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sc«Institute Giprostroymost - Saint-Petersburg»
ARCH BRIDGES
� GENERAL DESIGN
� DEVELOPMENT OF CONSTRUCTION TECHNOLOGY
OF BRIDGE AND TRANSPORT STRUCTURES
� DEVELOPMENT OF PROJECTS FOR SPECIAL
AUXILIARY STRUCTURES AND DEVICES (SAС&D)
� DEVELOPMENT OF METHOD STATEMENTS (MS)
� DEVELOPMENT OF CONSTRUCTION
METHOD STATEMENTS (CMS)
� DEVELOPMENT OF PROJECTS FOR
RENOVATION AND REPAIR OF BRIDGE
AND TRANSPORT STRUCTURES
� DESIGN OF MONITORING SYSTEMS FOR
COMPLEX ENGINEERING STRUCTURES
� SOPHISTICATED ENGINEERING ANALYSYS
� AERODYNAMIC ANALYSYS
� DEVELOPMENT OF TECHNICAL AND
ECONOMIC FEASIBILITY STUDY
� FINANCIAL ESTIMATES
� PREPARATION OF TENDER DOCUMENTATION
� ENGINEERING SUPERVISION
� PROTECTION OF INTELLECTUAL
PROPERTY ARTICLES
� CONSTRUCTION
� DESIGN OF TECHNOLOGICAL SOLUTIONS FOR
OBJECTS OF NUCLEAR POwER ENGINEERING
AND INDUSTRY AND ITS COMPLEXES
� DEVELOPMENT OF JUSTIFICATION OF
RADIATION AND NUCLEAR PROTECTION
� highway bridges
� railway bridges
� combined bridges
� highways
� streets and road interchanges
� viaducts и flyovers
� transport tunnels
� underground structures
� embankments and mooring berths
� retaining walls
� reinforced mounds
� buildings and structures of different heights
� sophisticated floors of buildings and structures
� foundations in complex environment
� DESIGN
OUR EXPERTISE
3
ARCH BRIDGES
BRIDGE OVER THE IRTYSH RIVER NEAR KHANTY-MANSIYSK
KHANTY-MANSIYSK
BRIDGE OVER THE IRTYSH RIVER NEAR KHANTY-MANSIYSK
DESCRIPTION
Construction of the bridge over the Irtysh River on the road Khanty-Mansiysk – Nyagan in the area of the city
of Khanty- Mansiysk - Talinsky settlement
� bridge diagram: 3х70.0+94.5+136.5+231.0+136.5+94.5+5х70.0+49
� bridge full length – 1315.9 m
� dimensions -11.5+2х1.5 m
� transversal girders: the central part is a continuous combined system of the length of 693 m with the diagram
94.5+136.5+231.0+136.5+94.5 m, wherein the main span L=231 m with a roadway below is a continuous
braced arch with a flexible tie and lattice beam superstructures symmetrically integrated with it, passing into
full-wall beams with a roadway above at the end spans. The elements of the main trusses of adjacent spans are
the support and the truss rod of full-wall beams.
� height of the superstructure in the middle of the arched bridge - 42.7 m
� arch height - 42.7 m
� roadway - orthotropic plate
� approach flyovers – full-wall metal beam superstructures
� roadway on orthotropic plate
� total weight of steel structure - 11000 tss
scope of works
� design of construction technology
� design of sAC&D
� design of Method statement
� afloat transportation of arch span
� different kind of analysis
� field supervision
Customer
Administration of the Khanty-Mansiysk Autonomous District
JsC «Transmost»
General contractor
JsC «Mostostroy No 11»
Design period
2001 - 2004
Construction period
2002 - 2004
5
ARCH BRIDGES
BELYAYEVSKY BRIDGE OVER THE BOLSHAYA OKHTA RIVER
SAINT-PETERSBURG
description
The bridge on the ring road around saint-Petersburg in
the area from Priozersky highway to «Rossiya» road»:
the section from Rzhevka to shafirovsky prospect (PK
750+00 - PK 795+72.43). Lot 5. The bridge consists of
two parallel narrow bridges, each of which consists of
two parts along its length: continuous steel-reinforced
concrete superstructure 48.4 + 63.0 + 48.4 m and an
arch span without transferring the bearing reaction on
pier, with a design span of 161.4 m. The arch span is a
«rigid arch» combined system without horizontal thrust,
with a «flexible tie», and with a roadway on bottom boom.
� clear headway of bridge - Г (2.0 +2.0 +4х3.75+2.0)
� camber of arch - 30 m
� height of binding beams - 2 m
� weight of steel structure - 1762.7 t
� volume of reinforced concrete slab – 1191 m3
� total length of cables - 10503 m
� weight of cables - 12.3 t
� «Maurer sohne» bearing members with
a loading capacity of 2000 t
BELYAYEVSKY BRIDGE OVER THE BOLSHAYA OKHTA RIVER IN SAINT-PETERSBURG
scope of works
«Working documentation» stage
� general design
� development of architectural solutions
� design of main structures
� design of construction technology
� design of sAC&D
� Method statement
� Construction Method statement
� field supervision
Customer
FsI «Directorate for Construction
of vehicle by-road of the city of st. Petersburg»
JCs «Mostootryad No 19»
JsC «Mostostroy No 6»
Design period
2003 – 2006
Construction period
2004 – 2008
7
ARCH BRIDGES
KAZAKHSTAN
BRIDGE OVER THE ISHIM RIVER IN ASTANA
BRIDGE OVER THE ISHIM RIVER IN ASTANA
description
City bridge over the Ishim river with 8 traffic lanes.
Clear roadway of bridge - Г (0.5 x 3 + 4.5 +2.0 +4 x 3.5 + 0.5) + two sidewalks of 3 m each. Over-water
length of the bridge is overspanned by an arch span with a design span of 151.2 m. This arch span is a
combined system without horizontal thrust with a roadway on bottom boom – a flexible arch with a rigid tie.
The arch thrust is taken by the tie. The camber of arch is 30 m.
The arch is combined with the roadway by means of a flexible suspension system, where the suspension system
consists of two planes in each arch. The arch is a doubled arch in its cross-section and consists of two arches
inclined to the vertical at an angle of about 30°.
The inclined arches are combined with each other by means of rigid spacers in order to provide from plane stability.
The arches support the steel-reinforced concrete roadway by means of hangers. The height of binding beams is 3 m.
The hangers are cable-stayed elements consisting of 12 strands made by monostrand technology.
� diagram of the over-water length of the bridge – 35.5+150.0+31.9 m
� bridge roadway width - 32.8 m
� total weight of metal - 2448 t
� total volume of roadway reinforced concrete slab - 1340 m3
� weight of cables - 16 t
� «Maurer sohne» bearing members with a loading capacity of 2900 t
scope of works
� development of architectural solutions
� structural design of superstructure
� design of construction technology, sAC&D
� preoperational inspection and tests
� field supervision
Customer
NPO «Mostovik» LLC
Design period
2004 – 2005
Construction period
2004 – 2006
9
ARCH BRIDGES
BRIDGE OVER THE MOSKVA RIVER IN THE TOwN OF ZHUKOVSKY
MOSCOw
BRIDGE OVER THE MOSKVA RIVER IN THE TOwN OF ZHUKOVSKYDESIGN PROPOSAL
description
The bridge over the Moskva River as part of the project of construction
of the approach to the town of Zhukovsky (Flight Research Institute
named after M.M. Gromov) of M-5 «Ural» highway. The highway
bridge with a continuous steel-reinforced concrete superstructure.
� bridge diagram: 40+60+60+165+40 m
� central navigation span of the length of 165 m – arch span
� suspensions of the arch span are made in the form of cables
� bridge full length – 420 m
� bridge width – 43.5 m
scope of works
� development of options for architectural solutions
� development of options for design solutions
� development of sAC&D
� development of Construction Method statement
� design of lighting and power supply
� development of estimate documentation
Customer
«Mosavtodor» Highway Administration of the Moscow region
CJsC «Petersburg Dorservice»
Design period
2007 - 2008
11
ARCH BRIDGES
RAILwAY «AMERICAN» BRIDGES
SAINT-PETERSBURG
description
Reconstruction of railway bridges over the Obvodny
canal in the direction of Moscow of Octaybrskaya Railway
in saint-Petersburg.
Five railway bridges:
� one single-track bridge - letter «Г»
� three two-track bridges - letters «А», «Б», «В»
� one vehicle passway combined for a single-track
railway - letter «E»
The bridge superstructures are made in the form
of combined arched metal superstructures without
transferring the bearing reaction on pier, with a roadway
on bottom boom.
Design span is 100 m. The camber of arch is 20 m.
The cross section of the superstructure consists of
two arches combined by the system of longitudinal and
transverse braces.
Basic parameters for two-track bridges:
� design span - 100 m
� camber of arch - 20 m
� distance between the arches - 10.5 m
� weight of steel structures - 1290 t
� volume of mallet plate’s reinforced concrete - 415 m3
Basic parameters of single-track bridge:
� design span - 100 m
� camber of arch - 20 m
� distance between the arches - 6.1 m
� weight of steel structures - 770 t
� volume of mallet plate reinforced concrete - 245 m3
Basic parameters for combined bridge:
� design span - 100 m
� camber of arch - 20 m
� distance between the arches - 12.7 m
� weight of steel structures - 1360 t
� volume of mallet plate reinforced concrete - 510 m3
RAILwAY “AMERICAN” BRIDGES OVER
THE OBVODNY CANAL IN SAINT-PETERSBURG
The roadway of bridges is a flooring metal plate in the
thickness of 12 mm with a cast reinforced concrete
slab of mallet plate laid on the top of it. The flooring
plate is reinforced by longitudinal ribs on the side
of the reinforced concrete slab. These longitudinal
ribs put reinforced concrete slab into cooperation
with the flooring metal plate. The design load is С14.
The reconstruction of bridges meant the
replacement of old superstructures with the new
ones for increasing the traffic capacity of the
embankment and enhancing the architectural
attraction of the structure:
� span length was increased from 50 to 100 m
� under clearance was increased up to 5 m
scope of works
� development of architectural solutions
� design of bridge main structures
� design of construction technology
� design of sAС&D
� design of Method statement
� design of existing bridge unbuttoning
� scientific and technical support
� field supervision
Customers
JsC «Russian Railways»
JsC «Lengiprotrans»
General contractor
sMT-1 of JsC «RZDstroy»
JsC «Mostostroy No 6»
Design period
2006 - 2007
Construction period
2007 - 2009
13
ARCH BRIDGES
RECONSTRUCTION OF BRIDGE OVER THE VUOKSA RIVER
LENINGRAD REGION
RECONSTRUCTION OF BRIDGE OVER THE VUOKSA RIVER
PROJECT DESCRIPTION:
Reconstruction of the bridge over the Vuoksa River regarding the project:
«The motor road from saint-Petersburg through Priozersk, sortavala to Petrozavodsk, including the
constructed section from saint-Petersburg Ring Road through skotnoe to Magistralnaya motor road at
the section km 57+550- km 81+000, Leningrad Region.»
� bridge diagram (for each direction) – 1 x 73.0m
� bridge length – 28m
� bridge roadway overall dimension – 2(Г-9)+2х5m
� total weight of steel (superstructures) – 850 tons
� reinforced concrete slab of superstructures – 260.2+252.3=512.5m³
� total volume of reinforced concrete – 593.8m³
wORK ON PROJECT:
� development of architectural solutions
� designing of main structures (design documentation and working documentation)
� designing of technology of construction
� designing of sAs&D (design documentation and working documentation)
CLIENTE:
«sevzapupravtodor»
GENERAL CONTRACTOR:
JsC «VAD»
DESIGN PERIOD:
Design documentation – 2011 – 2012
Working documentation – 2014
CONSTRUCTION PERIOD:
2014 – 2015
15
ARCH BRIDGES
SAINT-PETERSBURG
TRAFFIC INTERCHANGE IN THE KRASNOGVARDEYSKAYA SQUARE IN SPb
TRAFFIC INTERCHANGE IN THE KRASNOGVARDEYSKAYA SQUARE IN SAINT-PETERSBURGDESIGN PROPOSAL
DESCRIPTION
The architectural concept of the construction of the interchange in the Krasnogvardeyskaya square
in saint-Petersburg.
� total length of the section - 355.1 m (along the base line of the route)
� total length of the bridge structure - 266.7 m (along the base line
of the route) + 89 m (along the ramp)
� length of retaining walls - 131.9 m
� width of structure - 24.64 m (4 traffic lanes)
� width of structure - 28.14 m (5 traffic lanes)
� total area of structures (flyover, retaining walls) -
7617.6 m2+507.7 m2 of wall
� amount of reinforced concrete work (flyover, retaining walls) -
18930 m3
� weight of high-tensile reinforcement - 172 t
� number of cables - 250 cables (8.2 t)
� height of retaining walls over the ground surface - up to 4.2 m
� maximum longitudinal slope - 4%
scope of works
� design of the bridge over the Bolshaya Okhta river
� pre-design proposal for the construction of a bridge in the line of
Tulskaya street and Yakornaya street
Customer
The Committee for the development of the transport infrastructure
of saint-Petersburg
FsUE «Giproinzhproekt»
Design period
2010 - 2011
17
ARCH BRIDGES
TURKMENISTAN
ARCH BRIDGE OVER THE KARAKUM RIVER IN THE CITY OF ASHKHABAD
ARCH BRIDGE OVER THE KARAKUM RIVER IN THE CITY OF ASHKHABAD
DESIGN PROPOSALDESCRIPTION
Architectural concept of improvement of the Karakum River embankment in the city of Ashgabat.
Arch bridge over the Karakum River in the line of Niyazov street.
� half-through arch bridge
� bridge length - 220 m
� camber of arch - 30 m
� bridge diagram: 1.5 m+3×3.5 m+5 m+3x3.5 m+1.5 m
scope of works
� development of architectural concept
Customer
CJsC Production Association «Vozrozhdeniye», Municipality service Department of the city of Ashgabat
19
ARCH BRIDGES
TURKMENISTAN
BRIDGE OVER THE KARAKUM RIVER IN THE CITY OF ASHGABAT
DESIGN PROPOSALDESCRIPTION
Architectural concept of improvement of the Karakum River
embankment in the city of Ashgabat.
Arch bridge over the Karakum River in the line of Niyazov street.
� half-through arch bridge
� bridge length - 220 m
� camber of arch - 30 m
� bridge diagram: 1.5 m+3×3.5 m+5 m+3x3.5 m+1.5 m
scope of works
� development of architectural concept
Customer
CJsC Production Association «Vozrozhdeniye»
Municipality service Department of the city of Ashgabat
BRIDGE OVER THE KARAKUM RIVER IN THE CITY OF ASHGABAT
21
ARCH BRIDGES
BRIDGE OVER THE KARAKUM RIVER IN THE CITY OF ASHGABAT
TURKMENISTAN
ARCH BRIDGE OVER THE KARAKUM RIVER IN THE LINE OF TRETYA PYATILETKA STREET IN THE CITY OF ASHKHABAD
DESIGN PROPOSAL
DESCRIPTION
Arch bridge over the Karakum river in the line of Tretya Pyatiletka street in the city of Ashkhabad.
Half-through arch with flexible cable-stayed suspenders.
� bridge diagram: 26.4 m + 118 m + 28.4 m
� bridge width - 39 m
scope of works
� development of options for architectural solutions
� preparation of tender offer
Customer
CJsC Production Association «Vozrozhdeniye»
Municipality service Department of the city of Ashgabat
Yablochkova str. 7, Saint-Petersburg, Russia, 197198; e-mail: [email protected]; www.gpsm.ru
bridges
general design
tunnels
design of constructions
civil engineering design
construction technology
footbridges
monitoring of structures
embankments & berths
field supervision
sport structures
sophisticated engineering
analysys
sc «InstItute GIprostroymost - saInt-petersburG»