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UJI MODEL BAMBU ORI DENGAN SAMBUNGAN KAYU BENGKIRAI DAN MORTAR SEBAGAI PEREKAT (Studi Penelitian)

RIFTANTO, FARID DWI (2013) UJI MODEL BAMBU ORI DENGAN SAMBUNGAN KAYU BENGKIRAI DAN MORTAR SEBAGAI PEREKAT (Studi Penelitian). Other thesis, University of Muhammadiyah Malang.

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Abstract

The usage of bamboo for material construction is reasonable enough, beside it is cheap, it is strong to hold push and pull weight as well. But the utilization of bamboo for material construction has not been maximal yet. It is because the construction of the bamboo structure is applied by conventional method and it use rope, diarrhea and peg. So, the construction is less in strength. It gives trace that the strength of the connection is very weak, so we try to find the stronger alternative of the connection type, therefore we need to do research to find the stronger structure. That is the oribamboo model experiment by using bengkirai wood and mortar as a glue adhesive. Based on the problem described we can take the problem formula such as: connection design, the volume of the connection in holding pull weight, the capacity of the connection in holding push weight and the collapse pattern of the ori bamboo with bengkirai wood and mortar as a glue adhesive. From the experiment done we got the maximum strength of ori bamboo with bengkirai wood connection and mortar as a glue adhesive is 8,95 KN on bengkirai wood without groove. In the other hand, the maximum strength of ori bamboo with bengkirai wood and mortar as a glue adhesive is 13,60 KN on bengkirai wood with groove. The result of pushing bamboo with bengkirai wood and mortar as glue adhesive is 44,50 KN. The collapse pattern at the pull connection is because the mortar is broken and bolt is twisting, however the collapse pattern at the push connection is because the mortar is broken at the part pushed and bamboo is getting broken in length direction.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Halimatus Zahroh
Date Deposited: 27 Jan 2015 03:07
Last Modified: 27 Jan 2015 03:07
URI : http://eprints.umm.ac.id/id/eprint/15224

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