Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hybrid fiber reinforced concrete material and preparation method thereof
The invention discloses a hybrid fiber reinforced concrete material and a preparation method thereof. The invention relates to the field of building engineering materials. The building material is prepared from the following components in parts by mass: 139 parts of water, 290 parts of cement, 683 parts of sand, 1034 parts of stone, 65 parts of fly ash, 65 parts of mineral powder, 4.2 parts of a water reducing agent, 180 parts of steel fiber and 4.5 parts of basalt fiber. The hybrid fiber reinforced concrete material prepared according to the mixing ratio provided by the invention has the advantages of high shear strength, axial tensile strength, four-point bending strength and splitting tensile strength, and the 28d cubic compressive strength of the hybrid fiber reinforced concrete material is 75.4 MPa, the axial compressive strength is 51.0 MPa, the axial tensile strength is 4.33 MPa, the splitting tensile strength is 5.2 MPa, and the compressive strength of the hybrid fiber reinforced concrete material is 8.2 MPa. The shear strength is 11.9 MPa, the peak strength of a four-point bending test is 8.79 MPa, and the shear strength and the peak strength are both higher than those of plain concrete and hybrid fiber concrete as a contrast.
本发明公开了一种混杂纤维增强混凝土材料及制备方法。本发明涉及建筑工程材料领域,各组分的配合比设计按质量份数为:水:139份,水泥:290份,砂:683份,石子:1034份,粉煤灰:65份,矿粉:65份,减水剂:4.2份,钢纤维:180份,玄武岩纤维:4.5份。通过本发明提供的配合比制作的混杂纤维混凝土材料具有抗剪强度、轴向抗拉强度、四点弯曲强度和劈裂抗拉强度高的优点,本发明制作的混杂纤维增强混凝土材料28d立方体抗压强度为75.4MPa,轴心抗压强度为51.0MPa,轴心抗拉强度为4.33MPa,劈裂抗拉强度为5.2MPa,抗剪切强度为11.9MPa,四点弯曲试验峰值强度为8.79MPa,都要高于素混凝土及作为对照的混杂纤维混凝土。
Hybrid fiber reinforced concrete material and preparation method thereof
The invention discloses a hybrid fiber reinforced concrete material and a preparation method thereof. The invention relates to the field of building engineering materials. The building material is prepared from the following components in parts by mass: 139 parts of water, 290 parts of cement, 683 parts of sand, 1034 parts of stone, 65 parts of fly ash, 65 parts of mineral powder, 4.2 parts of a water reducing agent, 180 parts of steel fiber and 4.5 parts of basalt fiber. The hybrid fiber reinforced concrete material prepared according to the mixing ratio provided by the invention has the advantages of high shear strength, axial tensile strength, four-point bending strength and splitting tensile strength, and the 28d cubic compressive strength of the hybrid fiber reinforced concrete material is 75.4 MPa, the axial compressive strength is 51.0 MPa, the axial tensile strength is 4.33 MPa, the splitting tensile strength is 5.2 MPa, and the compressive strength of the hybrid fiber reinforced concrete material is 8.2 MPa. The shear strength is 11.9 MPa, the peak strength of a four-point bending test is 8.79 MPa, and the shear strength and the peak strength are both higher than those of plain concrete and hybrid fiber concrete as a contrast.
本发明公开了一种混杂纤维增强混凝土材料及制备方法。本发明涉及建筑工程材料领域,各组分的配合比设计按质量份数为:水:139份,水泥:290份,砂:683份,石子:1034份,粉煤灰:65份,矿粉:65份,减水剂:4.2份,钢纤维:180份,玄武岩纤维:4.5份。通过本发明提供的配合比制作的混杂纤维混凝土材料具有抗剪强度、轴向抗拉强度、四点弯曲强度和劈裂抗拉强度高的优点,本发明制作的混杂纤维增强混凝土材料28d立方体抗压强度为75.4MPa,轴心抗压强度为51.0MPa,轴心抗拉强度为4.33MPa,劈裂抗拉强度为5.2MPa,抗剪切强度为11.9MPa,四点弯曲试验峰值强度为8.79MPa,都要高于素混凝土及作为对照的混杂纤维混凝土。
Hybrid fiber reinforced concrete material and preparation method thereof
一种混杂纤维增强混凝土材料及制备方法
LI CHANGHUI (Autor:in) / XIE CHENGYAN (Autor:in) / WANG HUIYING (Autor:in) / YANG FANG (Autor:in) / QI LIN (Autor:in) / HUANG XIN (Autor:in) / WU KUN (Autor:in) / CHEN YU (Autor:in)
30.05.2023
Patent
Elektronische Ressource
Chinesisch
Glass fiber reinforced concrete material and preparation method thereof
Europäisches Patentamt | 2020
|Hybrid fiber reinforced coral sand concrete and preparation method thereof
Europäisches Patentamt | 2024
|Fiber reinforced composite material reinforced concrete beam member and preparation method thereof
Europäisches Patentamt | 2022
|Europäisches Patentamt | 2024
|Fiber reinforced foam concrete material and preparation process thereof
Europäisches Patentamt | 2021
|