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Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project

Structural Form: Spatial pipe truss structure, total steel consumption 11,000 tons Project Location: South of Dezhou Railway Station Square, Dezhou Economic Development Zone, Dezhou City Design Institute: Beijing Qingshang Huanyi Architectural Design Institute Co., Ltd. Project Overview: This project is a first-class passenger station determined by the national highway transportation hub overall planning. It has high design standards and a large construction scale, covering an area of 200,000 square meters with a total construction area of 126,000 square meters.

Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project
Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project
Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project
Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project
Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project
Jinhua-Shanghai High-Speed Railway Dezhou Integrated Passenger Station Phase I Project

Structural Form: Spatial pipe truss structure, total steel consumption 11,000 tons

Project Location: South of Dezhou Railway Station Square, Dezhou Economic Development Zone, Dezhou City

Design Institute: Beijing Qingshang Huanyi Architectural Design Institute Co., Ltd.

Project Overview: This project is a first-class passenger station determined by the national highway transportation hub overall planning. It has high design standards and a large construction scale, covering an area of 200,000 square meters with a total construction area of 126,000 square meters.

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NEW Relocation of the old plant and isocyanate integration project of Yantai Wanhua Polyurethane Co., Ltd.

Relocation of the old plant and isocyanate integration project of Yantai Wanhua Polyurethane Co., Ltd.

Structural Form: Primarily steel frame structure Project Location: Yantai, Shandong Province Construction Unit: Wanhua Chemical Group Co., Ltd. Design Unit: Hualu Engineering Technology Co., Ltd. Project Overview: The total steel volume of this project is 24,200 tons, consisting of multiple project unit structures. It mainly includes steel frame structures for methanol synthesis units, ammonia refrigeration units, raw material storage and preparation units, methanol rectification, wastewater systems, low-temperature methanol washing, main methanol units, nitric acid units, formaldehyde tank areas, and auxiliary walkways.
NEW Lanzhou Donggang Interchange Project

Lanzhou Donggang Interchange Project

General Contractor: China Railway 21st Bureau Group Fifth Engineering Construction Co., Ltd. Design Institute: Shanghai Urban Construction Design & Research Institute (Group) Co., Ltd. Project Overview: This project is the demolition and reconstruction of the Donggang Overpass in Lanzhou City. The main bridge is a continuous steel box girder with spans of 23m+42m+35m+30m, a standard deck width of 25.5m, a girder height of 1.8m, and a total weight of 1050 tons. The construction method is the overall top-push sliding method, with a total jacking length of 51 meters.
NEW Longhai Road Elevated Road Project

Longhai Road Elevated Road Project

Project Location: Zhengzhou, Henan Province Project Overview: Approximately 21.5KM in total length. The elevated bridge starts from the west of the West Third Ring Road, then shifts south after reaching Weilai Road, continues eastward along Huozhan Street, and finally intersects with the Beijing-Hong Kong-Macau Expressway. The height of the steel box girder of the No. 3 section ramp is 2-2.2 meters, with a bridge width of 9-11 meters, and a single-box double-cell section. The height of the No. 43 section rigid box girder of the main line in section No. 5 is 2 meters, with a bridge width of 35-40.1 meters. The total project volume is 4300 tons.
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