Improving work efficiency for river bridge pier repair and reinforcement! Optional depth anchoring type temporary cofferdam method.
Development of a method to construct a dry space in a short period! Three anchoring types tailored to the repair and reinforcement range and foundation shape are available.
The "D-flip method" (arbitrary depth anchoring type temporary cutoff method) newly developed by "Daiichi Construction Industry Co., Ltd.", which has a proven track record in developing technologies to improve the work efficiency of seismic reinforcement and repair work for river bridges, is receiving positive feedback. This method involves setting up a small-scale temporary cutoff facility at the work site for the repair of bridge piers within rivers, creating a dry space that contributes to shortening construction periods and reducing costs—an innovative approach. This method is on par with other techniques developed by our company, such as mobile work scaffolding devices and mobile scaffolding devices for elevated bridges, and the intention behind its development is clear. *For more detailed information, please refer to the PDF materials. Feel free to contact us for further inquiries.*
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*You can view the detailed content of the article in the PDF document. For more information, please feel free to contact us.*
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*You can view the detailed content of the article in the PDF document. For more information, please feel free to contact us.*
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Our company operates as a comprehensive construction business based on railway construction, engaging in track inspection and maintenance, new installations, and the construction and repair of railway structures and related facilities. We also leverage the technical skills and proposal capabilities developed in this field to contribute broadly to civil engineering and architecture, taking on the creation of social infrastructure. We will respond accurately and flexibly to various situations, contributing to society through sustainable and rich urban development in both environmental and social aspects.
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