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: office@gpsm.ru; 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»