Công trình chung cư 15 tầng nổi, 1 tum và 1 tầng hầm, diện tích mặt bằng điển hình 29mx30,6m, tầng điển hình là từ tầng 2 tới tầng 15, còn lại là mặt bằng tầng hầm và tầng 1, mb tầng tum. Tầng 1 và tầng 2 là tầng thương mại, từ tầng 2 tầng 15 sử dụng cho thuê, ở. Đồ án này của mình học lớp anh ngữ chất lượng cao khoa xây dựng dân dụng và công nghiệp của đhxd, mình làm rất tâm huyết, toàn bộ ảnh là 100% mình crop từ đồ án của mình nên mọi người có thể yên tâm về chất lượng, ngoài ra mình có viết cả 1 file ngắn thuyết trình bằng tiếng anh khi lên bảo vệ đồ án trước hội đồng nhà trường. Chúc các bạn bảo vệ đồ án thành công.
NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 PREFACE In the career of building and protecting the country, Construction industry plays an important role Along with the country's continuous development recently, Construction Industry has also obtained many proud achievements In order to implement the career of modernization and industrialization, Construction Industry must promote the ability to keep the decisive role in the Economy In the recent years, the advanced construction technologies have been applied in Vietnam Therefore, the higher level of civil engineer is very necessary For meeting this requirement, Hanoi University of Civil Engineering (HUCE) is constantly improving the quality of education During the study in the Hanoi university of Civil Engineering, I have been helped by many teachers, who taught and gave me a lot of knowledge and advice I have tried my best on the final year project with my knowledge, mistakes are unavoidable because the limitation of time and others reasons Hope to receive advice and feedback from all of you I would like to express my gratitude and appreciation to Assoc.Prof Nguyen Tuan Trung and Assoc.Prof Nguyen Manh Tuan, who had directly instructed me, without their help, suggestion and advice, I would not be finishing this project HaNoi, June 2022 Student Nguyen Tung Lam NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY LIST OF CONTENT PART I: ARCHITECTURE (10%) NGUYEN TUNG LAM 117062 CHAPTER : PROJECT INTRODUCTION 1.1 Facade solution .9 1.2 Sectional solution 1.3 Ground solution 10 1.4 Standing traffic of the building: 11 1.5 Horizontal traffic of the building: .12 1.6 Horizontal traffic of the building: .12 CHAPTER : TECHNICAL SOLUTIONS 20 2.1 Ventilation system: .20 2.2 Lighting systems: 20 2.3 Power system: .20 2.4 Water supply and drainage system: 21 2.5 Fire prevention and fighting system: 22 2.6 Lightning protection and earthing system: 23 2.7 Communication systems: 23 2.8 Garbage collection system: 23 CHAPTER : STRUCTURAL SOLUTION 25 3.1 Foundation structure solution: 25 3.2 Superstructure solution: 25 GENERAL CONCLUSION 25 PART II: STRUCTURE (45%) 26 CHAPTER : PRELIMINARY SELECTION OF SIZES OF MEMBERS 27 1.1 Structural plan design: 27 1.2 Sizing structural members 27 1.3 Choose column section: 28 1.4 Choose shear wall and core size 30 1.5 Selection and making calculations for load-bearing structural members 30 CHAPTER : DETERMINE THE LOAD 34 2.1 Basis of determination of load 34 2.2 Load identified sequence: 34 CHAPTER : CALCULATION MODEL 43 TH CHAPTER : BEAM AXIS FRAME DESIGN 57 4.1 Input data 57 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 4.2 Legal basis 57 4.3 Beam internal force 59 4.4 Calculation and arrangement of beam reinforcement B38- Basement 5th axis (bxh = 45x60 cm) 69 CHAPTER : COLUMN 5TH AXIS FRAME DESIGN 75 5.1 Calculation theory of columns subjected to oblique eccentric compression: 75 5.2 Calculation of C34 column basement – 5th axis 75 CHAPTER : SLAB 5TH AXIS FRAME DESIGN 82 6.1 Materials .82 6.2 Internal forces from SAFE software 82 6.3 Calculating reinforcement for strip A ( X-direction) 89 6.4 Calculating reinforcement for strip B ( Y-direction) 90 6.5 Checking deflection of slab 92 CHAPTER : DESIGN OF FOOTINGS AXIS 94 7.1 Assessment of geological conditions of works 94 7.2 Determination of the load-resistant capacity of piles 98 7.3 Calculation of column pile foundation C10 5th axis (M-02 footing): .100 7.4 Calculation of column pile foundation C44 B axis (M-01 footing): 109 PART III: CONSTRUCTION (45%) 119 SUPERSTRUCTURE CONSTRUCTION 120 Introduction to building 120 Architectural solutions 120 Structural solutions 121 Legal basis 124 CHAPTER : SUPERSTRUCTURE CONSTRUCTION 125 8.1 List of tasks 125 8.2 Technological method 125 8.3 Formwork calculation .143 8.4 Reinforcement activities 163 8.5 Formwork activities 165 8.6 Concrete activities 167 8.7 Dismantling formwork activities 170 8.8 Repair defects for concrete .171 8.9 Resource demand for supperstructure construction 172 CHAPTER : FINISHING WORK 179 9.1 List of tasks 179 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 9.2 Constructing wall activities 179 9.3 Installation of electricity and water 180 9.4 Plastering work 181 9.5 Paving work 182 9.6 Painting work 182 9.7 Door installation work 183 CHAPTER 10 : CONSTRUCTION SCHEDULE 184 10.1 Principle 184 10.2 Construction schedule set-up procedure 184 CHAPTER 11 : CONSTRUCTION SITE LAYOUT 188 11.1 Site layout location 188 11.2 Transportation on site .188 11.3 Temporary house 189 11.4 Material storage area 190 11.5 Electricity system .191 11.6 Water supply and sanitation system 192 CHAPTER 12 : HEALTH AND SAFETY REGULATIONS 195 LIST OF FIGUR NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 Figure 1.1: Basement plan 12 Figure 1.2: First floor plan 13 Figure 1.3: 3rd – 15th floor plan 14 Figure 1.4: Roof floor plan .15 Figure 1.5: A – A section 16 Figure 1.6: B – B section 17 Figure 1.7: A – E front elevation 18 Figure 1.8: -5 front elevation 19 Figure 1.1: Typical floor structural plan 32 Figure 1.2: First floor structural plan 33 Figure 3.1: Building modeling in Etabs 43 Figure 3.2: Dead load first floor plan 44 Figure 3.3: Seft-weight of wall on beam first floor 45 Figure 3.4: Live load first floor plan 46 Figure 3.5: Dead load typical floor plan 47 Figure 3.6: Seft weight of wall on beam typical floor plan .48 Figure 3.7: Live load typical floor plan .49 Figure 3.8: Static wind load X-direction 50 Figure 3.9: Static wind load Y-direction 51 Figure 3.10: Dynamic wind load X-direction 52 Figure 3.11: Dynamic wind load Y-direction 53 Figure 3.12: Assign diaphram slab 54 Figure 3.13: Beam fram axis 55 Figure 3.14: Column frame axis .56 Figure 4.1: Beam frame axis 58 Figure 4.2: Beam axis 70 Figure 5.1: Colum frame axis 76 Figure 6.1: Dead load typical floor plan in Safe .83 Figure 6.2: Seft weight of wall on typical floor plan 84 Figure 6.3: Live load typical floor plan .85 Figure 6.4: Design strip layer A 86 Figure 6.5: Design strip layer B 87 Figure 6.6: Strip force of layer A 88 Figure 6.7: Strip force of layer B 89 Figure 6.8: Deflection of typical slab 92 Figure 7.1: M-02 footing 101 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 Figure 7.2: M-01 footing 109 Figure 0.1: First floor structural plan 122 Figure 0.2: Typical floor structural plan 123 Figure 8.1: Column formwork 1st floor 147 Figure 8.2: Column formwork 3rd floor 148 Figure 8.3: Typical slab formwork 150 Figure 8.4: Third story A-A section 161 Figure 8.5: Third story B-B section 162 Figure 11.1: Cross-section of road 188 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 PART I: ARCHITECTURE (10%) Lecturer: Student: Class: ID: Dr Nguyen Tuan Trung Nguyen Tung Lam 62XE1 117062 Tasks: Learn architectural solutions for projects Learn related technical solutions Drawings: Elevation drawing: Basement plan, first floor: General plan, rooftop: Section A-A; B-B: KT-01 KT-02 KT-03 KT-04 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 CHAPTER : PROJECT INTRODUCTION Construction: CT3 high-rise apartment building Location: Hưng Yen city The CT3 high-rise apartment building is located in the land area with sides bordering the internal road The CT3 high-rise apartment building has a square plan, the main side facing the Ring Road 3, the behide is a common yard with space: parking, playground, flower garden, tennis court, internal roads set Main technical parameters: Construction area: 890 m2 Floor area: 13350 m2 Height : 56,4 m Number of floors: Basement + 15 floors 1.1 Facade solution CT3 high-rise apartment building is designed with a modern faỗade solution, the use of horizontal and vertical partitions, hollow solids, balcony details, lot creating a harmonious overall architecture In addition, thanks to the use of modern materials and appropriate colors, the building has a modern appearance, suitable for the function of the building The system of airy windows and continuous glass walls create a flexible layout for the premises while still giving a modern impression to the facade The glass panels combined with the railing of the balcony, loggia cause a strong effect The wall panels in the basement, 1st floor, 2nd floor are emphasized by its distinct color, creating a solid foundation for the whole building block The roof system uses thin concrete bars running throughout the roof of the building, creating a sense of joy and slenderness for the building In general, the exterior of the building is designed in a modern architectural style The main facade of the building is designed symmetrically to create a seriousness suitable for the genre of the building The first floor has a large hall located on the main side of the building, creating a large and airy space In the middle from top to bottom is covered with a layer of reflective glass to create a modern drawing for the building The windows of the building are designed as glass windows that both create a beautiful architectural shape and have good lighting effects for the rooms inside 1.2 Sectional solution CT3 high-rise apartment building is designed with the following floors: Basement is 3.0m high, 1st - 2nd floors are 4.5m high, 3rd to 15th floors are 3.3m high The height of the floors is suitable and convenient for the use space of each floor The first floor reinforcement (0.000) is 1,050m higher than the natural ground reinforcement The wall around the perimeter of the floor is a 220 brick wall, most of the outer wall area is an aluminum frame with glass doors NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 The floors of the floors are supported directly on the columns and beams, and there are girders around the house to meet some structural requirements Due to aesthetic requirements, the ceilings of all rooms have a suspended ceiling structure The floors from the 3rd to the 15th floor have a typical height of 3.3m, suitable for the common use of each family Make sure the living space is not too tight, in order to get ventilation for each apartment 1.3 Ground solution 1.3.1 Basement (under 0,000): The basement is divided into parking areas, a transformer station for the project, a water pumping system for the building, a waste system and other technical systems Main parameters of underground garage: Basement area: 890m2 Height: 3.000m Clearance height: 2.850m Parking area: 220m2 Technical section area: 50m2 The underground garage is arranged with up and down roads for vehicles in directions, these two directions ensure the flow of vehicles up and down for blocks of houses CT3 and HH1 The garage is arranged with 01 stairs and 02 elevators at positions suitable for vertical traffic axes of the multi-purpose building above, making it easy and convenient to get on and off In addition to parking spaces for cars and bicycles and motorbikes; The underground garage also arranges water tanks and technical rooms at appropriate locations 1.3.2 1st floor (level 0,000): Arranged with the main entrance with the direction from the main road according to the plan, the common living spaces include: Main entrance hall, supermarket and buffet area, children's group study space, common toilet area These spaces are connected to the main traffic lobby including 02 elevators, 01 stairs The structure of the first floor is organized as follows: The main lobby: 108 m2 Supermarket and buffet area: 205 m2 Young group study space: 155 m2 Toilet: 30 m2 1.3.3 3rd floor to 15th floor (From level +9,000 to +51,900m): The floors are arranged in the same way, including: Lobby space, elevator for vertical traffic, stairs, people's escape ladder, apartments in types B1, B2, B3, B4, B5, B6 The floor plan includes the following main functional areas: Floor lobby space: 40 m2 NATIONAL UNIVERSITY OF CIVIL ENGINEERING CIVIL AND INDUSTRIAL CONTRUCTION FACULTY NGUYEN TUNG LAM 117062 Apartment type B1: 82.45 m2 (3 rooms) Apartment type B2: 101.06 m (3 rooms) Apartment type B3: 106.19 m (3 rooms) Apartment type B4: 83.98m (3 rooms) Apartment type B5: 77.65m (3 rooms) Apartment type B6: 137.16 m (4 rooms) Apartment type B7: 90.0 m (3 rooms) 1.3.4 Layout of space and function in the apartment: The apartments are designed with an area size suitable for the current needs of families Each apartment is designed with an adjacent living room, kitchen, and dining room to create a flexible and airy space The structure of the space in the apartment is arranged in a reasonable way, the traffic use is not overlapping, it is convenient for living and family The apartments are designed with common criteria on the functional chain such as: The function rooms are directly connected to the front room space, creating favorable conditions for traffic in each apartment Living room space, dining room space, kitchen space are arranged as open space, creating ventilation as well as flexibility in the process of space arrangement for the apartment These spaces are arranged airy, directly related to the rest space such as balcony, loggia The bedrooms are discreetly arranged, but very convenient for travel and family use The bedrooms are arranged near the toilets, or have their own toilets, creating a convenient and discreet space for each family member to rest In addition, the living room, dining room and kitchen also have their own service toilets, creating favorable conditions for the common living space of each family The solution to design the functional floor of each apartment is convenient for each family's living and resting, and also creates flexibility in the arrangement of interior spaces for each apartment 1.4 Standing traffic of the building: Using 02 elevators, large elevators can be used for disabled people With two elevators with the following parameters, according to the calculations provided by the elevator manufacturer, as well as referring to a number of residential apartments under construction in Hanoi, the elevator system is completely selected ensure service for vertical traffic of CT3 high-rise apartment building Parameter: Load 1.150kg (17 people), Speed 105m/min, Wide door 1100mm, Dimensions of the elevator chamber 3200x2400mm 10