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#1 |
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General Contracting
Trade: Real Estate Broker, Property Manager
Join Date: Oct 2005
Location: LaGrangeville, NY
Posts: 1,137
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Retaining Wall
Hey Guys,
Let me start off by stating... I am not a mason. I am a carpenter, an excavator and a cabinet maker. I have done my fair share of small slabs, sidewalks and a couple of 8" block retaining walls, but this is not my area of expertise. I typically sub out masonary work, but this is my own project. I need to build a Hot Tub pad. I can either pour a 12 x 12 x 4" pad but I would rather put down pavers and make an entire patio area 12 x 20. I have 12 pallets of 4 x 8 x 12 split faced block. So i am trying to figure out how I can utilize these blocks to make a wall. 20' long rising from grade to 3' then turning 90 degrees and running another 12' at 3' high. Most of this will be under a deck. Only about 12' will be exposed. So I know if we did a stacked stone Morterless wall, we simply imbed the stone into cement on the back. Could this technique be used in this case? Use a lath behind the block. Backbutter the blocks and press them into the lath? I am also thinking of placing a sheet of 3/4" ply behind the lath to act as a temp. form. Once the cement is dry, I pull the board and fill in the gap with pea gravel. OK, Long post. Sorry about that. Just trying to get some ideas bounced off you. |
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#2 |
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Pro
Trade: Masonry consultant
Join Date: Nov 2006
Location: MSP, Minnesota
Posts: 2,449
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Re: Retaining Wall
Digger -
If you have block that are really 4x8x12 (the first number in the thickness of the wall or unit), do not bother. If they are made for a retaining wall and have a 4"x12" slpit face, then it is possible. Unfortunately, because if the versitility and the number of ways you can use a block, it becomes confusion when it comes to quickly describing the units. Everyone has finally discovered that a rigid retaining wall with mortar does not work, especially in your location. If you had 8" or 12" thick block and used a footing (below frost) and reinforcement, you could build a long term wall. I would suggest using segemental retaining wall block (technical term) laid without mortar or a concrete footing. This is a gravity retaining wall. A concrete footing is not allowed and you do not have to be below frost. They are actually more durable and can be much stronger. - Biggest I've seen was 44' high and about 900' long. Also saw one from 5 to 35' high that was about 5 miles long - all 12" thick! For such a low wall you could possibly use the smaller "garden block" that are usually 8" thick. You can also get the caps units to finish off the wall. I think concrete block with mortar is a great building material, but your application could be built better with a product designed for that use.
__________________
Dick Engineer, designer and consultant recently active domestically and internationally on construction and design in about 35 countries. |
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#3 |
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General Contracting
Trade: Real Estate Broker, Property Manager
Join Date: Oct 2005
Location: LaGrangeville, NY
Posts: 1,137
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Re: Retaining Wall
Thanks Dick,
So by segemental retaining wall block you are referring to a Unilock (brand name) type of wall? I will just have to find another use for that bock I guess. Larry |
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