing hasn’t stopped with casting mockups. I’ve even designed multiple trestle jigs for assembling the massive curved trestle from the deck to the new bridges and beyond.

Beyond that, it’s time to do something with that PET-G I’ve had for over a year now. Everything I’ve printed so far has been PLA. I bought so much PLA, and in so many different colors, that I didn’t notice my favorite maker, 3D Solutech, went out of business!

They are the only filament manufacturer I’d found that had such a wide variety of color selections. All the other have red, green, blue, black, white, gray, and that’s about it. Maybe yellow and orange. None of them have denim blue or steel blue or wheat or even brown for that matter.

Thankfully, white and gray will do for now, and I have plenty of it. At least another 8Kg anyway.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A New Trestle From The Deck

We recently raised up the deck by an extra 3½” with the thought of placing new bridges high enough off the ground so the dogs can safely navigate beneath them, without hurting them or themselves. The next step is to raise up the track to match the new deck and bridge height. The problem is the wooden stringers. You guessed it, they’re rotted.

The wooden stringers were a means to an end, and that end was to run trains. Needless to say it’s impossible to run trains when there’s no track to run on. The track is, well, was secured to the stringers every 8″. But not anymore… With two dogs we could barely keep ahead of them and the maintenance. With three it’s a losing battle.

It’s hard to describe how much destruction the pups have caused to the Barkyard Railroad. Imagine most of the track on the ground from the bridges to downtown missing, parts and stretches ripped loose and removed a little at a time, until there’s no track left. Nothing left but the stringers, if they hadn’t already rotted away that is.

A New Approach

It’s obvious that the previous track arrangement no longer fits our needs. We need a new approach. While the roadbed brick production is ramping up to remedy the situation, we still can’t keep up with the destruction of the track on the ground.

Even so, the roadbed bricks can’t address the elevated stretches of track and stringers that need attention. The plan has always been to replace certain elevated stretches with trestles. The time has come. The old infrastructure allowed us to run trains until it didn’t. No regrets.

Soon to be Trestle
Soon to be Trestle

We’re no strangers to scratch building trestles. At least not the straight kind. We even scratch built a four foot long Howe truss bridge. It used to stretch across a pond with a waterfall. But like everything else, it didn’t hold up to the dogs or time.

The new part to all of this is the curved aspect. All the jigs and such we made way back when only deal with straight (tangent) sections. If you’d like to know more about the history of the railroad, you can refer to the Bit of History section below.

This trestle from the deck will have both 14′ and 20′ diameter curved sections, along with the tangent sections. So far there’s a design for the 14′ diameter sections, already 3D printed and ready for testing.

There’s added complexity in addition to the curvature. The trestle has to rise at more than a 2% grade, a full 6″ over 23′ of track. From 18″ at the deck to 24″ at the bridge. Previously the ruling grade was kept to 1%, but that’s out the window with the triple decker (re)arrangement of the upper loop.

Trestle Bents With 14' Curve Jig
Trestle Bents With 14′ Curve Jig (Shown in White)

The Particulars

To put things in perspective, each bent must rise above the previous by 3⁄16″, and each bent is about 8″ from the last, for roughly a 2.34% grade. For the 14′ diameter curves there are four bents per track section, 16 per circle, roughly 32″ long and 22.5° per section.

By the time the fifth bent is reached, the track has climbed ¾” from the start. The plan is to make the bents for each section all the same height, and account for the rise by increasing the height of the footings, to be cast of concrete. Each footing will be roughly 2″ x 2″ x 16″ long, adding 3⁄16″ with each successive footing.

The footings are reset to 2″ when the next track section is reached, again grown by 3⁄16″, and height of the bents for that next section increased by ¾”. The photo doesn’t do a very good job of showing it, but there are six 14′ diameter track sections, then a 20′ diameter track section, followed by a 3′ tangent section.

But that’s a lot of talk with no pictures to show what we’re talking about.

Arrangement of Increasingly Taller Footings with Single Height Bents
Arrangement of Increasingly Taller Footings with Single Height Bents

The previous bridge approach trestles sat loosely on concrete block “caps”, roughly 2″x8″x16″, placed together and leveled. Nothing attached the approach trestles to the block caps. They were free to be repositioned every time the dogs smacked into them.

And smack into them they did! I don’t know how many times I would find the approach trestles upended or cocked at an angle, with the track and the bridges on the ground. We’re hoping to anchor the bents to the footings this time around to at least slow down the “remodeling”, pun intended.

New Needs Means New Jigs

So far only the jigs for the 14′ diameter curves are reality. The design for the 20′ diameter section along with the tangent section will begin soon. The design is made up of a number of identical parts with a handful of unique parts to address the areas where specific size and shape is necessary.

The trestle jig parts either press fit or snap together. The only gluing required is to attach the progressively taller adapters to the standard bases. This is only necessary to allow 3D printing of all the parts without needing supports.

The standard base cradles the bottom of the trestle bent in a 3⁄16″ deep notch. Because the base is only 8″ wide and a standard 20″ tall bent is nearly 16″ wide at its base, the jig has index marks to align with the bent’s center leg.

Each standard base has two legs designed to press fit into the next. Each base is at an angle to the next. Each successive base is 3⁄16″ taller than the last, hence the glued on adapters. The first base has no legs and needs no adapter.

Testing 14' Diameter Curved Trestle Jig
Testing 14′ Diameter Curved Trestle Jig

The design provides alignment for five trestle bents and stretches over 32″. Next are the cross arms that hold the bents vertical. There are two sets of cross arms, one set for the inner curve, and one set for the outer.

Each set has its own inside and outside components that snap together in the middle. These cross arm assemblies then snap onto the legs that connect the standard bases together. The arms have a block, a peg of sorts, that fits in the ½” gap in the horizontal members of the bent section.

Of course, now that I’ve 3D printed an entire set, it occurs to me that this will only work for those bents that have a complete section at the bottom! DUH! But this is why we mock up the models and test fit. Back to the drawing board!

This further reinforces the shortcomings of trying to consider everything from just the drawing board. My need to have hands on pieces to manipulate and consider other options that never would have come to mind is the reason why we’re testing the designs before committing to them.

Close Up of Base and Cross Arm Interaction
Close Up of Base and Cross Arm Interaction

Model vs. Prototype Considerations

There are many more considerations, like limitations of models as compared with the real thing. For the sake of this discussion, it’s not limited to just modelling, but modelling a prototypical railroad.

Curves

As with any model railroad, some “allowances” are made for the model compared to prototypical practices. The best example is that of curvature. Most model curves are far tighter than anything in the real world. Prototypical curves are far straighter than anything we have the space to model.

Track also doesn’t just change dramatically from tangent (straight) to curved. The use of easement curves on the prototype helps ease the train into the curve without abruptly slamming everything into a corner. Think of a spiral that goes from nearly straight to tighter and tighter curves.

Our tightest curves are ten feet in diameter, huge compared to the toy like four foot diameter curves. Even so, 10′ diameter curves are really beyond anything seen on the prototype, including the tightest industrial sidings and spurs.

Those 10′ diameter curves are only used where space is at a premium on our pike, like the station spur and the tight fit of the mainline behind the shed. Everywhere else, we simulate an easement by starting with a 20′ diameter curve leading into the 14′ diameter sections.

That doesn’t help much when they’re all 20′ diameter sections though. Other parts of the layout are “flex track” which allows us to bend it to any curvature. Here we’re able to ease in to the curve by slowly increasing the force when using the rail bender, creating a more gradual curve.

Trestles

So why all this talk about curves? Beyond the modelling consequences related to track alone, it also influences modelling the structures that support and convey the track off the ground. In this case, trestles. And because the curves are tighter than on the prototype, allowances must be made for those structures too.

The way the prototype did things, each bent grew from the top down, growing the length of the legs as necessary. This leads to sections of standard height, with only the lowest portion varying from one bent to the next. We chose scale twenty foot section heights, or 10″ each at 1:24 (half dollhouse) scale.

The key take away from this is everything is designed from the track level down when it comes to a trestle, each section depending on the one below it, in a standardized fashion. The reason for this top down design is to ensure the stringers are directly supported by each bent without the need for shimming.

The rail stringers are perched atop the bents directly because the bents are built exactly as tall as required. Shims would diminish the strength and stability of the structure. These stringers are made up of staggered members, whose lengths span three bents, landing on the two outside bents in a joint.

This is to ensure there is at least one solid member at every joint atop a bent, and bolted together, again to increase strength and rigidity. There’s a stringer beneath each rail, generally with three individual members to provide redundancy for failure of any one of them, and each spaced apart to provide an air space so water is not trapped between them.

Making Allowances

So why does that matter to us? It all goes back to the discussion about curves and the allowances we need to make in our models. That staggering works great for tangent track, but not so much for curved track on our model. The prototype spacing between stringer members is around 3″. That’s 1⁄8″ in scale.

Unfortunately, the spacing between the members on the curved sections far exceeds 1⁄8″! At scale, each 8″x18″ member is roughly 5⁄16″ x ¾”. Over the 32′ length, a scale 16″, the overlap would be more than ¾”. That’s more than double the scale 5⁄16″ thickness of each member!

That means the stringer members can only span between bents without a noticeable deformation that would look totally out of scale. Of course, the shorter than prototypical member length will also be noticeable, but not as much so once the tie strips are in place.

Generally the prototype used longer ties to provide a walkway of sorts on at least one side of the track. These longer ties, bridge ties, are also more closely spaced on a bridge or a trestle. That along with a railing made it much safer to walk along the track that high off the ground.

Back in the days of steam, red hot cinders could fall from the ash pan onto the trestle timbers and set them on fire. A fire barrel filled with water or sand was placed every so often along the walkway, on even longer ties so as not to block the walkway, to provide a ready means to extinguish a fire.

Model track comes with one option, standard length ties. For that reason, a slide for the table saw was created that allows notching wooden “guard rails” to fit over the ends of the wooden bridge ties to be assembled into 8″ tie strips, long enough to span between two bents.

Unfortunately, that only works for tangent track sections. It would need reworked to accommodate curved sections if not totally remade just for curves. In this case, I was overly obsessed with true to prototype realism in my modelling.

That’s a holdover from my HO scale days where anything that’s out of scale stands out like a sore thumb, making everything look toy like. It definitely kills the illusion of realism. In the case of the notched tie strip guard rails, not all railroads notch them.

For the sake of simplicity and rapid production, the Barkyard Railroad will no longer notch its guard rails.

 

A Bit of History

Back when we first moved here to Mount Dora in 2014, we had to tear up all the track we had laid at the old house in Wekiva. There were plenty of projects that took priority over getting the railroad out of mothballs and back up and running. Slowly but surely we renovated pretty much the entire house.

One of the earlier renovations was the garage. With just two stripes of concrete and a dirt floor, it was a carriage house in every sense of the word, complete with carriage doors. You guessed it, they were rotted and needed totally replaced.

But first we had to do something about that dirt floor. It was like silt, a very fine mix of dirt and sand, stirred up into a cloud at the least provocation, sticking to our legs, ankles, and feet. Better plan on taking a shower if working in the garage.

Adding a Floor to the Carriage House
Adding a Floor to the Carriage House

Nick helped us install a plywood floor over the dirt, using the foundation blocks and concrete stripes to support a 2×4 framework covered with ¾” tongue and groove plywood. Benches soon followed along with a new table saw.

About that time we had to replace the dilapidated fence between us and our neighbor to the west. Most of the fence panels were rotted away to nothing, but some of the wood that still had some life left in it was saved as raw material for building trestle bents.

Early Trials

It was a brave new world learning to use the new table saw and fashioning a crude template to hold the pieces of a trestle bent together while assembling it. In case you’re wondering, a trestle is made up of individual trestle bents, lashed together with horizontal girts and diagonal cross braces.

The bents themselves have their own cross braces and other means of securing the legs together which divide the bent into multiple sections. So the crude template used small chunks of wood, strategically placed, and screwed to a chunk of plywood.

Assembled Bents
Assembled Bents

Repeatability was questionable at best. That is to say no two bents were interchangeable. Originally each of the legs was cut individually, and required new setups for the three different angles in involved. Getting a repeatable length was nearly impossible.

It soon became apparent that a better quality template was necessary. The new template was custom cut on the table saw to the correct angles, making dado cuts to hold the entire length of the legs in position, along with the horizontal joining members.

Other changes were made to increase productivity as well. The new design accommodates using the template as a “sled” for the table saw to trim all legs to the proper angle and length in one operation. Runners to fit in the T-slots were attached to the back, holding it in perfect alignment with the saw table.

That Was Then, This Is Now

All that seems so far away now, around Halloween of 2015, sitting in the living room, assembling trestle bents into an approach trestle for the scratch build Howe truss bridge. Fast forward to the task at hand today. The simplistic jigs I fashioned back then for holding the bents together did little to align or secure them in place.

And they were only meant for the straight sections to boot. Back then I would have been happy to have even the tangent trestle I built survive, but too many other things had to happen first, and many false starts, before we could think about a permanent garden railroad.

Again, permanent is a relative term. The dogs and the elements would beg to differ with the “permanent” moniker.

There is much more to come. Stayed tuned.

 

 

 

 

 

 

Roadbed Bricks – Round Three

So here we are again, talking about roadbed bricks. Third time’s a charm? Well, not exactly…

While this go round is certainly an improvement over last time, there’s still more fine tuning that needs done. And while I’d love to say we’ve moved into the production phase and show how easily all the stringers for the ground level trackage were replaced, that’s not the case.

The wetter mix is definitely the way to go. And even though the release agent was used this time, the concrete still shrank and pulled away from the forms in the same jagged fashion. I’m thinking I’ll take the “draft” out of the 1×4 sides of the form and see if that helps.

Unfortunately, the new, taller dividers I 3D printed for this go round were too tall. Their height prohibited an end to end screeding sliding the shovel along the top of the form. But that’s easily remedied with a new round of prints for the next go round.

A Wet Mix Even Wetter
A Wet Mix Even Wetter

How Not To Screed

All things being equal, this time it took two glue sticks to prepare the form instead of one the first two times. I use hot melt glue to attach the 3D printed ballast profile molds to the bottom of the form as well as attach the dividers. It’s not a big deal that it uses two, but the inability to explain why it took two is bothersome.

The beauty of using hot melt glue is twofold. First, it’s not a permanent attachment and easily removed after a pour. Second, I can use the cordless glue gun to avoid tripping over cords. The battery still has plenty of power left after prepping the entire eight foot long form. Time to pour concrete!

Unfortunately while screeding this time around, I end up knocking one of those tall dividers loose, creating a goofy “wedge” slope between two of the bricks. I did this the first time around as well, trying to work the drier mix into the form. Again, not a big deal, as long as those two bricks are used together as a pair.

Round Three Roadbed Bricks
Round Three Roadbed Bricks

Taking A Different Approach

The main difference this time around is keeping the concrete wet. The hope is it will prevent the shrinkage and increase the strength of the bricks. I may have gotten a little overzealous while spraying down the excess concrete spilled on the driveway, by not missing the fresh concrete in the form by as much as I should have. Oh well.

I tried to wet the bricks every few hours, but even that wasn’t enough to keep the bricks from shrinking away from the form in the same jagged pattern as last time. Maybe next time keep the fresh pour out of the sun and a tarp? Regardless, the bricks remained in the form for a several days until I finally took the time to free them.

As much as I’d like to blame an uptick in work escalations, the truth is I got a bit lazy about it too. When I saw that same ragged edged shrinkage as last time, even using a mold release agent, it just didn’t seem as important anymore. Once the bricks were carted to the Barkyard, the 3D printed pieces were left strewn across the driveway, haphazardly stacked, for days.

Warped 3D Prints
Warped 3D Prints

That’s a mistake not to be repeated. The PLA plastic is not all that heat resistant, so it doesn’t take much to guess what happened to them, in June, in Florida, on a concrete driveway. That’s right, they melted. Well, they didn’t really melt, but they certainly became warped and misshapen from the Florida Summer heat.

In a moment of disgust with myself at leaving them stacked atop one another long enough to warp, I decided to lay them out flat on the drive, individually, to see if baking in the sun would flatten them out again. And it did! Talk about surprised. Once they were flat, I stacked them off to the side, where they would be shaded.

So a few more lessons learned on this batch. Don’t leave the freshly poured concrete or the 3D printed mold pieces out in the sun. Don’t have dividers that are too tall. Don’t wait to wash the concrete off the 3D printed pieces after breaking down the forms to release the bricks.

Prepping For Round Four

Along those lines, for next time I’m considering cutting that eight foot long form into two four foot long forms, hoping to be able to more easily move them after a fresh pour. The addition of a third four foot long form should help to avoid the waste when mixing up an 80# bag of concrete too.

I’ve already 3D printed a new, shorter set of dividers, and test fit them to be sure. I may need to 3D print more of the ballast profile molds as well. Several of them were printed with less UV resistant PLA than the others, and they turned yellow and brittle sitting out in the sun for days on end. Some others need glued back together.

The biggest change will be removing the “draft” angle formed between the 2×6 base and the 1×4 sides of the form. Hopefully this will help reduce the amount of shrinkage and eliminate that ragged gap, or at least minimize it.

Are We There Yet?

Not yet. I already bought a couple more 80# bags of high strength concrete mix. Hopefully the next post will show some real progress in roadbed brick laying. There’s much more to accomplish before that can happen, and even more work to be done to run trains again. Baby steps.

If you read the previous post about the casting mockups, you may remember the setback when the A/C split unit in the garage “flooding” the table saw, shelves, and the casting bench beneath it. It’s setbacks like that to take away any momentum I had to start the concrete patch castings for the station retaining wall and culverts.

I had just spent the last few weekends getting things squared away and put back in their place enough to start using the casting and trestle workbenches again. All that work was wasted when I had to move everything back out of the way to gain access to the A/C indoor unit!

Bet you can’t guess where everything was left sitting afterward. Disgusted and discouraged I turned my attention to better organization, both in the garage and in the office. Along those lines, I picked up a couple of 12″ x 8′ shelves to replace the waterlogged and now hopelessly swollen and warped cheapo depo laminated ones the garage.

New Shelves Over Casting Bench
New Shelves Over Casting Bench

For the office, I bought a 16″ x 6′ shelf to replace the functional but stupid looking 2×6 over the window. Is it really stupid if it works? Here it would depend on the definition of stupid. If we’re talking stupid looking, yeah, it still looks stupid. Not for long, but that’s another story…

Making Progress… Slowly

I’ve been moving a chunk of furniture grade plywood around the office, generally every time it’s in my way again. Time to remedy that. It’s roughly 24″ x 45″, so ripping it down the middle yields two 12″ x 45″ shelves. One of them is now “floating” above the monitors for the work cell, thanks to the leftover floating shelf brackets from the previous shelving upgrade post.

The other shelf is now above the doorway to the bedroom, in hopes of relocating all the ½” plywood remnants from my old HO layout at the other house. AS part of this latest organizational effort, I cataloged all the pieces and their sizes in a spreadsheet. I went full OCD and captured models of them in the SketchUp drawing of the office too!

But let’s get the Barkyard back in operation before even thinking about yet another layout to build and maintain! The plan is to relocate those plywood pieces, mainly various radii curve sections, from the top of the shelves they are prone to falling off of to an out of sight and out of mind perch on that new shelf.

Speaking of OCD, I took pictures of the trestle bent inventory when last organizing in the garage, and created an inventory spreadsheet with all their sizes as well. This complements the design drawings for the various trestle templates. There is much more detail in the Trestle From The Deck post.

Next Steps

Most everything that needs done has already been captured, but prepping for round four did not include any activities outside of casting more roadbed bricks. The casting mockups for the curved approach to the station retaining wall sections revealed the original design is too narrow to accommodate the new USA Trains heavyweight passenger cars.

Thankfully there’s space for all these 3D printed mockups with all the new shelving, but there’s still more work to do there before we can expand the concrete casting to include those detail castings as part of the forms. It won’t be long now though.

Stayed tuned. There’s plenty more to come!