SlideShare a Scribd company logo
1 of 51
Advance Construction Technology in Civil
Engineering
Bhishma Bhatti M.Tech (IEM)
Assistant Professor
Babaria Institute of Technology
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
• 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
Slip Formwork
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.
• 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.
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.
• 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.
Components
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
Structural concerns
Precautions
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
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
Formwork system
• 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
• 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
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.
• 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
COLUMN FORMWORK
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
• 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
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
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
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
• 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
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
• 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
GRIDFLEX Grid Element Slab Formwork
• 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,
• 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
The assembly sequence is very simple: hook-in element, push into position with the
shuttering aid, attach slab prop and position vertically.
MULTIFLEX Girder Slab Formwork
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.
• 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
SKYDECK Panelized Slab Formwork
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.
• 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
• 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.
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.
• 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.
This Photo by Unknown Author is licensed under CC BY-NC-ND

More Related Content

What's hot

Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concreteRajesh Burde
 
Prefabrication​ structure ppt
Prefabrication​ structure pptPrefabrication​ structure ppt
Prefabrication​ structure pptAbhishekM45
 
PRE STRESSED CONCRETE
PRE STRESSED CONCRETEPRE STRESSED CONCRETE
PRE STRESSED CONCRETE524001
 
prefabricated Structures
prefabricated Structuresprefabricated Structures
prefabricated StructuresBoopathi Raja
 
Prefabricated structures
Prefabricated structuresPrefabricated structures
Prefabricated structuresFAIZAL MUHAMMED
 
Precast concrete construction
Precast concrete constructionPrecast concrete construction
Precast concrete constructionJenilPatel22
 
DEEP FOUNDATION
DEEP FOUNDATIONDEEP FOUNDATION
DEEP FOUNDATIONaframawal
 
Prefabrication construction
Prefabrication constructionPrefabrication construction
Prefabrication constructionDivya Vishnoi
 
Precast structure
Precast structurePrecast structure
Precast structurepiyush9392
 
Low cost building materials and construction techniques
Low cost building materials and construction techniquesLow cost building materials and construction techniques
Low cost building materials and construction techniquesYash Kotgirwar
 
Pre engineered building ppt rit
Pre engineered building ppt ritPre engineered building ppt rit
Pre engineered building ppt ritShubham Parab
 
Alternate building materials
Alternate building materialsAlternate building materials
Alternate building materialsJaspreet singh
 

What's hot (20)

Prestressed concrete
Prestressed concretePrestressed concrete
Prestressed concrete
 
Shoring
ShoringShoring
Shoring
 
Prefabrication​ structure ppt
Prefabrication​ structure pptPrefabrication​ structure ppt
Prefabrication​ structure ppt
 
PRE STRESSED CONCRETE
PRE STRESSED CONCRETEPRE STRESSED CONCRETE
PRE STRESSED CONCRETE
 
Formwork
FormworkFormwork
Formwork
 
prefabricated Structures
prefabricated Structuresprefabricated Structures
prefabricated Structures
 
Prefabricated structures
Prefabricated structuresPrefabricated structures
Prefabricated structures
 
Prefabricated structures
Prefabricated structuresPrefabricated structures
Prefabricated structures
 
Precast concrete construction
Precast concrete constructionPrecast concrete construction
Precast concrete construction
 
Prefabrication
PrefabricationPrefabrication
Prefabrication
 
DEEP FOUNDATION
DEEP FOUNDATIONDEEP FOUNDATION
DEEP FOUNDATION
 
Slipform
SlipformSlipform
Slipform
 
Types of formwork
Types of formworkTypes of formwork
Types of formwork
 
Prefabrication construction
Prefabrication constructionPrefabrication construction
Prefabrication construction
 
Precast structure
Precast structurePrecast structure
Precast structure
 
Low cost building materials and construction techniques
Low cost building materials and construction techniquesLow cost building materials and construction techniques
Low cost building materials and construction techniques
 
Flat slab
Flat slabFlat slab
Flat slab
 
Joints in concrete
Joints in concreteJoints in concrete
Joints in concrete
 
Pre engineered building ppt rit
Pre engineered building ppt ritPre engineered building ppt rit
Pre engineered building ppt rit
 
Alternate building materials
Alternate building materialsAlternate building materials
Alternate building materials
 

Similar to Advance Construction Tech Boosts Civil Projects

MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEMODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEDr K M SONI
 
Slip formwork for chimney
Slip formwork for chimneySlip formwork for chimney
Slip formwork for chimneyAxay Sharma
 
national building code
national building codenational building code
national building codeRuhiya Garg
 
Form-woks-additional.pptx
Form-woks-additional.pptxForm-woks-additional.pptx
Form-woks-additional.pptxssuserc0bf9b
 
Lift form slab construction
Lift form slab constructionLift form slab construction
Lift form slab constructiontivar rose
 
Structural systems in high rise building and analysis methods
Structural systems in high rise building and analysis methodsStructural systems in high rise building and analysis methods
Structural systems in high rise building and analysis methodsDP NITHIN
 
Precast modular structures
Precast modular structuresPrecast modular structures
Precast modular structuresAnirudh Gupta
 
Rapid construction techniques
Rapid construction techniques Rapid construction techniques
Rapid construction techniques Deepak Pradhan
 
Final presentation by Akramul masum from southeast university bangladesh.
Final presentation by Akramul masum from southeast university bangladesh.Final presentation by Akramul masum from southeast university bangladesh.
Final presentation by Akramul masum from southeast university bangladesh.Integrated Design
 
Flat slab design
Flat slab designFlat slab design
Flat slab designMoussa Rili
 
Mivan form wok - aluminium formwork shuttering tecnology
Mivan form wok - aluminium formwork shuttering tecnologyMivan form wok - aluminium formwork shuttering tecnology
Mivan form wok - aluminium formwork shuttering tecnologysravan kumar chilamakuri
 
Slip form Construction Technology
Slip form Construction TechnologySlip form Construction Technology
Slip form Construction TechnologyDarshit
 
Chapters-3,4,5.pptx
Chapters-3,4,5.pptxChapters-3,4,5.pptx
Chapters-3,4,5.pptxssuserc0bf9b
 
PREFAB CONSTRUCTION .pdf
PREFAB CONSTRUCTION .pdfPREFAB CONSTRUCTION .pdf
PREFAB CONSTRUCTION .pdfGourhariBiswas1
 
Chapter 5 formwork
Chapter 5 formworkChapter 5 formwork
Chapter 5 formworkKHUSHBU SHAH
 
Case Study: High Rise Buildings
Case Study: High Rise BuildingsCase Study: High Rise Buildings
Case Study: High Rise BuildingsPrasad Thanthratey
 

Similar to Advance Construction Tech Boosts Civil Projects (20)

MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVEMODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
MODERN CONSTRUCTION TECHNOLOGIES IN ENGINEERING PERSPECTIVE
 
Slip formwork for chimney
Slip formwork for chimneySlip formwork for chimney
Slip formwork for chimney
 
national building code
national building codenational building code
national building code
 
Form-woks-additional.pptx
Form-woks-additional.pptxForm-woks-additional.pptx
Form-woks-additional.pptx
 
Trulift presentation
Trulift presentationTrulift presentation
Trulift presentation
 
tall.pptx
tall.pptxtall.pptx
tall.pptx
 
Lift form slab construction
Lift form slab constructionLift form slab construction
Lift form slab construction
 
Structural systems in high rise building and analysis methods
Structural systems in high rise building and analysis methodsStructural systems in high rise building and analysis methods
Structural systems in high rise building and analysis methods
 
Ertf
ErtfErtf
Ertf
 
Precast modular structures
Precast modular structuresPrecast modular structures
Precast modular structures
 
Rapid construction techniques
Rapid construction techniques Rapid construction techniques
Rapid construction techniques
 
Final presentation by Akramul masum from southeast university bangladesh.
Final presentation by Akramul masum from southeast university bangladesh.Final presentation by Akramul masum from southeast university bangladesh.
Final presentation by Akramul masum from southeast university bangladesh.
 
Flat slab design
Flat slab designFlat slab design
Flat slab design
 
Mivan form wok - aluminium formwork shuttering tecnology
Mivan form wok - aluminium formwork shuttering tecnologyMivan form wok - aluminium formwork shuttering tecnology
Mivan form wok - aluminium formwork shuttering tecnology
 
Slip form Construction Technology
Slip form Construction TechnologySlip form Construction Technology
Slip form Construction Technology
 
Chapters-3,4,5.pptx
Chapters-3,4,5.pptxChapters-3,4,5.pptx
Chapters-3,4,5.pptx
 
PREFAB CONSTRUCTION .pdf
PREFAB CONSTRUCTION .pdfPREFAB CONSTRUCTION .pdf
PREFAB CONSTRUCTION .pdf
 
Chapter 5 formwork
Chapter 5 formworkChapter 5 formwork
Chapter 5 formwork
 
Case Study: High Rise Buildings
Case Study: High Rise BuildingsCase Study: High Rise Buildings
Case Study: High Rise Buildings
 
Waffle slab
Waffle slabWaffle slab
Waffle slab
 

Recently uploaded

HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVRajaP95
 
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEINFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEroselinkalist12
 
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerStudy on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerAnamika Sarkar
 
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort serviceGurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort servicejennyeacort
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girlsssuser7cb4ff
 
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionSachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionDr.Costas Sachpazis
 
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSKurinjimalarL3
 
chaitra-1.pptx fake news detection using machine learning
chaitra-1.pptx  fake news detection using machine learningchaitra-1.pptx  fake news detection using machine learning
chaitra-1.pptx fake news detection using machine learningmisbanausheenparvam
 
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxDecoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxJoão Esperancinha
 
Concrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxConcrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxKartikeyaDwivedi3
 
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptxArtificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptxbritheesh05
 
Current Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCLCurrent Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCLDeelipZope
 
power system scada applications and uses
power system scada applications and usespower system scada applications and uses
power system scada applications and usesDevarapalliHaritha
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.eptoze12
 
Heart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptxHeart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptxPoojaBan
 
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )Tsuyoshi Horigome
 

Recently uploaded (20)

HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
 
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETEINFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
INFLUENCE OF NANOSILICA ON THE PROPERTIES OF CONCRETE
 
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube ExchangerStudy on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
 
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort serviceGurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
Gurgaon ✡️9711147426✨Call In girls Gurgaon Sector 51 escort service
 
Call Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call GirlsCall Girls Narol 7397865700 Independent Call Girls
Call Girls Narol 7397865700 Independent Call Girls
 
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective IntroductionSachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
 
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICSAPPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
APPLICATIONS-AC/DC DRIVES-OPERATING CHARACTERISTICS
 
chaitra-1.pptx fake news detection using machine learning
chaitra-1.pptx  fake news detection using machine learningchaitra-1.pptx  fake news detection using machine learning
chaitra-1.pptx fake news detection using machine learning
 
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxDecoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
 
Concrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptxConcrete Mix Design - IS 10262-2019 - .pptx
Concrete Mix Design - IS 10262-2019 - .pptx
 
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptxArtificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
 
Current Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCLCurrent Transformer Drawing and GTP for MSETCL
Current Transformer Drawing and GTP for MSETCL
 
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
 
power system scada applications and uses
power system scada applications and usespower system scada applications and uses
power system scada applications and uses
 
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
 
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
 
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptxExploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
 
Heart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptxHeart Disease Prediction using machine learning.pptx
Heart Disease Prediction using machine learning.pptx
 
POWER SYSTEMS-1 Complete notes examples
POWER SYSTEMS-1 Complete notes  examplesPOWER SYSTEMS-1 Complete notes  examples
POWER SYSTEMS-1 Complete notes examples
 
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
 

Advance Construction Tech Boosts Civil Projects

  • 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.
  • 12.
  • 13.
  • 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
  • 16.
  • 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
  • 28.
  • 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
  • 38. GRIDFLEX Grid Element Slab Formwork
  • 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

Editor's Notes

  1. Due to Advanced equipments