Graphic design task book

Design theme: a factory building in Nanning

I. General principles

The purpose and requirements of graduation project:

Graduation design is a comprehensive teaching link with practical engineering as the main body on the basis of completing professional courses. During the whole overdue period of graduation design, under the guidance of teachers, students learn and implement the architectural policy of "applicability, safety and economy, and pay attention to aesthetics under the condition of leveling" through the practice of graduation design, and apply the theoretical knowledge they have learned to solve practical engineering problems, improve their ability to analyze and solve problems, and undergo the exercise of practical engineering design. Through the structural design and construction organization design of the actual project, the design principles, methods and steps are preliminarily mastered, and the basic training of design skills is obtained.

In order to achieve the above goals, students must be strict with themselves, give full play to their enthusiasm and initiative, and independently complete the tasks specified in each part of graduation design within the specified time.

Second, the original design data

1, scale: total construction area of m2, with several floors;

2. Construction site: next to the main road in the office area of the unit;

3. Fire protection requirements: the building is a first-class fire protection standard;

4. Building standard: 1 1,000 yuan /m2 (including the price caused by water and electricity);

5. Water supply and drainage is solved by urban pipe network;

6, the power supply is solved by the municipal power grid;

7, meteorological hydrogeological conditions:

① Wind rose map: East and southeast winds blow in summer, and northeast winds blow in winter;

② Temperature: the average hottest month is 29? C, the average in Leng Yue is 13.529? c；

③ Rainfall: annual rainfall1255.438+0 mm;

④ Groundwater: non-erosive, 8 meters underground;

⑤ Geological data: The topsoil below 50cm is sub-clay, and the design value of foundation bearing capacity is 210 MPa; ;

8. Construction conditions: construction by district-level construction units;

9. Architectural design: a complete set of architectural construction drawings.

10, seismic fortification intensity of 6 degrees, cast-in-place secondary frame structure, six-story three-span structure, basic wind pressure W=0.46kN/M, ground roughness class B, and foundation bearing capacity of 210kn/m..

Third, the structural design part

(1) principles and procedures

The structural design of this project is based on the completion of architectural design. On the premise of meeting the use requirements, the horizontal load-bearing structure and vertical load-bearing structure system and structure form are determined by comprehensive consideration of safety, reliability, economy, advanced technology, construction convenience and possible conditions in the project area at present. According to the plane shape, length, width, number of floors and foundation conditions of the building, it is determined whether the building needs to set deformation joints and their positions. According to the selected structural system and structural form, load-bearing structures or members are arranged. The structural layout should make the load transfer direct and the stress clear. The section size of members should be preliminarily determined according to the requirements of strength and stiffness, and the types and size specifications of members should be as few as possible. In the process of structural layout, it is also necessary to consider whether structural measures are needed to ensure the rigidity and integrity of the whole building or some weak parts in the horizontal and vertical directions. On the basis of structural layout, the degree of cooperative work of structural system under vertical and horizontal loads is deeply investigated, and the calculation diagram of structure or component is reasonably determined. Through calculation and structural treatment, structural members and connection nodes meet the requirements of strength, stiffness and crack width. Finally, the structural layout and component design are accurately reflected in the construction drawing.

(2) Structural design steps:

1, frame structure layout.

2, beam and column section size estimation.

3, determine the calculation unit, calculation diagram.

4. Load calculation.

5, frame internal force calculation.

6. Frame internal force combination.

7, frame beam section design.

8, frame column section design.

9. Basic design.

(III) Structural design results: (Figure 1)

1, a manual calculation book. Design description should include consideration of structural scheme, component selection, material determination, load calculation, internal force calculation, component design, etc. The manual strives for sufficient reasoning, clear concepts, clear calculation steps, accurate calculation and clear organization. Paper type: 16.

2, the first floor structure layout.

3, the standard floor structure layout.

4. Roof structure layout.

5. Frame reinforcement drawing.

6. Basic layout.

7. Schematic diagram of infrastructure reinforcement.

Fourth, the construction part

Main contents: construction organization design of unit project.

(A) the project overview and construction characteristics

1. Overview of engineering features: including the plane combination, height, number of floors, structural features, construction area, main sub-project quantities and delivery service life of the building.

2. Construction site features: including location, topography, engineering geology, soil analysis at different depths, groundwater level, water quality, water temperature, winter and rainy season time, dominant wind direction, wind force and earthquake intensity.

3. Construction conditions: briefly explain the supply conditions of materials and components, labor and machinery and the construction site conditions.

4, the dominant type of work in the construction and key technical problems

(2) Determination of construction scheme and selection of construction method

1, determine the engineering construction procedure;

2. Determine the starting point and flow direction of the project construction;

3. Determine the construction sequence of each division;

4, choose the construction method of each division;

5. Selection of construction machinery.

(three) the preparation of the construction progress plan and the main structure network plan

1, the division of construction projects, and calculate the engineering quantity according to the engineering quantity calculation rules;

2, check the quota, determine the number of project labor or mechanical affecting;

3. Calculate the working days of the project;

4. Prepare the unit project construction progress plan-crossing map, draw the labor force dynamic map, and calculate the relevant technical and economic indicators;

5, the main project construction schedule-double code network plan (or time scale network plan);

(four) the unit project construction plan

1, determination of hoisting machinery position;

2. Layout of mixing station, processing shed, warehouse and yard (yard area needs to be estimated);

3, transportation road layout;

4. Layout of temporary facilities (the area of temporary facilities needs to be estimated);

5, temporary water supply and power supply facilities layout

1. construction drawing: No.2 drawing is generally adopted, and the scale is generally 1: 200 ~ 1: 500.

(5) Quality, cost and safety measures

(6) Design results

1, 1 unit project construction organization design description;

Writing requires computational printing,

Paper type: 16.

Header:1.5cm; Footer:1.2cm; 30 lines per page

Font requirements: Song Xiao Si.

3. Construction progress plan of the unit project: crossing map (Figure 2).

4, the main structure construction network schedule (Figure 3)

5, a unit project construction scheme (figure 2)

Verb (abbreviation of verb) reference materials

1, Load Code for Building Structures (GB50009-200 1)

2. Code for Load of Concrete Structures (GB500 10-200 1)

3. Code for Seismic Load of Buildings (GB 500011-2001)

4. Structural Scheme Optimization of High-rise Buildings, China Building Industry Press.

5, reinforced concrete structure (textbook)

6, masonry structure (textbook)

7, concrete structure seismic design (textbook)

6, reinforced concrete structure manual

8. Standard Atlas: Standard Atlas of Central and South China.

9, building construction (teaching materials)

10, Building Construction Manual (Volume I, Volume II), China Building Industry Press.

1 1, concise construction manual, architectural engineering press.

12, related quota: (1) unified labor quota for construction and installation projects; (2) Guangxi construction project budget quota (construction project consumption quota in 2005) and Guangxi construction project cost quota in 2005; (3) the construction and installation project duration quota; (4) Specification for valuation with bill of quantities of construction projects.

13 code for construction acceptance

14, graduation design manual