某旅館八層框架結(jié)構(gòu)設(shè)計計算書-土木工程專業(yè)畢業(yè)設(shè)計

設(shè)計中英文摘要
本工程為天津市一擬建多層旅館。按使用功能將建筑分為八層的旅館主樓和局部二層的商場。主樓標高28.2m，局部裙樓兩層8.4m?？偨ㄖ娣e10326.24m2。本建筑物防火等級二級，抗震設(shè)防烈度7度。
本工程結(jié)構(gòu)設(shè)計采用框架結(jié)構(gòu)，結(jié)構(gòu)計算按橫向框架承重分析。內(nèi)力計算考慮以下四種荷載作用，即水平地震荷載作用下的內(nèi)力，豎向恒載作用下的內(nèi)力，重力荷載設(shè)計值作用下的內(nèi)力及風(fēng)載作用下的內(nèi)力，。在進行截面抗震設(shè)計時，柱按偏壓構(gòu)件計算，為保證延性框架要“強剪弱彎，強柱弱梁，強節(jié)點弱構(gòu)件強錨固的設(shè)計原則，且滿足構(gòu)造要求。

Design Abstract
This engineering is a hotel of many layers intending to set up in Tianjin City. According to the use function, the construct contents eight layer’s tall building and two layer’s short building. The high is 28.2 ms of Main floor and the partial floor elevation is 8.4 m. Total building area is 10326.24 m2. This building resistant fires is second class, and the anti-seismic garrison is seven point five degree.
This engineering construction design adoption the frame construction, Being calculating the structure, the lateral structure be lacked as frame system and be analysis. construction calculation consider of the action come from four loads, they are horizontal earthquake load, design value of gravity load and representative value of gravity load, and the other is wind load. Being underway the design of cross-section anti-seismic, we look the column as stubbornly pressed member to compute. In the intrest of the assurance of the frame-work ability continue, we adhere to the design principle is “stranger column and weaker beam, stranger shear force and weaker bending, stranger joint stronger anchorage”. And the cross-section must to meet the demand of construction.

建筑設(shè)計說明部分
一、工程概況：
1、 工程名稱：某賓館；
2、 工程位置：天津市；
3、 工程總面積：10326.24㎡，主樓8層，高28.2m，一、二層層高4.2m,標準層層高3.3m；裙樓共兩層，高8.4m，層高4.2m；
4、 結(jié)構(gòu)形式：現(xiàn)澆整體框架。
二、建筑物功能與特點：
該擬建的建筑位于天津市市內(nèi)，設(shè)計內(nèi)容：主樓為賓館，裙樓為商場。此建筑占地面積 1918.35m2 ，總建筑面積為10326.24 m2
1、 平面設(shè)計
建筑朝向為南北向，平面布置滿足長寬比小于5，采用縱向6.6m、橫向4.5m、2.4m、6.0m的柱距，滿足建筑開間模數(shù)和進深的要求。