Anti-Corrosion Prefabricated Steel Structure Poultry Metal Shed Chicken House (KXD-CH1501)
China Anti-Corrosion Prefabricated Steel Structure Poultry Metal Shed Chicken House (KXD-CH1501), Find details about China Chicken Home, Poultry Farms from Anti-Corrosion Prefabricated Steel Structure Poultry Metal Shed Chicken House (KXD-CH1501)
Basic Info.
Model NO.
KXD-CH1501
Member
Steel Column, Steel Beam, Steel Truss
Type of Steel For Building Structure
H-Section Steel
Carbon Structural Steel
Q235
Residential Wall Structure
Wallboard
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Steel Structure Bridge
Material
Steel Structure
Usage
Villa, Holiday House, Hotel, Prefab House
Certification
ISO, CE, SGS, BV
Customized
Customized
Size
According to Customers′ Requirement
Roof/Wall Cladding
Fiberglass Wool Sanwich Panel
Main Steel Frame
Steel Tube Truss System
Connect
Bolt and Weld
Grade
Q235B, Q345b
Window
PVC or Aluminium Alloy
Door
Secuirity Door
Coating
Hot-DIP Galvanized
Delivery Port
Qingdao Port
Cooling Condition
Wet Curtain
Transport Package
Seaworthy Package for Living Container House
Specification
SGS / ISO
Origin
China
HS Code
9406900090
Model NO.
KXD-CH1501
Member
Steel Column, Steel Beam, Steel Truss
Type of Steel For Building Structure
H-Section Steel
Carbon Structural Steel
Q235
Residential Wall Structure
Wallboard
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Steel Structure Bridge
Material
Steel Structure
Usage
Villa, Holiday House, Hotel, Prefab House
Certification
ISO, CE, SGS, BV
Customized
Customized
Size
According to Customers′ Requirement
Roof/Wall Cladding
Fiberglass Wool Sanwich Panel
Main Steel Frame
Steel Tube Truss System
Connect
Bolt and Weld
Grade
Q235B, Q345b
Window
PVC or Aluminium Alloy
Door
Secuirity Door
Coating
Hot-DIP Galvanized
Delivery Port
Qingdao Port
Cooling Condition
Wet Curtain
Transport Package
Seaworthy Package for Living Container House
Specification
SGS / ISO
Origin
China
HS Code
9406900090
Product Desciption
Anti-Corrosion Prefabricated poultry chicken house
Main Structure
(Steel tube truss system)we adopt hot-dip galvanizing C section or steel tube truss beam to reduce self-weight of design load and dosage of the steel. At the same time, hot-dip galvanized can widely improve anti-corrosion of the steel. (The construction cycle of the steel structure work is short, which reduces the cost of the project effectively. The steel structure has strong shock resistance and can improve the comprehensive anti-seismic property of the whole house).
Substructure(Cold-formed thin-walled steel)
Roof purlin uses the hot-dip galvanized Z or C section. The way to continuous lap makes the steel frame as whole. Roof purlin uses the hot-dip galvanized C section steel. All components adopt bolted connection, no welding, which makes the structure overall appearance smooth.
Protecting system
In order to satisfy the protecting material for 20 years, the outside roof is 0.5 mm aluminum zinc color steel plate. To prevent dewing phenomenon, 50 mm aluminum foil glass wool is laid at the bottom of the roof plate (can be customized according to the climatic conditions). To prevent sagging of the fiber wool, the wire mesh is added, which effectively improve the utilization rate of the glass wool insulation and moisture proof. To add ceiling panels below steel trusses and the ceiling panels laid horizontally is composite color plate, which not only improves the overall stability of steel trusses, but also plays a very good thermal insulation effect. The inside and outside walls laid horizontally is hot-dip galvanized color steel plate, which are all used self-tapping screw to connect into a whole, effectively increasing the lateral stability of steel columns. The indoor humidity is relatively large, so a layer of plastic film is added in order to prevent moisture from entering the fiber glass wool.
Basic rules of structure design
1. Design code for steel structure GB50017-2003;
2. Design Specification for Curved Thin-walled Steel Structure GB50018-2002.
Design parameters
1. Coefficient for importance of a structure is 0.95. The usage life is 25 years;
2. 3 security level;
3. Seismic fortification categories: C-class;
4. Earthquake-resistant level: the main structure is level four.
Structural design load
Uniformly distributed load standard values:KN/m2
1. YX-980 0.5mm outsider roof aluminum-zinc steel plate: ------------------0.049KN/m2;
2. 16kg/m3 50mm heat-insulating fiber glass wool:----------0.008 KN/m2;
3. Z or C roof purlin:-----------------0.034 KN/m2;
4.Roof live load:----------------------0.5 KN/m2.
Concentrated load:KN/m2(3mis a lifting point)
1. Waterline -----------------------0.11 KN/m2;
2. Feed line ----------------------0.22 KN/m2;
3. Motor(the end of waterline and feed line)--------------------0.41 KN/m2;
4. Full load of hopper ------------------------1 KN/m2;
5. Main feed line ------------------------0.18 KN/m2;
6. Wind load ------------------------0.6 KN/m2;
7. Snow load ------------------------0.5 KN/m2.
Material
Load-bearing structural steel (steel column, steel beam) usually adopt Q235 and Q345. According to machinery performance and chemical composition, Steel should be Q235B which conforms to the requirement of current national standard high strength low alloy structural steel (GB/T1591-94) and (GB1591-88).
The ration of the steel tensile strength and yield strength measured value should not be less than 1.25, and there is obvious yield level. Elongation should be more than 20%, and has good weld ability and qualified impact toughness.
The bolt material
1. General bolts can be made by Q235 grade A steel which conforms to the current national standard carbon structural steel. Also, they should conform to the current national standard hexagon head bolts - C and hexagon head bolts - class A and class B.
2. Anchor bolts are made by Q235 steel according to the current national standard--carbon structural steel.
Design value of steel strength
1.Q235(thickness or diameter<=16mm), f(tensile, compression, anti-bending)=215(205)Fv(shear)=125(120), the values in the bracket apply to thin-walled steel.
2.Q345(thickness or diameter<=16mm), f(tensile, compression, anti-bending)=310(300)Fv((shear)=180(175),the values in the bracket apply to thin-walled steel.
Allowable deflection of flexural member
1. Main girder L/400;
2. Secondary girder L/250;
3. Roof purlin L/200;
4. Wall beam L/100;
5. Wall panel L/100;
6. Capital displacement H/150(Considering the skin effect of wall panel).
Allowable slenderness ratio of member
1. Compression member(such as column, truss)180(150);
2. Other member and support 220(200);
3. Tension member(truss member)300;
4. Support(except the tight steel bar)400.
We can supply A,H type layer chicken equipment chicken shed the follow system for chicken farm:
1. Automatic pan feeding system
2. Nipple drinking system
4. Ventilation system
5. Cooling pad system
6. Heating system
7. Environment control system and auto collected egg system
Welcome to tell us your details requirement on blank as below.
Main Structure
(Steel tube truss system)we adopt hot-dip galvanizing C section or steel tube truss beam to reduce self-weight of design load and dosage of the steel. At the same time, hot-dip galvanized can widely improve anti-corrosion of the steel. (The construction cycle of the steel structure work is short, which reduces the cost of the project effectively. The steel structure has strong shock resistance and can improve the comprehensive anti-seismic property of the whole house).
Substructure(Cold-formed thin-walled steel)
Roof purlin uses the hot-dip galvanized Z or C section. The way to continuous lap makes the steel frame as whole. Roof purlin uses the hot-dip galvanized C section steel. All components adopt bolted connection, no welding, which makes the structure overall appearance smooth.
Protecting system
In order to satisfy the protecting material for 20 years, the outside roof is 0.5 mm aluminum zinc color steel plate. To prevent dewing phenomenon, 50 mm aluminum foil glass wool is laid at the bottom of the roof plate (can be customized according to the climatic conditions). To prevent sagging of the fiber wool, the wire mesh is added, which effectively improve the utilization rate of the glass wool insulation and moisture proof. To add ceiling panels below steel trusses and the ceiling panels laid horizontally is composite color plate, which not only improves the overall stability of steel trusses, but also plays a very good thermal insulation effect. The inside and outside walls laid horizontally is hot-dip galvanized color steel plate, which are all used self-tapping screw to connect into a whole, effectively increasing the lateral stability of steel columns. The indoor humidity is relatively large, so a layer of plastic film is added in order to prevent moisture from entering the fiber glass wool.
Basic rules of structure design
1. Design code for steel structure GB50017-2003;
2. Design Specification for Curved Thin-walled Steel Structure GB50018-2002.
Design parameters
1. Coefficient for importance of a structure is 0.95. The usage life is 25 years;
2. 3 security level;
3. Seismic fortification categories: C-class;
4. Earthquake-resistant level: the main structure is level four.
Structural design load
Uniformly distributed load standard values:KN/m2
1. YX-980 0.5mm outsider roof aluminum-zinc steel plate: ------------------0.049KN/m2;
2. 16kg/m3 50mm heat-insulating fiber glass wool:----------0.008 KN/m2;
3. Z or C roof purlin:-----------------0.034 KN/m2;
4.Roof live load:----------------------0.5 KN/m2.
Concentrated load:KN/m2(3mis a lifting point)
1. Waterline -----------------------0.11 KN/m2;
2. Feed line ----------------------0.22 KN/m2;
3. Motor(the end of waterline and feed line)--------------------0.41 KN/m2;
4. Full load of hopper ------------------------1 KN/m2;
5. Main feed line ------------------------0.18 KN/m2;
6. Wind load ------------------------0.6 KN/m2;
7. Snow load ------------------------0.5 KN/m2.
Material
Load-bearing structural steel (steel column, steel beam) usually adopt Q235 and Q345. According to machinery performance and chemical composition, Steel should be Q235B which conforms to the requirement of current national standard high strength low alloy structural steel (GB/T1591-94) and (GB1591-88).
The ration of the steel tensile strength and yield strength measured value should not be less than 1.25, and there is obvious yield level. Elongation should be more than 20%, and has good weld ability and qualified impact toughness.
The bolt material
1. General bolts can be made by Q235 grade A steel which conforms to the current national standard carbon structural steel. Also, they should conform to the current national standard hexagon head bolts - C and hexagon head bolts - class A and class B.
2. Anchor bolts are made by Q235 steel according to the current national standard--carbon structural steel.
Design value of steel strength
1.Q235(thickness or diameter<=16mm), f(tensile, compression, anti-bending)=215(205)Fv(shear)=125(120), the values in the bracket apply to thin-walled steel.
2.Q345(thickness or diameter<=16mm), f(tensile, compression, anti-bending)=310(300)Fv((shear)=180(175),the values in the bracket apply to thin-walled steel.
Allowable deflection of flexural member
1. Main girder L/400;
2. Secondary girder L/250;
3. Roof purlin L/200;
4. Wall beam L/100;
5. Wall panel L/100;
6. Capital displacement H/150(Considering the skin effect of wall panel).
Allowable slenderness ratio of member
1. Compression member(such as column, truss)180(150);
2. Other member and support 220(200);
3. Tension member(truss member)300;
4. Support(except the tight steel bar)400.
No. | Type | steel structure chicken house 600M *12M * 3M (L*W*H) |
1 | Material | Main steel structure--Q345/Q235 |
2 | Roof and Wall | roof for v960 fibreglass sandwich panel, wall for V950 fibreglass sandwich panel |
3 | Door and Window | Aluminum alloy window; rolled door |
4 | Column and Beam | Middle column, Welded H section |
5 | Purlin | C/Z section steel |
6 | Frame | Welded H beam and hot rolled steel |
7 | Drawing | 1. according to clients' drawing |
2. design as per clients' dimension and requests |
Would you like to offer us the information ? | |
Data for Design | Sizes ( Length, Width, Eaves Height ) Wind Speed, Snow Load, Rain Load Earthquake Load |
Details | Material of Roof, Window, Door Sizes of Window, Door Crane Information ( If have ) |
Installation | If need assign our engineer on site |
Payment | T/T, L/C |
| Delivery Time | 15-30 days after receiving deposit |
| Packing | As customer's requirement or seaworthy packing |
We can supply A,H type layer chicken equipment chicken shed the follow system for chicken farm:
1. Automatic pan feeding system
2. Nipple drinking system
4. Ventilation system
5. Cooling pad system
6. Heating system
7. Environment control system and auto collected egg system
Welcome to tell us your details requirement on blank as below.
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