Guangzhou Tendars Tent Co., Limited
Tendars Tent Limited ( Guangzhou Tendars Tent Co., Limited) Manufacturer of aluminium clearspan tent, stage, truss, steel permanent structure
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| Aluminum profile | high pressed extrued aluminum alloy 6061-T6,203*110*4mm | ||||||
| Steel parts | hot-dipped galvanized , Passed 144 hour of salt spraying test | ||||||
| Raw material: | |||||||
| Top roof fabric | 850g/sqm laminate Vinyl, waterproof , fire retardant M2 | ||||||
| UV protection, and Rotproof, Block out | |||||||
| Side panels | 650g/sqm laminate Vinyl, waterproof , fire retardant M2 | ||||||
| UV protection, and Rotproof. | |||||||
| Option Accessories: | |||||||
| Kinds of accessories | Grass anchors lining, light, wood flooring, slide glass door and so on. | ||||||
| Loading Specification: | |||||||
| Wind loading: | 80km/hour | ||||||
| Snow loading: | 0.3kn/square meter | ||||||
4.2.1 The functional design of the tent shall meet the national and industrial standards.
4.2.2 The size of each part of the tent shall meet the following requirements:
(1) The use area of the tent shall be determined according to the number of people accommodated and the use requirements.
(2) The net side height of the tent shall not be less than 3.85 meters, and the relevant requirements shall be met when there are special requirements
Please.
(3) When the glass wall is set, the glass wall should be a double toughened laminated glass wall,
(4) The entrance and exit of the exhibits shall be 4 meters wide and 3 meters high to facilitate the access and safety of personnel and items.
4.2.3 The fire protection design of the tent shall comply with the requirements of the national and local mandatory technical standards for fire protection.
4.3.1 The tent shall be designed according to the requirements of the project function, load size and equipment installation. "
It is advisable to use a standardized structural system in the design of the construction system, which is easy to assemble and can be repeated under normal maintenance
Use.
4.3.2 The canopy shall adopt the limit state design method based on probability theory and design with partial coefficients
The expression is computed structurally.
4.3.3 Horizontal bearing capacity of hard gables, glass gables, wall panels, railings, handrails, etc. (1m height
Degree, the bottom can be reduced) in the absence of special requirements can be 0.5kN/m. Suitable for non-public passages and other parts
When reduced, but not less than 0.3kN/m; It should not be lower than 1.0kN/m in the crowded parts.
4.3.4 The bearing capacity of the floor in the tent room should meet the requirements of use, and the bearing capacity of the floor is advisable when there is no special requirement
3.5kN/m2. For non-public passages and other parts can be appropriately reduced, but should not be less than 1.5kN/m2; Personnel on hand
Especially dense crowded parts should not be lower than 5.0kN/m2.
4.3.5 The value of wind load shall meet the provisions of the Uniform Design Standard for Building Structure Load and shall be considered
The effect of membrane covering, when used in locations with an average wind speed greater than 28m/s, should be accounted for under local conditions
Tent stability and resistance test calculation. Wind resistance test if necessary.
