Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel fiber geopolymer pervious concrete and preparation method thereof
The invention discloses a steel fiber geopolymer pervious concrete material and a preparation method thereof, and belongs to the technical field of novel pavement materials of road engineering. The steel fiber geopolymer pervious concrete material provided by the invention comprises solid powder, aggregate, steel fibers, an alkali activator and a water reducing agent. The compressive strength of the steel fiber geopolymer pervious concrete provided by the invention is 24.67 MPa, the permeation coefficient is 6.31 mm/s, and the splitting tensile strength is 3.60 MPa.
本发明公开了一种钢纤维地聚物透水混凝土材料及其制备方法，属于道路工程新型路面材料技术领域。本发明提供的钢纤维地聚物透水混凝土材料包括固体粉料、骨料、钢纤维、碱激发剂、减水剂。本发明提供的钢纤维地聚物透水混凝土抗压强度为24.67MPa，透水系数为6.31mm/s，劈裂抗拉强度为3.60MPa。
Steel fiber geopolymer pervious concrete and preparation method thereof
The invention discloses a steel fiber geopolymer pervious concrete material and a preparation method thereof, and belongs to the technical field of novel pavement materials of road engineering. The steel fiber geopolymer pervious concrete material provided by the invention comprises solid powder, aggregate, steel fibers, an alkali activator and a water reducing agent. The compressive strength of the steel fiber geopolymer pervious concrete provided by the invention is 24.67 MPa, the permeation coefficient is 6.31 mm/s, and the splitting tensile strength is 3.60 MPa.
本发明公开了一种钢纤维地聚物透水混凝土材料及其制备方法，属于道路工程新型路面材料技术领域。本发明提供的钢纤维地聚物透水混凝土材料包括固体粉料、骨料、钢纤维、碱激发剂、减水剂。本发明提供的钢纤维地聚物透水混凝土抗压强度为24.67MPa，透水系数为6.31mm/s，劈裂抗拉强度为3.60MPa。
Steel fiber geopolymer pervious concrete and preparation method thereof
一种钢纤维地聚物透水混凝土及其制备方法
XU LINA (Autor:in) / LIU QILONG (Autor:in) / SUN SHUANG (Autor:in) / TIAN WEI (Autor:in) / DING XU (Autor:in) / LIU NING (Autor:in)
21.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
C04B
Kalk
,
LIME
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