Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering

Previously, the Profiled Steel Sheeting Dry Board System (PSSDB) which is made up of its components of profiled steel sheeting, dry boards and screw connectors are brought separately to the site, pre-arranged and fitted together to form units in a building structure. However, to meet the needs of th...

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Main Author:	Norhaiza, Nordin
Format:	Thesis
Language:	English
Published:	2014
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/8775/1/NORHAIZA%20BINTI%20NORDIN.PDF
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id	my-ump-ir.8775
record_format	uketd_dc
spelling	my-ump-ir.87752021-08-24T01:35:45Z Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering 2014 Norhaiza, Nordin TA Engineering (General). Civil engineering (General) Previously, the Profiled Steel Sheeting Dry Board System (PSSDB) which is made up of its components of profiled steel sheeting, dry boards and screw connectors are brought separately to the site, pre-arranged and fitted together to form units in a building structure. However, to meet the needs of the Industrialised Building System (IBS) in full, the PSSDB system must be developed into a prefabricated system. The goal of this research is to develop the PSSDB system as prefabricated floor panel system installed at site that meets the characteristics of a more comprehensive IBS construction. The objective of this research is firstly; to develop a more robust floor panel system, secondly, to investigate and get the stiffness characteristics of the PSSDB floor panel connector screws; thirdly; to develop a finite element model to predict the stiffness and produce the design guidelines of PSSDB floor panels and lastly; to develop the PSSDB prefabricated floor system practically. This research is divided into three parts, mainly; laboratory testing, finite element modeling and construction of classroom cabins. Laboratory experiments consist of bending and push out tests. Bending experiment shows that the use of Cemboard dry board has increased the stiffness and ultimate load by 7.2 % and 9.1 % respectively compared to that of plywood. The addition of wood strips on the side panel has increased the stiffness by 8.8 %, ultimate load by 31.7 % and reduced the problem of uneven floor surface. Rabbet connection between two adjacent panels has allowed the panel to bear more load, which is 63.3 % of the individual panels reinforced with wooden strips and 77.6 % of unstrengthened individual panels. Semi-continuous prefabricated PSSDB floor panel has only 52% of the continuous panel stiffness. Previous finite element modeling has been expanded by comparing between the semi-loof and thick shell, uniform load and uniform line load and the distance between the profiled steel sheet and the board dry. As a result, the difference between the experimental central deflection and that of the finite element model is 7.8%. This verified model has been used to carry out a parametric study and predict the panel stiffness of a combination of several new components. These predictions are used to develop a load versus span table as a guidance to floor design. Finally, the PSSDB prefabricated floor system is applied to the construction of two classrooms cabin. Based on these findings, PSSDB floor system with its advantages is potentially suitable and safe to be used as prefabricated floor system. 2014 Thesis http://umpir.ump.edu.my/id/eprint/8775/ http://umpir.ump.edu.my/id/eprint/8775/1/NORHAIZA%20BINTI%20NORDIN.PDF application/pdf en public phd doctoral Universiti Kebangsaan Malaysia Faculty of Civil Engineering & Earth Resourses
institution	Universiti Malaysia Pahang Al-Sultan Abdullah
collection	UMPSA Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Norhaiza, Nordin Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
description	Previously, the Profiled Steel Sheeting Dry Board System (PSSDB) which is made up of its components of profiled steel sheeting, dry boards and screw connectors are brought separately to the site, pre-arranged and fitted together to form units in a building structure. However, to meet the needs of the Industrialised Building System (IBS) in full, the PSSDB system must be developed into a prefabricated system. The goal of this research is to develop the PSSDB system as prefabricated floor panel system installed at site that meets the characteristics of a more comprehensive IBS construction. The objective of this research is firstly; to develop a more robust floor panel system, secondly, to investigate and get the stiffness characteristics of the PSSDB floor panel connector screws; thirdly; to develop a finite element model to predict the stiffness and produce the design guidelines of PSSDB floor panels and lastly; to develop the PSSDB prefabricated floor system practically. This research is divided into three parts, mainly; laboratory testing, finite element modeling and construction of classroom cabins. Laboratory experiments consist of bending and push out tests. Bending experiment shows that the use of Cemboard dry board has increased the stiffness and ultimate load by 7.2 % and 9.1 % respectively compared to that of plywood. The addition of wood strips on the side panel has increased the stiffness by 8.8 %, ultimate load by 31.7 % and reduced the problem of uneven floor surface. Rabbet connection between two adjacent panels has allowed the panel to bear more load, which is 63.3 % of the individual panels reinforced with wooden strips and 77.6 % of unstrengthened individual panels. Semi-continuous prefabricated PSSDB floor panel has only 52% of the continuous panel stiffness. Previous finite element modeling has been expanded by comparing between the semi-loof and thick shell, uniform load and uniform line load and the distance between the profiled steel sheet and the board dry. As a result, the difference between the experimental central deflection and that of the finite element model is 7.8%. This verified model has been used to carry out a parametric study and predict the panel stiffness of a combination of several new components. These predictions are used to develop a load versus span table as a guidance to floor design. Finally, the PSSDB prefabricated floor system is applied to the construction of two classrooms cabin. Based on these findings, PSSDB floor system with its advantages is potentially suitable and safe to be used as prefabricated floor system.
format	Thesis
qualification_name	Doctor of Philosophy (PhD.)
qualification_level	Doctorate
author	Norhaiza, Nordin
author_facet	Norhaiza, Nordin
author_sort	Norhaiza, Nordin
title	Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
title_short	Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
title_full	Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
title_fullStr	Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
title_full_unstemmed	Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering
title_sort	pembangunan satu sistem bangunan berindustri (ibs) - lantai pasang siap sistem kepingan keluli berprofil papan kering
granting_institution	Universiti Kebangsaan Malaysia
granting_department	Faculty of Civil Engineering & Earth Resourses
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/8775/1/NORHAIZA%20BINTI%20NORDIN.PDF
_version_	1783731944108851200

Pembangunan satu sistem bangunan berindustri (IBS) - lantai pasang siap sistem kepingan keluli berprofil papan kering

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