Upload
erick-hancock
View
223
Download
4
Embed Size (px)
Citation preview
•PUTRA•PUTRA•BlockThe first Modularly Coordinated,
Interlocking Load Bearing Block in Malaysia
•PUTRA•PUTRA•BlockIntroducing HRC’s interlocking load bearing hollow block system
• PUTRA• PUTRA• Block
STRETCHER BLOCK
CORNER BLOCK
• PUTRA• PUTRA• Block
PUTRAPUTRABlock
HALF BLOCK
PUTRAPUTRABlock
Self-aligning
Home building features
Modular friendly
PUTRAPUTRABlockHome building features
Unskilled worker
PUTRAPUTRABlockHome building features
Light enough for manual handling
PUTRAPUTRABlockHome building features
Fast, mortarless masonry construction
PUTRAPUTRABlockHome building features
Optional plastering on internal walls
PUTRAPUTRABlockHome building features
No formwork
PUTRAPUTRABlockHome building features
Sturdy and stable
PUTRAPUTRABlockHome building features
STRENGTH CHARACTHERISTIC
0
0.2
0.4
0.6
0.8
1
1.2
0 10 20 30 40 50 60
Load EccentricityD
es
ign
Str
en
gth
SR=8 SR=12 SR=16 SR=20
PUTRAPUTRABlockHome building features
Engineered strength
Easy to transport
PUTRAPUTRABlockHome building features
Open Industrialized Building System
PUTRAPUTRABlock
Simple to manufacture, low capital investment
PUTRAPUTRABlock
PUTRAPUTRABlock
Bearing AREA
Shearing AREA in Z direction
Shearing AREA in X direction
Interlocking mechanism
3 units of prototype houses have been built in Chendering, Kuala Terengganuby using 6285 Putra Block
• 4742 stretcher block• 803 corner block• 740 half block
PUTRAPUTRABlockPrototype House
PUTRAPUTRABlockResearch and Development
WALL TEST PRISM TEST
PUTRAPUTRABlock
FINITE ELEMENT Analysis Experimental Verification
Research and Development
PUTRAPUTRABlock
EARTHQUAKE RESISTANT HOUSING DESIGN AND BUILDING SYSTEM
Deformation of wall in Indonesia earthquake excitation (with 10times exaggeration in X and Y direction)
Research and Development
PUTRAPUTRABlock
00.10.20.30.40.50.60.70.80.911.11.21.31.41.51.61.71.81.922.1
Peak Displacement of wall in X direction (cm) Maximum 2.13 cm
at node number 2344
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
0.55
0.6
0.65
0.7
0.75
0.8
Peak Displacement of wall in Y direction (cm) Maximum 0.831 cm at node number 2300
Research and Development
PUTRAPUTRABlock
0 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 30
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
2.6
2.8
3
0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
0.04
0.045
0.05
0.055
0.06
0.065
0.07
0.075
Peak Stress in X direction (N/mm2)
0 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 30
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
2.6
2.8
3
0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
0.04
0.045
0.05
0.055
0.06
0.065
0.07
0.075
Peak Stress in Y direction (N/mm2)
Research and Development
THANK YOUTerima Kasih