Design of a teaching building in Nanjing of Jiangsu Province毕业论文
2021-12-27 20:42:51
论文总字数：147597字
Graduation Design (Thesis) Calculation Sheet
Project name | Design of a teaching building in Nanjing, Jiangsu Province |
Department (faculty) | College of Civil Engineering |
Specialty | Civil Engineering |
Full name | MAHAMOUDOU FAHARIDINE |
Student ID | L004160101 |
Lead time | |
Tutors | 岳健广、张伟郁 |
ABSTRACT
This undergraduate project is a teaching building located in Nanjing Jiangsu. The total building area is 7345.8m2. The main structure is 7-storey framework. The height of 1st to 7th floor is 3.6m each layer. The height of ground floor is -0.6m.
This project consists of two parts. The first part is architectural design and another part is structural design. The main contents include graphic design, profile design, facade design of the building, structural arrangement, selection of the structures. The project also includes complete calculation of one unit of the building: load calculation, seismic force calculation, internal force calculation, combination of internal forces calculation, beam and column design calculation, reinforcement calculation. In addition to manual calculation, I also use PKPM series of structural design software to check.
Keywords: teaching building, reinforced concrete, frame structure
Contents
Chapter 1 Preface 5
Chapter 2 Structure selection and layout 6
2.1 Geological conditions of the site 6
2.2 Other relevant conditions 6
2.3 Structural selection and layout 8
2.4 Structural arrangement 11
Chapter 3 Load calculation and section size selection 13
3.1 Selection of calculation unit 13
3.2 Determine the calculation sketch 13
3.3 Estimation of cross-sectional dimensions of components 14
The Fourth Chapter Structural Design Calculation 16
4.1 Load collection 16
4.2 Load Calculation 16
4.3 Calculation of lateral displacement and internal force of frame under horizontal load 22
chapter 5 Frame internal force calculation 30
5.1 Internal force of frame under dead load 30
5.2 Internal force of frame under live load 39
5.3 Calculation of displacement and internal force under wind load 43
chapter 6 Section design of beam and column 73
6.1 reinforcement calculation of frame beam 73
5.2 reinforcement calculation of frame column 84
chapter 7 Stair structure design 94
7.1 calculation of step slab 94
6.2 Calculation of resting platform board 95
chapter 8 Floor slab design 97
8.1 Design information 97
8.2 Calculation of floor panels 98
Chapter 8 Basic Design 103
8.1 Load calculation 103
8.2 Determine the base area 104
8.3 Basic structure design 106
References 107
Chapter 1 Preface
This graduation design is the subject of teaching building in Nanjing, the structure form of the cast-in-situ reinforced concrete frame structure. This design aims to make use of most the professional knowledge through the four years stay in the University, making full use of the library, including a construction scheme and structure scheme of graduation design in modern network of existing resources to complete structure calculation, analysis of construction drawing, structure construction drawing and economic technology, a complete design task in English abstract content, so that we understand the general process of architectural design through the design, grasp all the content of architectural design, but also we can cultivate the comprehensive ability of using the basic theory and basic skills, ability of analyzing and solving practical problems and also learn a variety of graphics design software and office and other office software operation.
In the architectural design process, taking into account the fire safety requirements, to strictly comply with "fire standards" architectural design, consider building main function, practical, economical and aesthetic requirements, we must strictly comply with the requirements of "design of the building design standards"; in the structural design process, taking into account the earthquake we must strictly comply with the requirements, the structure arrangement “code for seismic design of buildings”, and take the calculation measures and some structure measures aiming at the structural characteristics of the design. Structural design is divided into two parts, one is the structure of the calculation part, the second part is the drawing.
The graduation project under the guidance of teachers, and combined with the characteristics of the design of the architectural design and structural design has been improved. In the calculation of the basic principles and concepts, to comply with the existing norms and engineering practice to complete.
More importantly, through this graduation project also allows us to study the knowledge of the University for a theoretical and practical integration, this is a specific application of the knowledge we have learned in the past four years, which will help us in the future.
Chapter 2 Structure selection and layout
This project is a practical application project of a teaching building in Nanjing, Jiangsu. The single-story building area of this building is about 1049.4, the main body is three spans and seven floors, and the building area is about 7345.8. Multi-layer reinforced concrete frame structure is required. Under normal circumstances, the reasonable design service life of this project is 50 years.
2.1 Geological conditions of the site
(1) The geotechnical engineering survey report was provided by a certain architectural design institute. According to the survey report, the proposed site has a flat terrain with a surface filled with miscellaneous soil, the following silty clay and clay; no liquefied soil layer distribution, stable groundwater level burial depth 1.65 -2.14m, non-corrosive to reinforced concrete.
(2) Detailed site investigation, Table 2-1
Table 2-1 Characteristic value of bearing capacity of foundation
Layer No. | Depth of layer /m | Layer thickness /m | Soil name | bearing capacity of foundation/kPa |
1 | 1.22 | 1.22 | Grain filling | - |
2 | 2.0 | 0.78 | Silty clay | 260 |
3 | 7.1 | 5.1 | Clay | 521.94 |
4 | 16.6 | 9.5 | Silt soil | 630.5 |
5 | 39.9 | 23.3 | Weak weathered ash | - |
(3) Foundation form: According to the engineering geological characteristics of the site and the structural load characteristics of the proposed building, it is recommended to use an independent foundation of reinforced concrete under the column, with layers of silty clay as the supporting layer.
2.2 Other relevant conditions
2.2.1 Meteorological
The main meteorological data of the project location are as follows:
Table 2-2 Meteorological data
Outdoor registered temperature | ° C | |
annual average | 15.7 | |
Average of the coldest/month | -2.1 | |
Average of the hottest/month | 28.1 | |
Annual hottest | 43 | |
Annual coldest | -14 | |
Annual rainfall: 1021. 3mm;
Dominant wind direction: southeast wind in summer, northeast wind in winter;
Basic wind pressure: 0.5
Basic snow pressure: 0.4
2.2.2 Site seismic effect:
(1) This project is a multi-layer frame structure, and the safety level of the building structure is Grade II.
(2) The seismic fortification intensity of the proposed site is 7 degrees, the design basic seismic acceleration value is 0.10g, and the design seismic grouping is the first group.
(3) Engineering site category II.
(4) According to the "Classification Standard for Seismic Fortification of Construction Engineering", this project is a Class C building.
2.2.3 Load value
Adopted according to "Building Structure Load Code " GB5009 2001.
2.2.4 Construction technical conditions:
All kinds of machinery can meet the requirements of cast-in-place structure.
2.3 Structural selection and layout
2.3.1 Components and material
1) In consideration of the strong column weak beam construction sequence (are cast in place reinforced concrete structure) and other factors, the materials of components to be selected are as follows:
- Frame column
C40 concrete, HRB400 reinforcement for main reinforcement, HPB300 reinforcement for stirrups.
- Frame beam
C30 concrete, HRB400 reinforcement for main reinforcement, HPB300 reinforcement for stirrups.
- Board
C30 concrete, HRB400 grade steel bar.
- Foundation
C35 concrete and HRB400 steel reinforcement
- Stairs
The stairs for the cast-in-place concrete slab stairs, stair step width 300mm, height 150mm, thickness of the stair slab is 120mm, concrete strength grade is C40, the stress distribution of reinforced with HRB400 grade steel, reinforced with HPB300 steel bars. The size of beam section of the 200mm 300mm platform, the concrete strength grade is C30, longitudinal reinforcement by HRB400 grade steel, stirrup reinforced by HPB300。
- Wall
The wall is filled with wall, the outer wall is 400mm thick hollow block, the inner wall is 200mm thick hollow block, the mortar is M5.
2) Collection
Table 2-3 floor, roof, wall and other building components
Components | Construction method | References | |
Roofing | Waterproof layer of polymer or polymer modified asphalt coiled material (two fortifications, thermal insulation, roofing) | ① 25 thick 1: 2.5 cement mortar (laying braided steel wire) ② Isolation layer ③ SBS polymer membrane waterproof layer ④ 1: 3 cement mortar leveling layer ⑤ 40 thick C20 fine stone concrete with ф 4150 two-way steel bar, flat calendar ⑥ Insulation layer ⑦ 120 thick cast-in-place reinforced concrete roof | Su J01-2005-7/22 |
ground | Floor tiles (With waterproof layer) | ① 8-10 thick floor tiles, dry cement wipe joints ②Plain cement surface (sprinkle appropriate amount of fresh water) ③20 thick 1: 2 dry hard cement sand (or construction adhesive cement mortar) bonding layer ④ Brushing the cement slurry (or interface agent) together ⑤ 40 thick C20 fine stone concrete 请支付后下载全文，论文总字数：147597字
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