comprehensive Office building? High formwork construction scheme copy
The construction and installation project of the Customer Service Center (XX) of XX Group is a large building integrating office, dormitory, activities and training. Designed by Tongji University Architectural Design and Research Institute (Group) Co., Ltd. The total construction area is 99112 square meters; The number of building floors is one floor underground, the two comprehensive office buildings are eleven floors above the ground, the accommodation building is six floors above the ground, the training building and activity building are five floors above the ground, and the big lecture hall is two floors above the ground; The building height of the comprehensive office building is 47.65m, and that of the dormitory, training and activity building is 23.95m. The basement floor is 6.30 meters high, and the ground floor is 4.2 meters high. The seismic fortification intensity is 8 degrees. The main building of the office building adopts frame core tube structure, and the auxiliary building adopts frame shear wall structure. According to the requirements, the formwork support system of horizontal concrete components with a height of more than 8 m, a span of more than 18 m, or a total construction load of more than 15 KN/m2, or a concentrated line load of more than 20 KN/m, shall be constructed according to the relevant provisions of the high support formwork system and shall be subject to expert verification. The general situation of the floors of the tall support formwork system of the project is as follows: 1. East and west office buildings (G1-KL-X10, A1-KL-1 (X1a) A1-KL-Y1 A1-KL-Y2 G1-KL-Y2) Floor height (elevation) within the axis (m) Slab thickness (mm) Beam section size (mm) Column section size Lower bearing layer 1-A/1-1-1-10 1-G/1-1-1-10 1-A/1-18-1-26 -0.100 6.0 180 500 × 2400, 500 × 1000 400 × 900, 300 × 700 foundation slab 1-1/1-C-1-G 1-27/1-B-1-G -0.100 6.0 180 500 × 1500 500 × 1600 foundation slab 2 Floor (elevation) height (m), slab thickness (mm), beam section size (mm), column section size, lower bearing layer 2-11, 12-12/2-A-2-D 2-13~15/2-A-2-D -0.300 6.30 250 500 × 2500 500 × 1600 1000 × 1200 1000 × 1400 foundation slab 2-10~18/2-A-2-D -0.300 15.850 150 1200 × 1100 900 × 1000 600 × 1200 basement roof 3 Floor height (elevation) within the axis of the activity building (m) Slab thickness (mm) Beam section size (mm) Column section size Lower bearing layer 2-20 ~ 24/2-A-2-D -0.200 10.45 120 400 × 800 700 × 1300 800 × 1000 Basement top plate 2-19 ~ 24/2-A-2-D 10.250 13.3 120 700 × 1300 800 × 900 800 × 1000 Four story structural slab