水工施工图设计说明(国外英文资料).docVIP

水工施工图设计说明(国外英文资料) Qidong daedda heavy industry co., LTD. Outfitting the wharf project Description of hydraulic construction drawings directory 1, engineering profile 1 Second, natural condition 2 Construction considerations and quality requirements 4 The corrosion design requirement 6 Five, the other seven Qidong total heavy industry co., LTD., outfitting dock engineering hydraulic construction drawing design Qidong daedda heavy industry co., LTD. Outfitting the wharf project Description of hydraulic construction drawings First, the general situation of the project 1. The content of engineering The project consists of two outfitting quays and a bridge, which will be constructed in a phased manner. First post terminal (1 # pier) and revetment construction approach to the interior wharf, perimeter wharf (2 # pier) and the lateral approach according to the arrangement of the owner to organize and implement. According to the layout of the factory and the characteristics of the terrain, the outfitting quay is laid on the west end of the sea side of the factory. Using inverted outfitting dock F type is decorated, approach span arrangement, on the west side of pier outside port (2 # pier) and inside (1 # pier) adopts double side on a ship, the west side of 2 # dock port wharf eastside distance line extension, about 60 m. 2 # pier 520 m long, 25 m wide, 5.00 m wharf surface elevation, the lateral (2-2 # fitting-out berth) of 30 ton, frontier mud surface design height of 11.00 m, the medial (2-1 # fitting-out berth) of 10 -, frontier mud surface design height of 9.50 m. 1 # wharf is 475m, wide 20m, a mooring pier at 35m on the east end of the dock, and a wide, 2m pedestrian bridge between the pier and the mooring pier. The surface elevation of the wharf is 5.00 m, the outside (1-2 # outfitting berth) and the inside (1-1 # outfitting berth) are all 100,000 tonnage, and the front-end mud surface design is -9.50 m. The bridge between # 1 and # 2 is the front bridge, 225m long