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df1987033100@yahoo.com, Mr.Deng Qing
 
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icon The "GLORY" brand aluminum composite panel
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df1987033100@yahoo.com, Mr.Deng Qing
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df1987033100@yahoo.com, Mr.Deng Qing



 
We Mainly Produce and Export the Full Set of Aluminum Composite Panel Production Lines Worldwide !

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We Mainly Produce and Export the Full Set of Aluminum Composite Panel Production Lines Worldwide !

1.Products Structure:
?GLORY?brand aluminum composite panel is composed of three layers materials,the upper and lower high rigid aluminum-alloy sheet,the centre PE board.The paint layers are dealt with advanced equipment in England .When products are deliveried,right sides of products will be covered with protective film.

2.Products Specification:
Standard Sizes: 2440mmX220mmX4mm
                      2440mmX220mmX3mm
Length: according to customers? requirements.
Thickness:3mm-6mm

3.Products Applications:
1) Decorating indoors and outside wall of building.
2) Decorating cylinder 、shop front and entrance hall
3) Manufacturing billboard and placard indoors
4) Manufacturing all kinds of office-furniture and civil furnit
5) Decorating exterior of equipments、machine tools、and interior of
subwaytunnel and seabed tunnel.

4.Products Featrues :
1)Light-quality、low density and high rigidity
2)Good climate-resistant
3)Smooth and clean surfaces,which are easy to maintain and wash
4)Rich and stand colours
5)Easy processing and assembly

5.System Description
A. The scope of work includes all aluminum cladding indicated on the drawings.
B. Provide all labor, materials, equipment, and services to perform all operations necessary for a complete installation in accordance with the requirements and intent of this section.
C. The drawings are diagrammatic, and neither indicate the intricacies of the specified systems nor identify and/or solve problems of thermal or structural movement and deflection, wind loads, air and water infiltration and moisture disposal.
D. The work of this section includes design, engineering, fabrication, and testing of the various aluminum cladding assemblies to certify compliance with all applicable quality and performance requirements.
E. The primary components of the aluminum cladding systems are (1) aluminum faced composite panels, and (2) panel support and mounting components which include but are not limited to aluminum extrusions, plates, angles, stiffeners, anchorages, shims, furring, fasteners, gaskets, adhesive and sealants, related flashing, receivers, adapters, and masking for a complete and weathertight installation.
System Performance Requirements
A. Testing: Where the cladding systems and components have been tested in accordance with the tests specified under this Article, provide certification by independent laboratory showing compliance with requirements. Otherwise, perform tests through an approved laboratory and provide certified test results showing compliance with requirements.
B. Deflections and Thermal Movements: Provide products and systems which are capable of withstanding building movements and weather exposures, including wind loading, and which are capable of performing within the following limitations:
1. Normal to the Plane of the Wall: The maximum deflection of panel perimeter and aluminum framing members shall be L/175. The maximum allowable deflection for the aluminum composite panel material only is L/40.
2. Thermal Movements: Make allowances for free vertical and horizontal movement due to the contraction and expansion for cladding component parts due to seasonal variations in temperature.
C. Leakage Resistance, Water and Air: Provide products and systems that have been tested to demonstrate permanent resistance to leakage as follows:
1. Air Infiltration: Tested in accordance with ASTM E-283, with a static air pressure differential of 1.56 psf, the air infiltration rate shall not exceed 0.1 cfm per square foot of fixed wall area.
2. Water Penetration: Water penetration in this specification is defined as the appearance of  uncontrolled water within the wall construction. Provision shall be made in the design to drain to the exterior face of the wall any leakage of water occurring at joints and/or condensation taking place within the wall construction. Tested in accordance with ASTM E-331, no water infiltration at a static pressure differential of 10% of inward acting design load.
D. Structural Performance: Shall be tested in accordance with ASTM E-330 at design pressure. No permanent deformation or failures of structural members shall occur.
1. Design and fabricate the cladding systems for a windload of 25 lbs. per sq. ft. inward and 25 lbs. per sq. ft. outward with a safety factor of 1-1/2 times design loads.
2. The system shall not constrict expansion and contraction by means of devices or attachments that when installed to panel edges, "lock down" panels and compensate for movement by allowing "crowning"or "pillowing" of panel face.
E. Fire Performance Characteristics:
1. Panel Fire Performance:
a. ASTM E-84, Flame Spread 0, Smoke Density 0.
2. System Fire Performance:
a. ASTM E-84 -79A, Flame Spread Index: 15, Smoke Developed: 160.
b. ASTM E-108 modified, no contribution to vertical or horizontal flame spread.
F. Panel Flatness Criteria: Maximum 1/32" in 2' - 0" on panel in any direction for assembled units (non-accumulative).
Submittals
A. Comply with requirements of Division 01300 and this section.
B. Project Listings: Submit listing of at least five (5) projects similar in type, size and complexity, completed in the past ten years. Include names and phone numbers for representatives of the Owner, Architect, and Contractor for each of the projects.
C. Samples:
1. Submit two 5" x 7" samples of the composite facing panel.
2. Submit two samples of each color and finish, at least 3" x 5".
3. Submit a sample of the wall cladding system, at least 24" x 24", made up of four (4) individual panels, complete with shop applied edge treatment, showing the following: Attachment members, stiffeners, joinery, anchorage, expansion provisions, profiles, panel to panel joint, and four way intersection.
D. Shop Drawings: Submit shop drawings with elevations of  all cladding areas at 1/8" scale, optionally with typical elevations at 1/2" scale, and details at 3" or greater scale, to show dimensioning, member profiles, anchorage systems, interface with all applicable building construction elements, adhesive, sealants, and interface with glazing. Indicate the section moduli of wing-load-bearing members, and illustrate worst case deflection calculations for the required design loads.
E. Product Data: Submit manufacturer's specifications for material and fabrication of cladding and support/attachment systems, including instructions and recommendations for installation and maintenance. Include manufacturer's product data for paint, gaskets, sealants, backer rod, adhesive, and other materials. Include certified test reports showing compliance with requirements where a test method is indicated

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F. Design Calculations: Submit design calculations with Engineer's stamp and signature to confirm compliance with structural criteria stated herein and/or required by applicable codes.
Quality Assurance
A. For the purpose of establishing the level of quality, performance and appearance required, the plans, elevations, details and specifications are based on specific cladding system(s) utilizing aluminum composite panel material facing. In addition to conforming to the sizes and configurations shown on the drawings, cladding systems shall incorporate the following design characteristics:
1. Wet seal joints of indicated width.
2. Semi-continuous aluminum perimeter reinforcing extrusions.
3. System design must provide sufficient support and stiffening to prevent oil-canning, dimpling, buckling, and other surface irregularities.
4. Installations must not have visible fasteners or telegraphing of fastening. Mounting assemblies on the cladding faces, or any other compromise of a neat, smooth, flat, fastener free appearance will not be acceptable.
5. No field fabrication of panel or panel attachment system or a combination of the panel and system shall be allowed. Jobsite folding of panel returns are not acceptable.
B. Substitutions: In accordance with Section 01630. Submissions of other systems must include the following:
1. Panel material specifications and samples.
2. Details of typical edge conditions, corners, joints, 4-way intersections, and abutments to similar materials.
3. A 24" x 24" sample fabricated panel with perimeter extrusions and one stiffener.
4. Two 12" long samples of all extrusions required for the system.
5. Research Report for a typical route and return system using aluminum composite panel material facing.
6. Documentation certifying that the panel material and finish meet or exceed the requirements of article 2.01 A of this specification.
7. Independent laboratory test results certifying that the proposed system meets or exceeds the System Performance Requirements stated in article 1.05 of this specification.
C. Manufacturer's Qualifications: The manufacturers of the composite facing panel must have at least ten (10) years experience in the manufacture of the specified composite panel. Manufacturers of the trim and other accessory products must have at least five (5) years experience in the manufacture of their respective products.
D. Distributor/Installer Qualifications: The Distributor/Installer must have at least ten (10) years experience installing light gauge metal framing and erecting this type of cladding system, and have completed at least ten (10) projects utilizing the specified facing panel.
E. Fabricator Qualifications: The fabricator must have at least ten (10) years experience designing, engineering, and fabricating this type of cladding system, and have successfully completed at least ten (10) projects utilizing the specified facing panel.
F. Field Water Test: Perform testing in accordance with AAMA 501.2 "Field Check for Water Leakage" on a completed portion of the installation at the Architect's direction. In the event that such testing should result in uncontrolled leakage, eliminate the causes of such leakage at no additional cost. Remedial measures must maintain standards of quality and durability and are subject to approval.
G. Field Measurements: Where possible, check actual field dimensions in construction work by accurate field measurement before fabrication, and show recorded measurements on final shop drawings. Where field measurement is not possible, either the General Contractor or Construction Manager will provide guaranteed dimensions including steel framing, openings, and other pertinent interfacing items, to allow fabrication to proceed.
H. Conflicts in Requirements: If conflicts exist on the drawings, in this specification, or between the drawings and specifications, the more stringent requirement shall apply.
Warranty
A. General: Provide a written warranty, signed by the manufacturer and contractor/installer, agreeing to repair or replace defective materials and workmanship of the engineered aluminum cladding system work during the one (1) year warranty period.
B. Defective is defined to include the following:
1. Abnormal aging.
2. Abnormal weathering.
3. Deterioration of discoloration of finishes.
4. Failure of the system to meet specified performance requirements.
C. Repairs or replacements required because of the following shall be completed by the contractor/installer and paid for by the Owner at reasonable prevailing rates mutually agreed upon at the time of such repair of replacement work:
1. Acts of God exceeding performance requirements.
2. Vandalism.
3. Inadequate maintenance.
4. Alterations.
5. Failure of the structure supporting the panel system work.
6. Other causes beyond the control of the contractor.
Delivery, Storage and Handling
A. Protect finish and edges in accordance with panel manufacturer's recommendations. Protect panels with removable plastic film applied prior to fabrication, remaining on during fabrication, shipping and installation.
B. Store material in accordance with panel manufacturer's recommendations.

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