本科毕业设计-综合办公楼设计
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The design is to implement the 'safe, practical, economic, aesthetic 'design principles. According to the requirements of the mission statement, and in accordance with the relevant provisions of the architectural design specification, the first thing to do is the architectural design.
关键词：抗震设计荷载计算弯矩调幅内力组合截面设计
Abstract
The character of reinforced concrete frame structure is using rigid beams and columns to pass the vertical and lateral forces, which boast a good force transmission path and seismic capacity. Moreover, Because its architectural layout is flexible, which is able to obtain greater use of space,and the building facade is easy to handle, so it has been widely used in various buildings.
根据抗震设计“强柱弱梁”的设计原则，竖向荷载作用下的梁端弯矩乘以0.85的调幅系数以减少节点附近梁截面的配筋量，而相应的跨中弯矩亦相应增加。根据规范要求进行了配筋设计；根据上部框架结构形式以及上部荷载等确定采用柱下独立基础；对整个结构采用pkpm软件进行校核并绘制施工图。
本设计成果还包括绘制建筑施工图和结构施工图，符合工程制图和施工图纸要求。
本工程名称为银泰综合办公楼设计，采用框架结构，主体结构为6层，分为建筑设计和结构设计两部分。本地区抗震设防烈度为7度，场地类别为II类场地。主导风向为西南，基本风压0.35kN/m2，基本雪压0.5 kN/m2。楼﹑屋盖均采用现浇Байду номын сангаас筋混凝土结构。
本设计贯彻“安全、实用、经济、美观”的设计原则。根据任务书的要求，按照建筑设计规范的有关规定，首先进行建筑设计。
Using the architectural design achievements to complete the structure design project. The first thing to do is structural selection, which involves determing the layout and after having determined framework for the layout, it is needed to select from representative specimens of the framework,which are calculated then, consisting of the load calculation, frame stiffness calculation, the framework of the internal force calculation as well as basic design. What is more, the framework of internal force calculation includes the structure dead load, live load, wind loads and internal forces of the horizontal seismic computing,in which the internal force is calculated using a layered approach for vertical loads; and under wind loads and horizontal seismic internal forces are calculated using the "D" value method.
银泰综合办公楼设计
院 （部）：城市建设学院
专 业 班：土木工程0802班
姓 名：张云
学 号：20081222217
指导教师：王鑫
2012年 5月
银泰综合办公楼设计
The Designment of Yintai Comprehensive office
摘 要
钢筋混凝土框架结构的特点是由刚接的梁和柱来传递竖向和侧向作用力，具有良好的传力路径和抗震能力。另外，由于其建筑平面布置灵活，能够获得较大的使用空间，建筑立面易于处理，已被广泛应用于各种建筑。
The name of the project is YinTai comprehensive office design, which is built as a frame structure, and the main structure of the layer 6 is divided into two parts, the architectural design and structural design respectively.The region's seismic intensity is 7 degrees, and site classification is as a Class II site. Besides, the dominant wind direction is southwest; the basic wind pressure is 0.35kN/ m2;basic snow pressure is 0.5 kN/ m2. Andfloor, roof are made of cast-in-place reinforced concrete structure.
根据建筑设计成果，完成结构设计方案。首先进行结构选型，确定平面布置，在确定框架布局之后，从中选取具有代表性的一榀框架进行计算，包括荷载计算、框架刚度计算、框架内力计算以及基础设计。框架内力计算包括结构在恒荷载、活荷载、风荷载以及水平地震作用下的内力计算。其中对于竖向荷载作用下内力计算采用分层法；风荷载和水平地震作用下的内力计算采用 “D”值法。
关键词：抗震设计荷载计算弯矩调幅内力组合截面设计
Abstract
The character of reinforced concrete frame structure is using rigid beams and columns to pass the vertical and lateral forces, which boast a good force transmission path and seismic capacity. Moreover, Because its architectural layout is flexible, which is able to obtain greater use of space,and the building facade is easy to handle, so it has been widely used in various buildings.
根据抗震设计“强柱弱梁”的设计原则，竖向荷载作用下的梁端弯矩乘以0.85的调幅系数以减少节点附近梁截面的配筋量，而相应的跨中弯矩亦相应增加。根据规范要求进行了配筋设计；根据上部框架结构形式以及上部荷载等确定采用柱下独立基础；对整个结构采用pkpm软件进行校核并绘制施工图。
本设计成果还包括绘制建筑施工图和结构施工图，符合工程制图和施工图纸要求。
本工程名称为银泰综合办公楼设计，采用框架结构，主体结构为6层，分为建筑设计和结构设计两部分。本地区抗震设防烈度为7度，场地类别为II类场地。主导风向为西南，基本风压0.35kN/m2，基本雪压0.5 kN/m2。楼﹑屋盖均采用现浇Байду номын сангаас筋混凝土结构。
本设计贯彻“安全、实用、经济、美观”的设计原则。根据任务书的要求，按照建筑设计规范的有关规定，首先进行建筑设计。
Using the architectural design achievements to complete the structure design project. The first thing to do is structural selection, which involves determing the layout and after having determined framework for the layout, it is needed to select from representative specimens of the framework,which are calculated then, consisting of the load calculation, frame stiffness calculation, the framework of the internal force calculation as well as basic design. What is more, the framework of internal force calculation includes the structure dead load, live load, wind loads and internal forces of the horizontal seismic computing,in which the internal force is calculated using a layered approach for vertical loads; and under wind loads and horizontal seismic internal forces are calculated using the "D" value method.
银泰综合办公楼设计
院 （部）：城市建设学院
专 业 班：土木工程0802班
姓 名：张云
学 号：20081222217
指导教师：王鑫
2012年 5月
银泰综合办公楼设计
The Designment of Yintai Comprehensive office
摘 要
钢筋混凝土框架结构的特点是由刚接的梁和柱来传递竖向和侧向作用力，具有良好的传力路径和抗震能力。另外，由于其建筑平面布置灵活，能够获得较大的使用空间，建筑立面易于处理，已被广泛应用于各种建筑。
The name of the project is YinTai comprehensive office design, which is built as a frame structure, and the main structure of the layer 6 is divided into two parts, the architectural design and structural design respectively.The region's seismic intensity is 7 degrees, and site classification is as a Class II site. Besides, the dominant wind direction is southwest; the basic wind pressure is 0.35kN/ m2;basic snow pressure is 0.5 kN/ m2. Andfloor, roof are made of cast-in-place reinforced concrete structure.
根据建筑设计成果，完成结构设计方案。首先进行结构选型，确定平面布置，在确定框架布局之后，从中选取具有代表性的一榀框架进行计算，包括荷载计算、框架刚度计算、框架内力计算以及基础设计。框架内力计算包括结构在恒荷载、活荷载、风荷载以及水平地震作用下的内力计算。其中对于竖向荷载作用下内力计算采用分层法；风荷载和水平地震作用下的内力计算采用 “D”值法。