PUTRA Block The first Modularly Coordinated, Interlocking Load Bearing Block in Malaysia.

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Presentation transcript:

PUTRA Block The first Modularly Coordinated, Interlocking Load Bearing Block in Malaysia

PUTRA Block Introducing HRC’s interlocking load bearing hollow block system

PUTRA Block STRETCHERBLOCK

CORNERBLOCK PUTRA Block

PUTRA Block HALF BLOCK

PUTRA Block Self-aligning Home building features

Modular friendly PUTRA Block Home building features

Unskilled worker PUTRA Block Home building features

Light enough for manual handling PUTRA Block Home building features

Fast, mortarless masonry construction PUTRA Block Home building features

Optional plastering on internal walls PUTRA Block Home building features

No formwork PUTRA Block Home building features

Sturdy and stable PUTRA Block Home building features

PUTRA Block Home building features Engineered strength

Easy to transport PUTRA Block Home building features

Open Industrialized Building System PUTRA Block

Simple to manufacture, low capital investment PUTRA Block

PUTRA Block 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 Terengganu by using 6285 Putra Block 4742 stretcher block 803 corner block 740 half block 3 units of prototype houses have been built in Chendering, Kuala Terengganu by using 6285 Putra Block 4742 stretcher block 803 corner block 740 half block PUTRA Block

PUTRA Block Research and Development WALL TEST PRISM TEST

PUTRA Block FINITE ELEMENT Analysis Experimental Verification Research and Development

PUTRA Block 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

PUTRA Block Peak Displacement of wall in X direction (cm) Maximum 2.13 cm at node number 2344 Peak Displacement of wall in Y direction (cm) Maximum cm at node number 2300 Research and Development

PUTRA Block Peak Stress in X direction (N/mm 2 )Peak Stress in Y direction (N/mm 2 ) Research and Development

THANK YOU Terima Kasih