Faisal Adeel, Abbas Safeer, Kazmi Syed Minhaj Saleem, Munir Muhammad Junaid
Civil Engineering Department, University of Engineering and Technology, Lahore 54890, Pakistan.
School of Engineering, RMIT University, Melbourne, VIC 3001, Australia.
Materials (Basel). 2023 Jan 5;16(2):512. doi: 10.3390/ma16020512.
Spin casting is the oldest method of manufacturing precast concrete pipes among all existing methods. While improved concrete mixtures incorporating fibers for other methods of concrete pipe manufacturing, such as the vibration method and roller compaction method, have been developed, no such concrete mixture has yet been developed for spun-cast concrete pipes. This study was designed to explore the possibility of incorporating locally manufactured steel fibers and commercially available polypropylene fibers to develop an improved concrete mixture for use in the manufacturing of full-scale spun-cast concrete pipes. The used steel fibers were of two types, i.e., straight and bundled steel fibers, manufactured by cutting locally available long straight and bundled steel wires, respectively. Various dosages of steel fibers (i.e., 20, 30, 40, and 50 kg/m) and polypropylene fibers (i.e., 5, 10, 15, and 20 kg/m) were used in mono and hybrid (steel and polypropylene) forms. The properties in the fresh state and mechanical properties of the test mixtures were investigated. Full-scale spun-cast concrete pipes having a 450 mm internal diameter were manufactured and tested using the three-edge bearing test. The compressive strength of the mixtures was largely insensitive to the dosage of the fibers. The splitting tensile strength of all fiber-reinforced concrete mixtures was higher than that of the reference mixture without fibers, with a 24% increase recorded for the concrete mixture incorporating 50 kg/m of bundled steel fibers relative to the reference mixture with no fibers. The flexural performance of the fiber-reinforced concrete mixtures was superior to that of the reference mixture without fibers in terms of flexural strength, toughness, residual strength, and crack control, with up to 28% higher flexural strength relative to the reference mixture without fibers. The three-edge bearing tests on full-scale spun-cast pipes incorporating steel fibers showed that the use of fibers is a promising alternative to the traditional steel cage in spun-cast concrete pipes.
离心浇筑是所有现有方法中制造预制混凝土管最古老的方法。虽然已经开发出用于其他混凝土管制造方法(如振动法和滚压法)的含纤维的改良混凝土混合物,但尚未开发出用于离心浇筑混凝土管的此类混凝土混合物。本研究旨在探索掺入本地制造的钢纤维和市售聚丙烯纤维以开发用于制造全尺寸离心浇筑混凝土管的改良混凝土混合物的可能性。所使用的钢纤维有两种类型,即直钢纤维和成束钢纤维,分别通过切割本地可得的长直钢丝和成束钢丝制造。以单一和混合(钢和聚丙烯)形式使用了不同剂量的钢纤维(即20、30、40和50千克/立方米)和聚丙烯纤维(即5、10、15和20千克/立方米)。研究了试验混合物的新拌状态性能和力学性能。制造了内径为450毫米的全尺寸离心浇筑混凝土管,并使用三点加载试验进行测试。混合物的抗压强度在很大程度上对纤维剂量不敏感。所有纤维增强混凝土混合物的劈裂抗拉强度均高于无纤维的参考混合物,相对于无纤维的参考混合物,掺入50千克/立方米成束钢纤维的混凝土混合物的劈裂抗拉强度提高了24%。纤维增强混凝土混合物的弯曲性能在弯曲强度、韧性、残余强度和裂缝控制方面优于无纤维的参考混合物,相对于无纤维的参考混合物,弯曲强度提高了28%。对含钢纤维的全尺寸离心浇筑管进行的三点加载试验表明,在离心浇筑混凝土管中使用纤维是传统钢筋笼的一种有前景的替代方案。