Pengaruh Variasi Metode Curing terhadap Kuat Tekan Beton K-200

Suwarno, Suwarno (2021) Pengaruh Variasi Metode Curing terhadap Kuat Tekan Beton K-200.

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Abstract

One of the developments that is currently developing is in the construction sector. Development in this field becomes the foundation for further economic development. The development must be planned in such a way as to have proper efficiency. Planning includes the construction design and the quality of materials or construction materials. One of the materials that is widely used in the field of construction is concrete. Concrete is a material that is widely used in the field of construction because it is considered more economical and efficient. This concrete is widely used as a building material for structures such as bridge structures, multi-storey buildings. High strength concrete requires special treatment and cannot be achieved using only conventional materials. Concrete also has different types of concrete quality, namely the first is low quality, starting with quality K 125 - < K 175 which is usually used for work floors, then at low quality, starting from K 175 - < K250, it is used for concrete structures without reinforcement , then medium quality starting from K 250 - < K 400 is used for reinforced concrete, finally there is high quality starting from K 400-K800 used for prestressed concrete. very important factor in determining the quality of concrete. By doing concrete treatment (curing) you will get concrete that is watertight. Large evaporation will cause porous concrete. This study aims to determine how the effect of variations in curing methods on the compressive strength of K-200 concrete. Keywords: K-200 concrete, quality, curing

Item Type:	Article
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Prodi Teknik Sipil S1
Depositing User:	NR Nurul Huda
Date Deposited:	08 Jul 2023 02:24
Last Modified:	13 Jul 2023 04:54
URI:	http://repository.unik-kediri.ac.id/id/eprint/623

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