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

設(shè)計(jì)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(chǎng)。主樓標(biāo)高28.2m，局部裙樓兩層8.4m。總建筑面積10326.24m2。本建筑物防火等級(jí)二級(jí)，抗震設(shè)防烈度7度。
本工程結(jié)構(gòu)設(shè)計(jì)采用框架結(jié)構(gòu)，結(jié)構(gòu)計(jì)算按橫向框架承重分析。內(nèi)力計(jì)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(jì)值作用下的內(nèi)力及風(fēng)載作用下的內(nèi)力，。在進(jìn)行截面抗震設(shè)計(jì)時(shí)，柱按偏壓構(gòu)件計(jì)算，為保證延性框架要“強(qiáng)剪弱彎，強(qiáng)柱弱梁，強(qiáng)節(jié)點(diǎn)弱構(gòu)件強(qiáng)錨固的設(shè)計(jì)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(jì)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(biāo)準(zhǔn)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(diǎn)：
該擬建的建筑位于天津市市內(nèi)，設(shè)計(jì)內(nèi)容：主樓為賓館，裙樓為商場(chǎng)。此建筑占地面積 1918.35m2 ，總建筑面積為10326.24 m2
1、 平面設(shè)計(jì)
建筑朝向?yàn)槟媳毕颍矫娌贾脻M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(jìn)深的要求。