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Pemanfaatan Terak Tanur Tinggi dari Hasil Pembakaran Bata Merah Desa Bogor Cawas Klaten Sebagai Bahan Tambah dan Kapur Tohor Sebagai Pengganti Semen Untuk Campuran Beton

机译:茂物村Cawas Klaten用红砖燃烧产生的高炉渣作为添加剂,Tohor石灰替代混凝土混合物的水泥

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摘要

Concrete is a mixture of cement, coarse aggregate, fine aggregate, water and material can also be added which will vary greatly on a certain percentage in order to function better and more economical. The addition of slag blast furnace from the burning red brick (TBM) which is mashed as an ingredient added to the concrete mix is ​​expected to be one of the alternatives are quite good and the provision of quicklime as a substitute for cement is intended to become the connective important and widely used in the physical development of concrete , The purpose of this study was to determine differences in compressive strength, tensile strength and flexural strength concrete resulting from the addition of blast furnace slag from the burning red brick with adhesive cement or cement and quicklime. Percentage variation of the addition of blast furnace slag powder from the burning red brick is 0%, 5%, 7.5%, 10%, 12.5%, 15% by weight of cement, and the percentage of calcium oxide is 25% by weight of cement as a substitute partly cement. The total number of concrete specimen there are 36 pieces, 24 pieces in the form of concrete cylinders with a diameter of 15 cm and 30 cm high and 12 pieces in the form of concrete beams with a length of 60 cm, height 20 cm and width 10 cm. Concrete is not reinforced and the tests performed are testing concrete compressive strength, tensile strength and flexural strength of concrete sides of the concrete after 28 days, mix design using Road Note no.4. From the test results of compressive strength of normal concrete using cement adhesive is 18.108 MPa, with the addition of powder TBM 12.5% ​​yield maximum compressive strength of 27,954 MPa, so that an increase of 35.223%. The compressive strength of normal concrete using adhesive cement and quicklime amounted to 25% of the weight of cement is 13.807 MPa, with the addition of 10% TBM produces maximum compressive strength of 22.125 MPa, so that an increase of 37.596%. Testing the tensile strength of normal concrete sides using adhesive cement is 6.889 MPa, with the addition of powder TBM 12.5% ​​yield maximum tensile strength divided by 10.044 MPa, so that an increase of 31.416%. The value of tensile strength of normal concrete sides using adhesive cement and quicklime amounted to 25% of the weight of cement is 5.822 MPa, with the addition of 5% powder TBM produces maximum tensile strength of 8.4 MPa sides, so an increase of 30 668%. Testing of flexural strength of normal concrete using cement adhesive is 5773 MPa, with the addition of 15% TBM powder produces a maximum flexural strength of 6.227 MPa, so that an increase of 7.301%. The value of flexural strength of normal concrete using adhesive cement and quicklime amounted to 25% of cement weight is 2,971 MPa, with the addition of powder TBM 12.5% ​​yield maximum flexural strength of 6.042 MPa, so that an increase of 50.825%.
机译:混凝土是水泥,粗骨料,细骨料,水和材料的混合物,也可以添加一定比例的水泥,以发挥更好和更经济的作用。预计从燃烧的红砖(TBM)中添加矿渣高炉,将其捣碎作为添加到混凝土混合物中的成分,这是相当不错的选择之一,并且打算提供生石灰作为水泥的替代品成为重要的连接材料,并广泛用于混凝土的物理开发中,本研究的目的是确定由于在燃烧红砖中加入高炉渣和粘结性水泥而导致的混凝土抗压强度,抗拉强度和抗弯强度的差异或水泥和生石灰。从燃烧的红砖中加入高炉炉渣粉的百分比变化为水泥的0%,5%,7.5%,10%,12.5%,15%(重量),氧化钙的百分比为水泥的25%(重量)。水泥作为替代品的一部分。混凝土标本总数为36件,直径为15厘米,高30厘米的混凝土圆柱体形式为24件,长度为60厘米,高度为20厘米,宽度为60毫米的混凝土梁形式为12件。 10厘米未对混凝土进行加固,所进行的测试是在28天后测试混凝土的抗压强度,抗拉强度和抗弯强度,并使用4号注释进行混合设计。从使用水泥胶粘剂的普通混凝土的抗压强度的测试结果为18.108 MPa,加上粉末TBM的12.5%产生的最大抗压强度为27954 MPa,从而增加了35.223%。使用胶粘水泥和生石灰的普通混凝土的抗压强度为水泥重量的25%,为13.807 MPa,添加10%的TBM产生的最大抗压强度为22.125 MPa,因此增加了37.596%。使用粘合剂水泥测试普通混凝土面的抗拉强度为6.889 MPa,添加粉末TBM的最大屈服强度为12.5%的除以10.044 MPa,从而增加了31.416%。使用胶粘水泥和生石灰的普通混凝土侧面的抗拉强度值为水泥的25%,值为5.822 MPa,添加5%粉末TBM产生的最大侧面抗拉强度为8.4 MPa,因此增加了30668 %。使用水泥胶粘剂测试普通混凝土的抗弯强度为5773 MPa,添加15%的TBM粉产生的最大抗弯强度为6.227 MPa,因此增加了7.301%。使用胶粘水泥和生石灰的普通混凝土的挠曲强度值占水泥重量的25%为2,971 MPa,添加粉末TBM 12.5%产生的最大挠曲强度为6.042 MPa,因此增加了50.825%。

著录项

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    Yuliaritno Eko;

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  • 年度 2015
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