ABSTRACTIONududAlong with the rapid development of the current development , the use of brick as a building wall can be replaced with a wall panel usage . Wall panel is one of the technological developments in the field of precast concrete ( precast) . Precast wall ( precast) is not a structural element , which has sought to use a relatively light weight so it does not place an increased burden for the structure of the building .udIn this study aims to determine how much the compressive strength and flexural strength reinforcement diagonal wall panels without steel reinforcement and wall panels with a diagonal reinforcement steel reinforcement. Reinforcing steel is a material that has a high tensile strength. In this study attempted reinforcing steel reinforcement is applied as a diagonal with water factor cement (fas) of 0.45. the sample used is a concrete cylinder with a height of 15 cm and a diameter of 30 cm sebanyk 5 pieces, wall panels with a length of 100 cm, width of 50 cm and a height of 7 cm 16 units. From the results of research conducted at the Laboratory of Building Materials, Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Surakarta, obtained an average density of concrete cylinders of 1,709 gr / cm3, so it can be classified as lightweight concrete, with an average compressive strength of 5.83 MPa, whereas the compressive strength testing panel wall without diagonal reinforcement steel reinforcement of 2,094 MPa, while the average value of the compressive strength of a wall panel with a diagonal reinforcement of 2,472 MPa steel reinforcement, of the research results using the value of the diagonal reinforcement steel the higher the compressive strength. In the flexural strength testing panel wall without diagonal reinforcement steel reinforcement amounting to 2.755 MPa, while the average value of flexural strength reinforcement wall panel with a diagonal of 7.214 MPa steel reinforcement, of the results of these studiesby using steel reinforcement diagonal then the higher the compressive strength.ududKeywords : Wall Panels , Compressive Strength , Strong Flexible, Diagonal Reinforcement Steel Reinforcement
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机译：摘要 ud ud随着当前发展的迅速发展，可以将砖作为建筑墙体的使用替换为墙板的用途。墙板是预制混凝土（precast）领域的技术发展之一。预制墙（precast）不是结构元素，它试图使用相对较轻的重量，因此不会给建筑物的结构增加负担。 ud本研究旨在确定抗压强度和抗弯强度高强度对角墙板，不带钢筋，以及对角墙板，带对角钢筋。钢筋是具有高拉伸强度的材料。在这项研究中，尝试使用水系数水泥（fas）为0.45的对角线加固钢筋。使用的样品是一个高度为15厘米，直径为30厘米的sebanyk 5件的混凝土圆柱体，长度为100厘米，宽度为50厘米，高度为7厘米的墙板16个单位。根据穆罕默迪亚大学苏拉卡塔大学工程学院土木工程系建筑材料实验室的研究结果，得出混凝土圆柱的平均密度为1,709克/立方厘米，因此可以归类为轻质混凝土。平均抗压强度为5.83 MPa，而无对角钢筋的壁板的抗压强度为2,094 MPa，而对角钢筋为2,472 MPa的壁板的抗压强度平均值斜角钢筋的抗压强度越高。在无对角钢筋的情况下，抗弯强度测试面板墙的屈服强度为2.755 MPa，在对角钢筋为7.214 MPa的情况下，抗弯强度平均值为墙体强度的平均值。 ud ud关键字：墙板，抗压强度，强韧性，对角钢筋
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