KateP
Civil/Environmental
- Mar 25, 2009
- 28
Has somebody got experience in works on container terminal floor's concrete / construction?
In specyfication which I've got from investor it is shown only how:
1/ thick the floor should be: 0,35 m,
2/ surface appearance should be: smooth without air bladders
What about dilatation joints for floor with area of 16 000 m^2 (approx. 350 x 45 m). What about mix concrete, cement (CEM I, CEM III according to EN 206-1), consistency, and concrete works - there are/ would be sth which surpriese me during the concreting process?
Give some experiences if You have got.
In specyfication which I've got from investor it is shown only how:
1/ thick the floor should be: 0,35 m,
2/ surface appearance should be: smooth without air bladders
What about dilatation joints for floor with area of 16 000 m^2 (approx. 350 x 45 m). What about mix concrete, cement (CEM I, CEM III according to EN 206-1), consistency, and concrete works - there are/ would be sth which surpriese me during the concreting process?
Give some experiences if You have got.
