A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction process for minimally invasive repair of wear-resistant concrete ground
The invention discloses a construction process for minimally invasive repair of a wear-resistant concrete ground, which belongs to the technical field of concrete pavement repair and comprises a series of procedures of milling operation, joint cutting, floating dust removal, ground cleaning, interface agent brushing, high-strength grouting material filling, construction of a minimally invasive repair wear-resistant concrete surface layer, construction of a penetrant and injection of caulking glue into an expansion joint. The surface of the concrete pavement is repaired and maintained. In the construction process, an interface agent is adopted to improve the bonding capacity of a pavement base material and a concrete minimally invasive repairing wear-resisting surface layer, high-strength grouting materials are adopted for filling, the repaired concrete ground is firm in structure and not prone to damage, and a penetrating agent is adopted to enable the repairing materials to penetrateinto the position below the concrete pavement. Pavement usability is recovered. Meanwhile, gaps of the pavement are sealed, tiny cracks of the pavement are healed, and the adopted repairing material is high in adaptability, early in strength, rapid in hardening, good in durability, excellent in volume stability, good in environmental compatibility and simple in construction process.
本发明公开了一种混凝土微创修补耐磨地面的施工工艺，属于混凝土路面修补技术领域，包括铣刨作业、切缝、清除浮尘、清洗地面、涂刷界面剂、高强灌浆料填充、混凝土微创修补耐磨面层施工、渗透剂施工、伸缩缝注入嵌缝胶一系列工序，对混凝土路面表面进行维修和养护，其中，施工工艺中采用界面剂提高路面基材和混凝土微创修补耐磨面层的粘结能力，采用高强灌浆料填充，修补后混凝土地面结构牢固、不易损坏，采用渗透剂使得修补材料能够渗透进入混凝土路面以下，恢复路面使用性能，同时密封路面空隙，愈合路面细小裂缝，采用的修补材料适应性强、早强快硬、耐久性好、体积稳定性优、环境相容性好，且施工工艺简单。
Construction process for minimally invasive repair of wear-resistant concrete ground
The invention discloses a construction process for minimally invasive repair of a wear-resistant concrete ground, which belongs to the technical field of concrete pavement repair and comprises a series of procedures of milling operation, joint cutting, floating dust removal, ground cleaning, interface agent brushing, high-strength grouting material filling, construction of a minimally invasive repair wear-resistant concrete surface layer, construction of a penetrant and injection of caulking glue into an expansion joint. The surface of the concrete pavement is repaired and maintained. In the construction process, an interface agent is adopted to improve the bonding capacity of a pavement base material and a concrete minimally invasive repairing wear-resisting surface layer, high-strength grouting materials are adopted for filling, the repaired concrete ground is firm in structure and not prone to damage, and a penetrating agent is adopted to enable the repairing materials to penetrateinto the position below the concrete pavement. Pavement usability is recovered. Meanwhile, gaps of the pavement are sealed, tiny cracks of the pavement are healed, and the adopted repairing material is high in adaptability, early in strength, rapid in hardening, good in durability, excellent in volume stability, good in environmental compatibility and simple in construction process.
本发明公开了一种混凝土微创修补耐磨地面的施工工艺，属于混凝土路面修补技术领域，包括铣刨作业、切缝、清除浮尘、清洗地面、涂刷界面剂、高强灌浆料填充、混凝土微创修补耐磨面层施工、渗透剂施工、伸缩缝注入嵌缝胶一系列工序，对混凝土路面表面进行维修和养护，其中，施工工艺中采用界面剂提高路面基材和混凝土微创修补耐磨面层的粘结能力，采用高强灌浆料填充，修补后混凝土地面结构牢固、不易损坏，采用渗透剂使得修补材料能够渗透进入混凝土路面以下，恢复路面使用性能，同时密封路面空隙，愈合路面细小裂缝，采用的修补材料适应性强、早强快硬、耐久性好、体积稳定性优、环境相容性好，且施工工艺简单。
Construction process for minimally invasive repair of wear-resistant concrete ground
一种混凝土微创修补耐磨地面的施工工艺
LYU TINGJIAN (author) / LU XUDONG (author) / MAO WEIFENG (author) / JIA GUANGYU (author) / LANG XIANMEI (author) / ZHANG HAN (author)
2020-11-03
Patent
Electronic Resource
Chinese
Large-area wear-resistant concrete ground construction method
| European Patent Office | 2015
Wear-resistant concrete construction
| Engineering Index Backfile | 1959