MINISTRY OF EDUCATION AND TRAINING HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION GRADUATION THESIS CONSTRUCTION ENGINEERING TECHNOLOGY HAPPY LAND CITY DISTRICT 7 INSTRUCTOR: Assos. CHAU DINH THANH STUDENT: NGUYEN DUY KHUONG SKL012992 Ho Chi Minh City, June 2024 HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY OF CIVIL ENGINEERING ----🙠🙠🕮🙢🙢---- CAPSTONE PROJECT Lecturer : Assoc. Chau Dinh Thanh Student : Nguyen Duy Khuong Student ID : 19142073 TP.HCM, June 2024 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh MISSION OF CAPSTONE PROJECT Student: NGUYỄN DUY KHƯƠNG ID: 19142073 Major: Construction Engineering Technology Class: 19149CLA1 Advisor: Assoc.
D CHÂU ĐÌNH THÀNH Phone: 0903092979 Received date: 09/02/2024 Finish date: 21/06/2024 IMPLEMENTATION CONTENT 1. Name of project: Happy Land City District 7. Initial data: - Architectural design drawings (GVHD specifies dimensions). Content of project: 3.
Architechtural: - Re-presenting architectural drawings. - Analyze the function and impact of the project. Structural: - Model, analyze, calculate, and design typical floors. - Model, analyze, calculate, and design stairs.
- Model, analyze, calculate, and design typical floor beams. - Model, analyze, calculate, and design columns - walls - foundations. DEAN LECTURERS Student: Nguyen Duy Khuong - 19142073 1 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh COMMENT SHEET OF ADVISOR Student: NGUYỄN DUY KHƯƠNG ID: 19142073 Major: Construction Engineering Technology Class: 19149CLA1 Name of project: Happy Land City District 7 Advisor: Assoc.
D CHÂU ĐÌNH THÀNH COMMENTS 1. About the topic content and implementation volume:. Suggestion for protection or not? .) Ho Chi Minh City, June ., 2024 Lecturer (Sign & full name) Student: Nguyen Duy Khuong - 19142073 2 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh COMMENT SHEET OF DISSERTATION COMMITTEE Student: NGUYỄN DUY KHƯƠNG ID: 19142073 Major: Construction Engineering Technology Class: 19149CLA1 Name of project: Happy Land City District 7 Dissertation committee: Ph.
D NGUYỄN THẾ TRƯỜNG PHONG COMMENTS 7. About the topic content and implementation volume:. Suggestion for protection or not? .) Ho Chi Minh City, June ., 2024 Lecturer (Sign & full name) Student: Nguyen Duy Khuong - 19142073 3 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh SINCERELY THANKS For each student of construction, the graduation thesis is the end of the university study process and, at the same time, opens up a new direction in real life in the future.
Through the process of making the thesis, it has created conditions for me to synthesize and systematize the knowledge I have learned and, at the same time, collect and supplement new knowledge that I still lack, practice calculation, and solve problems that may arise in practice. During the period of writing my thesis, I have received a lot of guidance and enthusiastic help from Assoc. D Châu Đình Thành. I would like to express my sincerity and deep gratitude to Mr.
I would also like to express my sincere thanks to all the teachers of the Faculty of Civil Engineering who have guided me for more than 4 years of studying and training at the school. The knowledge and experience that the teachers have imparted to me are the foundation and the key for me to be able to complete this graduation thesis. I would like to express my deep gratitude to my parents, and family members, and support and encouragement from my previous classmates and close friends who helped me overcome difficulties during my studies and complete my studies. Although I have tried my best, due to limited knowledge and experience, my graduation thesis is inevitable.
I hope to receive your guidance to improve my knowledge. Finally, I would like to wish you success and good health so that you can continue your career of imparting knowledge to the next generation. I sincerely thank you. Ho Chi Minh City, June ., 2024 Student (Sign & full name) Nguyễn Duy Khương Student: Nguyen Duy Khuong - 19142073 4 Capstone Project – Happy Land City District 7 Advisor: Assoc.
Chau Dinh Thanh TABLE CONTENT LIST OF FIGURES. 12 LIST OF TABLES. 14 CHAPTER 1: ARCHITECT BUILDING. OVERVIEW OF ARCHITECTURAL SOLUTIONS:.
Location of Project:. Details of project:. Plan of building:. Vertical section of building:.
Ventilation and lighting systems:. Fire protection system:. Hydro – Climatology system:. 22 CHAPTER 2: FUNDAMENTALS OF CONSTRUCTION STRUCTURAL DESIGN.
SELECTION OF STRUCTURAL SYSTEM:. Vertical load-bearing structural system:. Horizontal load-bearing structural system:. Detail of material:.
Concrete cover-layer:. MODEL ANALYSIS PROCESS:. 28 Student: Nguyen Duy Khuong - 19142073 5 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh CHAPTER 3: STRUCTURAL ANALYSIS.
CHOOSE FLOOR SECTION:. CHOOSE BEAM SECTION:. CHOOSE THE SIZE OF THE WALL SECTION:. CHOOSE THE SECTION OF COLUMN:.
31 CHAPTER 4: LOAD AND IMPACT. DEFINE AND CLASSIFICATION OF LOADS:. Standard load and calculated load:. Permanent load and temporary load:.
Dead load of finishes layers:. Dead load of masonry walls:. Parameters of the building to calculate earthquakes:. Design background acceleration:.
Type of land:. OVERALL CONSTRUCTION STABILITY TEST:. Check peak acceleration:. Check the floor's horizontal displacement:.
Check P-Delta effect:. Check the overturn stable of the building:. 52 Student: Nguyen Duy Khuong - 19142073 6 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh CHAPTER 5: DESIGN SLAB OF TYPICAL FLOOR.
MODEL CALCULATE BY SAFE:. Combination of internal forces for floor calculation:. Check deflection of slab:. Check the floor for cracks:.
Check the bearing capacity of the WC slab:. 64 CHAPTER 6: DESIGN STAIRCASE. Load acting on the inclined plate of the stair:. Load acting on the stair landing:.
THE STAIR PLATE GROUND FLOOR CALCULATION:. Diagram of staircase:. Internal force calculation:. 73 CHAPTER 7: FRAME DESIGN CALCULATION.
BEAM STRUCTURAL DESIGN CALCULATION:. Calculate longitudinal reinforcement for the beam:. Apply calculation for main beam MBX4 (400x700):. Apply calculation for secondary beam SBY3 (300x500):.
Calculate stirrup reinforcement for the beam:. 79 Student: Nguyen Duy Khuong - 19142073 7 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh 7. Calculation of anchors and reinforcement connections:.
COLUMN STRUCTURAL DESIGN CALCULATION (AXIS 3 AND AXIS C):. Apply calculation for Column C6 (600x800mm):. Calculation stirrup of column:. WALL STRUCTURAL DESIGN CALCULATION:.
Calculate longitudinal reinforcement for the wall:. Calculation stirrup of wall:. 94 CHAPTER 8: DESIGN FOUNDATION. CONSTRUCTION SOIL GEOLOGY DATA:.
THE PLAN OF PILES FOR THE FOUNDATION:. PRELIMINARY SELECTION OF PILE SIZE AND MATERIAL:. Preliminary selection section of pile:. LOAD-BEARING CAPACITY OF PILE:.
Piles load capacity by material:. Piles load capacity by soil physico-mechanical indicators:. Calculate for foundation MC1, MC2, MV:. Calculate for foundation ML:.
Piles load capacity according to ground strength criteria. Calculate for foundation MC1, MC2, MV:. Calculate for foundation ML:. Piles load capacity according to SPT test:.
Calculate for foundation MC1, MC2, MV:. Calculate for foundation ML:. Design load capacity and preliminary the foundation system:. 113 Student: Nguyen Duy Khuong - 19142073 8 Capstone Project – Happy Land City District 7 Advisor: Assoc.
Chau Dinh Thanh 8. Design load capacity:. Preliminary the foundation system:. Determine single pile settlement and pile spring stiffness:.
Calculate for foundation MC1, MC2, MV:. Calculate for foundation ML:. Design pile foundation MC1:. Array pile in pile-cap:.
Determine the load acting on the head of the foundation pile:. The stability condition soil of conventional foundation block:. Standard pressure at the bottom of conventional block foundations:. Check settlement conditions for conventional foundation:.
Check penetration for foundation:. Check the load capacity of foundation piles in groups. Calcualtion reinforcement for foundation:. Design pile foundation MC2:.
Array pile in pile-cap:. Determine the load acting on the head of the foundation pile:. The stability condition soil of conventional foundation block:. Standard pressure at the bottom of conventional block foundations:.
Check settlement conditions for conventional foundation:. Check penetration for foundation:. Check the load capacity of foundation piles in groups. Calcualtion reinforcement for foundation:.
Design pile foundation MV:. Array pile in pile-cap:. Determine the load acting on the head of the foundation pile:. The stability condition soil of conventional foundation block:.
Standard pressure at the bottom of conventional block foundations:. Check settlement conditions for conventional foundation:. Check penetration for foundation:. Check the load capacity of foundation piles in groups.
Calcualtion reinforcement for foundation:. Design pile foundation ML:. Array pile in pile-cap:. 138 Student: Nguyen Duy Khuong - 19142073 9 Capstone Project – Happy Land City District 7 Advisor: Assoc.
Chau Dinh Thanh 8. Determine the load acting on the head of the foundation pile:. The stability condition soil of conventional foundation block:. Standard pressure at the bottom of conventional block foundations:.
Check settlement conditions for conventional foundation:. Check penetration for foundation:. Check the load capacity of foundation piles in groups. Calcualtion reinforcement for foundation:.
144 CHAPTER 9: CONSTRUCTION MEASURES FOR DRILLED PILES. OVERVIEW OF BORED PILE CONSTRUCTION SEQUENCE:. PILE CONSTRUCTION VOLUME:. The volume of drilling soil:.
The volume of concrete:. The volume of rebar:. The volume of Bentonite:. CHOOSE MECHANICAL MACHINES FOR CONSTRUCTION WORK:.
Excavation works plan:. CONSTRUCTION METHODS FOR BORED PILES:. Positioning and calibration of drilling machines:. Prepare the drill:.
Lowering the casing:. Method for measuring sand content:. Method of using a bentonite solution to determine the density of the solution:. Method of using funnel - cup to measure viscosity:.
Drill holes to design depth:. Clean the borehole:. Processing of steel reinforcement and lowering of steel cages:. Concrete pouring work:.
156 Student: Nguyen Duy Khuong - 19142073 10 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh 9. Type of concrete:. Checking concrete quality:.
Unscrew the casing and protect the nozzle:. Remove soil from field and pour in. Check bored piles by ultrasonic method:. PROBLEMS AND TROUBLESHOOTING IN BORED PILE BENDING CONSTRUCTION:.
Construction equipment falls into the borehole:. Reinforcement frame is exposed:. Water entering the pipe. LABOR SAFETY MEASURES IN BORED PILE CONSTRUCTION.
164 Student: Nguyen Duy Khuong - 19142073 11 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh LIST OF FIGURES Figure 1.2: Plan of typical floor.3: Facade of the building .1: Typical slab layout .1: Earthquake Mass Source .2: The response spectrum .8: Finishing layer load .11: Wall load acting on slab (Shell) .12: Wall load acting on beam (Frame) .13: 3D typical floor in SAFE software .14: Strip layer X and Y .15: Strip layer A moment (X-axis).16: Strip layer B moment (Y-axis) .17: Deflection of slab f = 35.18: Short-term crack load case .19: Long-term (right) crack load case .20: Short-term crack analysis results .21: Long-term crack analysis results.22: Location of toilet floor .23: Strip moment in direction X of WC slab .24: Strip moment in direction Y of WC slab .2: Structure of stair .3: Stair landing structure .4: Diagram of staircase. 71 Student: Nguyen Duy Khuong - 19142073 12 Capstone Project – Happy Land City District 7 Advisor: Assoc. Chau Dinh Thanh Figure 6.5: Super dead load .7: Moment of staircase .8: Shear force of staircase .9: Reaction force of staircase .2: Moments of beams .3: Shear force of beams .4: Internal force diagram when calculating shear capacity of reinforced concrete .5: Internal force diagram with eccentricity .6: Internal force in wall diagram .1: Foundation plan MC1 .2: Load acting on the head of pile .3: Conventional foundation block .4: The anti-puncture zone.