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PLANNING AND ANALYSIS OF MULTI-SPECIALITY HOSPITAL BUILDING

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Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN:2395 0072

PLANNING AND ANALYSIS OF MULTI-SPECIALITY HOSPITAL BUILDING

Appu John1 , Ashly M Assainar2 , Jerus Anna Kurian3 , John George4 , Aswathy Manoj5

1Assistant Professor, Department of Civil Engineering, Viswajyothi college of Engineering and Technology, Vazhakulam, Kerala, India 2, 3, 4,5 UG Scholars Department of Civil Engineering, Viswajyothi college of engineering and technology, Vazhakulam , India ***

Abstract Thetechnologicaldevelopmentsisgrowingupfast,anditisgoingtotalkaboutthestructuraldevelopmentson constructions.Softwareisurgentlyneededtosimplifycalculationsandanalysisofstabilityanddeformation.CSISAFEisa softwarewhichisintendedforstabilityanddeformationanalysisinstructuralengineering.

Thisprojectconcernswithaprivatemulti specialityhospitalbuildingatKolencherynearKochiinthestateof Kerala. At present it is home to a Medical College, College of Nursing, a super specialty hospital. The increased flow of people led to thebuildingofanewhospitalblock.

Key Words: Planning,Surveying,Earthwork

1. INTRODUCTION

1.1 General

Thedevelopmentof modernfuture technologyhasa greatimpactinvarious fields, suchaseducation, economy,industry and construction etc. In this case it is going to talk about construction and how does technology has its effect on it. Structural engineering is a field of engineering that deals with the structural integrity and strength of a building or structure. Structural engineering is a specialty of civil engineering that ensures the structures are safe, stable and don’t collapseunderappliedloads.

Ahospital isa structurethatisbuilt,staffedandfurnishedfor thediagnosis ofdiseases,forthetreatment, both medical and surgical of the ill and injured and for their accommodation during the process. Multi specialty hospital is one which hasallthedifferentbranchesofmedicineandsurgeryunderoneroof.Toelaborate

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Objectives 1. Surveyingoflandandselection 2. Quantitysurveying 3.Detailed
of
andits
Scope a) Easyanalysis of building foundations b) Increasesthe
of
c) Useof
in
METHODOLOGY a) Literaturesurvey b) Preparation of work
c) Drawing the reinforcement
and
d) Analysis
study
building foundation
analysis 1.2
safety
structure
technologies
construction field 2.
plan
plan
details
usingCSISAFE

3.1

Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN:2395 0072

Surveying of land for site selection

The scale or size of the proposed project should relate to the level of need for the requirement as planned for the expansion.Thesiteselectionprocessincludesadetailedevaluationofprojectneeds.Theproposedbuildingshouldbeable toaccommodatethestaffsand,machineriesandotherinventoryrequiredforthesmoothfunctioningofthehospital.

The surveying of the land was done in early months of 2021 and the survey drawing was drawn. The site was segmented into coordinates. The placing of building was done by comparing the surveying and structural drawing and plottingthecoordinatesontheland. ThepottingofpointsonlandwasdoneusingTotalStation.Machinemanufacturedby Kolidawasusedforthisprocess.Themachinewasbacksightedtotheknowncoordinatesandre sectioned.Thenthenew pointswereenteredandthecornersoftherequiredelementswerefound.

International Research Journal of Engineering and Technology (IRJET) e ISSN:2395 0056
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page53 e) Surveying and plotting the points f)
and oversight g) RCCworks h)
works 3. PLAN
Excavation
Completion
Figure1:PlanoftheSelectedSection 3. PROCEDURE FOR CONSTRUCTION OF FOUNDATION

3.3 Excavation of earthwork in trenches in foundation

1. Foundation trenches shall be dug out to the of foundation concrete with extra cover of 60cm/100cm according to elementinquestionandsidesshallbevertical.

2. Thedepthofthecuttingrequiredischeckedusinganautolevelinstrumentandcrossstaff.

3. Thebacksightingoftheautolevelinstrumentisdonetothecompletedfloorofanexistingbuilding.

2.Ifthesoilisnotgoodanddoesnotpermitverticalsides,thenthesidesshouldbeslopedback.

3. Excavatedearthshallnotbeplacedwithinonemeteroftheedgeofthetrench.

4. Excavatedearthistransportedtoanearbydumpingsightorusedtofilloverotherscompletedelements.

5. Thebottomoffoundationtrenchesshallbeperfectlyleveledbothlongitudinallyandtransverselyandthesidesofthe trenchshallbedressedperfectlyverticalfrombottomupto the leastthicknessoflooseconcrete sothat concretemay be laidtotheexactwidthasperdesign.

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International Research Journal of Engineering and Technology (IRJET) e ISSN:2395 0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN:2395 0072
Figure 2: Total Station SurveyingEquipment Figure3:AutoLevelInstrument

Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN:2395 0072

3.4 PCC

Plain cement concrete is the mixture of cement, fine aggregate and coarse aggregate without steel. PCC is an important componentforabuildingthatislaidonthesoilsurfacetoavoiddirectcontactofreinforcingbarsofconcretewithsoiland water.Itislaidonthesoilwithinthepointsspecifiedduringtheprocessofsurveying.ThelayingofPCCwasmostlydone duringanothermainRCCworkssothatthereisnorequirementoffunctioningofmixingmachineonlyforasmallvolumeof concrete. In this casethe PCC was found to acquire more strength as a result of the concrete drawing out the abundant presenseofwaterpresentasresultofrain.

Figure7:CompletedRCCwork

TheRCCmustbecuredfor28days.Inthiscaseconcretemixeswerefoundtoacquiremorestrengthevenwithinthe28 daysrequiredduetopresenceofthemoisturepresentinthesoilduetoheavyraininthefollowingdays.

International Research Journal of Engineering and Technology (IRJET) e ISSN:2395 0056
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Figure 4: Land excavation using excavating machine

Figure5:PlacingPCC

3.6 Completion Works

ThecompletedcolumnisagaincheckedusingaTotalStationInstrumenttocheckifthecornersoffootingarewellwithin therequiredmarginoferror.Thenthepitisfilledwithsoilandisleveled.

Itismostcommonlyusedinconstructionforthefootingsinfoundations.Itscompressiveandtensilestrengthmeansitcan withstand the weight of a building being built up on it and the forces exerted by theweight of the structure and its live loads. The reinforcement bars were laid on top of the PCC. The concrete was mixed on site and pumped to the required point.

Figure 6: Laying reinforcement bars

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Volume: 09
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RCC

International Research Journal of Engineering and Technology (IRJET) e ISSN:2395 0056

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Figure8:CompletedFooting

4. CONCLUSION

Foundationisthebaseofallstructures,soitessentialtoconsidertheplanning,designingand constructionofthesame.In thisdayandage,theworldisdevelopingwiththesupportoftechnology.Advancedtechnologiesdecreasehumaneffortand atthesametimeithelpstomaketheworksaccurate.Eachandeveryfieldmakeuseoftechnologyinthiscompetitiveworld for fast and perfect completion of works. In construction field, use of advanced technologies can contribute highest possible perfection for each work. Today, many software’s are available for the analysis of building from its first stage itself. SAFE is a new emerging software for foundation analysis. It helps to make the quantity surveying and evaluation procedurefasterandwithgreateraccuracy.Thegoalof this project which was to achieve knowledgeinconstruction practicesandtoconstructmulti specialityhospitalbuildingworksefficiently.Thiswasachieved.

REFERENCES

[1] A. Srikanth, P. Naresh, T. Abhiram Reddy; “Planning, Analysis and Designing of MultiSpeciality Hospital Building”, International Journal of Application or Innovation in Engineering & Management (IJAIEM) Volume 9,Issue 4, April 2020

[2] Adhiraj A. Wadekar and Ajay G. Dahake; “Analysis and design of a multi storey building by using STAAD Pro: A review”,InternationalJournalforAdvancedResearch,ISSN:2320 5407,April2020

[3] Prof. S. G. Makarande, Mr. Suyog Bezalwar, Prof. G.D. Dhawale3, Prof. M.M. Lohe; “Study of Analysis and Design of MultistoriedResidentialBuilding”,SEP2019,IREJournals,Volume3Issue3,ISSN:2456 8880

BIOGRAPHIES

AssistantProfessor

DepartmentofCivilEngineeringViswajyothiCollegeofEngineeringandTechnology,Vazhakulam,Kerala

© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page57
Appu John

International Research Journal of Engineering and Technology (IRJET) e ISSN:2395 0056

Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN:2395 0072

Ashly M Assainar

4th YearStudent,CivilEngineeringDepartmentofCivilEngineeringViswajyothiCollegeofEngineeringand Technology,Vazhakulam,Kerala

4th YearStudent,CivilEngineeringDepartmentofCivilEngineeringViswajyothiCollegeofEngineeringand Technology,Vazhakulam,Kerala

John George

4th YearStudent,CivilEngineeringDepartmentofCivilEngineeringViswajyothiCollegeofEngineeringand Technology,Vazhakulam,Kerala

4th YearStudent,CivilEngineeringDepartmentofCivilEngineeringViswajyothiCollegeofEngineeringand Technology,Vazhakulam,Kerala

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