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Tatopani-Bode Koshi River Bridge, Nepal

The main beam of this bridge adopts a 90-meter simply supported, equal-height steel truss beam with a full-width arrangement. Two truss girders are arranged in the transverse direction of the bridge, with a center-to-center distance of 10.5m and a girder height of 8.5m. The intervals are 6.25m and 8.5m respectively, with a total of 11 intervals across the entire bridge. The steel truss beam consists of upper chord members, lower chord members, web members, longitudinal and transverse beams, upper longitudinal connecting plates, and bridge portal frames. The steel consumption is approximately 870 tons. The project uses the integral traction sliding construction method.

Tatopani-Bode Koshi River Bridge, Nepal Tatopani-Bode Koshi River Bridge, Nepal
Tatopani-Bode Koshi River Bridge, Nepal Tatopani-Bode Koshi River Bridge, Nepal
Tatopani-Bode Koshi River Bridge, Nepal
Tatopani-Bode Koshi River Bridge, Nepal

The main beam of this bridge adopts a 90-meter simply supported, equal-height steel truss beam with a full-width arrangement. Two truss girders are arranged in the transverse direction of the bridge, with a center-to-center distance of 10.5m and a girder height of 8.5m. The intervals are 6.25m and 8.5m respectively, with a total of 11 intervals across the entire bridge. The steel truss beam consists of upper chord members, lower chord members, web members, longitudinal and transverse beams, upper longitudinal connections, and a bridge portal frame. The steel consumption is approximately 870 tons. The project uses the integral traction sliding construction method.

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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.
Liaocheng Beike New Material Technology Co.,Ltd. Yachen

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