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Civil Engineering Forum Teknik Sipil
Published by Universitas Kristen Petra Surabaya
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 54 Documents
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PENGARUH PENGAWETAN TERHADAP KEKUATAN DAN KEAWETAN PRODUK LAMINASI BAMBU Aini, Nurul; Morisco, Morisco; Anita, Anita
Civil Engineering Forum Teknik Sipil Vol 19, No 1 (2009): JANUARI 2009
Publisher : Civil Engineering Forum Teknik Sipil

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Abstract

The need of housing corresponds with the increasing population growth. Such condition affects the demand of timber used for building construction. On the other hand, the government extremly minimizes forest logging to protect the forest from degradation. To solve the problem of increasing need of timber, one of the efforts is by utilzing bamboo as local materials for laminated products. However besides the advantages, bamboo is a susceptible material for organism. Improving the durability of bamboo againts organism can be achieved through preservation.This research (study) is aimed to recognize the effect of bamboo preservation to the strength and durability of laminated bamboo. In this study, Petung bamboo (Dendrocalamus sp) was treated with boron plus 63% preservative with the concentration of 1.57% and 3.15% using Bouherie-Morisco method with 3 kg/cm2 and 4kg/cm2 air pressure. The glulam bamboos in 25 mm x 30 mm x 2000 mm dimension were made from preserved bamboo with polimer isocyanate adhesive in 50#/MSGL under 1.2 Mpa pressure. Untreated bamboo were used as control for each treatment, 3 aplications were applied. Results of this research showed that moisture content was affected by the preservation pressure. The preservation treatments were not affected by the density, compressive strength parallel to the grain, tensile strength parallel to the grain, internal bond strength, horizontal bending strength, vertical bending strength, horizontal modulus of elasticity, vertical modulus of elasticity of the tested glulam bamboo as well as retention of preservatives was affected by the concentration of preservatives or the pressure of the treatment. The treatment method affected the termites mortality percentage but not the mass lost percentage. The physical and mechanical properties of treated bamboo was not indefference to the untreated bamboo. There was a tendency that mass lost precentage in untreated bamboo was higher than in treated bamboo while the termite mortality percentage in treated bamboo was lower than un treated bamboo.
EVALUASI TINGKAT KERUSAKAN JALAN DENGAN METHODE PAVEMENT CONDITION INDEX (PCI) UNTUK MENUNJANG PENGAMBILAN KEPUTUSAN (Studi Kasus: Jalan Lingkar SeLatan, Yogyakarta) Suswandi, Agus; Sartono, Wardhani; Christady H, Hary
Civil Engineering Forum Teknik Sipil Vol 18, No 3 (2008): SEPTEMBER 2008
Publisher : Civil Engineering Forum Teknik Sipil

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Abstract

Being functioned as the main transportation line for passengers and cargo, any distress on the pavement of South Ring Road in Yogyakarta requires rehabilitation to prevent severe condition. But before the rehabilitation is carried out, it is required to evaluate the road pavement condition. The objective of this study is to appraise or to value the road pavement condition. This research implementation was visually completed by using Pavement Condition Index Method. It was started by dividing the road into several research units in 100 x 3.5 m by size for each unit sample. Then, each of the research unit was observed and measured to identify the distress type and severity level in order to obtain PCI rating value of the pavement. Result of the study showed that the distress types included the alligator cracking, block cracking, depression, longitudinal and transverse cracking, patching, polished aggregate, shoving, slippage cracking and weathering/graveling. The prevailing ones were block cracking and alligator cracking. The damages occurred only on some parts of the segment. Therefore, it was better to adjust the treatment for such damage for the distress type. Treatment priorities should be given to sample unit 23 B (lane 1) due to its smallest PCI value, which was 22, with VERY POOR condition pavement rating.
PENGARUH COMPACTION RATIO TERHADAP SIFAT PAPAN LANTAI PARTIKEL KAYU JATI DAN SENGON Widayanto, Widayanto; Morisco, Morisco; Prayitno, T.A.
Civil Engineering Forum Teknik Sipil Vol 17, No 2 (2007): MEI 2007
Publisher : Civil Engineering Forum Teknik Sipil

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Abstract

Wood particle board is one of building materials which can be used as floor like solid wood. To utilize particle boards with appropriate compaction ratio, study should be conducted to know the influence of compaction ratio on the particle board characteristics of two wood species namely teak and sengon, and the research result could be used as a base of the assessment to particle board for building. The preliminary test was done to know the density of teak and sengon wood. This study used teak and sengon wood particles with 10% by weight of particle urea formaldehyde adhesive UA-147. This study was arranged in the completely randomised design with factorial experiment. The factors in this experiment were compaction ratio and wood species, while the parameters which observed were density, water content, water absorption, thickness swelling, internal bonding, hardness, MOE, and MOR. The research result showed that the higher compaction ratio, the higher density, internal bonding, hardness, MOR and MOE of both species particle board, the higher thickness swelling, and the lower water absorption of sengon particle board. The highest average density of the teak particle board was 0,80 g/cm3 (J1K3) and 0,67 g/cm3 for sengon (J2K6). The highest average internal bonding of the teak particle board was 5,20 kg/cm2 (J1K3) and 5,85 kg/cm2 for sengon (J2K6). The highest average hardness of the teak particle board was 666,7 kg/cm2 (J1K3) and 533,3 kg/cm2 for sengon (J2K6). The highest average MOR of the teak particle board was 145,9 kg/cm2 (J1K3) and 162,7 kg/cm2 for sengon (J2K6). The highest average thickness swelling of the sengon particle board was 30,76% (J2K4) and 11,84% the lowest (J2K3). The highest average MOE of the sengon particle board was 18605,45 kg/cm2 (J2K6) and 22580,41 kg/cm2 for the teak (J1K3). The highest average water absorption of the sengon particle board was 170,30% (J2K1) and 72,12% the lowest (J2K6). With the same compaction ratio of the teak and sengon particle board, the teak wood species had the better physic and mechanic characteristics than sengon. Based on the comparation result with some industries standard of the particle board, it showed that particle boards J2K1, J2K2, and J2K3 did not correspond to some industries standard.
KUAT TEKAN BAMBU LAMINASI DAN APLIKASINYA PADA RUMAH TRADISIONAL BALI (BALE DAJE/BANDUNG) Eratodi, I.G.L. Bagus; Morisco, Morisco; Prayitno, T.A.
Civil Engineering Forum Teknik Sipil Vol 18, No 1 (2008): JANUARI 2008
Publisher : Civil Engineering Forum Teknik Sipil

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Abstract

Building material technological development recently is very fast, and in every technological innovation creation, it’s inspired by some of the main purpose, such as: cost efficiency, material use optimization, conservation and development of natural material, smart building material technology and ecologically friendly. Lamination bamboo technology is a product that can act as substitution material of wood that can be customized with the need. In the effort to support the innovation of lamination bamboo as a wood substitution in Balinese traditional building, the characteristic mechanics of lamination bamboo as column in supporting axial loading should be known. Lamination bamboo for the experiemnt was made in the form of column with two kind of longitudinal section dimension, size 20x20 mm with slenderness value (λ) of 50, 75, 100, 125, and 150, and size 120x120 mm with the length of 2400 mm (as the dimension in Balinese traditional building). The bamboo used were petung bamboo made of blade about 5x20 mm attached to glue of Urea Formaldehyde (UF) and pressed with a pressure of 2,0 MPa. The research stage was physical property test and the mechanic of petung bamboo material, and continued with a process of making the lamination bamboo column and carving. Pressure axial loading for testing of column the lamination bamboo used hinge placement bamboo until maximum loading, big deformation and not until collapse. The technological innovation of lamination bamboo was able to increased the pressure strength of blade until 36,02% compared to the bamboo material used. The role of glue and pressing given a substantial contribution on pressure strength of lamination bamboo, so besides having a capability to be made with dimension and form us want, lamination bamboo also had high pressure strength. Lamination bamboo pressure strength of petung bamboo in variety of slenderness had pressure strength less with the higher slenderness. The pressure voltage in the smallest slenderness, λ=50 is 60,093 MPa until the blade with the highest slenderness, λ=150 is 12,946 MPa while for the plain and carved structural model they were 25,578 MPa and 23,529 Mpa respectively. The formula of proposal in column pressure strength modeling of lamination bamboo material for for λ< λb , σtk = σd [1-0.4 λr2] and λ> λb, σtk = (π2E)/λ r2. The treatment of carving in structural lamination bamboo column weakens the support to average axial load of 41,15% and the decrease of average pressure voltage of 8,009%.

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