As a basis for the foundation conditionally accepted loam. The depth of laying the foundation adopted on the basis of soil freezing in Kiev and space-planning solutions building.
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4.2. Foundations
The project adopted monolithic concrete foundations, made on a series of 1,412. The choice of brand foundation conducted cross-sectional view of the columns and the depth of soil freezing in Kiev.
The project adopted the following brands foundations:
1. Column footings with the axis "A" accepted type "B", the size pidkolonnyka 1200x1200 and sole 1800x1800 brand ФБ2-1.
2. Column footings with the axis "D" adopted type "B", the size pidkolonnyka 1500x1200 and sole 2400x1800 brand ФВ4-1.
3. Column footings with the axis «Н» accepted type «B», the size pidkolonnyka 1200х1200 and sole 1800х1800 brand ФБ2-1.
4. The bases under half-timbered columns span "A-K" made of the "B", the size pidkolonnyka 1200x1200 and sole 1800x1800 brand ФБ2-1.
5. The bases under half-timbered columns span "L-H" accepted type "A", the size pidkolonnyka 900x900 and sole 1500x1500 brand ФА1-1.
Specifications foundation elements
Table 4.1.
Pos..
Marking
Name
number.
mass. units. kg
Note
1.412
ФБ2-1
2,7/135
1.412
ФВ4-1
3,6/180
1.412
ФБ2-1
2,7/135
1.412
ФБ2-1
2,7/135
1.412
ФА1-1
1,6/80
конструктив
конструктив
5,34/268
конструктив
конструктив
4,2/208
конструктив
конструктив
5/249
конструктив
конструктив
7,8/391
конструктив
конструктив
3,3/166
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4.3. Bases joists
To reliance self-supporting panel walls in the draft adopted precast concrete foundation beams to step 6 columns on a series of 1,415.
For foundation beams relying on the foundation provided concrete column cross section 0,3h0,6 m. And edged at around -0.480 m.
For foundation beams arranged horizontal waterproofing thickness of 30 mm. Collar is made of cement-sand mortar of 1: 3. After laying foundation beams during beam trough trench filled with soil.
Marks foundation beams are defined based on the type of wall conditions, thickness, height and size pidkolonnyka.
Specification items foundation beams
Table 4.2.
Pos..
Marking
Name
number.
mass. units. kg
Note
1.415
ФБ 6-2
0,52/33
1.415
ФБ 6-3
0,49/31
1.415
ФБ 6-4
0,46/26
1.415
ФБ 6-5
0,45/26
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4.4. Colums
The project marks the columns taken based on the height of the room, move columns, lifting the availability of transport equipment.
Columns extreme flight series for "A-K" series taken by 1,424,
cross-sectional size 400x600 mm mark 1KK96-1 for flight " Л-Н " series taken by 1,423, the cross-sectional size 300x500 mm mark 2K72-1,
Columns middle row taken by 1,424 series, cross-sectional size 400x700 mm mark 10KK96-1.
Frameworks column front wall made by a series of 1,427 for flight
"A-K" cross-sectional size 500h400 mm mark 8KF121-1 for flight " Л-Н " cross-sectional size 400h300 mm mark 6KF85-1.
Main deeper into the glass column foundation and connected to the foundation by monolith concrete to gravel. Frameworks columns connected to the foundation platform-junction by means of bolts.
Specification elements of columns
Table 4.3.
Pos..
Marking
Name
number
mass. units. kg
Note
К1
1.424
1КК96-1
2,4/114
К2
1.423
2К72-1
1,3/54,1
К3
1.424
10КК96-1
3,4/178
К4
1.427
8КФ121-1
2,2/111,9
К5
1.427
6КФ85-1
0,95/61,4
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4.5. Crane beams
Overhead crane moves on tracks, assigned to the crane beams taken on a series of 1,426. Crane beams, columns fit on the console and connected them with anchor issues. Between a connecting beam welding mortgage details.
Specification items crane beams.
Table 4.4.
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