Architectural design
Architectural and construction part of a new trade port
was estimated with regards of:
- Climate conditions of construction site in Krasnodarsky
krai at the Black sea shore;
- Engineering-geological investigations at construction site;
- Local catalogues of constructions and products for industrial
and civil construction issued by construction organizations
of Krasnodarsky krai.
Table 22 shows initial engineering data according to climate
conditions.
Table 22.
| ¹ |
Index |
Unit |
Scale |
Document |
| 1 |
Climate zone |
- |
III Á |
SNiP 23-01-99 pic.1. page 51 |
| 2 |
Zone by climate influence to technical products and
materials |
- |
II9 |
GOST16350-80 Drwg 1 |
| 3 |
Standard value of wind stress (II wind zone) |
Kpa |
0,48 |
SNiP2.01.07-85* it. 6.4, table 5 Map
3 |
| 4 |
Standard value of snow cover weight for 1.2 m of horizontal
land (II snow zone) |
Kpa |
0,7 |
SNiP 2.01.07-85 it. 5.1, table 4 map
1 (new) |
| 5 |
Ambient temperature of coldest five days period |
îÑ |
-19 |
SNiP 23-01-99 table 1 |
| 6 |
Ãëóáèíà ñåçîííîãî ïðîìåðçàíèÿ clay soil and loamy soil |
m |
0,8 |
Asp per engineering and geology investigations |
| 7 |
Seismic zone:
For wide construction -
For highly important and specially important buildings
|
grade * |
8
9 |
SNIP II-7-81 considering amendment
¹5 dated 27.12.1999 ã. |
* Seismic intensity as per MSK scale - 64
Engineering-geological investigations information is in
chapter “Natural conditions” volume ¹3 archive ¹ 53-01-3.
List of main buildings and facilities
New cargo regions set up will require a number of industrial,
maintenance and auxiliary buildings to be constructed.
- Following are the main of them:
- Open air stores for cargo of outdoor storage equipped by
up to date carpeting of reinforced concrete slabs allowing
not less than 20 t/m2 stress, a system of close conveyors,
platforms for discharging carriages, vehicles and drenching
system.
- Covered store platforms
- Tank field
- Storage for condensed gas
- Maintenance buildings with canteens and other auxiliary
rooms
- Transforming sub station, pumping stations of rain and industrial
drains, recipients of rain water and other structures;
- Gas operating boiler stations;
- Workshops and garages for small-scale mechanization;
- Special buildings;
- Engineering nets (outside and inside)
- Tourist complex, hotel with marine for 500 yachts and golf-club
(Tuzla dam region);
- Entertainment complex of Disney-land type (Tuzla dam region);
- Marine archeology museum (Tuzla dam region);
- Fish farm for particular valuable species.
Construction of above-mentioned facilities is planned to be
done by individual drawings using up-to date construction
materials and technological equipment.
Foundation of buildings and facilities
Erection of foundations for buildings and facilities is considered
after completion of initial construction work.
Foundations are piles-supported mass reinforced concrete frameworks
(cape Panagueia region). Construction of piles-supported foundations
and piles length is conditioned by availability of swelling
soil and necessity to fix piles into lower soil layers in
order to prevent uplift of foundations due to their swelling.
Between soil surface and lower frameworks surface there would
be a gaping equivalent to soil rise when it is soaked wet.
Earth foundation is supposed only for steel cylindrical oil
and gas reservoirs and liquefied gas reservoirs, and it will
be established by mix of non-swelling soil and macadam. Besides,
under foundations damp-proof layer made of special material
is presupposed.
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