chekre
Structural
- May 8, 2013
- 173
hi guys,
during the concrete pouring of a reinforced concrete slab (the volume poured was 650m3 - quite big), and after 14 hours of work, the pump machine stopped and the contractor didn't have any plan B since he didn't have any other pump to replace the old one. The remaining volume was around 80m3.
it was too late for a construction joint since concrete was everywhere (the slump was around 20cm so u can imagine that we couldn't retain the concrete mass).
what we did is that we continued with a basket using the crane at the site but it was too slow since the basket capacity was around 0.5m3.
I was afraid of a cold joint formation so i asked a worker to pass each 2 hours and to vibrate for some seconds the unfinished concrete while waiting the basket to put the final concrete layer above it. (i dont know if i explained well the situation).
anyway, it was a mess. i will ask for a load test in the upcoming days.
wanted to share this with you and take your opinions about what to do in such cases !
Thanks
during the concrete pouring of a reinforced concrete slab (the volume poured was 650m3 - quite big), and after 14 hours of work, the pump machine stopped and the contractor didn't have any plan B since he didn't have any other pump to replace the old one. The remaining volume was around 80m3.
it was too late for a construction joint since concrete was everywhere (the slump was around 20cm so u can imagine that we couldn't retain the concrete mass).
what we did is that we continued with a basket using the crane at the site but it was too slow since the basket capacity was around 0.5m3.
I was afraid of a cold joint formation so i asked a worker to pass each 2 hours and to vibrate for some seconds the unfinished concrete while waiting the basket to put the final concrete layer above it. (i dont know if i explained well the situation).
anyway, it was a mess. i will ask for a load test in the upcoming days.
wanted to share this with you and take your opinions about what to do in such cases !
Thanks