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Unreinforced self-reinforced cement-based printing concrete and preparation method thereof
The invention discloses an unreinforced self-reinforced cement-based printing concrete and a preparation method thereof, and belongs to the technical field of 3D printing concrete. The unreinforced self-reinforced cement-based printing concrete comprises the following components in parts by weight: 100 parts of a cementing mixed material, 0.3 to 2.0 parts of a chemical modifying material, which comprises clay powder, an efficient strong plasticizer and a mineral additive; 147 to 175 parts of aggregate; and 33 to 49 parts of water; wherein the doping amount of fibers is 1.5-2.3 kg/m<3>. Material configuration parameters, printing process parameters and structural performance parameters are taken as design objectives, and the requirements of working performance, extrusion performance, self-supporting performance, construction performance, working time and mechanical performance under an unreinforced condition are met. The prepared unreinforced self-reinforced cement-based printing concrete can meet the requirement of large-scale building construction of 3D printing concrete under an unreinforced condition.
本发明公开了一种无筋自强水泥基打印混凝土及配制方法,属于3D打印混凝土技术领域。无筋自强水泥基打印混凝土包括如下单位体积质量的组分:胶结混合材料:100份,化学改性材料0.3‑2.0份,包括黏土粉、高效大幅塑化剂、矿物外加剂;集料:147‑175份;水:33‑49份;纤维掺入量为1.5‑2.3kg/m。本发明以材料配置参数、打印工艺参数和结构性能参数为设计目标,满足无筋条件下工作性能、挤出性能、自支撑性能、建造性能、工作时间和力学性能要求。所配置的无筋自强水泥基打印混凝土可满足无筋条件下3D打印混凝土的规模化建造施工。
Unreinforced self-reinforced cement-based printing concrete and preparation method thereof
The invention discloses an unreinforced self-reinforced cement-based printing concrete and a preparation method thereof, and belongs to the technical field of 3D printing concrete. The unreinforced self-reinforced cement-based printing concrete comprises the following components in parts by weight: 100 parts of a cementing mixed material, 0.3 to 2.0 parts of a chemical modifying material, which comprises clay powder, an efficient strong plasticizer and a mineral additive; 147 to 175 parts of aggregate; and 33 to 49 parts of water; wherein the doping amount of fibers is 1.5-2.3 kg/m<3>. Material configuration parameters, printing process parameters and structural performance parameters are taken as design objectives, and the requirements of working performance, extrusion performance, self-supporting performance, construction performance, working time and mechanical performance under an unreinforced condition are met. The prepared unreinforced self-reinforced cement-based printing concrete can meet the requirement of large-scale building construction of 3D printing concrete under an unreinforced condition.
本发明公开了一种无筋自强水泥基打印混凝土及配制方法,属于3D打印混凝土技术领域。无筋自强水泥基打印混凝土包括如下单位体积质量的组分:胶结混合材料:100份,化学改性材料0.3‑2.0份,包括黏土粉、高效大幅塑化剂、矿物外加剂;集料:147‑175份;水:33‑49份;纤维掺入量为1.5‑2.3kg/m。本发明以材料配置参数、打印工艺参数和结构性能参数为设计目标,满足无筋条件下工作性能、挤出性能、自支撑性能、建造性能、工作时间和力学性能要求。所配置的无筋自强水泥基打印混凝土可满足无筋条件下3D打印混凝土的规模化建造施工。
Unreinforced self-reinforced cement-based printing concrete and preparation method thereof
无筋自强水泥基打印混凝土及配制方法
WANG JUNQIANG (author)
2020-07-03
Patent
Electronic Resource
Chinese
IPC:
C04B
Kalk
,
LIME
/
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
/
B33Y
ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
,
Additive (generative) Fertigung, d. h. die Herstellung von dreidimensionalen [3D] Bauteilen durch additive Abscheidung, additive Agglomeration oder additive Schichtung, z. B. durch 3D- Drucken, Stereolithografie oder selektives Lasersintern
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