PROPERTI BETON SEGAR DAN BETON KERAS UNTUK BETON SERAT KACA (FIBER GLASS)

On this research to apply the concept of the use of fiber glas the mix of fresh concrete and concrete hard on the concrete roof plate and the influence of the addition of fiber glas on the concrete slurr. Manufacture of concrete mortar mix on it using a mixture of cement, sand, gravel and fiber glas...

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Bibliographic Details
Main Authors: , WARTUM ILMANNUDDIN, , Agus Kurniawan, ST., MT. Ph.D
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/124343/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=64464
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Institution: Universitas Gadjah Mada
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Summary:On this research to apply the concept of the use of fiber glas the mix of fresh concrete and concrete hard on the concrete roof plate and the influence of the addition of fiber glas on the concrete slurr. Manufacture of concrete mortar mix on it using a mixture of cement, sand, gravel and fiber glas with a concentration of 0%, 0.50%, 1.0%, 1.5 %, 2.0 %, 2.5 % and 5.0 % of the cement weight. The purpose of this research is to know the advantages of concrete mixed with fiber glas. From the research that has been done can be inferred that by adding fiber to concrete mortar then in addition to the ability to withstand the bending is increased, at the same time the ability to absorb energy dramatically increases. Workability test, fresh concrete slump and test by VB-Time. Test of cylindrical concrete objects with dimensions 15 cm x 30 cm with a variation of 0%, 0.50%, 1.0%, 1.5 %, 2.0 %, 2.5 % and 5.0 % testing powerful press and strong pull side by using the test cylinder diameter 15 cm cmx30 with glass fibre levels 0%, 0.50%, 1.0%, 1.5 %, 2.0 %, 2.5 % and 5.0 %. The results showed that an increase in compressive strength of the concrete individual Fiberglass to Fiberglass concrete 0% respectively on a concrete Fiberglass 0.50%, 1.0%, 1.5 %, 2.0 %, 2.5 % and 5.0 % .