MINISTRY OF EDUCATION AND TRAINING HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING GRADUATION THESIS CIVIL ENGINEERING TECHNOLOGY DEPARTMENT OF LABORS, INVALIDS AND SOCIAL AFFAIRS ADVISOR : DR. NGUYEN VAN CHUNG STUDENTS : VU MINH LONG SKL010807 Ho Chi Minh City, June 2023 HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY OF CIVIL ENGINEERING --------------- --------------- CAPSTONE PROJECT DEPARTMENT OF LABORS, INVALIDS AND SOCIAL AFFAIRS STUDENT: VU MINH LONG STUDENT’S ID: 18149021 SCHOOL YEAR: 2018 – 2023 MAJOR: CIVIL ENGINEERING TECHNOLOGY ADVISOR: DR. NGUYEN VAN CHUNG Ho Chi Minh City, June, 2023 CAPSTONE PROJECT SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom – Happiness ******* CAPSTONE PROJECT ASSIGNMENT Student’s name: VU MINH LONG Student’s ID: 18149021 Major: Civil Engineering Technology Class: 18149CLA1 Advisor: DR. NGUYEN VAN CHUNG Receive topic date: 06 /02 /2023 Submit topic date: 22 /06 /2023 1.
Project name: - Department of labors, invalids and social affairs. Initial data and documents - Architectural record. - Geological survey record. Project content: - Architecture: + Show architectural drawings.
- Structure: + Model, analyze, calculate, design typical floor (Beam floor plan). + Model, analyze, calculate, design frame (beam, column, corewall elevator). + Model, analyze, calculate, design typical staircase. + Model, analyze, calculate, design bored pile foundation.
Product: + 01 Presentation + 20 A1 Drawing (include 05 architectural drawings, 13 Structural drawings and 02 construction drawings) Ho Chi Minh City, June 22sd, 2023 Head Advisor SVTH: VU MINH LONG MSSV: 18149021 PAGE 1 CAPSTONE PROJECT SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom – Happiness ******* ADVISOR’S COMMENTS Student’s name: VU MINH LONG Student’s ID: 18149021 Major: Civil Engineering Technology Project name: Department of labors, invalids and social affairs Advisor: DR. NGUYEN VAN CHUNG COMMENT 1. About the subject content & amount of implementation:. Recommend for protection or not?.
Ho Chi Minh City, June 22sd, 2023 Advisor (Sign and write full name) SVTH: VU MINH LONG MSSV: 18149021 PAGE 2 CAPSTONE PROJECT SOCIALIST REPUBLIC OF VIETNAM Independence – Freedom – Happiness ******* REVIEWER’S COMMENTS Student’s name: VU MINH LONG Student’s ID: 18149021 Major: Civil Engineering Technology Project name: Department of labors, invalids and social affairs Reviewer: …………………………………………………… COMMENT 1. About the subject content & amount of implementation:. Recommend for protection or not?. Ho Chi Minh City, June 22sd, 2023 Reviewer (Sign and write full name) SVTH: VU MINH LONG MSSV: 18149021 PAGE 3 CAPSTONE PROJECT THANK YOU Graduation project can be said to be the most important summary of my life, the purpose of which is to help me systematize the knowledge I have learned in the classroom.
Through this program, I hope to be able to showcase my achievements and efforts during university studies, and at the same time open up future career orientations for myself. For this day, I would like to express sincerest thanks to all the teachers of the Civil Engineering major and all the teachers of Ho Chi Minh City University of Technology and Education, who has directly guided the students from the first day of school until today. I would like to express my sincere gratitude and respect to Dr.Nguyen Van Chung. I consider myself a lucky person to have the guidance of the teacher during the process of making my graduation thesis.
In the process of implementing the thesis, he not only imparted and guided professional knowledge but also helped me have a broader view of the civil engineering industry. Due to the relatively large volume of completed projects and limited personal knowledge, the graduation project is certainly not without its shortcomings. I look forward to receiving the understanding, guidance and suggestions of teachers. Finally, I would like to sincerely wish the leaders and teachers in the school good health and smooth sailing.
Thank you sincerely! Ho Chi Minh City, June 22sd, 2023 Student (Sign and write full name) Vũ Minh Long SVTH: VU MINH LONG MSSV: 18149021 PAGE 4 CAPSTONE PROJECT Table of Contents CAPSTONE PROJECT ASSIGNMENT. ARCHITECTURAL OVERVIEW OF THE PROJECT. PREMISES AND FUNCTIONAL SUBDIVISIONS. Water supply system.
Fire protection system. STRUCTURE SYSTEM FOR THE PROJECT. The upper structure. The underground structural.
REGULATORY STANDARDS USED IN DESIGN CALCULATIONS. Standards used in structural design. Standards used in foundation design. SELECTION OF MATERIAL.20 SVTH: VU MINH LONG MSSV: 18149021 PAGE 5 CAPSTONE PROJECT 2.
Standard values used in calculations. LAYOUT OF LOAD-BEARING STRUCTURE. PRELIMINARY DETERMINATION OF THE CROSS SECTION. Preliminary floor c section.
Preliminary beam cross section. Preliminary column cross section. Preliminary wall section. THE SOFTWARE USED WHEN CALCULATING THE DESIGN.
Weight of the floor itself: .2 Determination of static load evenly distributed effect on floors and beams. Determine the load applied on the slab. Determination of wind load .30 *Static wind load .30 *Dynamic of wind loads. 36 Design spectra for elastic analysis.
LOADING CASES ONTO SPACE FRAMES. MODEL STABILITY AND ANTI-TIP TEST. Anti-roll stability. TYPICAL FLOOR DESIGN.
LAYOUT OF FLOOR BEAMS .43 SVTH: VU MINH LONG MSSV: 18149021 PAGE 6 CAPSTONE PROJECT 4. CALCULATION OF TYPICAL FLOOR REINFORCEMENT. Calculation and layout of floor steel. CHECK LIMIT STATE II.
DESIGN OF THE STAIRCASE.2 Determine the load acting on the staircase.3 Design stair flight, landing beam.4 Design the landing beam. INTERNAL FORCE D-AXIS FRAME. CALCULATION OF D-AXIS reinforcement. Calculation of D-axis frame beam reinforcement .61 a) Calculation of vertical steel for beams .61 b) Calculate stirrup for beams.
Error! Bookmark not defined. Calculation of frame column reinforcement .72 b) Cases calculated by value e0 , x1 .74 c) Calculation of column belt reinforcement. Calculation of wall .84 b) Specific calculation of Basement P1 Siding:. ASSESSMENT OF GEOLOGICAL CONDITIONS OF WORKS.
97 a) Backfill: Fine-grained sand, dark gray. 1: Clay mud , dark gray, brown gray .97 SVTH: VU MINH LONG MSSV: 18149021 PAGE 7 CAPSTONE PROJECT c) Class No. 2: Clay, fawn, ash gray. 3: Fine-grained sand – coarse, gray-white, yellowish-gray, medium tight.
Geological section of works. PRELIMINARY SELECTION OF PILES .102 Preliminary pile cap depth .102 Preliminary pile cap .103 Preliminary pile size .103 b) Pile cross section: .105 c) Reinforcement design in piles. DETERMINATION OF THE BEARING CAPACITY OF PILES. Calculation of the bearing capacity of piles according to material conditions.
Load bearing capacity of piles according to soil mechanical and physical indicators .107 a) Intensity of nasal resistance of soil under the tip of the pile .107 b) The average strength of soil resistance on the pile body .108 c) Extreme load capacity of piles according to soil mechanics. Load bearing capacity of piles according to soil strength .110 a) Calculation of extreme load strength due to nasal resistance .110 b) Calculation of extreme load capacity due to friction .111 c) Extreme load capacity of piles according to soil strength. Load bearing capacity of piles according to SPT .111 a) Calculation of extreme load strength due to nasal resistance .112 b) Calculation of extreme load capacity due to friction .112 c) Extreme load strength of brushc according to SPT. Choose single pile design load bearing capacity .113 SVTH: VU MINH LONG MSSV: 18149021 PAGE 8 CAPSTONE PROJECT a) Lower pole load capacity .113 b) Design load bearing capacity.
Load applied on the foundation. Preliminary number of piles and arrangement in pile cap .114 a) Select the number of piles .114 b) Pile cap arrangemnt. Check the impact load on the pile head. Check piles work.
Check puching shear conditions. Stability test at the bottom of the foundation .118 a) Pressure under the foundation.118 b) Check the soil strength at the bottom of the foundation. Settlement test for foundations. Calculation of steel catheter piles.
The load acts on the foundation. Preliminary number of piles and arrangement of piles cap .123 a) Select the number of piles .123 b) Pile arrangement in the radio. Check the impact load on the pile head. Check teamwork piles.
Check for radio puncture. Stability test at the bottom of the foundation .127 c) Pressure under the foundation of blocks .127 d) Check the soil strength at the bottom of the foundation block. Settlement test for block foundations. Calculation of steel catheter piles.
The load acts on the foundation. Preliminary number of piles and arrangement of piles in the station.131 a) Select the number of piles .131 SVTH: VU MINH LONG MSSV: 18149021 PAGE 9 CAPSTONE PROJECT b) Pile arrangement in the radio. Check load appiled on the pile .132 a) Model in SafeV12.132 b) Load applied on pile in safe. Check teamwork piles.
Check puching shear conditions .135 S2: Go to Define/ Column properties/ ad new properties to When calculating the load acting on the pile between the manual calculation method and the software method, there is a difference. This can be explained by the fact that the manual calculation method hypothesizes that the radio is absolutely rigid, while the software method takes into account the rigidity of the radio. Therefore, using software that more properly reflects the working of the station. Stability test at the bottom of the foundation .137 a) Pressure under the foundation of blocks .137 b) Check the soil strength at the bottom of the foundation block.
Settlement test for block foundations. Calculation of foundation reinforcement .140 SVTH: VU MINH LONG MSSV: 18149021 PAGE 10 CAPSTONE PROJECT REFERENCES [1] TCVN 2737-1995 – Tải trọng và tác động. Tiêu chuẩn thiết kế [2] TCXDVN 195-1997 – Kĩ thuật thiết kế và thi công nhà cao tầng [3] TCXDVN 356-2005 – Kết cấu bê tông và bê tông cốt thép [4] TCXDVN 229-1999 – Chỉ dẫn tính toán thành phần động của tải trọng gió [5] TCXDVN 205-1998 – Móng cọc – Tiêu chuẩn thiết kế [6] TCXDVN 326-2004 – Cọc khoan nhồi, tiêu chuẩn thi công và nghiệm thu [7] TCXDVN 305-2004 – Bê tông khối lớn – qui phạm thi công và nghiệm thu [8] Nguyễn Đình Cống (2007). Tính toán tiết diện cột bê tông cốt thép.
NXB Xây dựng [9] Phan Quang Minh, Ngô Thế Phong, Nguyễn Đình Cống (2006). Kết cấu bê tông cốt thép, phần cấu kiện cơ bản. NXB Khoa học và kỹ thuật [10] Hoàng Nam. Tập bài giảng bê tông cốt thép 1 và 2.
Kết cấu bê tông cốt thép. Tập 2: cấu kiện nhà cửa. NXB Đại học quốc gia Tp. Hồ Chí Minh [12] Nguyễn Tuấn Trung, Võ Mạnh Tùng.
Một số phương pháp tính cốt thép cho vách phẳng bê tông cốt thép. NXB Đại học quốc gia Tp. Hồ Chí Minh [14] Châu Ngọc Ẩn (2005). NXB Đại học quốc gia Tp.
Hồ Chí Minh [15] Lê Văn Kiểm (2005). Thiết kế thi công. NXB Đại học quốc gia Tp. Hồ Chí Minh SVTH: VU MINH LONG MSSV: 18149021 PAGE 11 CAPSTONE PROJECT CHAPTER 1.
ARCHITECTURAL OVERVIEW OF THE PROJECT 1. CONSTRUCTION A country that wants to develop strongly in all socio-economic fields, first, needs to have a solid infrastructure, create good conditions, and be most favorable for the living and working needs of its people. For our country, as a country that is gradually developing and increasingly asserting its position in the region and the world, in order to achieve that goal, it is first necessary to increasingly improve the needs of welfare and work for people. Therefore, the "Department of Labor, War Invalids and Social Affairs of Ho Chi Minh City" was designed and built to contribute to solving the above goals.
This is a modern high-rise building, fully equipped, beautifully landscaped.