Unit / Module2/CONSTRUCTION TECHNOLOGY AssessmentCONSTRUCTION TECHNOLOGY LecturerTHUSHARA INDIKA Student NameH. Ashen Pasindu ManoharaID960830164V Hand Out Date08thMay2021Hand In Date29thJune 2021 Initial Submission Date27thJune 2021Re-Submission Date 06thAugust 2021 Student to Tick if Attempted Grading Opportunity Criteria Met? Assessor Feedback InitiallyOn Resubmission P.1 P.2 P.3 P.4 P.5 P.6 P.7 P.8 P.9 M1 M2 M3 M4 M5 D1 D2 D3 Assessed By (Name): Signature:Date:
Assignment cover sheet Note:(1)Theattentionofstudentsisdrawnto:theRegulations,theHonestyPolicy andthe AssessmentPolicy,allofwhichareavailableinthehandbook. (2)Ade-identifiedcopyofyourassignmentmayberetainedforInstitutequality(audit) processes, benchmarking ormoderation. Student Number/s:Student Surname/s:Given name/s: CBED / 01 / 19 / 303HETHUMUNIASHEN PASINDU MANOHARA Course: BTEC HND QUANTITY SURVEYING School: Unit code: Y/615/1388Unit title: CONSTRUCTION TECHNOLOGY (RQF) Hand Out Date: 08thMay 2021Hand In Date: 27thJune 2021 Lecturer-in-Charge: THUSHARA INDIKAModule Leader: THUSHARA INDIKA Assignment Title and/or number:CONSTRUCTION TECHNOLOGY DECLARATION OF ORIGINALITY By submitting this assignment for assessment, I acknowledge and agree that: 1.ThisassignmentissubmittedinaccordancewiththeInstituteAcademicRegulations, AssessmentPolicyand HonestyPolicy.Ialsounderstandtheseriousnatureofacademic dishonesty(suchasplagiarism)andthe penaltiesattachedtobeingfoundguiltyof committingsuchoffences. 2.Nopartofthisassignmenthasbeencopiedfromanyothersourcewithoutacknowledgementof thesource. 3.Nopartofthisassignmenthasbeenwrittenbyanyotherperson,excepttothe extentofcollaboration and/or group work as defined in theunitoutline. 4.This assignment has not been recycled, using work substantially the same as work I have completed previouslyandwhichhasbeencountedtowardssatisfactorycompletionof anotherunitofstudyorcredited towardsanotherqualification,unlesstheLecturerin Chargehasgrantedpriorwrittenconsenttodoso. 5.AcopyoftheoriginalassignmentisretainedbymeandthatImayberequiredto submittheoriginal assignmenttotheLecturerinChargeuponrequest. 6.TheLecturer-in-Chargemay,forthepurposeofassessingthisassignment: 6.1.Reproduce thisassignment; 6.2.authorize the reproduction ofthisassignment; 6.3.ProvideacopyofthisassignmenttoanothermemberoftheUniversity;and/or 6.4.Communicate,orauthorizecommunicationof,acopyofthisassignmenttoa plagiarismcheckingservice, such as the “Turnitin” service operated by I Paradigms LLC (or such other service utilized by the Universityatitsabsolutediscretion).I acknowledgethataplagiarismcheckingserviceprovidermaythen retainacopyofthis assignmentonitsdatabaseforthepurposeoffutureplagiarismchecking.
PROJECTREPORT A HOSPITAL BUILDING Company Name : QA construction Client Name : Mr. Senarath Godahewa Made by : Ashen Pasindu
1 TABLE OF CONTENT CHAPTER 1 1.1ExecutiveSummary3 1.2Introduction3 1.2.1Aim ofthereport3 1.2.2Aim oftheproject3 CHAPTER 2 2.0Construction terminology4-8 2.1Terminology used inconstructiontechnology4 2.2Difference between residential, commercial andindustrialbuildings4-5 2.3Functional characteristics and design selection criteriaforthe6-7 proposed building 2.4sustainability of theproposedbuilding8 CHAPTER 3 3.1Superstructureandsubstructure9-13 3.2Buildingservices14-18 CHAPTER 4 Conclusions19 References20
2 CHAPTER 1 1.1EXECUTIVESUMMARY The project described in this paper is a 15 storey Hospital building is to be constructed in capital of Sri Lanka. The project is owned by a private company, which does not have their technical staff. Therefore the project has been handed over by the client to a leading construction consultancy firm in the country. The client prefers to have a basement car parking due to space constraints. Also the client needs to apply sustainability concepts into this project. The author of this paper tries to discuss about the terminology used in construction of this building and different types of construction technologies can be used. 1.2INTRODUCTION 1.2.1AIM OF THEPAPER ThepaperdescribesanddiscussesaboutaHospitalbuildinginthecapitalofthecountry. The buildingisdesignedtohave15floorsandthelandhasanextentof75perch.Thispaper aims to describe and analyze the terminology used in the construction, construction technology and how the design selection criteria and sustainability may influence the design of the building. 1.2.2AIM OF THEPROJECT The particular building was designed to fulfil on of the main requirements in the capital. A Hospital becomes a major necessity when the population increases. Hospitals matter to people and often mark central points in their lives. They also matter to health systems by beinginstrumentalforcarecoordinationandintegration.Andprovideasettingfor education of doctors, nurses and other health-care professionals and are a critical base for clinical research. Therefore this construction will be a great addition to thecapital.
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3 CHAPTER 2 2.0CONSTRUCTION TERMINOLOGY 2.1TERMINOLOGY USED IN CONSTRUCTION TECHNOLOGY There are different aspects of construction and the design stage is one of the most crucial in mouldinganddeliveringabuildingwhichfitsfortheclient’sneeds.Dependingonthe client’spreferenceandthebudget,differenttechniquesandmaterialscanbeused.Mainly thereare three types of buildings, they are residential buildings, commercial buildings and industrial building. 2.2DIFFERENCEBETWEENRESIDENTIAL,COMMERCIALANDINDUSTRIALBUILDINGS a)Residentialbuildings Residential buildings involve houses, apartment buildings and even high rise residential buildings where people live. These areincluded, Single or multiple familyhomes. Apartment complexes. High rise and luxuryhomes. Retirementhomes. Residential buildings have certain requirements such as kitchen, living room, bedrooms, bathrooms, parking etc..
4 b)Commercialbuildings Commercialbuildingstendstohavemaximumoccupancylimitswhichareworkplaces, offices, shoppingcomplexes,hospitals,institutes.Theyarevastlydifferentfromresidential buildings. This variation is can be due to different rules and regulations and different building codes. Commercial buildings are structures that are dedicated almost entirely to commercial activities.Whenweareplanningforacommercialbuildingweneedtobecarefulabout state and local building codes, fire safety, security, provision for handicaps etc.. Types of commercial buildings are, Restaurants, hotels andcafes. Shopping malls and another shoppingcenters. Storagefacilities. Factories. Privately owned recreationvenues. c)Industrialbuildings Industrialbuildingsareusuallylarge,openspacestructureswithofficeroom,machinery woks, storage, toilets and rest rooms. The same general requirements are included in these type of buildings such as fire protection, safety, lighting etc.. Also the industries are owned by large co-operations like medical, power generations and manufacturing products. Some types of industrial buildingsinclude, Office/ factory and warehousebuilding. Telecom centers Manufacturingfactories Industrialparks Power generation plants Lighting manufacturingbuildings
5 2.3FUNCTIONAL CHARACTERISTICS AND DESIGN SELECTION CRITERIA FOR THE PROPOSED BUILDING A clear understanding about functional and physical is requirements of the building is essential to provide the maximum usage of the building. When the design satisfy the social and cultural needs of the people who use and its functions, we can say it is functionally successful. When we are designing a hospital we have to explore in durability, usability, aesthetic and service life etc.. Due to space constraints it is supposed to have a basement parking. And space between floors may kept as high as possible to provide sufficient air circulation and lighting. The minimum floor to ceiling height can be taken as 3 meters. Theproposedbuildingcanbeconsideredasahighrisebuilding(heightofthebuildingis more than 12 storeys) and is used for multiplefunctions. Deep pilefoundation A deep pile foundation can be proposed to the basement of the designed building since the total height of the building is very high. Piled foundations are typically used where there is a need for very deep foundations. Fig : deep foundation
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6 •Deep stripfoundation This is a strip foundation with a greater depth. As strip foundations become deeper, steel reinforcementmustbeaddedtotheconcrete,topreventdamagecausedbyincreased tensile forces. Source : Article - Construction and the Built Environment by Simon Topliss 2.4SUSTAINABILITY OF THE PROPOSEDBUILDING Inmodernconstructiontechnology,sustainabilityhasbecomeamajorpartofconstructiondueto the increasing of environmental regulations. Also sustainability will reduce initial and maintenance cost of the building. Sustainable applications of the buildings can be stated asfollows.
7 Solarthermalenergyproductionispreferredtouseasathermalenergysource.Alsocan take maximum usage of natural lighting at day time to increase theefficiency. Optimal use of storm water, reuse of grey and black water. Stored water on site can potentially be used for irrigation. It is necessary to pay attention to minimize water consumption, prevent leakage, maintenance andalgae. Thebuildingcantakeadvantageofoutdoorspace.Eventhebuildingsinurbanareascan takeadvantageofoutdoorspacebyhardscaping,whichrequirelessplantingand maintenancebut more useful for patients, family andstaff. There are ways to zone a site in terms of the intensity of plant material, and the degree of maintenance and irrigation required if the facility sits on a large tract ofland. Positionofthebuildinginthelandalsoanimportantconsideration.Thereisawarmside andcoldsideofthebuildingaccordingtothesun’smovement.Alsowindowscanbe placedsucha way that it allows maximum air circulation into thebuilding. Natural lighting can used as much as possible. Reduced lighting in some places will help the patients to spend time peacefully andcalmly.
8 CHAPTER 3 3.1SUPERSTRUCTURE ANDSUBSTRUCTURE a)PRE-DESIGN STUDIES The design of pre–design may include site reconnaissance, programming, construction cost analysis, and value engineering. This can be included in the proposedbuilding. Site reconnaissance - site section, soil report, geotechnical report, flood report, and existingstructures. Programming–analyze the space and materialsneeded The construction cost analysis–construction budget and costplan Value engineering–study and analyze site reconnaissance, soil reports and project cost Condition of the land and the soil can be determined by the surveys and reports provided about the land after the pre-design analysis. The results and surveys can be used to identify thetypeofelementtobeimposedontheproject.Soilreportwillprovidethedepthof ground water table, depth of bed rock, shrink and bearing capacity of the soil. These results can be used to determine the best substructure for theproject. b)CHARACTERISTICS AND CRITERIA FOR PRIMARY AND SECONDRY ELEMENTS OF SUBSTRUCTURE ANDSUPERSTRUCTURE Substructure or Foundation is the lowest element of the structure. It usually located below the ground level and distributes the load coming from the structure to the subsoil. The foundation should be able to bear the entire load coming from the structure. Once the type of foundation is determined budget and the cost can be determined. Contaminated land is one of the common issues that result from surveys. In contaminated land, remediation can be done to make the land which is suitable for the construction. Since thesemeasuresareextremelyexpensivepre-designinformationshouldbeveryaccurate. For these types of land pile foundation can be used. Calculations will determine the no of piles and their positions to beconstructed.
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9 Fig : substructure design Source : Technical Design Report for Selection Criteria of Buildings
1 Superstructure may include different types of elements which are designed for various functions. There can be some important elements as, Roof Floor Lintel Parapet Column Beam Sunshade Doors andwindows Staircases Walls In building modeling phase, different building components are identified to provide the requiredfunctions.Thereforethebuildingwillbeabletoprovidemaximumusagewhich was designed. When we are designing for the foundation it should be able to bear the whole weight coming from the structure and distribute it to the soil. Foundation can be failed due to soil movement, soil failure, shear failure or due to bending. For preventing these the foundation can be taken down to a depth where soil movement is not allowed and can provide sufficient thickness and reinforcement to a properdesign. When we design the floor it should have adequate stability and strength which will be able to carry the load without undergoing any deflection. Also it should have adequate fire resistance, damp penetration and adequate sound insulation. Column is a strong compression member which transfers the load coming from the upper structurestothefoundation.Itshouldhavesufficientreinforcementandcoveringto prevent thebuckling. Beam is a tension member which transfers the load coming from the slab to columns. Sufficient reinforcement is provided to increase the strength and minimize the bending moment of the beam. Walls are constructed to cover up the area and separate the space for various purposes. Is can be load bearing or non-load bearing walls. Windows are provided to allow lighting and aircirculationinsidethebuilding.Whiledoorsareprovidedtoallowthemovementinside the building. Staircase will ensure the movement between floors. And sunshade will prevent the unwanted UV rays and water entering thebuilding.
1 c)REMEDIATIONTECHNIQUES USED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION There are variety of techniques are available for soil remediation and surface remediation. Biological treatments BiodegradationresultsareinfluencedbytheenvironmentalfactorssuchaspH, temperature, oxygen, soil moisture and nutrients. Advantage of this technology include low capital and operating cost, low land requirement and good control. Cost will depend on the soil volume and treatmenttime. Chemical treatments Chemical treatments include chemical immobilization, oxidation, critical fluid extraction, in- SituCatalyzedPeroxideRemediationandetc..Ifthechemicalusedissoluble,wecan saturate the soil with the chemical. And if the chemical is insoluble, we can inject or fill the soil with thechemical. Physical treatments Physical treatment includes capping, cementitious waste form, electrokinetic remediation, incineration technologies, grouting and etc.. Physical soil washing is a main soil remediation technology which separate the contaminant-laden fine particles from the soil that are less than about 20% fines. Also this is a very cost effective method Stabilization/ Solidification Stabilizationinvolvestheadditionofareagenttothesoiltoachieveamorechemically stable soil. Solidification involves the addition of reagents to contaminated material to impart physical/dimensionalstabilityinordertocontaincontaminantsinasolidproduct andreduce access by externalagents. Thermal Desorption Withinadryerunit,contaminatedsoilisheated upto650°C.Treatedsoilleavesthe thermal desorption unit at a high temperature devoid of organicmatter.
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1 d)DIFFERENT TYPES OF STRUCTURAL FRAMES FOR THESUPERSTRUCTURE Frame structures are the constructions having beams, columns and slabs to bear lateral and gravitational loads. They can be categorized as: 1.Rigid frame structure : fixed ended, pinended 2.Braced frame structure : portal frames, gabledframes Rigid Frame structures are made monolithically by using columns and beams and are acting together to tolerate moments acting on it. These type of structures can bear more moment, shear and torsion when compared to other frame structures. Fig : FixedendedframeFig : Pin endedframe In braced structural frames, bracing are commonly provided between columns & beams to surge their resistance besides the sideways forces and lateral forces because of an applied load. This may offer effective resistance to wind and earthquake forces more than in rigid framestructures.Portalframesaremostlyusedinconstructionofcommercialand industrial buildings.Loadisfirsttransfersfromslabtobeam,thenbeamtocolumnandfrom columnto foundation. Gable frames are mostly used in places with heavy rain or heavy snowfall. Fig :Gable frameFig : Portalframe
1 3.2BUILDINGSERVICES SUPPLY ARRANGEMENTS FOR PRIMARY SERVICES Building services can be described as systems that are in place within a building to meet the requirements of residents who live and work there, they make the dwelling more efficient, safe, functional and comfortable. Building services enhance the dwelling experience in the building. The environment within the building make people feel safe, comfortable, live and able to work. Services in dwellings include: Water supply Heating Drainage Gas Electricity Communication Duringconstructionofabuilding,awaterdistributionsystemisinbuilt.itisanetworkwhich includes pipes, fittings, and various fixtures, drainage basin, purification filters, etc. Water supply system is a grid layout so that, each property can be served at least with two routes. So when repairing, water can be supplied continuously. The water will be pumped to the storage tank and then will be distributedtothedifferentfloorsbygravity.Allthefixtureswillbeconnectedtothe drainagesystem according to the type of water which they carry. Then it will dispose to the sewer. There can be two water supply systems as hot water system and cold water system. In hot water supply system water can be heated either at each appliance or at central point with service connection to eachappliance. Whenweareusingaheatingsystem,weconsiderfuelavailabilityandcost,comfortfactors, patterns of use, control, maintenance, security etc.. Most commercial buildings use electric heating system. In building regulations, thermal insulation has become an important service. Two types of insulation arecommonlyfoundonbuildingsites:closedcellmaterialandmineralwoolorfiberglassopen fibrous material. Ground floor can be insulated with polystyrene and upper floors can be insulated with fibrous materials placed between structuralmembers. Gas supply may include commercial gas and a guaranteed supply of oxygen and nitrogen to local amenities, storage, piping, adhering to pressure regulations and the supply of gas from the main source to the desired area. Electricity is being distributed by means of underground cables. The appliances can be fixed or mounted to the ceiling. Testing and inspection is done to ensure the safety of the supply. In communication system we can use land line connection. This will be inter connected and it will allow you to reach any corner of the building.
14 Fig : typical direct hot water system Source : The College of Estate Management 2010 / paper 1388 V7
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1 Fig : Single stack system of internal above ground drainage Source : The College of Estate Management 2010 / paper 1388 V7
1 Fig : Entry of electrical supply to building Source : The College of Estate Management 2010 / paper 1388 V7
1 CHAPTER 4 CONCLUSIONS The aim of making this report was to provide a brief idea about the design works involved in the project. This report explains the terminology used in construction technology and how functional characteristics, design selection criteria and sustainability may influence the design of the building. It has been also discussed about the site remediation methods used prior to the commencement of thework.Moreoverthedesignandfunctionalcharacteristicsofsubstructureandsuperstructure have been discussed. Different types of structural frames that can be used for primary and secondary elements of the superstructure have also beenanalyzed. At the end of the report arrangement of building services that can be used to enhance the building properties have been explained.
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