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Deadline construction materials Product List

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[Construction Example] Tokushima Prefecture Old Yoshinogawa Outer Cage Bridge

Introducing a case study of the temporary closure LPF method implemented in a narrow space of approximately 2.0m in height!

We implemented the "Temporary Closure LPF Method" at the Outer Kago Bridge over the old Yoshino River in Tokushima City, Tokushima Prefecture. The work was carried out in a narrow space of approximately 2.0m under the girder. Materials were loaded onto a barge and transported from the water using a crab crane. The position of the lifting device was moved to the top of the bridge pier to accommodate the lifting work. 【Case Overview】 ■ Temporary Closure Shape: Oval shape φ5.2m L=7.5m H=5.5m ■ Client: Tokushima City (Construction in FY 2015) ■ Construction Location: Outer Kago Bridge, old Yoshino River, Tokushima City, Tokushima Prefecture *For more details, please download the PDF or feel free to contact us.

  • Bridge Construction
  • Deadline construction materials

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[Construction Example] Koza Ohashi, Koza River, Wakayama Prefecture

A construction case of the Kozagawa Ohashi Bridge where work could be carried out without the influence of waves, except for the lowering of the liner plate!

At the Kozagawa Ohashi Bridge in Kozagawa, Wakayama Prefecture, the "Temporary Cofferdam LPF Method" was implemented. Due to the influence of waves from the sea, materials were transported using a rough-terrain crane from the road occupying the bridge deck. As a result, work could be carried out without the influence of waves, except for the lowering of the liner plates. 【Case Overview】 ■ Temporary Cofferdam Shape: Circular (4 units) φ9.0m H=7.0m ■ Client: Kinki Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism (Construction in FY 2014) ■ Construction Location: Kozagawa Ohashi, Kozagawa, Kushimoto Town, Higashimuro District, Wakayama Prefecture *For more details, please download the PDF or feel free to contact us.

  • Bridge Construction
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[Construction Example] Nozomi Bridge, Ariake Canal, Odaiba, Tokyo

An example of increasing the strength of liner plates and vertical beams to cope with water pressure!

At the Nozomi Bridge over the Ariake Canal in Odaiba, Minato Ward, Tokyo, we implemented the "temporary cutoff LPF method." We constructed a temporary cutoff exceeding a water depth of 10.0 meters. Materials were loaded onto a barge and constructed from the water's surface using a small crane. Due to the depth and water pressure, we enhanced the strength of the liner plates and vertical beams to accommodate the conditions. [Case Overview] ■ Temporary cutoff shape: oval (2 units) φ7.0m L=31.0m H=12.5m ■ Client: Tokyo Metropolitan Government (Construction in fiscal year 2015) ■ Construction location: Nozomi Bridge over the Ariake Canal, Odaiba, Minato Ward, Tokyo *For more details, please download the PDF or feel free to contact us.

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[Construction Case] Harumi Asahi Canal, Asahi Bridge, Tokyo

Temporary cutoff LPF method for constructing bridge piers in the central part of shallow rivers in Chuo Ward, Tokyo!

At the Asashio Bridge over the Asashio Canal in Harumi, Chuo Ward, Tokyo, the "Temporary Closure LPF Method" was implemented. The bridge pier in the shallow central part of the river was constructed. Materials were transported using a combination of a rough-terrain crane from the bridge deck and a simple floating barge. 【Project Overview】 ■ Temporary closure shape: Circular (3 units) φ7.5m H=6.5m ■ Client: Tokyo Metropolitan Government (Construction in fiscal year 2015) ■ Construction location: Asashio Bridge, Asashio Canal, Harumi, Chuo Ward, Tokyo *For more details, please download the PDF or feel free to contact us.

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[Construction Example] Kitakimazaka Bridge, Himeji City, Hyogo Prefecture

A case where materials were transported using a combination of a rough-terrain crane from the bridge deck and a simple float barge!

At the Kitai-mazaike Bridge in Himeji City, Hyogo Prefecture, the "Temporary Closure LPF Method" was implemented. The bridge pier in the central part of the river, where the water depth is shallow, was constructed. Materials were transported using a combination of a rough-terrain crane and a simple floating barge from above the bridge deck. 【Case Overview】 ■ Temporary closure shape: Circular (3 units) φ7.5m H=6.5m ■ Client: Hyogo Prefecture (Construction in fiscal year 2016) ■ Construction location: Kitai-mazaike Bridge, Himeji City, Hyogo Prefecture *For more details, please download the PDF or feel free to contact us.

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