Home |
Search |
Today's Posts |
|
Metalworking (rec.crafts.metalworking) Discuss various aspects of working with metal, such as machining, welding, metal joining, screwing, casting, hardening/tempering, blacksmithing/forging, spinning and hammer work, sheet metal work. |
Reply |
|
LinkBack | Thread Tools | Display Modes |
#1
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
I drove my (new to me), big, diesel backhoe over the last tank in my
two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b |
#2
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
On Wed, 16 Sep 2009 22:02:48 -0500, justme wrote:
I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b Good thing you have a backhoe to put it in place with! I suspect you need to suspend the rebar where you want it in the final pour, although I understand that you can lift up reinforcing net by reaching down through the glop and pulling up on it. Surely someone's done this on a web page before. I know there used to be a Popular Mechanics article on this -- my dad built my grandmother's septic tank from the afore-mentioned article. Of course, to use _that_ one you'll need a Popular Mechanics collection that goes back to 1940 or so... -- www.wescottdesign.com |
#3
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
"justme" wrote in message ... I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b This won't help construct a lid, but don't feel so dumb. The pro that installed my septic tank, had just finished when he backed over the tank with his big diesel hoe and broke the tank. He had to get the broken one out and go get another tank. I don't think that was a high profit day for him. stu |
#4
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
Thanks, Tim.
Final pour? I don't understand. As I foresee it, I will be mixin and pouring all until it is done. I planned to put the wire and rebar on supports where they would be at half of the final thickness. j/b "Tim Wescott" wrote in message ... On Wed, 16 Sep 2009 22:02:48 -0500, justme wrote: I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b Good thing you have a backhoe to put it in place with! I suspect you need to suspend the rebar where you want it in the final pour, although I understand that you can lift up reinforcing net by reaching down through the glop and pulling up on it. Surely someone's done this on a web page before. I know there used to be a Popular Mechanics article on this -- my dad built my grandmother's septic tank from the afore-mentioned article. Of course, to use _that_ one you'll need a Popular Mechanics collection that goes back to 1940 or so... -- www.wescottdesign.com |
#5
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
"justme" wrote in message ... Thanks, Tim. Final pour? I don't understand. As I foresee it, I will be mixin and pouring all until it is done. I planned to put the wire and rebar on supports where they would be at half of the final thickness. j/b If they're right at half the final thickness, they'll contribute *nothing* to preventing initial cracks. However, they will contribute considerably to the final bending strength. You can look this up for specifics but the general idea is to use the reinforcement close to the side that's in tension, with just enough concrete covering the mesh and rebar on the tension side to minimize corrosion. That means that you want it concentrated near the low side. If you're into structural design, the point is that concrete has great compression strength but almost no tensile strength. And the center of any section -- half the final thickness of your lid, in this case -- is known as the "neutral axis" in a member that is under a bending load. Structural material on or near the neutral axis contributes nothing to initial bending resistance. But once you get some small cracks on the down side, the steel reinforcement is loaded, and it prevents further cracking. In effect, as it appears to tension loads on the downside resulting from compression loads on the topside, the steel is now the "bottom" of the section. Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. -- Ed Huntress "Tim Wescott" wrote in message ... On Wed, 16 Sep 2009 22:02:48 -0500, justme wrote: I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b Good thing you have a backhoe to put it in place with! I suspect you need to suspend the rebar where you want it in the final pour, although I understand that you can lift up reinforcing net by reaching down through the glop and pulling up on it. Surely someone's done this on a web page before. I know there used to be a Popular Mechanics article on this -- my dad built my grandmother's septic tank from the afore-mentioned article. Of course, to use _that_ one you'll need a Popular Mechanics collection that goes back to 1940 or so... -- www.wescottdesign.com |
#6
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
Thanks, E.
I will then put the rebar/welded wire near the bottom of the lid. That is, the side facing the tank. j/b "Ed Huntress" wrote in message ... "justme" wrote in message ... Thanks, Tim. Final pour? I don't understand. As I foresee it, I will be mixin and pouring all until it is done. I planned to put the wire and rebar on supports where they would be at half of the final thickness. j/b If they're right at half the final thickness, they'll contribute *nothing* to preventing initial cracks. However, they will contribute considerably to the final bending strength. You can look this up for specifics but the general idea is to use the reinforcement close to the side that's in tension, with just enough concrete covering the mesh and rebar on the tension side to minimize corrosion. That means that you want it concentrated near the low side. If you're into structural design, the point is that concrete has great compression strength but almost no tensile strength. And the center of any section -- half the final thickness of your lid, in this case -- is known as the "neutral axis" in a member that is under a bending load. Structural material on or near the neutral axis contributes nothing to initial bending resistance. But once you get some small cracks on the down side, the steel reinforcement is loaded, and it prevents further cracking. In effect, as it appears to tension loads on the downside resulting from compression loads on the topside, the steel is now the "bottom" of the section. Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. -- Ed Huntress "Tim Wescott" wrote in message ... On Wed, 16 Sep 2009 22:02:48 -0500, justme wrote: I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b Good thing you have a backhoe to put it in place with! I suspect you need to suspend the rebar where you want it in the final pour, although I understand that you can lift up reinforcing net by reaching down through the glop and pulling up on it. Surely someone's done this on a web page before. I know there used to be a Popular Mechanics article on this -- my dad built my grandmother's septic tank from the afore-mentioned article. Of course, to use _that_ one you'll need a Popular Mechanics collection that goes back to 1940 or so... -- www.wescottdesign.com |
#7
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
Sounds like something that I would do just after a new lid.
The very large broken pieces of the lid are still in the 3/4 full tank. I may construct a grappling hook to get them. "**** Happens" j/b "Stu Fields" wrote in message ... "justme" wrote in message ... I drove my (new to me), big, diesel backhoe over the last tank in my two-tank septic system. Still, not too smart but I thought that I had cleared it by a foot or two. NOPE! So, one of the rear tires fell in the hole, not all the way but it competely broke the concrete lid on this concrete tank. Now, not only being dumb but being cheap, too, I want to make my own lid of about 6 inches thick and about 4 feet in diameter. I have only worked with concrete just a bit by pouring it into some holes for a few t-posts and a few vertical landscape timbers. I do have a small (unused by me) concrete mixer. Do I simply lay out some plywood on solid ground, build forms around it, put in some welded wire and some rebar and pour away? Yes, I will keep a center hole open and install some hooks to lift it on the tank. Does this sound like a plan? Thanks j/b This won't help construct a lid, but don't feel so dumb. The pro that installed my septic tank, had just finished when he backed over the tank with his big diesel hoe and broke the tank. He had to get the broken one out and go get another tank. I don't think that was a high profit day for him. stu |
#8
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
On Sun, 20 Sep 2009 14:29:11 -0500, justme wrote:
.... "Ed Huntress" ... wrote ... If you're into structural design, the point is that concrete has great compression strength but almost no tensile strength. And the center of any section -- half the final thickness of your lid, in this case -- is known as the "neutral axis" in a member that is under a bending load. Structural material on or near the neutral axis contributes nothing to initial bending resistance. But once you get some small cracks on the down side, the steel reinforcement is loaded, and it prevents further cracking. In effect, as it appears to tension loads on the downside resulting from compression loads on the topside, the steel is now the "bottom" of the section. Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. I will then put the rebar/welded wire near the bottom of the lid. That is, the side facing the tank. Concentrating the rebar in the bottom inch or so makes sense, but it probably is worthwhile to put at least a little reinforcement in the top inch also. If you pick up the lid on forks, or if you happen to drop it while moving it, the loading will be reversed. -- jiw |
#9
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
Get some fiber made for cement strength - add it to the mix and
it will be stronger. Also - a stronger type of cement is possible. Some use fiber in place of rebar - some use both. Martin James Waldby wrote: On Sun, 20 Sep 2009 14:29:11 -0500, justme wrote: ... "Ed Huntress" ... wrote ... If you're into structural design, the point is that concrete has great compression strength but almost no tensile strength. And the center of any section -- half the final thickness of your lid, in this case -- is known as the "neutral axis" in a member that is under a bending load. Structural material on or near the neutral axis contributes nothing to initial bending resistance. But once you get some small cracks on the down side, the steel reinforcement is loaded, and it prevents further cracking. In effect, as it appears to tension loads on the downside resulting from compression loads on the topside, the steel is now the "bottom" of the section. Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. I will then put the rebar/welded wire near the bottom of the lid. That is, the side facing the tank. Concentrating the rebar in the bottom inch or so makes sense, but it probably is worthwhile to put at least a little reinforcement in the top inch also. If you pick up the lid on forks, or if you happen to drop it while moving it, the loading will be reversed. |
#10
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
On Sun, 20 Sep 2009 14:29:11 -0500, justme wrote:
Thanks, E. I will then put the rebar/welded wire near the bottom of the lid. That is, the side facing the tank. If you insist on pouring one rather than just buying one, I'd make the form convex, such that the lid forms a sort of "dome" shape, to transfer the stress to the rim rather than straight down. Cheers! Rich |
#11
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
On Sun, 20 Sep 2009 21:17:35 -0500, Martin H. Eastburn wrote:
Get some fiber made for cement strength - add it to the mix and it will be stronger. Also - a stronger type of cement is possible. Some use fiber in place of rebar - some use both. Or just make the whole thing out of fiberglass, in a dome shape. ;-) Cheers! Rich |
#12
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
On Sat, 19 Sep 2009 15:52:04 -0400 in rec.crafts.metalworking, "Ed
Huntress" wrote, Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. Which means it will crack when he lifts it from the center, right? |
#13
Posted to rec.crafts.metalworking
|
|||
|
|||
Being the smart person that I am....
"David Harmon" wrote in message m... On Sat, 19 Sep 2009 15:52:04 -0400 in rec.crafts.metalworking, "Ed Huntress" wrote, Still, the best strength is obtained by putting your reinforcement near the bottom of a concrete slab of any kind that's going to have loads imposed only from the top side. That's the way that most well-made sidewalks and other concrete structures are reinforced. Which means it will crack when he lifts it from the center, right? If you're going to lift it from the center, you might want to add some welded mesh up high in the center. |
Reply |
Thread Tools | Search this Thread |
Display Modes | |
|
|
Similar Threads | ||||
Thread | Forum | |||
Smart Tool Level or Smart Level | Metalworking | |||
ONLY ONE c l i c k FOR DISABLE PERSON..... | UK diy | |||
ONE c l i c k FOR DISABLE PERSON ..... | Electronics Repair | |||
To the person looking for hydaulics | Metalworking |