修建施工手册系列之 施工组织设计 附录I 超高层修建施工组织设计纲目(国外英文资料).docVIP

建筑施工手册系列之 施工组织设计 附录I 超高层建筑施工组织设计大纲(国外英文资料) DOC documents may experience poor browsing on the WAP side. It is recommended that you first select TXT, or download the source file to the local view. Appendix I Example of construction organization design of super high-rise building Construction organization design outline of a science and Technology Building -- Outline of construction organization design of a science and Technology Building I. General Situation of the project This project is located in the city zone of the Yellow River road and Huashan road junction. The project covers an area of 12500m2, total construction area of 65090m2., construction area of 53090m2, technology market and technology R D industry housing; underground construction area of 12000m2, for the garage and equipment room. The building 30 floors on the ground, the total height of 110m, as shown in figure 34-47. Figure 34-47 Floor plan and sectional drawing of a technology building Based on 80cm thick plate resistance, box foundation composed of 30cm thick concrete wall and 40cm thick laminate. The basis for the air defense for the 1m thick concrete cushion, based on depth of 9.6m, and JIA. The main waterproof layer for cast-in-situ precast beam column frame shear wall structure, according to the seismic intensity of 8 levels of fortification walls. As a bar hanging plate. The standard column node. The cast-in-place column concrete strength grade is C30, can be installed at 5MPa precast beam; precast beam must be added under the temporary support for the composite beam concrete strength to meet the design requirements of 100% rear removable cast-in-place column. F