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SCIENTIFIC-TECHNICAL CENTER » BRIDGE ENGINEERING

Technical examination of bridges and viaducts

 
OVER BYPASS BRIDGE
 
SUPERSTRUCTURE BRIDGE
 
SUPERSTRUCTURE BRIDGE SPL
 
SUPERSTRUCTURE BRIDGE A
 
SUPERSTRUCTURE BRIDGE B
 
SUPERSTRUCTURE BRIDGE C
 
SUPERSTRUCTURE BRIDGE D
 
SUPERSTRUCTURE BRIDGE E
 
SUPERSTRUCTURE BRIDGE SPLZ

General information on the calculated traffic construction

 

Full title

according Infomap

PC

Number

span

buildings

Min.

width,

m

Overall

length,

m

scheme

Count

supports

Count

bands

overpass C1

№1 transport interchange

95 + PC1 - PC3 + ​​40

1

11.3

135

40h40h55

4 * 2 = 8

1

overpass C2

№1 transport interchange

PC2 + 95 - 90 + SC6

2

PS1

11.3

295

45 + 55 + 3h65

6 * 2 = 12

1

PS2

11.3

90

2h45

2 * 3 = 6

1

Bridge

PK19 + 58 - + 02, PK20

1

24

34

1h33

2 * 4 = 8

4

viaduct

PK38 + 33 - 71 + PK45

3

PS1

23.8

252

3h63 + 62.9

5 * 4 = 20

4

PS2

23.8

238

62.9 + 48.9 + 2x63

5 * 4 = 20

4

PS3

23.8

236

62.85 + 110 + 63

4 * 2 = 8

4

Bridge

PK47 + 23 - 66 + PK47

1

24

34

1h33

2 * 4 = 8

4

Bridge

PC 49 + 85 - PK 54 + 61

1

24

462

+ 3h42 4h63 2h42 +

9 * 4 + 5 = 41

4

viaduct

№2 transport interchange

PK56 + 42 - PK58 + 56

1

13

214

42 + 2x63 + 42

5 * 2 = 10

2

overpass transport

interchange near №2

existing road

PK57 + 30 O.Kh.

1

12.2

189

3h63

4 * 2 = 8

1

 

 

List of normative documents:

• SNIP 2.01.07-85 Loads and effects;

• SNIP 2.05.03-84 * (2000, 2008) Bridges and pipes;

• SNIP II-7-81 * (2000) Construction in seismic areas;

• GOST R 52748-2007 Highway public.

   Regulatory load calculation circuit loading

   and approach dimensions.

 
BLOCK DIAGRAM
 

Loads and effects:

• Constant :

own weight of the structure, the weight of the barrier and railing, noise screens, lighting poles, viewing moves and wastewater systems;

• Loads of pedestrians;

• Moving loads :

AK 14 (distributed and lumped components)

NK 100 (single and double);

• Seismic action in all directions.

 
 
 
 
 
 
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