1. Advance Construction Technology in Civil
Engineering
Bhishma Bhatti M.Tech (IEM)
Assistant Professor
Babaria Institute of Technology
2. What mean by Advance construction technology?
• Term ‘Advance construction technology’ covers wide range of
modern construction technology and also deals with latest
developments in,
• Material technology
• Quantity surveying
• Facility management
• Structure analysis and design
• Construction equipment
• Basically it relates with terms,
• Material
• Manpower
• Time
3. • Efficiency of work
• Reduction in time
• Less amount of manpower
• Quality in construction
• Value for money
• Sustainability
• Reduction of construction waste
• Improved ease of construction
Key benefits Advance construction technology
5. Introduction
• Slip-form construction is a method for Building large towers or bridges from
Concrete.
• The name refers to the moving form the concrete is poured into, which moves
along the project as the previously poured concrete hardens behind it. The
technique has also been applied to road construction.
• Vertical slip-form relies on the quick-setting properties of concrete requiring a
balance between early strength gain and workability. Concrete needs to be
workable enough to be placed to the formwork and strong enough to develop
early strength so that the form can slip upwards without any disturbance to the
freshly placed concrete.
6.
7. • A notable use of the method was the Skylon Tower in Niagara Falls, Ontario,
which was completed in 1965. The technique was soon utilized to build the Inco
Super stack in Sudbury, Ontario and the CN Tower in Toronto. It is the most
common method for construction of tall buildings in Australia.
• From foundation to rooftop of even the very tallest projects, with the system’s
hydraulic jacks, installing steel reinforcement and pouring concrete become
much easier and faster, plus can be more efficiently controlled to assure the
highest quality finished cement structure.
• SLIPFORM technology virtually eliminates unnecessary waste and
hazards, making this construction system even more efficient an economical.
8.
9.
10. Overview
• Method of vertically extruding a reinforced concrete section and is suitable
for construction of core walls in high-rise structures – lift shafts, stair shafts,
towers.
• The formwork rises continuously, at a rate of about 300 mm per hour,
supporting itself on the core and not relying on support or access from other
parts of the building or permanent works.
• Allows for the continuous pouring of concrete into walls of a structure and
only stops when the full required height of the structure has been achived.
11. • The height of the formwork is designed in such a way that while the top of
the formwork is being filled by concrete the lowest layer of concrete
poured earlier has already gained an initial set. When the formwork is
moved upwards the concrete that is then exposed remains firm.
15. Steps
1. Assembly can Only Start Once The Foundations Are In Place and the wall
starter is in correct alignment.
2. Slip form shuttering is aligned with the help of yokes.
3. Horizontal crossbeams connect the yokes.
4. Hydraulic jacks are attached to these Crossbeams for simultaneous
upward movement.
5. Height of the slip form ranges from meters
19. RELATIONBETWEENCONCRETESETTINGTIMEANDSLIPFORMRATE
• It iscalculatedbyusingthefollowing
• equation:
• Vs =(H1-H2) / (ts–tt)
• Where
• Vs–slip-form rate (mm/ h)
• H1=the distancefrom the top of the slip- form
panelto the averagecuringfront (mm)
• H2=Thedistancefrom the top of theslip-
form panelto averagefreeboard(mm)
• Ts=setting time(h)
• Tt =Timefrom mixing concrete toplacing
20. ADVANTAGES:
• A major cost of concrete structure construction is the required formwork to retain the
concrete till it can be safely de-shuttered and be able to support itself and other imposed loads.
• The formwork needs to be continually removed to newer locations and then re- erected.
• In the case of slip form building, the formwork is erected only once and remains intact until the
entire structure is completed.
• The formwork system is easy to clean and reuse with little formwork waste generated
compared to traditional formwork
• Climbing formwork systems offer simplicity, safety and cost effectiveness for certain high-rise
building structures
22. • DUO can be used for foundations, walls and
columns as well as for slabs and beams.
• The system is characterized by the extremely
simple handling and the minimum number of
different system components.
• Increases finishing of external surface.
Duo
23. • Particularly lightweight panel formwork made of techno-polymers for
forming walls, columns, slabs.
• High degree of resistance against all environmental influences; 100%
recyclable
• Elements with heights of 60 cm and 135 cm as well as up to 90 cm widths
• Max. permissible fresh concrete pressure: 50 kN/m² (for walls)
• Max. permissible fresh concrete pressure: 80 kN/m² (for columns and
wall sections)
• Low-noise assembly without requiring a hammer.
• Fast and easy to assemble
Technical Detail
24.
25.
26. VARIO GT 24 Girder
Wall Formwork
• With girder wall formwork, the arrangement of the
individual system components can be freely
selected. As a result, the VARIO GT 24 can be
adapted to suit all geometries and requirements of
project.
• Flexible wall formwork with the main components:
GT 24 Formwork Girder, SRZ / SRZ / SRU Steel
Walers, formlining and related connecting parts
• Project-related planning and assembly.
• Used in Bridge abutments, Retaining wall,
Architectural concrete parts.
27. • Flexible panel heights, determined by the length of the GT 24 Girder
(standard lengths 0.90 m to 6.00 m in 30 cm increments; special lengths up
to 17.80 m)
• Minimizing the number of formwork girders due to their high bending
rigidity and load-bearing capacity
• Project-specifific construction, adaptable for accommodating a very high
maximum fresh concrete pressure
• Elongated holes in the steel walers and panel couplings allow 100 %
tension and compression-proof panel connections resulting in tight panel
joints.
Technical Detail
30. LICO Column Formwork
• Cost-effective column formwork
with simply constructed steel frames for working
without the use of a crane
• Easy and simple assembly
with only 3 panel heights and connecting means
which are permanently attached to the panels and
cannot be lost
• Ring bolts on all panels
serve as load bearing points for moving with the
crane as well as for panel connections when
extending
31. • For square and rectangular cross-sections from 20 cm x 20 cm up to 60 cm
x 60 cm in 5 cm increments
• Larger cross-sections with additional ties
• Height adjustments up to maximum 4.50 m in 50 cm increments with 3
different panel heights (0.50 m / 1.00 m / 3.00 m)
• Panel connection when extending by means of ring bolts on the panels that
also serve as crane suspension
• Maximum permissible fresh concrete pressure 80 kN/m²
• With working and concreting platforms
TECHNICAL DETAIL
32. QUATTRO Column
Formwork
Time-saving shuttering and striking
with panels which can be tightened or separated
with only a few simple steps.
Fast moving
of complete units with the crane, or optionally by
hand with 4 transportation wheels for heights up to
3.50 m
For enhanced surface qualities
due to the plastic form lining being screwed on at
the rear
33. TECHNICAL DETAIL
• For square or rectangular cross-sections from 20 cm x 20 cm up to 60
cm x 60 cm in 5 cm increments
• Height adjustments up to 4.50 m in 25 cm increments with 4 different
panel heights (0.50 m / 1.25 m / 2.75 m / 3.50 m)
• Panel connections when extending through ring bolts that also serve
as crane suspension
• Maximum permissible fresh concrete pressure 80 kN/m²
• With working and concreting platforms as well as access ladders
34. RAPID Column Formwork
• For architectural concrete surfaces without
any impressions
with freely-selectable, clamped formlining
• Also for sharp-edged column cross-sections
with suitably milled formlining
• Fast basic assembly
due to lightweight aluminum panels along
with a simple clamping principle for the fi xing
of formlining
35. • For square and rectangular cross-sections continuously up to 60 cm x 60 cm (58 cm for
sharp edges)
• Cross-sections from 85 cm x 85 cm up to 130 cm x 130 cm with waler for bracing and
additional anchor
• Height adjustments up to maximum 8.10 m in 30 cm increments with 3 different panel
heights (0.60 m / 2.10 m / 3.00 m)
• Panel connection when extending the frames with bolts (factory fitted) in the top
column strut
• Maximum permissible fresh concrete pressure 120 kN/m²
• With working and concreting platforms as well as access ladders
TECHNICAL DETAIL
36. SRS Circular Column
Formwork
• With tight panel joints and ability to accommodate high
fresh concrete pressures, the steel SRS Circular Column
Formwork produces the highest quality concrete surfaces
• Fast assembly
with two column halves and integrated tie yoke with self-
cleaning hexagonal thread
• Best concrete surfaces
due to the high production quality of the steel formwork
• Safe and reliable logistics
due to integrated stacking aids for easy stacking and safe
positioning of the panels during transport
37. • For circular columns with diameters from 25 cm to 70 cm in 5 cm increments
• Special sizes with up to 120 cm diameters available
• Panel heights up to 8.40 m depending on the diameter, extendable in 30 cm
increments
• Panel connection when extending through ring bolts on the panels that also
serve as crane suspension
• Maximum permissible fresh concrete pressure 150 kN/m²
• With working and concreting platforms as well as access ladders
TECHNICAL DETAIL
39. • The flexible, efficient slab formwork for simplest assembly with highest work
safety.
• GRIDFLEX is used for constructing residential and multi-storey buildings.
• The standard element weighs only 20 kg,
40. • Slab formwork with walk-on aluminium girder grid for formlining of choice
• For slab thicknesses up to 33 cm, or with additional middle support of the element up
to 67 cm
• Lightweight components – the standard element weighs only 20 kg
• Only 2 system components required for each standard field (Prop Head and
GRIDFLEX Standard Element)
TECHNICAL DETAIL
41. The assembly sequence is very simple: hook-in element, push into position with the
shuttering aid, attach slab prop and position vertically.
43. Overview
• The main components of the MULTIFLEX are the VT 20K or GT 24 Formwork
Girders. As the main and cross beams, their position and spacing as well as the
formlining can be freely selected, MULTIFLEX provides maximum flexibility for a
wide range of requirements.
44. • Girder slab formwork consisting of main and cross beams for the formlining of choice
• Project-specific selection of the formwork girders and their spacing
• For slab thicknesses of up to 100 cm with GT 24 Formwork Girders, for slab
thicknesses up to 50 cm with VT 20K Formwork Girders
• Adapting the individual component weights in accordance with the boundary
conditions
• Tilt-resistant support of the cross beams on the main beams through the use of Flex
clips
TECHNICAL DETAIL
46. Overview
• SKYDECK´s range of applications extends from residential construction through to
industrial construction projects with thicker slabs. With extensive range of accessories,
the slab formwork is ideally suited for markets with very high safety standards.
47. • Panel slab formwork with lightweight aluminium system components including
formlining
• For slab thicknesses up to 42 cm (with 225 cm main beam) or with 150 cm
main beam and 75 cm panel width for slab thicknesses up to 109 cm
• With lightweight individual components (panels and main beams weigh only
15.5 kg respectively)
• Systematic assembly sequence whereby the size of the panel dictates the prop
position
• Only 0.29 props per m² of slab formwork
• Through the change in the direction of the panel, fifi ller areas are reduced to
a minimum
Technical detailTECHNICAL DETAIL
48. • SKYDECK for easy and safe
assembly. The panels lock
in place in the teeth and
don’t sway anymore. Also
unskilled staff can learn to
handle it very quickly.
49. One blow of the hammer releases the drophead; in the process, the formwork is
lowered by 6 cm. Main beams and panels can then be struck.
50. • Basically, this method involves the continuous placing of concrete in a shallow
mold having the same plan as the building to be constructed.
• The working deck which is jacked slowly upwards at a controlled rate until
the required elevation is reached.
51. This Photo by Unknown Author is licensed under CC BY-NC-ND