7.2 Prefabricated Construction Systems adopted in Hong Kong

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Leakage problem due todefective jointing during theconnection process
Connecting precast elements1. Connecting column to foundation base(similar for connecting column to column)Precast column usually has a cast-in steel plate atthe bottom. This plate is fastened to anchor boltsset into a concrete footing or base
Page 1 and 2: Prefabricated Construction Systems
Page 3 and 4: Development and Application (contin
Page 5 and 6: Prefabricated ConstructionThe basic
Page 7 and 8: High quality precastelements can be
Page 9 and 10: Prefabricated ConstructionContinue
Page 11 and 12: Limitation and drawback in using pr
Page 13 and 14: Provision for the forming of arigid
Page 15 and 16: Precast elementsrequired huge amoun
Page 17: Transportation, access andlifting p
Page 21 and 22: Connecting columnto base (similar f
Page 23 and 24: Beams rest oncorbel of column(with
Page 25 and 26: Haunchingarrangement toconnect beam
Page 27 and 28: Case Examples
Page 29 and 30: First generation of HarmonyBlock us
Page 31 and 32: After-fix façade system requiredth
Page 33 and 34: Forming the floor slab in theHarmon
Page 35 and 36: Public houses using Concorddesign w
Page 37 and 38: Other pioneered projects in theearl
Page 39 and 40: Forming the floor slab using precas
Page 41 and 42: Introduction of prefabricatedconcep
Page 43 and 44: Layout of the quarter building show
Page 45 and 46: Detail of the façade andthe lintel
Page 47 and 48: Construction of special buildingsus
Page 49 and 50: Forming of the castin-situmain beam
Page 51 and 52: Semi-slab with RCtopping to form th
Page 53 and 54: Erecting of the building frameusing
Page 55 and 56: Placing the secondary beamsonto the
Page 57 and 58: Detail of the beam/columnand beam/b
Page 59 and 60: Residential developmentat Cyber Por
Page 61 and 62: Features in the construction -large
Page 63 and 64: Residential Developmentat Taikoo Va
Page 65 and 66: Detail of the loss-form
Page 67 and 68: Overview of the precastinstallation
Page 69 and 70:
Cambridge House - a 42-storeyOffice
Page 71 and 72:
Placing of the precast beam trought
Page 73 and 74:
Future Trend in the application ofP
Page 75 and 76:
Examples of very congestedconstruct
Page 77 and 78:
The Integer Houseat Admiralty
Page 79 and 80:
The working concept
Page 81 and 82:
Assembly of the 3-D modules
Page 83 and 84:
Example of Innovative Project (over
Page 85 and 86:
Habitat 67 as seen along the bank o
Page 87:
Close up look of the modulated dwel
Page 90 and 91:
Forming and Installation ofthe modu
Page 92 and 93:
BuildingSection
Page 94 and 95:
Connecting the modules
Page 96 and 97:
Examples of application of prefabri
Page 98 and 99:
Elevated pedestrianfootbridge in Mo
Page 100 and 101:
Precast girder erectedon top of the
Page 102 and 103:
Structural arrangementof the footbr
Page 104 and 105:
Precast box-girder for the RamblerS
Page 106 and 107:
West Kowloon Expressway -installing
Page 108 and 109:
Forming the elevated trackof the We
Page 110 and 111:
Placing the precastgirder in positi
Page 112 and 113:
Construction of highway bridge usin
Page 114 and 115:
Overall layout of the precasting ya
Page 116 and 117:
Formwork to form the innervoid of t
Page 118 and 119:
Drawing provided byChina Harbour En
Page 120 and 121:
Installation of the box-girders
Page 122 and 123:
Precast parapet unit for the highwa
Page 124 and 125:
Tunnel lining formedby precast segm
Page 126 and 127:
Forming the station platformusing p
Page 128 and 129:
Delivery of the precast units
Page 130 and 131:
Precast concrete plankas cover to p
Page 132 and 133:
Forming storm water discharge culve
Page 134 and 135:
Precast units to form the 4mhigh 5-
Page 136 and 137:
Precast culvert in the formof semi-
Page 138 and 139:
Positioning of the culvertsection o
Page 140 and 141:
Precast box as footing to bridgetow
Page 142:
End of PresentationandThank youIf y
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7.2 Prefabricated Construction Systems adopted in Hong Kong

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