MindMap Gallery Construction engineering technology mind map
First Construction Construction Practice 1A41100~41300, including architectural design and construction, structural design and construction, prefabricated construction, etc.
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1A41000 Construction Engineering Technology
Architectural Design and Construction
1. architectural design
Building classification and composition system
Building classification
use
Civilian
live
public
industry
agriculture
Residential floor classification
Lower floor
1-3
multi-layer
4-6
Mid- to high-level
7-9
high-rise
10 or more
Height classification of civil buildings other than residential buildings
Single and multi-layer
《=24 meters
Single-story railway station 27 meters high
high-rise
24~100 meters
super high-rise
More than 100 meters
"Building Fire Protection Design Code" Civil Building Classification
one type
For residential buildings with a height greater than 54m and public buildings with a building height greater than 50m, the area of any floor above 24m is greater than 1,000
Medical buildings, important public buildings, radio and television earthquake prevention and disaster reduction at or above the provincial level, electricity related; libraries with a collection of 1 million books, etc.
Category II
Residential buildings with a height greater than 27m, other than Category 1
Height exceeds 24 or 27m
Single multi-story building
Residential buildings below 27 meters, single-story public buildings above 24 meters, other public buildings below 24 meters
height calculation
Pitched roof counts as half
The roof equipment room is not larger than 1/4 of the roof area and does not count as height
Calculation of stepped floor
Space that is not included in the number of building floors
The height of the indoor roof from the outdoor floor shall not exceed 1.5m in the semi-basement
Open space at the bottom of the building with an indoor height not exceeding 2.2m
Roof out of roof machine room, stairwell, etc.
building system
Structure, enclosure, equipment
Architectural design requirements
The total project investment is determined at the initial stage of project establishment.
Function, overall planning, technology, aesthetics, economic benefits
2. building structure
Building structural design requirements
Stair construction requirements
The minimum clear width for hospital evacuation is 1.3 meters
Residential 1.1 meters
0.26, 0.175
Other 1.2 meters
0.28, 0.16 step width, height
Hospitals, large and small schools, gymnasiums and other crowded places
Civilian Class I
0.55 (0~0.15)m
Increased swing for traveling body
The clear height of the platform is not less than 2m, and the clear height of the stairs is 2.2m.
Number of steps: 18, 3 steps
Wall construction requirements
Pay attention to the cold bridge phenomenon in internal insulation
Exterior wall decoration joints
Tightening the feet is not small and 700
Horizontal moisture barrier
The drip line is not less than 60mm
Roof and floor construction
2% minimum slope
1% minimum planting soil roof
External drainage priority
Door and window structure
Basic requirements for the construction of fire doors, fire windows and fire shutters
A, B, and C fire door time: 1.5h, 1h, 0.5h
Open in evacuation direction
Fireproof Shutter
Steel is generally fire-resistant for 1.5~3 hours
steel composite
2~4h
Inorganic composite
3~4h
Promise composite lightweight
4h
Opening and closing devices installed on both sides
Manual, electric and mechanical control functions
The bottom height of public walkway windows should not be less than 2m
If the window sill is lower than 0.8, take protective measures
Security related
Architectural decoration and decoration structural requirements
Structure, function, decoration, auxiliary materials
Bonding, mechanical fixing, welding connections
Exterior wall facing bricks: expansion joints should not exceed 6m, and the width should be 20mm
Weather Resistant Sealant Caulking
Brick joint width>5mm, depth<3mm
Painting project
Concrete or plaster base
Solvent-based paint
8
Emulsion paint
10
wood base
12%
Moisture content<=
Overall surface, plate surface, wooden surface
Surface layer, bonding layer, base layer
Structural design and construction
Structural reliability requirements
structural functional requirements
safety
load carrying capacity limit state
Force
Destruction, collapse, loss of stability, fatigue damage
Design life
Temporary 5 years
50 years for ordinary houses and structures
100 Years of Building Structures of Particular Importance
structure
Behavior that affects the safety of the structure is strictly prohibited
applicability
Deformation, crack, amplitude words
deformation
Structural stress deformation
F=qL4/8EI
cantilevered structure
Factors affecting displacement
Stiffness E and moment of inertia I are inversely proportional
L is proportional to
Durability
normal use limit state
Safety and applicability over time
Aging, rust
Concrete Structure Durability Environmental Categories
Ⅰ, Ⅱ, Ⅲ, Ⅳ, Ⅴ
Environmental action level A~F
Design specifications for durability of concrete structures, design specifications for non-concrete structures
Minimum strength grade of concrete
Class A environment, C30 for 100 years, C25 for 50 years
In other environments, the concrete grade increases
Large-section concrete piers can reduce the concrete grade by increasing the thickness of the protective layer, up to two levels. The minimum design service life cannot be less than 100, and the design service life cannot be less than C25 and C20 for 50 years.
lowest level
The grade of prestressed concrete should not be lower than C40
Prestressed plate C30
The thickness of the concrete protective layer for direct contact with soil components shall not be less than 70
structural design
Commonly used structural systems
mix
Structural column process: steel bars, masonry, formwork, and pouring
Residential buildings below 6 floors
frame structure system
Below 15 floors
Advantages: Flexible floor plan. Large space and easy facade management
Disadvantages: small lateral stiffness, too many layers causing lateral displacement
shear wall
Within 180m height range
Advantages: large lateral stiffness and small displacement
Disadvantages: small distance between shear walls, inflexible layout, not suitable for large spaces, heavy weight
frame shear wall
The vertical load frame bears and the horizontal load shear wall bears (80% or more)
Below 170m
cylinder
Closed cylinder cantilever beam
300m height
support
Grid structure
truss structure system
The nodes are stressed and all members are only subjected to axial force.
High-order superstatically indeterminate
The space is stressed, and the rod is only subjected to axial force.
arch structure system
Mainly under pressure
Plane force
Horizontal reaction force produced by vertical force
roof truss system
suspension structure
The suspension cable bears tension. The smaller the verticality in the mid-span, the greater the tension.
Load classification
type
direct
permanent, variable, accidental
time division
indirect
Temperature, shrinkage, creep
structural reaction
static
dynamic
Earthquake, crane vibration, falling object impact
Load surface size
Uniform surface load, line, concentration
Load action direction
vertical horizontal
Structural construction
Structural design requirements
concrete structure
Disadvantages of concrete structure
self-importance
Poor crack resistance
Construction is complex
Longer construction period
Stress characteristics of beams and plates
The thickness of the roof panel shall not be less than 60 and the thickness of the floor shall not be less than 80
The board protective layer is generally 15~30
Masonry structure
Disadvantages of masonry construction
Low compressive strength, lower bending and tensile resistance, clay encroaching on fertile land, and high energy consumption
masonry construction
expansion joint
settlement joint
ring beam
Increase the integrity of the house
steel structure
Structural material requirements
The reinforced layer of high-rise steel structures increases the seismic resistance level by one level.
Structural seismic design requirements
Seismic target
It is not damaged by a small earthquake, can be repaired by a moderate earthquake, and does not collapse by a large earthquake.
Seismic classification
A, B, C and D
Level 12 seismic fortification intensity
Earthquake-resistant measures for masonry structures
Structural columns, ring beams, walls, stairwells
Framework
Strong nodes, strong anchorage; limit the minimum steel bar diameter, limit the minimum reinforcement ratio of the weak layer
Columns are larger than beams
Top of column>Bottom of column
Corner column>Inner column
Short column>General column
damaging effects
Concrete earthquake resistance measures
C30
Replacement of steel bars with equal strength
Prefabricated building
Prefabricated concrete building
Features
Prefabricated, mechanized lifting
Construction speed block, project construction cycle period, and characteristics conducive to winter construction
stereotype template
One-time molding, integrated door and window decoration
plan
Construction schedule schedule
Resource optimization
Detailed design
Classification
Fully prefabricated
Flexible connection
Elastic-plastic deformation occurs at the joint under earthquake action
Good recovery performance
Prefabricated monolithic
Laminated boards
Strongly connected nodes
Seismic performance of cast-in-place structures
Prefabricated steel structure building
steel frame
Steel frame - support structure
Dual lateral force resistant structural system
Envelope structure, building (roof) roof structural system
Prefabricated decoration
Modular design, standardized production, mass production, and integrated installation