A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of ultra-high performance concrete bridge deck structure
The invention relates to a construction method of an ultra-high performance concrete bridge deck structure, and belongs to the technical field of bridge construction. According to the construction method, a prefabricated surface layer plate manufactured in a plant is adopted, and the prefabricated surface layer plate comprises an asphalt surface layer on the top layer and a concrete layer on the bottom layer. After a main beam of a bridge is poured or erected and a continuous top surface of the main beam is formed, prefabricated surface layer plates are assembled, the adjacent prefabricated surface layer plates and splicing seams between the prefabricated surface layer plates and guardrails are sealed with asphalt, high-strength grouting materials are injected through grouting holes in the prefabricated surface layer plates in a pressing mode, gaps between the top surface of the main beam and the prefabricated surface layer plates are filled with the high-strength grouting materials, and the prefabricated surface layer plates are formed. Traffic can be opened after several days of maintenance. According to the construction method, field operation of the bridge deck structure is simplified, prefabrication and assembly are achieved in construction of the bridge deck structure, arrangement of the drainage holes and installation of the expansion joint device are facilitated, dependence of bridge deck construction on conventional asphalt paving equipment and rolling equipment is eliminated, and construction efficiency is improved. And the wiring engineering of the two opposite construction ends of the whole bridge has certain independence.
本发明涉及一种超高性能混凝土桥面结构的施工方法，属于桥梁施工技术领域。该施工方法采用在厂房内制作的预制面层板，所述的预制面层板包括顶层的沥青面层和底层的混凝土层。在桥梁的主梁浇筑或架设完成，且形成连续的主梁顶面后，拼装预制面层板，用沥青封闭相邻预制面层板以及预制面层板与护栏间的拼接缝，通过预制面层板上的注浆孔压注高强灌浆料，充满主梁顶面与预制面层板间的间隙，养护数日后即可开放交通。该施工方法简化了桥面结构的现场作业，使桥面结构的施工也实现了预制装配，且方便泄水孔的设置和伸缩缝装置的安装，消除了桥面施工对常规沥青摊铺设备和碾压设备的依赖，使整个桥梁的施工相对两端的接线工程具有一定的独立性。
Construction method of ultra-high performance concrete bridge deck structure
The invention relates to a construction method of an ultra-high performance concrete bridge deck structure, and belongs to the technical field of bridge construction. According to the construction method, a prefabricated surface layer plate manufactured in a plant is adopted, and the prefabricated surface layer plate comprises an asphalt surface layer on the top layer and a concrete layer on the bottom layer. After a main beam of a bridge is poured or erected and a continuous top surface of the main beam is formed, prefabricated surface layer plates are assembled, the adjacent prefabricated surface layer plates and splicing seams between the prefabricated surface layer plates and guardrails are sealed with asphalt, high-strength grouting materials are injected through grouting holes in the prefabricated surface layer plates in a pressing mode, gaps between the top surface of the main beam and the prefabricated surface layer plates are filled with the high-strength grouting materials, and the prefabricated surface layer plates are formed. Traffic can be opened after several days of maintenance. According to the construction method, field operation of the bridge deck structure is simplified, prefabrication and assembly are achieved in construction of the bridge deck structure, arrangement of the drainage holes and installation of the expansion joint device are facilitated, dependence of bridge deck construction on conventional asphalt paving equipment and rolling equipment is eliminated, and construction efficiency is improved. And the wiring engineering of the two opposite construction ends of the whole bridge has certain independence.
本发明涉及一种超高性能混凝土桥面结构的施工方法，属于桥梁施工技术领域。该施工方法采用在厂房内制作的预制面层板，所述的预制面层板包括顶层的沥青面层和底层的混凝土层。在桥梁的主梁浇筑或架设完成，且形成连续的主梁顶面后，拼装预制面层板，用沥青封闭相邻预制面层板以及预制面层板与护栏间的拼接缝，通过预制面层板上的注浆孔压注高强灌浆料，充满主梁顶面与预制面层板间的间隙，养护数日后即可开放交通。该施工方法简化了桥面结构的现场作业，使桥面结构的施工也实现了预制装配，且方便泄水孔的设置和伸缩缝装置的安装，消除了桥面施工对常规沥青摊铺设备和碾压设备的依赖，使整个桥梁的施工相对两端的接线工程具有一定的独立性。
Construction method of ultra-high performance concrete bridge deck structure
一种超高性能混凝土桥面结构的施工方法
WEI JIANDONG (author) / WU QINGBO (author) / HUANG YI (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
Steel bridge deck ultra-high performance concrete paving construction method
| European Patent Office | 2023
| European Patent Office | 2015
Steel bridge deck UHPC (Ultra High Performance Concrete) framing paving construction method
| European Patent Office | 2024
Bridge deck ultra-high performance concrete curing device
| European Patent Office | 2023