Tuesday, July 22, 2008

[papercreters] Re: preecast rcc beam column and slabs actual problems and costing for use

Hello himanshu,

I'm a little confused.

Can you please provide a list of short questions?

If you are using language translator software, please be patient. It
may take a few messages for us to understand each other, but I will
do my best to help you.

Where are you?

Have you mixed any papercrete yet?

--- In papercreters@yahoogroups.com, "himanshu.1973"
<himanshu.1973@...> wrote:
>
> in treditional civil construction the cast in situ work of beam
column
> lintel take so many times so if there is some practical option if
> clolums will come preecast 'wall made at site then lintel preecast
> then lofft chajja also preecast and at last the slab and the slab
> beams will make preecast so there is so many savings of time and
how
> much the costing will rise for this preecast work
> if we do cast in situ thier is labour and matereial
at
> site and if this is made at factory the less labour less curing
and
> more costing of lifting this preecast section with lift and placing
> labours
> if u have experience of doing this type of work i
need
> details of practical difficulties coming for this work and costing
> calculaions
> thank u my engineers frends
>

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