Efektivitas Pengawetan Bambu Petung Dan Gewang Menggunakan Boron Dan CCB Secara Rendaman Dingin Dan Boucherie Yang Dimodifikasi

Wardiha, Made Widiadnyana; Agustiningtyas, Rudi Setiadji; Sumawa, I Wayan Avend Mahawan

doi:10.20886/jphh.2018.36.2.159-170

Cited by 3 publications

(2 citation statements)

References 7 publications

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“…Prepare a new mixture with 5% meta kaolin and a different percentage of Jute Fiber after analysis. The concrete value used in the analysis is M35 (25). Micro reinforcement is commonly used in the resistance and reinforcement of concrete cracks.…”

Section: Concrete Fibre Strengthmentioning

confidence: 99%

Investigation of normal concrete properties with the addition of micro reinforcement

Yusra,

Meliana,

Opirina

et al. 2023

Res. Eng. Struct. Mater.

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Section: Concrete Fibre Strengthmentioning

confidence: 99%

Investigation of normal concrete properties with the addition of micro reinforcement

Yusra,

Meliana,

Opirina

et al. 2023

Res. Eng. Struct. Mater.

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“…Meskipun retensi bahan pengawet yang dihasilkan belum memenuhi ambang batas untuk dimanfaatkan sebagai bahan konstruksi, pengawetan bambu dengan metode Boucherie terbukti menghasilkan retensi yang tinggi dibandingkan dengan metode perendaman (Wardiha et al 2018). Penelitian yang dilakukan Hamzah et al (2016) pada bambu betung ukuran 7 x 3 cm yang diawetkan dengan metode perendaman selama 72 jam dengan bahan pengawet boraks hanya menghasilkan retensi sebesar 0,0097 kg/m.…”

Section: Retensiunclassified

Pengawetan Bambu dengan Metode Boucherie

Putri

Rochmawati

Nandika

et al. 2020

J. Ilmu. Pertan. Indones.

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Bamboo is known as fast-growing species that could be derived into various products. However, bamboo is suspectible to the wood destroying organisms. Preservation is one way to improve the service life of bamboo. This study aimed to analyze the effect of differences in anatomical structures of betung bamboo (Dendrocalamus asper Backer) and andong bamboo (Gigantochloa pseudoarundinaceae (Steudel) Widjaja), and the effect of pressure on the flow time and retention of entiblu preservative in the Boucherie method. Bamboo stems with diameters of 10-14 cm were cut in 1; 1,5; 2; and 2,5 m lengths. The bamboo stems with moisture content of around 30% were preserved by 5% of entiblu preservative solution. The data observed were the flow time of the preservative entiblu solution from base of the stem until dripping on the top of the bamboo culm, and the retention of preservative. The anatomical structure of the bamboo trunk before preserving was also observed. The results showed that the average flow times in andong bamboo and betung bamboo were 37.75 minutes and 41.50 minutes, respectively. The average retention of entiblu solution on andong bamboo was 3.49 kg/m³ and on betung bamboo was 3.60 kg/m³. Keywords: andong bamboo, betung bamboo, anatomical structure, boucherie method, entiblu preservative

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The Study Bolted Joints Strength in Bamboo-Concrete Composite

Yusra

2023

CEBEL

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Bamboo ropes assembled in parallel and filled with mortar to create a composite structure. This study uses fixed loads and uses the EYM method. The purpose of this study is to investigate how connection strength, maximum load and stiffness values in normal weight concrete. The concrete design 25MPa used for threaded connections with diameters of 6 mm, 8 mm, and length of 40 cm. This study provides a maximum stress analysis of bolted joint strength and joint behavior. In this test, the study yielded a P-max value of 88.25kN at 6 mm diameter and a P min value of 16.87kN at 6 mm diameter for each variation of the sample. The P-Max value for 8 mm diameter is 29.71kN and the P-Min value for 8 mm diameter is 10.1kN. The stiffness values for each variant with a K-Max value of 41.53kN for diameter six and a K-Min value of 0.96kN for diameter six are 1.98kN K-Max value and 1.98kN K-Min value for diameter 8 mm, 0.21kN for diameter eight. The lateral resistance gives the same result of 8.8kN as for the ones melting point model. The maximum value of the pivot strength at 6 mm diameter and 40% load is 41.53kN/mm2. The highest value of the 40% load test with a diameter of 8 mm is 1.98kN/mm2. Two angle variations used in the test: 45° and 60°. The angular change of the sample damaged during the test was 60°, and the sample damage was 8 mm in diameter.

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Efektivitas Pengawetan Bambu Petung Dan Gewang Menggunakan Boron Dan CCB Secara Rendaman Dingin Dan Boucherie Yang Dimodifikasi

Cited by 3 publications

References 7 publications

Investigation of normal concrete properties with the addition of micro reinforcement

Investigation of normal concrete properties with the addition of micro reinforcement

Pengawetan Bambu dengan Metode Boucherie

The Study Bolted Joints Strength in Bamboo-Concrete Composite

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