Jump to content
  • entries
    4
  • comments
    202
  • views
    2760

When things go wrong - Concreting of UFH slab


oranjeboom

4454 views

Been a bit quiet on BH as I've been busy elsewhere - rectifying Bodgit Builder's attempt at laying my concrete floor. I started a thread about that here: 

 

 

Having taken ages to lay my circa 300mm of EPS and mesh-tied UFH pipework, I was keen to get a professional in to get me back on schedule and pour a flat, level concrete floor. No top layer screed. A few local companies quoted, one stated that they could not guarantee the pipework so I didn't go for them and the others I had simply had no faith in. I ended up contacting a local architect's firm and they recommended I contacted some of their regular builders. A couple were either too busy or candidly said that the job was not for them. The other chap came and quoted me for the job with the assurances that he could get a level floor finish.

 

bwl9Xv6wmrNdJmZmPwJ-yKpxweG38i-TAVl7PRupK7cnpG-EEiwbLRkEl5cuFemXOGbCd8Pu33iKKek0R6evM-o9K4nzLnfo5UE1Uh42R2hhRT0ejBugT_DtHBypTNpxDJnlEpV4AAeechrnXmf0StFDlhgyrRaD4AWerXRGBKBuMMbrE7WH5AuIc3-sVz7oZbLchNYPixyxFl63_WIC-fH1MG739j7CxztHANya1pu5wktxIVKAYt6CM8f7luaMadOhAQT6O8GEjv9vKKUVM43o0f29tvHQip-g3UoR4N2q3Bo3Yi-6BcBDgbYf8la9fuqd1d6queoN_Pq4fjiifsHacyC8qNxcZhW5z6lg0QeTxi-kfhmr3o0Sbx-TaSdqlocIT4rkpVEDm1lva5XEEkR1AmG3mfvk1JksNhZE-Xt8SBIF_aGpGKWeTzVcvy4ugY19-UMn9mwb5302hE0ibim7gQ5pXnmtPYUJ7O9ejiwINkx7JQIFVRqqoejZXVGrjNZK6eP3aJjLQ4bRxKrWSo72By6dAQDhzBaqrNf2OEaX9Ks9DgvsSTf2i2ZjgII0GpazpriHdQQXi6pJp7if7rxMmOnYbLFaW87I6BWV=w784-h588-no

 

As it was a retrofit internal slab, it took him 2 days to pump 150sqm @100mm depth. 

 

On day 3, I inspected the 'finished' floor, and it was nothing but flat. I could really feel the varying levels of the floor by just walking around - I didn't need a level to tell it was way out.

 

I also noted that the datum at the big slider was approx 20mm below where it should have been. Having contacted Bodgit Builder he duly came round and he agreed he would come back to grind down and high spots and fill where necessary with self-levelling (even confirmed the latter in an email). Prior to the day of his grinding, I scraped away at some of the high spots to discover that there was only 1-2mm of concrete/latence covering the UFH pipework. He'd obviously had issues with the mesh/pipework raising to the top (yes, I had fully purged all the air out!) and rather than doing his utmost to push the mesh down, he'd just decided to 'cover' the raised pipework with a bit more concrete. He either didn't have any idea that this would impact the agreed floor height or didn't give a damn (and must have thought I wouldn't notice!). He did admit that he'd had an issue with this section of the floor and asked me how I wanted to have it rectified. I duly informed him that this loop of pipework would have to be dug up and re-inserted at the appropriate depth and re-covered. He spent 2 days grinding high spots with little impact. Moaned at the cost of the grinding blocks and started making excuses as to why he couldn't make it back until a few weeks time.

 

In any case, after nearly 6months later, he has not returned (as I expected) and have had minimal contact (just a few lame excuses) as to why he hasn't been able to rectify his work.

 

Spot the issues:

 

utS8rllzgW0NAsmIqAbw34JTDJ13BG9WtMZE8PUalk2VD0Gt9M38vnGtIdaXsFJI4Fiz8_TunN_nG0ekY3DjAiDQ6TGY2WS4uRK7T0PpurJ4YROKkqV91sQtTNCYhPLwVxEuY0zntDrKTAE572C8qXx1O21OwMs0CprFOgjkEfgZI7Y5mjvW3hCLRDSDtmUVYSq5SHM0ga7ZCn0ZkHm5fweIlLjcnw1H9DJZgmppYKUZf6MQqqcffPhf3_S9cI-lNkyLp8PYU1Lmkn5YA5djVVig5gpeXHzgoIV3axpJaeDmkdE2LygrX4uKkwMhDoE4kRi3Tb01fQ1uCq_EwI91daW0GEBwKt-cRe9wt4mVhSMhtVqB-vOGY16lb_z-2A1LzfYvlhoqMC81z3WMx38kBRbBcFicjqkbVG1n1X-3bFWC14C-tACa91fE4sPqa2hn9i4vl31gtBM4QL1IAt2jTxB6yVT9GhYK47bGog8CdVZy5cfIvsm9_ozBHhh1J1bOkFj4CmEFbBsWqd0v_QIXMeA7II5S4EBgg5bgmW5zyrw89czbZU7odjfRkY5ipgZ4_SQecxbeHc5grbA2Ky9SodCjcclUOlhpY45g6ccg=s637-no

Is that a bit of mesh sticking through the floor? Yes! Luckily in the corner where the kitchen cupboards will be (no UFH). Easy to cut out in the end.

 

 

e1Gz6J_lFZKRIHgXrS3unY26CLxx6cAIbEAj43uhD-oUSaAUrnKfInCCGpG6xFTMQFprz482iCE60pkmUMai4sXhBgcvboDvYQ6H5GQ_BGYf5ZdMnEas9IqIpPBQf1iV77S_rRlPmxNkSnoc3DWXVYztTNDI-JTElMSssgkDA6lyvaWClooiVPyUOcFWE8LJMMAHFSIK1lF2-ORVmlcLkEaC0UuaazeL9usSgbVPlLAUVWpUTeE17h5d3rP1dz0EqC5kkzIdz-oKgrbFhWXXMVwz6mgAyjAbs_Ntm6igrljSH3dLl2l2dP5bKiZy0Ar8bPq8CtypiO9moFlWMA0IqCsGF5dcH-JhDhgXXsovdPLy-YLGyoc4sP6fwboEBmE_CHVge1-0F8trk7zzTTodqHbLkZ00hP7xD1iKGgpom5ThTCZUYQ84DTuLupUH2HwkF0yMYES29Lp27reHYxmAfucBvCIHJC4Me9mmJb93MMt-8_kFXgCVQEfAz1sMj9ZazKtEQqmTDYLlXaan_2JDJ6lCQYmEzs7LWu5jvGB_Q-BzOFSmxqGQTV0VJaaPFUKmydhwTohUneGJt6r6OIMbAyJ79x21izkT3vgpZOU0=w850-h637-no

Bit of a hump (approx 30mm difference over 500mm)

 

jT_VIZNiMJDslFEzz5G_VUnFdzbjixKWm0mjXR4G8pZdqmNf5ZpoKLls7V3fzgfr6CE-lWqbZGpG6R1IlU09-Yvxm3Ms9fubaH6ivlo1osfMvPf0EVLlJsLpcR4qKkaVg3ByGd-4VKzEZV60J2zJ7o5mJcSBWGMg_-Kz-7iGLxZwLhnex1-SRQaHorQbU8N8I1iDn4ck2rC_NJzy06KxMDPTZtUB69k9xP68ytIYiRmrgCSiqK5X7ryZmDgbEzgmop8tyw41jPSR4e22Nfr90itatw6XcVhLh0Mw_f6Nw5fwjpDDALFbJkR8Zi6omHZXpt8G_iRTJP5wH_fiLoaL-UuRhwGIWSUv9l3PqH6ir48-FB9N9HGTvVH9dq6AGLUXa_SVhjo8nb0xP9QqT1dWmmGwnArNe6Ej66fIX95V2KMhthzXeU14mYDTRotdf0JtgjdPl8vMDJ0vXkUvJbXrE1x0abxfveZ1V4-d-c4ehw9hpsk56GYRBKtfosULeDMTR5AeWtdacPh_NTkmcWKRnJ1lY0UU0BlRRosdEMtZ2DYzOPIk54pCTtfn8GNv5gZCC58P4Bq8OAZq0h5D7RksudckJ8tLwikcpSt5X8AH=s637-no

Door threshold? what door threshold? Maybe should have gone for a concrete floor finish!

 

 

8OtCNntj_FeC35FHZkblfjopV5A5xrG_H35qbw_oeBgl4ijntcGf7rEGrvNqsQrnHfi5n-3ADHXPIfEnGL98h9inHKz88f1W-yPkWCQdcSXkySrMwHVstXyjxN863aQoq5VOxDQ4NfZ1RHF9svJ86Ox8FoHLAeo3wAzRdN19ZUjqBcw6W4jo5mnQMmX3mNbTBLmbhU7bVMrcDMLiBxh_QF2lcDh6vseD-qAA4I9R_jSKOoF8p_GCulwD0PmMk2I8oKm85bu0YTuuuVzz4B33-M2U2lveUQvf_1aXt-IccVIe6MXp7SUKyc93eblOvluOaeLfrCUhLKwFxE4Gq-pX8CA97PzRvuVEFFAwMcPu-XJvQrFxQMeBl1XcxkYIE1tRgTwARbfJuQraV6nZpwAu2mnOIX8LEzu173ij16x7yk5sgnJ-U8tiVle2IZv66BX5_Wlp4UdCmz-FiTaOZdChzj67TE59f0vNY32q9VWOr1MsIc6OAjcykVWsmjciBHWCJk0f4A-7sKGsquHtsxMlVVkh-VN3-gFUVYAMdHWUAkj69aw4MjDfaoHYQOFsuk-kcVB-5vAkZvIcnBsV5QXx5_K54MqGmZbORx6knP1L=s637-no

Nice high spot by the door. Inward opening door too. May either need to skim off 30-4mm concrete (risk revealing more pipework or may have to raise the whole door frame - luckily it's timber framed at this section)

 

 

w1xkzYCJooglrREB7_z8TerWuA__pR708P8lldlv0mO9slbqdpooRkD_qg_kzpqwvFABrWFkm4SK0D2_OfWm7MtZwtsjiBcvS30Mb_xgMWd5KALUAv5m2X5S_KesB56fN_OUdNJ9n8UCkalDP1IDQAhwp6Tiglf-SMK9dR6n5XiBEHAXRO_VJ83--koEmDS6p8ijuIuwWXTVyIUxeVoWx6zSfmuUPJKFkM0ECclK2NMkMUwxoU474A0l_Zmq8A_C7JUQGeqylIzHXAd5VGP0hKaqb3SxrYUN5kgNH88huhLN_Kblv3Mt3kaCNW8hELtEhx-yn8WZVQhe9um7w5huOpDPLnMhMF9A0lemLOXNs-AOJwd1k8_19dJKwi7wTFthLzk5NHGuGsokuVtAhxpxXNjsOGZPE91F79qzKhAaO2I9QRqS6xBbsoo1Mi2hl-jJrf9j7h1meiNmCP2B9GK2WTQILRYiGsww2M37CwYA6rFj8RLCecfr1BRKXWOzUP8r-JeZWjWIiJ6T3v71RdWtkLIhilCCrHNF2OMSRf3T3zkVgP57CD6NYHmyKbhlqwsZlf-_VR_jYYKZGToUffTXvjx1sevwXFwVpZWRxF5E=w850-h637-no

Bit of a 'dump and dash' job

 

 

fHGsCG_xXuOlFy187w4_yyimS8mfNkH8ax4Un7fXgeanLnG30VVoNVkmgEoFETINkZo7OlK9is3ZYbsup-ofazn-OAPR-X1_Vo-aXCROZo58-Fu_g0LAiXuvE_fWIe5Fhc4GKYnNVAcZ4vB7VPQjtzjtxhfJID2W74fm62rSX7bgJ2tSC9nItOfp9ESiKZtp2fY1SWdTFWCAz4BoY9F6YkBKRepnEzbyWn6nEolnt2LR7cYmPVpnB-n-Sf4OGuEmPKNAos9iEI_mFyp1Je5G_HQas_CryHV2nIEQ5Pay2ZLpPvmCSF27O2lGyc8VKUMhfWrP7UpFYEL-DAtuK_Uvpvd6Q_3sEdTbBFQOSepLFQ8821aWrCT9HmlNKG29FKSPJXksxnnaFB_8mDqtKkR0t7HQ5cGW0dAjAsbugVQp__p1-B82Hc_0RC2Pafg5vhiRekjygzBGOG_tkvh7ESytbe75v2PIUDO2eI8YKGYCyKswAf9hEvvT_6bszLexeCI_XIBxTz8Qw752eHsbIqxxlEI2mCkX6HcVOWh4cCu2_Ucj8TE2EqnDnHaY3vAYQll41yTxtCBvpS_ZhMlfTRl19EJfI9D_Ogxa7r2_bWvf=w850-h637-no

Not that clear here, but concrete is well abobe the red mark (AKA the "do not go above here" mark). Yes Bodgit was wearing specs, but obviously didn't go to Specsavers.

 

Can't get worse than that?

 

Luckily I've found a local flooring company who also have experience in grinding, so they've been busy sorting out the high spots (only to reveal a further 3 rooms that have pipework that needs to be dug up). They didn't want to attempt doing that, and rather than risking getting in another 'professional' I've resorted to doing this myself. Intricate work that few builders would get right - not without damaging my ufh!

 

Various UFH pipes revealed when skimming off the first few mm of concrete:

 

ymeEVVvjqVOpaXUEe0QXaiyEdPbxyB6bs1CRkxk4QxVs9mtA1GLcZ8YwWVWE4rSuVtppbMdbBBrXXqUJyCdhGJpaFI9rS6giWp3qp6be6qkB0bnyhzdnwsfoNhDdnWBiUsJMWyipZJHNzO2VqS7tyv-J8pgwI1WL37uL38rNsvYYTXkLEDjETiLI7zZyDOoBTWzw7kOtISRK_iBWHdp5nD4W-19A8y_znrqcetAVtg5TLX4mY1eLS2BLYyFrvPoEql7siIbZuHxhMk2OatFDgUWjzkZMcFOcSLonNTXebAdJ-wDaxm_Imm8FTJ6RoLImk6hOdMU8U2BcRjzHk_Kvd2lgT5lVUIS2wpOnVLgnhcaEDEMkmA_2gg0UVPVJLjJNIAo_q8pVsDjGD3ZyPsCupHMWX_J4FfcljCNyBZETPiudYaXsWGYJ4vwl5D26_P_CALnmIeJM0q3qo4RkShuqKNqDhRDIhMQCpkb_lG7_Gvk6IxAtxtdebDB3okifQye3ysKcZFhQLn4-4WLGvQVaMuay8ZG2d0e-sOlT2JULPNNFWH7KG0aYxfai1lAvMgiUiOTj7nMxayWIHogX41p-wd2xLFSGG1Tm2EhXp1La=w478-h637-no

 

IuF4VqV8WYSR4GBvBcN9ndIdkF7CtbYST8Q_KI1LHvh3k3v_QHODJki5OS2oNJgVqRyJRMNQSKukwAnZz4seKvQu20aA3XF8opAyPq0P_HqeCQZHXKa8l68kwkHr9sSHQYuxrxOsaL_kBIazT9g0amx3-0FtP1NOsdow4_kRRzPxzXUAxjlqX3ZztlgstowXS88MqSSWWtlY9QalC3RT45gjgR9EqFOd2wOuCQzlW9S5eomPAaTzXJMAEj4X7ZI18lqnGJ7cV4O2iFl0iAf_B62NspXDU-hH6IjOsBkLrM4QKYIcoQAw0-Rzqs0a79PtxffeazCpbrP9FtATeTZSsIEMg8whK5Zm8WPRB7FN-YRemarOUEoith7ZU3baySMy4wjwvn5m17Ls6ZCr6mufE8DchDEMinUFQ4ZVLiZ9ekD6uTf7EOFGAOg3K4KFSHp-9X0LsSvk01DBQc1j8Gg2I9oRUK2_fxfUdWQkVBhnAGCx0w8LcT96PPq6j5RWs-2RQ0-ITdjt9OSstoDZIts4V05zqL4KW4-2bsraZgvL2bGnRPjQzdlYhgK4WZTkDLRYTpPSIZCy5vFn6dCJgTf5z80WYS4yRK8SZYlIB-m2=w478-h637-no

 

Slab above probably needs another 20mm taking of in order to hit the original datum, so hopefully no further pipes to be found!

 

kZo2nExsDKRUwfWWOcyfa_lAhRFc0k9l_uvmDKPKj9HnSDDFMGfzOqkEjguuQkv8SrQOjp4IofXmWk_NC4BXc_U1_Iyyq_FgsyyElVGFvbZzyFcrc-6PBNHicsQ4UiqSBiZLyk6-N3qV1O013iIc3IIulRrA_GWD6SjpRVfgNKCo9RFcaIMXhz69jixNEeEY7wPsMGTwEosJmLd36M1KMmrsDXeM-PsqvKDVs4_FlFVRBkk8Nx01ILS4XY20R_EGqTrnQ0RDB0WB0BErV6GZzHwZL2pwAypk6fJ0yFhabbIHBwdb1wTF5nH7SD1CeZF7ji3pQtWdoEkDLI6ZWMxMhGEpSDstURNYCKRvvoci-M-UyzYqRZoe6B3_DXMYQINGGDRZtyqMiV-611IEy0QKFF5j1h9GTZQHKt-PTVwhoUXD_U3AG-W1GbQImzP2ByD3C6ZqVjiKXvem3e3aD_UQdR3IUl3fXSNy-VZLlGrdhu1_KE0uo3WMMoL5sMsI2Wm3WdNmyNT0iddzJB3uDz3JFUt_EmCdQOBF3cZL1guFDDaMCrKLxYvqYtEV_Wk0Jlbg_5lgSRUl5qk8yWHb8yl6L_kXCLzhHsnaIEbDYPmb=w850-h637-no

 

First set fully revealed and ready to be pushed back although one has been damaged when they skimmed the top. You can just make out the grey inner lining:

 

d7hzzwo6oxfbZAUBceDWtCl0Vw9saXgnffm1vybP2G4peo26F0i6PLXaq1UaEPFa-scWjJG3b0mNARFfLtFN-Uw1aojNnBh2VY4XJnKsY31ZjpRaQar8tNx2sY2xu3rDQUzgZR95J3nmPIHjSrR07ukbltcWfw908_Lx3O_7zP5TjPURStgdzWh9L9ZV0A5l0NE7_oNNUWcGXyHIyVG4F62E0utFQ_wQoVT5VOoRKHEaNuJlAaWkjPCPZoPMmfwu64XajuIHMMK9fZ5U-Gg2rJHWLHTxHjWf6NxgtCoQm3ykQL7KqUFYyNKKXfP8p55m9C_vv5YdV9ogZCw3Bup--77ikIlz5nXRjIJZstbkGwxEySshI134QaVACWkpCrXq8q0hmDvbJN2BitAKOnURzzIHNkBW1hmG3rvsFHnUVwJ39OIBvT9KoGwXKiuWK--HxvY7QhZywHX032YzfrviJfghGzzZeT44wu4uHrAi-FlVLoLIF8QYZYesRbNUZyASYml6FwmpzrhgmLZ9oi1G7Og5xlaBqKqQBRtgRN3OBcpYHOEyR1sxn-P2_o-PC_mxjfbT1mtQFsxxlfOhC93L53XKWPe-bdYv7V0bqrHN=w850-h637-no

 

So this bugger needs to be replaced as the grinder's kinda ground it out. So how do you replace a section if the coupler's aren't supposed to be buried??? "16mm Repair coupling for use with Wunda 16mm Pert/Alu/Pert floor heating pipe, when a repair is the only option. This fitting must be fitted in a clearly accessible location and under no circumstances be buried in screed or concrete."

https://cdn.wundatrade.co.uk/wp-content/uploads/2017/08/T03-Wunda-Generic-16mm-nut-and-insert-repair-coupling.pdf

 

Tape coupler with self amalgamating tape?  Obviously will fully need to pressurize before I cover. I'll need to add the couplers on the straight sections as adding on the  bend will just compromise it all. Should I leave a small void around this join in case I need to access it? Or box in around the coupler and fill with a weaker mix in case I need access in future years? It's in a corner in the kitchen with no units going on top, just the laminate flooring.

 

At least I'm not the only one with this issue: 

 

 

 

 

Once the flooring company and I have completed the required work, I'll be looking to get a PI to locate Bodgit Builder as he's started moving house which isn't much use when you want to take the bar steward to the small claims court.

 

Lessons learnt:

 

  • Don't always trust recommendations!
  • Do it yourself!
  • Pay particular attention to the end and loops/mesh in the corner as these are the areas that seem to rise up when pouring
  • It's not the end of the world, there are things much worse in life that will/can piss you off, so don't let the bar stewards get you down.
  • Like 1
  • Sad 1

23 Comments


Recommended Comments

Wow, that's not great

 

I've literally just done a similar size project, laying 300mm eps, mesh and tieing ufh pipes to mesh,

 

Our concrete has gone in, again nowhere near level - I'm hoping I don't encounter what you have. - I've not had any time to fully inspect prior to the sips panels going up.

 

I really hope I've got everything in the right place otherwise there'll be a lot of digging out and fixing.

 

how are you chipping out the concrete?

Link to comment

I think you'll be fine. I had internal walls to deal with, so pouring one large slab is a lot easier and indeed the poured piled slabs for my extensions were mm perfect.  You also didn't use the guy I had...

 

 

Chipping out by hand....bolster and lump hammer. Was going to use angle grinder, but as I'm not sure where the UFH pipes ended up, I wanted to go the safer route.

Link to comment

We had the same problem about ten years ago when doing a major renovation on a previous  property. Although our bodgit builder had marked levels, his concreteing gang mainly ignored them. We considered grinding off the high spot and filling the low spots, however having talked to the tiler who was going to tile some of the floors, we went with his recommendation to tile the whole lot. He used a sand and cement mix (as used by the Victorians prior to modern adhesives). He guarrenteed that none of the 900 x600 slate tiles would come up and none did.  He started his setting out at the highest point and worked everything back from there. Our UFH worked a treat with the slate, always warm feet.

Edited by Triassic
  • Like 1
Link to comment

I wouldn't cut that pipe tbh. Is it Pex-al-pex? The grey shadow you can see is probably the aluminium layer, so the only bit compromised is the outer sheath. 

Id buy an external cable resin kit and pour a mould around the affected area to fortify where the sheath is damaged. You could even just back fill that whole trench with the resin, which imo would be infinitely better than cutting and jointing the pipe. 

FYI ive cut, joint and buried ufh couplers and elbows before with zero fail rate. The recommendation to have the joint exposed is just that, a recommendation. ;). In your instance I would, if your going to cut out the damaged section, just cut enough to be on clean pipe, and use two 90bends with a straight bit of pipe between them. 

Link to comment

Should have added that this pipe will tolerate crazy pressure, and yours will only ever see <3 bar max, 1.5 bar nominal which is nowt. 

Link to comment

Hi @oranjeboom, feel for you there, I guess the anger has subsided now.  That must be taking ages to do and its hardly exciting work.  Just when you want to be going forward you end up backtracking a bit.

 

Like you say - good tradespeople are rare as hell.  I normally do everything myself - I find it less stressful, but the trade off is more time.

 

If you were close by I'd come and help for a few hours.

 

 

Link to comment
16 minutes ago, Triassic said:

We had the same problem about ten years ago when doing a major renovation on a previous  property. Although our bodgit builder had marked levels, his concreteing gang mainly ignored them. We considered grinding off the high spot and filling the low spots, however having talked to the tiler who was going to tile some of the floors, we went with his recommendation to tile the whole lot. He used a sand and cement mix (as used by the Victorians prior to modern adhesives). He guarrenteed that none of the 900 x600 slate tiles would come up and none did.  He started his setting out at the highest point and worked everything back from there. Our UFH worked a treat with the slate, always warm feet.

Plenty of Bodgit Builders around unfortunately. I have no choice but to grind down with my thresholds, so hopefully no more loops to discover.

 

19 minutes ago, Nickfromwales said:

I wouldn't cut that pipe tbh. Is it Pex-al-pex? The grey shadow you can see is probably the aluminium layer, so the only bit compromised is the outer sheath. 

Id buy an external cable resin kit and pour a mould around the affected area to fortify where the sheath is damaged. You could even just back fill that whole trench with the resin, which imo would be infinitely better than cutting and jointing the pipe. 

FYI ive cut, joint and buried ufh couplers and elbows before with zero fail rate. The recommendation to have the joint exposed is just that, a recommendation. ;). In your instance I would, if your going to cut out the damaged section, just cut enough to be on clean pipe, and use two 90bends with a straight bit of pipe between them. 

It's Pert-al-Pert (Wunda) so would a resin kit work with that also? Something like this? https://www.tlc-direct.co.uk/Products/WKMG300.html?source=adwords&ad_position=1o4&ad_id=45425533757&placement=&kw=&network=g&matchtype=&ad_type=pla&product_id=WKMG300&product_partition_id=174057604147&test=finalurl_v2&gclid=EAIaIQobChMIpp-37r-M2gIVybztCh09JwCHEAQYBCABEgKNA_D_BwE

 

I have about 6bar mains pressure so that should test any repairs nicely, but maybe I should actually test with warm water at say 30 degrees? Means I better get my UVC and boiler choices decided!

 

 

Link to comment
4 minutes ago, CC45 said:

Hi @oranjeboom, feel for you there, I guess the anger has subsided now.  That must be taking ages to do and its hardly exciting work.  Just when you want to be going forward you end up backtracking a bit.

 

Like you say - good tradespeople are rare as hell.  I normally do everything myself - I find it less stressful, but the trade off is more time.

 

If you were close by I'd come and help for a few hours.

 

 

Thanks for the offer of help. The annoying thing is that it's taken 4yrs to get to this stage. The Mrs wants me to get trades involved to speed things up and then this happens! I was going to go do this with the help of my neighbour and do it a room at a time with screed bars in place. A lot slower, but we would have had the whole place done in a couple of weeks max and there wouldn't have been any bodges/remedial work 6m later! Yes, the anger subsided. Just hope I never see the prat in person as something may fuse in my head all of a sudden causing my fist to land on his face!

 

Link to comment

Pointless testing with warm water tbh. 6 bar is 4 times the working pressure of the UFH system so if that holds then anything the system can chuck at it will hold too. Just make 100% sure the system contains a 3 bar PRV on the primary side and away to go. I honestly think you'll do more harm than good cutting into that pipe. 

That magic gel doesn't specifically state that it sets solid, which is what you'll need for the pipe repair. The manufacturer may be able to tell you, but won't endorse its use for this scenario. 

Me personally, if it were my house, id just backfill with a pissy mix of strong concrete or even a self levelling compound first ( up to a depth of 50mm ) and then screed over the repair. Your only looking to stop any expansion of the pipe tbh, so a few tight turns of PVC tape, 3-4 max to ensure the aluminium NEVER gets into contact with the concrete / other and you'll be fine. 

Oh, and the guy who did your concreting is a penis. :( 

Link to comment

if he spots you first I guess he will make a sharp exit - before you see him.

 

I get frustrated with my slow progress but at least I move forward - mm by mm mind.

 

Wouldn't an sds drill be quicker to chisel out the pipe?

Link to comment

-Service temperatures: 40°C - 95°C. 
-Maximum working pressure: 10bar
-Five-layer composite pipe. 
-Combines the benefits of both metal and plastic pipes. 

 

 

Sounds like you've just removed the protective outer layer. 

 

You'll need to check with the substance you use too, that its not going to dissolve the outer material of the pipe. @JSHarris territory there :) 

Link to comment

PEX is pretty resistant to most things.

 

FWIW I'd not cut the pipe and fit a joiner, I'd make up a small mould around the affected area and pour in some two pack PU potting compound.  That#s good enough to seal up high voltage underground electrical connections, and will be a belt-and-braces job around that scuffed section.

 

There are loads of places that sell the two pack PU resin, and it's all pretty much the same.  It has a little bit of "give" in it too, so won't be bothered by any slight expansion as the pipe warms up.

 

If your stuck for a supplier, then try Rapid: https://www.rapidonline.com/robnor-el116h-bk-500-thermal-conductive-polyurethane-resin-500g-87-0224

 

or TLC: https://www.tlc-direct.co.uk/Products/SWJKRESIN.html

 

You'll probably need a couple of the TLC kits, maybe three, to get enough resin to fill the mould.  Make the mould as tight to the pipe as you can - it it were me I'd try and make a mould from a bigger bit of pipe with a slice cut off, slid over the UFH pipe with the top open and the ends taped tight to the UFH pipe to stop the resin leaking out.

  • Like 1
  • Thanks 1
Link to comment
39 minutes ago, oranjeboom said:

The Mrs wants me to get trades involved to speed things up and then this happens!

 

I know exactly what you mean. I've been repeatedly disappointed with the work of experienced tradespeople, even when they come highly recommended from friends and family. I can't say that we had anyone on site where I felt completely happy with their work, except maybe our electrician and the guys that did the screeding in a couple of downstairs rooms. 

 

I've become so disillusioned that I'm trying to finish the work myself, but I'm very slow and often not very good. I don't know what the solution is, but I feel for you (if it helps, I spent around 10 hours last weekend rectifying the plasterboarding in our garage, due to the boarders not listening to the one simple instruction I gave them).

  • Like 1
Link to comment
Just now, jack said:

I've become so disillusioned that I'm trying to finish the work myself, but I'm very slow and often not very good.

 

 

That's exactly what I've been doing, and equally I'm REALLY slow, so jobs seem to take forever.  The upside is that if there are any screw ups I've only myself to blame.......................

 

Link to comment

I’m in the best doing it your self camp, but my wife wants things done quicker. I’m currently fixing the reinforment steel for my basement, I’ve got two local guys helping me, they weren’t impressed when I insisted they get into their waterproofs and get stuck into some work during two hours of heavy rain this morning. Apparently I’m a slave driver!

  • Haha 1
Link to comment

they could always hide somewhere and not get paid.....  Why did they bring water proofs if they didn't expect to use them?

 

Farming in my blood - weather doesn't bother or stop me (unless its a howling gale - its the wind rather than the rain) - good luck with it.

Link to comment

This morning's daft musing...

 

If you lay a wet concrete slab with the UFH pipes empty are they more likely to float up as opposed to if water filled?

Link to comment

The UFH pipes needs to be filled when pouring the slab anyway (manufacturers instructions). I'm guessing that the problem in this instance was insufficient staples/fixings to hold down the pipe.

 

I know it's not much help in this instance but you have to try and not mix diy work with contractors if you want to be able to have some comeback. Bodgit builder will have a ready made excuse that he didn't prep the floor if you ever try to sue him.

  • Like 1
Link to comment

Hi Erwin, I'm really sorry to hear of your problems. Crap workers is why it's taken us eight years to finish ours. Even amateurs like me can do a better job than some of the 'professionals' out there. Hope you can track him down and get something back through the small claims court.

Link to comment

In Spain to get away from it all at the moment so not had time to reply until now. Found a lovely renovation project here....not told the wife yet! Better get the house completed when I get back first!

 

On 27/03/2018 at 13:45, Nickfromwales said:

Pointless testing with warm water tbh. 6 bar is 4 times the working pressure of the UFH system so if that holds then anything the system can chuck at it will hold too. Just make 100% sure the system contains a 3 bar PRV on the primary side and away to go. I honestly think you'll do more harm than good cutting into that pipe. 

That magic gel doesn't specifically state that it sets solid, which is what you'll need for the pipe repair. The manufacturer may be able to tell you, but won't endorse its use for this scenario. 

Me personally, if it were my house, id just backfill with a pissy mix of strong concrete or even a self levelling compound first ( up to a depth of 50mm ) and then screed over the repair. Your only looking to stop any expansion of the pipe tbh, so a few tight turns of PVC tape, 3-4 max to ensure the aluminium NEVER gets into contact with the concrete / other and you'll be fine. 

Oh, and the guy who did your concreting is a penis. :( 

Thanks Nick et al. Looks like I won't go cutting the pipe.  Will see what other shit I find when the other floors are scraped flat etc.

 

On 28/03/2018 at 07:36, bassanclan said:

The UFH pipes needs to be filled when pouring the slab anyway (manufacturers instructions). I'm guessing that the problem in this instance was insufficient staples/fixings to hold down the pipe.

 

I know it's not much help in this instance but you have to try and not mix diy work with contractors if you want to be able to have some comeback. Bodgit builder will have a ready made excuse that he didn't prep the floor if you ever try to sue him.

 

 

Yes, pipes were fully purged prior to concrete pour - I worked through the whole night to make sure everything was ready to go, cable ties added where needed, all tails cut, sufficient chairs to support mesh. I have plenty of pics to prove that the issue was not to do with not enough cables ties. And all the pipes dug up so far indicate the the pipes were still cabled to the mesh. The manner in which he poured the concrete meant that the concrete forced the mesh up, particularly in the corners of a room. And rather than trying to push it back down again, he'd just pour in some more to cover up the mesh, never mind that the level was now far too high. I also think he was pushed for time to get the pour done in 2hrs, so he didn't want to be faffing with rising mesh. But really annoying that he did not at least alert me of the issue as I could have been rectifying the issue at the time rather than now!

 

On 28/03/2018 at 09:12, PeterStarck said:

Hi Erwin, I'm really sorry to hear of your problems. Crap workers is why it's taken us eight years to finish ours. Even amateurs like me can do a better job than some of the 'professionals' out there. Hope you can track him down and get something back through the small claims court.

I won't tell the wife that this could take me another 4yrs then!! Going to see what the bill comes to before I decided whether to employ the services of a PI.

 

On 27/03/2018 at 13:46, CC45 said:

 

Wouldn't an sds drill be quicker to chisel out the pipe?

Would be quicker, but also quicker to seriously dent/damage the pipework that way.

 

On 28/03/2018 at 09:32, Onoff said:

With the Polypipe trays the UFH pipes go UNDER the A142 mesh.....

 

That's a really helpful comment Onoff!! Let me go and start again....:P

 

 

 

Nice not to be on site at just ponder over solutions from afar and decide whether to go for a mould approach or 'tape'n'concrete.

 

I've been wondering whether it's worth getting some sort of humidity sensor that I can insert next to the pipework before I concrete/screed it over so that I can take measurements maybe every month or so to ensure everything is stable? Obviously if there is ever a leak in that location in future, it would have to be dug up, but at least I would know sooner than later and get the repair completed.

 

 

Link to comment

Create an account or sign in to comment

You need to be a member in order to leave a comment

Create an account

Sign up for a new account in our community. It's easy!

Register a new account

Sign in

Already have an account? Sign in here.

Sign In Now
×
×
  • Create New...