Shuttering in concrete construction is used as a mould for a structure in which fresh concrete is poured to harden subsequently curing
It is a part of formwork, or you may call it as derivative of formwork. Shuttering is a vertical temporary arrangement which is arranged to bring concrete in a desired shape.orFormwork which supports vertical arrangement is known as shuttering.
Building failures – General reasons – classification – Causes of
failures in RCC and Steel structures, Failure due to Fire, Wind and
Earthquakes.
Foundation failure – failures by alteration, improper maintenance,
overloading.
Retrofitting of structural components - beams, columns and slabs
Shuttering in concrete construction is used as a mould for a structure in which fresh concrete is poured to harden subsequently curing
It is a part of formwork, or you may call it as derivative of formwork. Shuttering is a vertical temporary arrangement which is arranged to bring concrete in a desired shape.orFormwork which supports vertical arrangement is known as shuttering.
Building failures – General reasons – classification – Causes of
failures in RCC and Steel structures, Failure due to Fire, Wind and
Earthquakes.
Foundation failure – failures by alteration, improper maintenance,
overloading.
Retrofitting of structural components - beams, columns and slabs
Armtec Ltd. specializes in the construction of precast concrete steps and precast concrete decks. This tutorial gives insight into the process from start to finish, explaining the intricate stages in deciding on the perfect precast steps and decks for you. Concrete steps are a fast, durable and cost-effective way of providing access to residences, apartments and condominiums.
This Presentation about Brick Masonry with a Beautiful Slides. This presentation covers - Brick Masonry Definition, Type of Bricks, General Principals, Bonds of Bricks, Other Bonds, Junction in Walls, Bonds in Pires, Retraining Wall, Design of Retraining Wall, Strength of Brick Masonry, Reinforced Brickwork. Hope You Enjoy!
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Autoclaved aerated concrete (AAC) block is a building material made of Portland cement, fine aggregates (fly ash or sand), water and an expansion agent in an autoclaving process heated under pressure which results in the production of air voids in the material, making it less dense, easy to cut/mould and better insulating
Information on the slides is found on the internet. Any incorrect information is not intended. All credit is given to the source of information, not to the author of this slide.
Compaction of Concrete, concrete, removing air from fresh concrete, shape of concrete, Production of Concrete, Increasing strength of Concrete, Concrete Compaction, solidification of concrete, increasing density of concrete, avoiding honey combs in concrete, reducing porosity in concrete
This is a companion program to Moisture Control for Masonry, and therefore will not address the important topic of moisture. This program analyzes a masonry wall from the vantage point of quality control in both design and construction. It covers ASTM standards, brick and block selection, mortar types, and a detailed discussion of movement control for masonry. The program also looks at acceptable tolerances in materials and workmanship.
Armtec Ltd. specializes in the construction of precast concrete steps and precast concrete decks. This tutorial gives insight into the process from start to finish, explaining the intricate stages in deciding on the perfect precast steps and decks for you. Concrete steps are a fast, durable and cost-effective way of providing access to residences, apartments and condominiums.
This Presentation about Brick Masonry with a Beautiful Slides. This presentation covers - Brick Masonry Definition, Type of Bricks, General Principals, Bonds of Bricks, Other Bonds, Junction in Walls, Bonds in Pires, Retraining Wall, Design of Retraining Wall, Strength of Brick Masonry, Reinforced Brickwork. Hope You Enjoy!
▶️ YouTube: https://www.youtube.com/c/JoynulAbadinRasel
☕ Buy me a Coffee: https://www.buymeacoffee.com/JoynulAbadinR
Autoclaved aerated concrete (AAC) block is a building material made of Portland cement, fine aggregates (fly ash or sand), water and an expansion agent in an autoclaving process heated under pressure which results in the production of air voids in the material, making it less dense, easy to cut/mould and better insulating
Information on the slides is found on the internet. Any incorrect information is not intended. All credit is given to the source of information, not to the author of this slide.
Compaction of Concrete, concrete, removing air from fresh concrete, shape of concrete, Production of Concrete, Increasing strength of Concrete, Concrete Compaction, solidification of concrete, increasing density of concrete, avoiding honey combs in concrete, reducing porosity in concrete
This is a companion program to Moisture Control for Masonry, and therefore will not address the important topic of moisture. This program analyzes a masonry wall from the vantage point of quality control in both design and construction. It covers ASTM standards, brick and block selection, mortar types, and a detailed discussion of movement control for masonry. The program also looks at acceptable tolerances in materials and workmanship.
The purpose is to provide a standard approach and encouraging carrying out concreting works. This includes the planning, preparation, and arrangement of resources prior to the concreting works.
Lining is an integral part of Tunneling. Once the Shotcrete line ,i.e the B-line,is laid, the Kerb/Kicker or Say Beam is executed. Next Comes the Geotextile/Waterproofing Membrane. After that, C-line is laid which is referred to as inner lining.
Civil Works Site Construction Guidelines for Haris & Co Civil Team.pdfusamazahoor159
Thrilled to unveil the culmination of my efforts: a comprehensive set of CME guidelines meticulously tailored for on-site telecom projects. These guidelines reflect not only my expertise but also my commitment to simplifying complexities and optimizing processes in the telecom sector. Dive into the details and let's elevate our practices together!
Here are the details on 300MW Wind Power Project located in the Western Region of India presented by Gensol on the various phases of construction & execution; starting from :
1)Wind resource assessment,
2)Site feasibility studies,
3)Statuary & legal approvals required,
4)Civil & electrical works,
5)Quality & material inspection,
6)Post erection & monitoring etc.
(Click here to read more..)
Purpose, Need, Importance, Methods, Causes and types of defects in buildings, Preparation of report on maintenance work, Remedial measures and execution procedure of any one, Types of building maintenance work.
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
2. Need for Quality Control :
It measures and regulates
Adequacy of the construction procedure
Quality of selected materials
Quality of workmanship
Safety management
Results of each completed task comply with the requirements
for project specifications and design
3. Major Construction Activities (in
sequence of occurrence)
Excavation and plain cement concrete
Anti termite treatment and backfill
Concreting and Reinforcement
Brickwork, including mortar and plastering
Water proofing
Flooring
Plumbing & Water supply
Electrical works (external & internal)
Painting
Drainage works
4. Major Control Points in the various
civil works:
Excavation and plain cement concrete
Pre-excavation :
Dressing, Marking ,Accuracy, Stepping, Stacking, Disposal, Obstruction, Serviceable
Materials, Levelling, Checking, etc
Existing sewer line and other services, if any, located in the layout should be identified.
Proper remedial measures to be taken to prevent entry of water into the construction site as
well as dewatering arrangement to be made
Leveling and setting out of works including all intermediate levels should be checked
properly.
Provision for proper lighting arrangement, site office, temporary shed for workers, storage
of building materials etc are to be made
5. Post Excavation :
Excavated materials should be staked away from the foundation edge (at least 1 meter) and loose packets of soils, if
any, should be identified and marked.
No vehicles should be allowed to ply/park within 1 meter of excavated area
Excess excavation carried out if any should be filled by PCC as per instruction of Engineer in Charge
Appropriate shoring and shuttering arrangements for excavated areas, as required/specified should be made to avoid
collapse of the site
6. Plain Cement Concrete
Shuttering, if required, to be provided properly without any gap in between and should be checked for water tightness
Anti-termite treatment should be finished before commencement of concreting
All materials should be of specified brand and grade and should be accompanied with manufacturer’s test certificate
Sand and aggregate should be free from any impurities and should be washed before use
Proper storage methods should be ensured to prevent possible deterioration and periodical visual inspection & usual site
laboratory test to be conducted before putting them into works
Concreting should be in line and level and curing should be done as per specification
7. Anti-termite treatment and Backfill
Chemicals for ATT are as per specification and within expiry date
Record of stock and consumption of materials are to be maintained at sites
Mixing is done as per manufacturer’s specified proportion
ATT should be finished before commencement of backfilling with the specified soil only
Backfilling should be done in layers of 300 mm with proper watering and compaction
8. Reinforced Cement Concrete
All materials should be as per specification and should be accompanied with manufacturer’s test
certificate and checked for compliance
Proper storage methods are to be ensured to prevent possible deterioration
Form-work should be as per required profile, line, level & finish and should be sturdy to withstand
weight of wet concrete, steel & live load & to be tested for water tightness
Proper water cement ratio, vibration, deposition of concrete, location of construction joint should be
ensured
9. Conduction of usual slump test, cube test, specified period of curing, striking of forms etc are to be maintained as per
specification
Bar length should be as per bar bending schedule
Reinforcement should be placed as per specified spacing and diameter
Lap length should be provided as per code specification
Concreting should be done continuously and compaction of concrete should be carried out continuously including proper
maintenance of construction joint
Removal of shuttering should be as per provision of IS : 456-2000
Line and level of concrete surface should be checked continuously
Defects, if any, to be identified and proper action to be taken for rectification instantly
10. Brick masonry work
Bricks shall be of specified quality & size of bricks should conform to standards
Bricks are soaked in water before use, for a period, for the water to just penetrate the whole depth of
the bricks.
Alternatively, clean water spraying to be done to bricks soaked in stacks for a period not less than
six hours
Only surface dry bricks are to be laid. Unless otherwise specified, English bond is to be followed
and for half brick wall - stretcher bond.
Brick work should be cured for at least 7 days and at least 3 days before starting of plastering works.
Raking of joints to receive plaster and curing for the period as specified should be followed.
11. Plastering
Masonry and concrete surface to which plaster is to be applied is clear, free from
efflorescence, damp and sufficiently rough and hacked, washed and well watered before
plaster is applied.
Preparation of mortar of specified ratio and in requisite amount should be done.
Provision of thickness pad and chicken mesh at masonry-RCC junction shall be made.
All chasing, installation of conduit, boxes etc are ensured before commencement of
plastering work.
Curing is started as soon as the plaster has hardened sufficiently and is kept continuously
damp for proper curing for at least 7 days.
12. Tile Flooring
Sub grade concrete or RCC slab on which the tiles are laid are cleaned, wetted and mopped.
Mortar is spread, tamped and corrected to proper levels and allowed to harden sufficiently to offer a
fairly rigid cushion for the tiles to set
Over the mortar bedding, neat grey cement slurry (1.5 bags of cement in 100 lits of water) of honey
like consistency is spread.
Tiles are soaked in water , washed, cleaned and are fixed in the grout one after another
Joints are kept as thin as possible and in straight lines or to suit required pattern
13. Curing shall be done for at least 7 days & fixing of skirting should be done only after curing period is over
Skirting is fixed using 1:1 mortar proportion and skirting joints are matched with joints of flooring
Finished floor level of bathrooms and WC should be lower than the adjacent floor level by approximately 18 mm
The finished work should not sound hollow when tapped with a wooden mallet
14. Plumbing and water supply
GI PLUMBING ON WALLS
Take measurements of required lengths of pipe, make an assembly of pipes as per layout. Fix it on the wall and
ensure all heights and measurements
Leakages to be checked through pressure testing
GI DOWNTAKE
Mark all the GI lines on the wall in plumb as per layout and design, on completion of external plastering
Fix all the vertical GI pipes in line and level with proper clamping
Minimum 3 clamps should be fixed one at centre and one at each joint for each pipe using drill machine only
Provide control valves for all the toilets, kitchen and master valve at terrace level as per design, location and
specification
15. TERRACE
GI work on the terrace should be done after water proofing of the terrace is completed
It should be laid as per given layout and design
Preferably terrace looping pipes to be run 0.6 m above the water proofing level, on the parapet wall with clamping
SUPPLY OF WATER TO AND FROM UNDERGROUND WATER TANK
Before doing the roadwork, lay the required water supply lines from the source such as, municipal line, bore well,
open well, treatment plant, up to the underground water tank
Lay the delivery lines from UGR to OHR
Check the position of delivery lines, air vents, washout, drain pipes, manholes for both the tanks
16. Drainage system
Drainage line to be constructed as per the design & layout
Excavation to be done considering the invert level of chambers
The joints of the chambers should be packed with packing rope, soaked in cement slurry and sealed
with cement mortar to the cemented joints.
Proper curing should be done at least for 7 days.
Testing of drainage line should be done as per IS standards and defects found if any should be
repaired instantly and back filling work should be done only after confirmation of no leakage in the
line.
17. Painting
Great skill of workmanship is required as painting affect the total appearance of the building from
inside and outside.
Surface should be cleared with wire brush for dust, loose scales, etc and should be completely dried
All gaps, cracks and undulations shall be filled and smoothened
After preparation of surface, apply thick coat of primer to walls and ceilings followed by filler
(putty) in horizontal and vertical directions
Apply first coat of paints after 24 hours on cleaning the surface
Second coat and subsequent coats of paints if required, should be applied at an interval of minimum
24 hours.
18. Building material tests for Quality
control
WATER
PH value - IS : 3025
Concentration of solids in water - IS : 3025
Sulphate impurities - IS : 3025
Organic/Inorganic solids - IS : 3025
Chloride content - IS : 3025
19. Building material tests for Quality
control
Cement
Fineness - IS : 4031 : 1996
Soundness - IS : 4031 : 1988
Setting time - IS : 4031 : 1966
Compressive strength - IS : 4031 : 1988
Consistency - IS : 4031 : 1996
Specific gravity - IS : 4031 : 1968
20. Building material tests for Quality
control
Sand
Fineness modulus - IS : 1607 : 1960
- IS : 383 : 1970
Silt content - IS : 2386 : 1963
- IS : 383 : 1970
Bulkage of sand - IS : 2386 : 190
Specific gravity & water absorption - IS : 2386 : 1963
Organic impurities - IS : 383 : 1988
21. Building material tests for Quality
control
Coarse Aggregate
Sieve analysis for grading - IS : 383 -1963
Specific gravity & water Absorption - IS : 2386-1963
Soundness - IS : 2386-1963
Impact value - IS : 2386-1990
Crushing value - IS : 2386-1990
Stone metal-Abrasion test - IS : 2386-1990
Flaking index - IS : 2386-1963
22. Building material tests for Quality
control
Bricks
Test for water absorption -IS:3425-1992
Compressive strength -IS:3495-1992
Test for efflorescence -IS:3495-1992
Steel
Mechanical properties such as 0.2% proof stress, % elongation, tensile strength of reinforcing
T.M.T. bars -IS:1608-1995
Reinforcing steel- Bend test - IS:1608-1995
23. Building material tests for Quality
control
Concrete
Slump test -CPWD specification
Compaction Factor -CPWD specification
Weight, Cement factor and air content test -CPWD specification
Reinforcement
Tensile Strength - IS 1608
Rebound test - IS:1786
Elongation test - IS 1786
Proof Stress - IS 1786
Bend test - IS 1786
27. Checklist : Excavation & PCC
Sr No Items Remarks
1 Good for construction drawings indicating levels available at Site
2 Proper safety precautions taken for site and public
3 Precautions taken for drawing and protecting site from flooding
4 Dumping ground established
5 Setting out and levels as per drawings
6 Intermediate levels checked
7 Post Excavation
8 Characteristics of excavated strata noted and deviations informed
9 Appropriate shoring and shuttering done
28. Checklist for Plain Cement concrete works
Sr No Items Remarks
1 All levels and dimensions checked for correctness
2 Shuttering is as per plan and has no gaps in between
3 All materials are of specified brand and grade
4 Making of concrete has been done as specified
5 Slump and other tests carried out as specified
6 Honeycombing removed
7 Required number of samples have been taken for carrying out slump tests, cube tests etc
8 Concreting has been done as per specified line and level
9 Curing has been done as specified
10 Compaction has been done properly
11 Remedial measures taken for removal of defects
29. Checklist for Anti-termite treatment &
Backfill
Sr No Items Remarks
1 Chemicals for ATT are as per specification
2 Chemicals in use are within expiry date
3 Sufficient quantities of chemicals are available at site for ATT
4 Safety precautions have been taken for carrying out ATT
5 Record of consumption maintained at site
6 Filling materials/earth is as per specification
7 Anti-termite treatment has been carried out before commencement of backfilling
8 Filling has been done in layers of 300 mm,watered and compacted as per specification
9 Proper compaction method has been adopted
10 Filling has been done to the required levels
30. Checklist : Reinforced Cement Concrete
works
Sr No Items Remarks
1 All specified materials available at site
2 Cement is of the requiredgrade and not more than three months old
3 Shuttering checked for Staging& Propping, line and level,dimensions cleaning etc and its quality approved
4 Application of oil & grease carried out
5 Mixer/Vibrator as specified available at site with adequate means to run them during concretion
6 Cutout & Sleeves/Inserted
7 Surface of reinforcementis clean and free from rust
8 Bars have been provided asper structural drawings
9 Lap length & dowels provided as per codal provisions
10 Pin bars & chairs/cover blocks provided as per requirements
31. Checklist : Reinforced Cement Concrete works
Sr No Items Remarks
11 Tying of bars has been done correctly
12 Service lines (Electrical, Plumbing, Others) if any, provided before commencement of concrete
13 Availability/Arrangement of pumps etc, roper access & walkway checked
14 Adequacy of vibrators/needle including diesel vibrator
15 Slump cone test cubes made
16 Safety & health measures taken before commencement
17 All necessary precautions taken before commencement of concreting
18 Samples taken for slump, cube tests etc for each batch
19 Proper compaction done and checks on staging & scaffolding carried out
20 Covering of green concrete carried
32. Checklist : Reinforced Cement
Concrete works
Sr No Items Remarks
21 Surface finish checked
22 Construction joints provided
23 Deshuttering started on vertical faces
24 Proper curing of concrete carried out
25 Defects notified and removed
26 Cubes and other test results will be intimated to the Engineer-in-charge for further action
33. Checklist for Masonary, mortar and
plaster
Sr No Items Remarks
1 Availability of material asper daily requirement checked
2 Quality check for bricks/blocks/sand cement carried out
3 Provisions kept for electrical and other services
4 Checking for line/level/right angle carried out
5 Mortar checked for mix proportion
6 Proper raking of joints
7 Seismic bands provided as per zonal requirements
8 Check cleaning of dead mortar and broken bricks/blocks etc
9 Curing carried out as per requirements
10 Mortar for plastering as specified for each side of wall
11 Quality of cement and sand checked
12 Curing work done as per requirement
13 Preparation of surface
34. Checklist for Masonary, mortar and
plaster
Sr No Items Remarks
14 Curing
15 Check for hollowness
16 Check for cracks
17 Mortar mixing in tray
18 Addition of water proofing compound
19 Proper roughing of first code
20 Check for collection of mortar spills
21 Cleaning of dead mortar
22 Check of waviness
23 Check for grooves/drip moulds
24 Application of cement slurry on concrete surface
35. Checklist for Masonary, mortar and
plaster
Sr No Items Remarks
25 Curing
26 Check for hollowness
27 Check for cracks
28 Check for diagonal
29 Line wash after 3 days (within 5 days in case of neeru application )
30 Safety and health measures