摘 要
本建筑為擬建于大慶市開發(fā)區(qū)的夏宮休閑娛樂休閑中心，總建筑面積為5184m2。主體高度12.6m，由游泳池及洗浴辦公區(qū)構成。場地類型為Ⅱ類場地，地震分組為第二組，抗震烈度為7度。
設計內容主要包括：建筑設計和結構設計。
建筑設計部分包括總體布局、平面與豎向交通、建筑朝向與選型以及防火和疏散要求。主要進行了建筑設計構思，平面布局、立面設計、剖面設計以及防火和疏散設計。平面布局合理、立面簡潔大方，滿足功能要求。
結構設計部分包括：結構布置、荷載計算、內力組合、鋼框架設計、網架設計以及基礎設計。
完成了該建筑的結構設計說明書及部分施工圖。本建筑上部結構采用鋼結構體系，下部采用獨立基礎。

關鍵詞：鋼結構；建筑設計；內力組合；鋼框架；獨立基礎

 
Abstract
This building is a tier steel frame structural recreation ground, which is to be built in the Summer palace of Daqing City. Its total area is 5184 square meters. Its overall height is 12.4 meters and constructed with the swimming pool and office area. The area is the second type area, and the second group in earthquake resistance intensity.
This article includes two parts that are architecture design and structural design.
Architecture design includes the total layout, plane and the perpendicular transportation, the orientation of the building and chooses the size, and the design of fireproof and dispersion. the plane’s arrangement is reasonable,and its semblance is succinct and generous，which satisfies the function’s requirement.
The structure design includes what is following as the structure arrangement, the calculation of loads, the combination of the internal forces, the calculation of the frame; the calculation of the crane’s beam and the calculation of column and foundation. The method of bottom shearing force is used to calculate the lateral seismic action. In according to the geologic condition, spread foundation is adopted.
Through the calculating and designing, the instruction of structure design of the building and some construction plans are finished. The structure system of all steel frames is adopted in the building’s top structure and the spread foundation is adopts in its foundation structure.

 Key words: Steel structures; architecture design; the combination of the internal forces; structure steel frame; spread foundation

 
目 錄
第1章 建筑設計 1
1.1 夏宮休閑娛樂中心組成 1
1.2平面設計 1
1.3 剖面設計 2
1.4立面設計及內部空間處理 3
第2章 結構設計 4
2.1 荷載計算 4
2.2 鋼框架設計 7
2.3 組合樓板設計 51
2.4 網架設計 55
2.5 檁條設計 63
2.6 基礎設計 65
結 論 69
參考文獻 70
致 謝 71