(Luận văn) capstone project grand mercure apartment

MINISTRY OF EDUCATION AND TRAINING HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION GRADUATION PROJECT MAJOR: AUTOMOTIVE ENGINEERING CAPSTONE PROJECT GRAND MERCURE APARTMENT LECTURER: ASSOC PROF TRAN TUAN KIET STUDENT: HUYNH GIA HUY SKL010493 Ho Chi Minh City, February 2023 HO CHI MINH UNIVERSITY OF TECHNOLOGY AND EDUCATION FACULTY FOR HIGH QUALITY TRAINING CAPSTONE PROJECT GRAND MERCURE APARTMENT INSTRUCTOR NAME STUDENT ID : ASSOC PROF TRAN TUAN KIET : HUYNH GIA HUY : 17149016 Ho Chi Minh City, February 2023 THANK YOU Graduation essay is necessary for every student in the construction industry to finish learning process, even though that, it open the new way for student to the real life in future Graduation essay facilitate for each student to summarize and recapitulate their knowledge, at the same time, collecting and bonus another information which they defect Practice computational and solve arises problem in the real life With my Graduation essay, Instructor teacher and other teachers in construction industry take many help, many teach by the devoted way I would like to say thank you That knowledge and experience is the foundation and the key to finish this Graduation essay Because of limit experience, the mistake is unavoidable I hope to take your advice to improve my knowledge Finally, I wish you a good health, happiness and success in your life Thank you! Ho Chi Minh City, February 11, 2022 Student ( Signature and full name ) HO CHI MINH UNIVERSITY OF TECHNOLOGY AND EDUCATION SOCIALIST REPUBLIC OF VIET NAM Independence - Freedom - Happiness FHQ TRAINNING     CAPSTONE PROJECT REQUIREMENT Student Department Major Project name : HUYNH GIA HUY Student ID: 17149016 : Faculty of high quality training : Civil Engineering : GRAND MERCURE APARTMENT Information  Architecture document: Consist of architecture plans and sections  Geodesic survey of building Contents of theoretical and computational lessons a Architecture  Re-present the architectural drawings at the request of the instructor b Upper structure  Calculation and design of the typical floor of the floor according to the plan: Full rib floor  Calculation and design of stairs for floors 4-5  Modeling and design of beams, columns and walls c Foundation  Survey, analysis, geological assessment and loads acting on the foundation structure  Design of the reinforced concrete pile foundation plan  Notes: including 01 note and 01 Appendix  Drawings: 17 A1 drawings (05 architectural drawings, 12 structural drawings) Instructor: PhD TRAN TUAN KIET Started Date: 10/03/2022 Finish Date: Ho Chi Minh city, date month year 2023 INSTRUCTOR SIGNATURE HO CHI MINH UNIVERSITY OF TECHNOLOGY AND EDUCATION SOCIALIST REPUBLIC OF VIET NAM Independence - Freedom - Happiness FHQ TRAINNING INSTRUCTOR COMMENTS Student : HUYNH GIA HUY Student ID: 17149016 Department : Faculty of high quality training Major : Civil engineering Project : GRAND MERCURE APARTMENT COMMENTS About the topic content & implementation volume: Advantages: Disadvantages Recommend for debate or not? Rating type: Score: ……………… (Text: ) Ho Chi Minh city, date month INSTRUCTOR year 2023 HO CHI MINH UNIVERSITY OF TECHNOLOGY AND EDUCATION SOCIALIST REPUBLIC OF VIET NAM Independence - Freedom - Happiness FHQ TRAINNING INSTRUCTOR COMMENTS Student : HUYNH GIA HUY Student ID: 17149016 Department : Faculty of high quality training Major : Civil Engineering Project : GRAND MERCURE APARTMENT QUESTIONS COMMENTS AND RECOMMEND Ho Chi Minh city, date month year 2023 REVIEWER TEACHER SIGNATURE CONTENTS CHAPTER 1: OVERVIEW OF ARCHITECTURE 1.1 Construction introduction 1.2 Urban infrastructure 1.3 Architectural solution 1.3.1 Functional plan and subdivition 1.3.2 Appearance 1.3.3 Front elevation 1.3.4 Transport system 1.4 Technical solution .2 1.4.1 Power system 1.4.2 Water supply and sewerage system 1.4.3 Fire prevention, emergency exit 1.4.4 Lighting protection .2 1.4.5 Garbage drainage system 1.5 Climate characteristics of the construction area 1.6 Design solutions 1.6.1 Construction method 1.6.2 Material for use 1.7 Software for use in analyzing and calculate 1.8 Reference Viet Nam standard 1.8.1 Loading and impact 1.8.2 Reinforced-concrete elements 1.8.3 Foundation 1.8.4 Earthquake loading 1.9 Structural solution .4 1.9.1 Choose preliminary section of slab 1.9.2 Choose preliminary section of beam 1.9.3 Choose preliminary section of column 1.9.4 Choose preliminary section of core wall CHAPTER 2: DESIGN OF STAIRCASE .7 2.1 Geometry of staircase and calculation free-body diagram 2.1.1 Geometry of staircase 2.2 Loading on staircase 2.2.1 Loading on the landing 2.2.2 Loading of diagonal slab 2.2.3 Total loading 10 2.3 Analyze the modeling with ETAB 10 2.3.1 Calculation diagram: 10 2.3.2 Modeling with ETAB: 10 2.4 Calculate reinforcement 11 2.4.1 Calculate reinforcement for landing and flight 11 2.4.2 Calculate reinforcement for the beam of the landing and flight 12 CHAPTER 3: DESIGN OF ROOF WATER TANK 15 3.1 Architecture require 15 3.2 Data of calculation 15 3.2.1 Classification 15 3.2.2 Primary of structure diagram 15 3.2.3 Material in used 16 3.3 Calculation of cover slab 16 3.3.1 Loading 17 3.3.2 Free body diagram 17 3.3.3 Internal forces 17 3.3.4 Calculate reinforcement 18 3.4 Calculation of wall plate 18 3.4.1 Loading 18 3.4.2 Calculation diagram 19 3.4.3 Internal forces 20 3.4.4 Calculation of reinforcement 20 3.5 Calculation of bottom slab 21 3.5.1 Loading 21 3.5.2 Free-body diagram 21 3.5.3 Internal forces 22 3.5.4 Calculate reinforcement 22 3.6 Calculation of water tank beam system 23 3.6.1 Loading 23 3.6.2 Calculation internal forces 25 3.6.3 Internal forces 27 3.6.4 Calculate reinforcement 29 3.7 Check deflection and deformation of bottom slab 33 3.7.1 Verify deflection condition 33 3.7.2 Check deformation crack condition 33 3.8 Calculate of column 36 CHAPTER 4: DESIGN OF STRUCTURAL FRAME 37 4.1 Loading on frame structure .37 4.1.1 Wind load 37 4.1.2 Earthquake load 47 4.1.3 Design spectrum table Load combination 50 4.1.4 Checking model result: 50 4.2 Design of frame .58 4.2.1 Calculation of typical beam .58 th 4.2.2 Calculation of design for axis frame and C axis column 78 4.2.3 Calculation of core wall design 89 CHAPTER 5: DESIGN OF TYPICAL FLOOR 89 5.1 Layout of typical floor 89 5.2 Choose preliminary section .89 5.2.1 Choose preliminary section of slab 89 5.2.2 Choose preliminary section of beam 90 5.2.3 Choose preliminary section of column 90 5.2.4 Choose preliminary section of wall 92 5.3 Loading on typical floor 92 5.3.1 Dead-load 92 5.3.2 Wall loading .93 5.3.3 Live load 94 5.4 Calculation of particular slab 94 5.5 Load combination 97 5.5.1 Model analysis using SAFE .97 5.5.2 Checking deflection of floor: 101 5.6 Calculate of reinforcement and arrangement 104 CHAPTER 6: DESIGN OF FOUNDATION SYSTEM .89 6.1 Geological surveying information: 89 6.2 Determine of foundation depth and pile size 89 6.3 Calculate bearing capacity of pile 90 6.3.1 Bearing capacity according to material 90 6.3.2 Bearing capacity of pile according to mechanical and physical index of ground 90 6.3.3 Bearing capacity of pile according to strength of soil layers 92 6.3.4 Bearing capacity of pile according to SPT index .93 6.4 Verify constructing process of pile 94 6.5 Design of foundation F1 95 6.5.1 Column C11 reaction forces 95 6.5.2 Verify number of pile for foundation F1 95 6.5.3 Verify strength condition and settlement: 97 6.5.4 Checking punching shear condition of pile cap .100 6.5.5 Calculate pile cap reinforcement 101 6.6 Design of foundation F2 102 6.6.1 Column C12 reaction forces 102 6.6.2 Verify number of pile for foundation F2 102 6.6.3 Verify strength condition and settlement .103 6.6.4 Checking punching shear condition of pile cap .106 6.6.5 Calculate pile cap reinforcement 107 6.7 Design of foundation F3 108 6.7.1 Column C13 reaction forces 108 6.7.2 Verify number of pile for foundation F3 108 6.7.3 Verify strength condition and settlement .109 6.7.4 Checking punching shear condition of pile cap .111 6.7.5 Calculate pile cap reinforcement 113 6.8 Design of pit foundation 113 6.8.1 Pier reaction forces 114 6.8.2 Verify number of pile for pit foundation and arrangement 114 6.8.3 Verify strength condition and settlement .114 6.8.4 Calculate pile cap reinforcement 117 CHAPTER 7: CONSTRUCTION METHODS 119 7.1 Preparing machinery for construction 119 7.2 Excavation activity: 120 7.2.1 Data: .120 7.2.2 Preparation work before construction: 122 7.2.3 Calculation and establish construction method: 122 7.2.4 Choose excavator machine: 123