1. Dr f Dejahang (BSc CEng, BSc (Hons) Construction Mgmt, MSc,MCIOB,PhD)
017
PRECAST
BRIDGES
http://www.cpi-team.com
2. Science Art Religion Politics Scholarly Articles For
Mathematics and Productivity
http://www.twitlonger.com/show/n_1sp9pjo?new_post=true
MICROSOFT OneDrive PPT’s PDF’s BOOK LESSONS
Dr f Dejahang BSc CEng, BSc (Hons) Construction Mgmt,
MSc, PhD
3. PRECAST BRIDGES
ABC Precast Concrete County Bridge Construction - YouTube.htm
construction of bridge - YouTube.htm
Bridge-arch installation 02.VOB - YouTube.htm
Bridge-Construction - Macrete FlexiArch Bridge System - YouTube.htm
4. PRECAST CONCERTE BRIDGES
Low Initial Cost
Precast prestressed concrete
bridges are usually lower in first
cost than other types of bridges.
Savings in maintenance, precast
bridges offer maximum economy.
5. PRECAST CONCERTE BRIDGES
Minimum Maintenance
The overall economy of a structure is
measured in terms of life-cycle costs.
These include the initial cost of the
structure plus the total expected
maintenance costs.
The lifetime cost of repainting steel bridges
can amount to 10 to 20% of the original
cost of the original cost of the bridge.
8. PRECAST CONCERTE BRIDGES
Precast prestressed concrete bridges built in
accordance with provincial government
requirements should require very little if any
maintenance.
They are constructed using high quality materials
to exacting manufacturing tolerances.
Fatigue problems are minimal because traffic
loads induce only minor stresses.
9. PRECAST CONCERTE BRIDGES
Fast Easy Construction
Precast prestressed bridge girders require
minimal lead times because they are locally
manufactured in standard shapes and sizes.
The precast components are easy to erect
in any weather.
Simple connections join the deck girders to
the substructure.
10. PRECAST CONCERTE BRIDGES
Formwork for the
superstructure can be
eliminated when the tops of
girders are placed together to
form the entire deck slab.
11. PRECAST CONCERTE BRIDGES
Ties between adjacent units
often consist of a grouted
keyway and welded or
transverse post-tensioned
connections.
13. PRECAST CONCERTE BRIDGES
Carefully planned details will speed the construction
process and save money.
Minimum Traffic Interruption
Maintaining traffic and eliminating detours are difficult
problems for bridge owners.
Precast prestressed concrete integral deck bridges can
minimize traffic interruption
This is because of the availability of long span, plant-
produced sections and the speed of erecting a bridge
14. PRECAST CONCERTE BRIDGES
In emergencies, precast girders
can be rush ordered and a bridge
reopened in a matter of days or
weeks using standard
components.
16. PRECAST CONCERTE BRIDGES
Simple span precast bridge deck girders can be
pinned to the abutments to resist horizontal earth
pressures
Or designed as integral abutments to eliminate
troublesome expansion joints
Multi-span bridges can be made continuous for a
smoother ride and to reduce the number of
expansion joints
45. Piers can be made of precast concrete pieces
quickly assembled in the field.
46. PRECAST CONCERTE BRIDGES
Attractive
Precast prestressed concrete bridges can be designed to
elegantly blend harmoniously with their surroundings
It can offer an attractive view from above, beside and below.
Strong
Tough
Durable
Can be constructed using the low depth/span ratios possible
using high strength precast prestressed concrete and the
simple clean shapes of locally available sections.
48. Bridge deck erection gantries for
pre-cast concrete viaducts
Concrete bridge deck erection gantry
Picture shows one of the self launching bridge
deck erection gantry for erection of precast
concrete segments on the 75m approach spans
Used for Sutong cable stayed bridge
The gantry was designed to handle precast
concrete segments weighing up to 160 tonnes
each
49. Bridge deck erection gantries for
pre-cast concrete viaducts
which were erected by the balanced cantilever
method
and to suspend a half span of segments adjacent
to deck movement joints weighing up to 1100
tonnes.
The gantry was designed to handle deck
longitudinal gradients of +/- 3%, deck plan
minimum curvature of 950m and to skid
sideways to erect adjacent box girders.