T. Putri, Alfian ' Kamaldi, Ridwan, Jurusan Teknik
{"title":"它设计的目的是加强钢筋混凝土的结构元素","authors":"T. Putri, Alfian ' Kamaldi, Ridwan, Jurusan Teknik","doi":"10.56208/jictech.1.1.38-44","DOIUrl":null,"url":null,"abstract":"Fiber Reinforced Polymer is a combination of two main materials Resin Polymer (plastic) as a binder matrix and Fiber (fiber) as reinforcement. This material has three fibers, namely Carbon, Glass, and Aramid. Glass fiber was used in this study, because it has a greater strain compared to other fibers. This study aims to design reinforced concrete structures using steel reinforcement and GFRP as well as to compare the reinforcement requirements of each reinforced concrete. Calculation of reinforcement for steel reinforced concrete refers to SNI 1726-2019, while for GFRP reinforced concrete it is based on ACI 440 1R-2015. This research begins by collecting data in the form of a design structure drawing of a 6-storey hypothetical building, with a total building height of 23 m. The hypothesis building has the number of spans in the X-axis direction is 5 with a distance between columns of 6 m, while the number of spans in the Y direction is 3 with a distance between columns of 5 m. The column dimensions for all floors are 60 cm x 60 cm, while the beam dimensions are 40 cm x 40 cm. The thickness of the floor and roof slabs is 12 cm and the concrete quality is 30 MPa. For the calculation of structural loading, dead load, live load and earthquake load are used and the design of reinforcement for conventional steel reinforced concrete structures and GFRP is carried out. Steel reinforced concrete structures with GFRP reinforced concrete have differences in the amount and diameter of reinforcement required. For beam elements bearing steel reinforcement, 24 pieces of flexural reinforcement are needed with a diameter of 19 mm, while for beam elements, GFRP reinforcement requires 12 pieces of flexural reinforcement with a diameter of 1 inch to 1,128 inches. For the field area, steel reinforcement beam elements need 12 pieces with a diameter of 19 mm, while for GFRP reinforcing beam elements require 8 pieces of flexural reinforcement with a diameter of 0.875 inch to 1.128 inch. In column elements, steel reinforcement and GFRP reinforcement require the same amount of main reinforcement, which is 32 pieces. However, in terms of diameter, steel reinforcement requires 25 mm diameter reinforcement, while GFRP is 1 inch in diameter.","PeriodicalId":115336,"journal":{"name":"Journal of Infrastructure and Construction Technology","volume":"19 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Disain Kebutuhan Tulangan Glass Fiber Reinforced Polymer (GFRP) Untuk Elemen Struktur Pada Bangunan Beton Bertulang\",\"authors\":\"T. 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引用次数: 0
摘要
纤维增强聚合物是两种主要材料的组合,树脂聚合物(塑料)作为粘结剂基体和纤维(纤维)作为增强剂。这种材料有三种纤维:碳纤维、玻璃纤维和芳纶纤维。本研究使用玻璃纤维,因为它比其他纤维具有更大的应变。本研究的目的是设计使用钢筋和玻璃钢的钢筋混凝土结构,并比较每种钢筋混凝土的钢筋要求。钢筋混凝土配筋计算参照SNI 1726-2019,玻璃钢混凝土配筋计算参照ACI 440 1R-2015。本研究首先以一幢6层假想建筑的设计结构图的形式收集数据,该建筑总高度为23米。假设建筑在x轴方向上的跨数为5个,柱间距离为6 m, Y方向上的跨数为3个,柱间距离为5 m。所有楼层的柱尺寸为60厘米× 60厘米,而梁尺寸为40厘米× 40厘米。楼板和屋面板厚度为12cm,混凝土质量为30mpa。结构荷载计算采用恒载、活载和地震荷载,并对常规钢筋混凝土结构和玻璃钢进行了配筋设计。钢混凝土结构与GFRP钢筋混凝土在所需钢筋的数量和直径上存在差异。对于承载钢筋的梁构件,需要24块直径为19毫米的抗弯钢筋,而对于梁构件,GFRP加固需要12块直径为1英寸至1128英寸的抗弯钢筋。对于现场区域,钢筋加固梁单元需要12根,直径为19mm,而对于GFRP加固梁单元需要8根弯曲钢筋,直径为0.875英寸至1.128英寸。柱单元中,钢筋加固与玻璃钢加固要求主加固量相同,均为32根。但在直径方面,钢筋要求直径为25mm的钢筋,而GFRP的直径为1英寸。
Disain Kebutuhan Tulangan Glass Fiber Reinforced Polymer (GFRP) Untuk Elemen Struktur Pada Bangunan Beton Bertulang
Fiber Reinforced Polymer is a combination of two main materials Resin Polymer (plastic) as a binder matrix and Fiber (fiber) as reinforcement. This material has three fibers, namely Carbon, Glass, and Aramid. Glass fiber was used in this study, because it has a greater strain compared to other fibers. This study aims to design reinforced concrete structures using steel reinforcement and GFRP as well as to compare the reinforcement requirements of each reinforced concrete. Calculation of reinforcement for steel reinforced concrete refers to SNI 1726-2019, while for GFRP reinforced concrete it is based on ACI 440 1R-2015. This research begins by collecting data in the form of a design structure drawing of a 6-storey hypothetical building, with a total building height of 23 m. The hypothesis building has the number of spans in the X-axis direction is 5 with a distance between columns of 6 m, while the number of spans in the Y direction is 3 with a distance between columns of 5 m. The column dimensions for all floors are 60 cm x 60 cm, while the beam dimensions are 40 cm x 40 cm. The thickness of the floor and roof slabs is 12 cm and the concrete quality is 30 MPa. For the calculation of structural loading, dead load, live load and earthquake load are used and the design of reinforcement for conventional steel reinforced concrete structures and GFRP is carried out. Steel reinforced concrete structures with GFRP reinforced concrete have differences in the amount and diameter of reinforcement required. For beam elements bearing steel reinforcement, 24 pieces of flexural reinforcement are needed with a diameter of 19 mm, while for beam elements, GFRP reinforcement requires 12 pieces of flexural reinforcement with a diameter of 1 inch to 1,128 inches. For the field area, steel reinforcement beam elements need 12 pieces with a diameter of 19 mm, while for GFRP reinforcing beam elements require 8 pieces of flexural reinforcement with a diameter of 0.875 inch to 1.128 inch. In column elements, steel reinforcement and GFRP reinforcement require the same amount of main reinforcement, which is 32 pieces. However, in terms of diameter, steel reinforcement requires 25 mm diameter reinforcement, while GFRP is 1 inch in diameter.