mrmike36z | 05-26-2007 | comment profile send pm notify |
Here some links to some pics and 1 video I've been working on. I will try to get more as time goes on.
http://s200.photobucket.com/albums/aa24/mrmike36z/pump%20pics/?action=view¤t=1180208860.pbw
and another
http://s200.photobucket.com/albums/aa24/mrmike36z/pump%20pics/?action=view¤t=1180208688.pbw
and a video
http://s200.photobucket.com/albums/aa24/mrmike36z/pump%20pics/?action=view¤t=oreillyspour012.flv |
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mrmike36z | 05-26-2007 | reply profile send pm notify |
Why don't use fibermesh? Fiber is easier and just as strong(ever tried to jackhammer fibered concrete)? Isn't fiber supposed to replace wiremesh as far as strength?
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Seed | 05-27-2007 | reply profile send pm notify |
Can someone place a link for this stuff? I can't seem to be able to look it up? Thanks!! |
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crete | 05-27-2007 | reply profile send pm notify |
Fiber mesh is used to control srinkage cracking only it is not a replacement for structrural steel. Any one trying to tell you anything differant is wrong. Terry |
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Slavedattler | 05-27-2007 | reply profile send pm notify |
Mud is only as good as the base. Agree fibers do not replace steel or mesh, watch a cracked slab on a 4-8 degree slope, mesh will keep it together fiber will let it seperate and slide apart. Cowboy example but just the way it is. Q decks can have fibers but why unless you are leaving the concrete exposed for all to see. Many different fibers out there, steel finish on some no hairs. Fibers a a big profit item here and sold in many wrong applications. Thin pours at 2 inch is a more usefull application. |
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Seed | 05-27-2007 | reply profile send pm notify |
Speedy, I thank you for your efforts and I now can see how my post read. I was referring to MR MIKES Photo bucket links. Thanks |
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JohnThomas | 05-27-2007 | reply profile send pm notify |
We use rebar and fiber mesh on some stuff. |
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Many | 05-27-2007 | reply profile send pm notify |
Funny,I just bid 3200 sq.ft. slab (mono w/cassions) for a steel bldg.The engineer spec'd 4" slab,#4-6 rebar in cassions,thickend edges.All using 4000 lb non-air w/fiber.From my experience fiber is a great crack deterant if joints cut deep enough and stones don't exceed 100 sq.ft. |
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Seed | 05-27-2007 | reply profile send pm notify |
Thanks Speedy!!! |
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mrmike36z | 05-30-2007 | reply profile send pm notify |
Hey "speedy" how do you make my link clickable? I thought I knew but I didn't.
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mrmike36z | 05-30-2007 | reply profile send pm notify |
mrmike36z | 05-30-2007 | reply profile send pm notify |
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bigboom | 06-01-2007 | reply profile send pm notify |
<a href="http://photobucket.com" target="_blank"><img src="http://i191.photobucket.com/albums/z93/bigboom_album/100_0929.jpg" border="0" alt="Photo Sharing and Video Hosting at Photobucket"></a> |
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bigboom | 06-01-2007 | reply profile send pm notify |
<embed width="430" height="389" type="application/x-shockwave-flash" wmode="transparent" src="http://vid191.photobucket.com/player.swf?file=http://vid191.photobucket.com/albums/z93/bigboom_album/IatanPowerplant034.flv"></embed> |