ambesan2019
Civil/Environmental
- Mar 19, 2025
- 2
Hi All,
I am designing a RC support (see attached) for 600 dia. ductile iron carrying sewage water from pumping station. Mostly pipe is aligned upward on embankment at slope 8%. I understand that for before casting concrete foundation, we would need to place the pipe on temporary support. Can anybody advise considering the shape of footing and reinforcement in upright portion of pipe support how this foundation can be casted and what precautions to be taken? Thanks.
I am designing a RC support (see attached) for 600 dia. ductile iron carrying sewage water from pumping station. Mostly pipe is aligned upward on embankment at slope 8%. I understand that for before casting concrete foundation, we would need to place the pipe on temporary support. Can anybody advise considering the shape of footing and reinforcement in upright portion of pipe support how this foundation can be casted and what precautions to be taken? Thanks.