IS 104511983AI Search Enabled✦ AI Generated

steel sliding shutters (top hung type)
1983 Edition

The 1983 edition of IS 10451 outlines specifications for top-hung steel sliding shutters, detailing standards for materials, design, fabrication, assembly, and finishing. The code is essential for professionals involved in manufacturing and installing steel sliding shutters in various building types, assuring safety, durability, and efficient operation.

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What This Standard Covers

The 1983 edition of IS 10451 outlines specifications for top-hung steel sliding shutters, detailing standards for materials, design, fabrication, assembly, and finishing. The code is essential for professionals involved in manufacturing and installing steel sliding shutters in various building types, assuring safety, durability, and efficient operation.

Who Uses This Standard

  • Structural design engineers
  • Architectural professionals
  • Construction contractors
  • Steel shutter fabricators
  • Quality assurance inspectors
  • Facility maintenance managers
  • Steel shutter manufacturers

Key Topics Covered

Specifications for steel sheets and structural sections
Design parameters and shutter leaf dimensions
Fabrication methods including welding and reinforcement
Roller and pulley system types
Design and installation of top-runner tracks
Covering materials: mild steel, galvanized steel, rolling shutter laths
Assembly and installation procedures
Surface finishing and marking protocols
Load handling capacity and smooth sliding operation
Safety components such as stopper placement
Ordering information requirements from clients
Standard marking and licensing regulations

Table of Contents

1Scope and Fundamental Specifications

This section defines the components of top-hung sliding shutters including the top runner or track, brackets, rollers, angle or T stiffeners, and clocking arrangements, as depicted in Figure 1. It emphasizes the importance of detailed purchaser specifications during order placement. Testing data must adhere to rounding rules according to IS 2-1960, matching the precision of specified values. Frame angles are specified as 50 x 50 x 5 mm mild steel for shutters up to 2 m width and 2.5 m height, and 65 x 65 x 6 mm for larger dimensions. Structural stiffeners are mandated for rigidity, and single or double leaf shutter configurations are permitted.

2Terminology and Constituent Elements

This part clarifies key terms such as the top runner or track—the horizontal guide for shutter movement, brackets which support the frame, rollers facilitating smooth sliding, angle or T stiffeners reinforcing the frame, clear opening outlines, and clocking arrangements governing shutter alignment. Frame specifications require mild steel angles sized according to shutter dimensions, with materials complying with relevant IS standards. Numerical values for tests must be rounded per IS 2-1960 guidance.

3Dimensions and Size Requirements

Shutters must exceed the clear opening height by at least 150 mm and width by 300 mm to ensure proper weather protection. Frame angles for shutters up to 2 m wide and 2.5 m high should be 50 x 50 x 5 mm mild steel, while larger shutters require 65 x 65 x 6 mm angles. Both single and double leaf designs are acceptable, with stiffeners included as necessary for structural strength. All dimensions should be rounded according to IS 2-1960 standards.

4Material Requirements and Standards

The code specifies mild steel angles for frame construction, with sizes depending on shutter dimensions. Cover plates must be constructed from hot rolled mild steel sheets at a minimum thickness of 3.15 mm, conforming to grade Fe 310-O as per IS 1977-1975. All rolled sections such as angles, tees, flats, and channels must comply with IS 1977-1975. Test results require rounding consistent with IS 2-1960. Associated IS codes relevant for materials include IS 1977-1975 and IS 2-1960.

5Fabrication Procedures and Assembly Guidelines

Frames for shutters up to 2 m width and 2.5 m height utilize 50 x 50 x 5 mm angles, while larger shutters use 65 x 65 x 6 mm angles. Vertical stiffeners (tees or angles) should be evenly spaced to align with sheet widths; horizontal stiffeners are spaced according to sheet length. All steel sections must be rolled per IS 1977-1975. Mild steel black sheets are tack welded to the frame interior with 25 mm weld runs spaced every 200 mm, following a welding sequence that prevents distortion.

6Details to Be Provided by the Purchaser

When ordering steel sliding shutters, purchasers must supply the opening dimensions, number and size of shutter leaves, details about the surrounding construction such as wall thickness and mounting provisions, the type of roller mechanism (e.g., ball bearing or nylon rollers), the chosen covering material and finish, and any other pertinent specifications or special requirements. Bottom rollers are required to slide along the sides of the bottom channel rather than rolling on the guide.

7Finishing and Marking Requirements

Shutters should be coated with a red oxide primer conforming to IS:102-1962. The use of the Standard Mark is regulated under the Bureau of Indian Standards Act, 1986, and manufacturers must hold a BIS license to apply this mark. Further details and contact information for BIS offices are provided within the standard. Test results must adhere to IS 2-1960 rounding rules.

Popular Questions About IS 10451

?What are the minimum thickness specifications for steel sheets used in sliding shutters?

IS 10451 prescribes minimum thicknesses for materials as follows: Rolling shutter laths must be at least 1.20 mm thick; mild steel sheets require a minimum thickness of 3.15 mm; galvanized steel sheets must be no less than 2.0 mm thick. Shutter frames employ mild steel angles measuring 50 x 50 x 5 mm for shutters up to 2 m width and 2.5 m height, and 65 x 65 x 6 mm for larger dimensions. These specifications ensure sufficient strength and durability.

?How should stiffeners be positioned and spaced within the shutter frame?

Vertical stiffeners, either tees or angles, should be evenly spaced to correspond with the width of the covering sheets, providing uniform support. Horizontal stiffeners’ spacing depends on the sheet length to prevent deformation. For rolling shutter laths, no specific spacing restrictions apply; these laths are interlinked and tack welded inside the frame to maintain stability.

?Which roller mechanisms does the standard specify for ensuring smooth shutter operation?

Two main roller types are specified: Type A consists of two cast iron pulleys each 150 mm in diameter with 12 mm-wide grooves, mounted on a 10 mm thick mild steel inverted 'U' bracket at least 60 mm wide, suitable for all shutter sizes. Type B features twin or quadruple pulleys on a shaft with ball bearings, designed for heavier loads up to 800 kg (using two trolley sets) or 1200 kg (with three sets), providing enhanced smoothness for larger shutters.

?Are there restrictions on welding methods and joining of sheets in fabrication?

Yes. Welding multiple sheets together to achieve the required width or length is prohibited; sheets must be used in full size. Mild steel black sheets are tack welded to the frame interior with 25 mm weld runs spaced every 200 mm, following a welding sequence to avoid distortion. When sheets cover both sides of the frame, the inner sheet is tack welded first, while the outer sheet is plug welded and ground smooth to conceal welds.

?What information must a purchaser provide when placing an order for steel sliding shutters?

Purchasers should specify the opening dimensions, the number and size of leaves (single or double), construction details surrounding the opening such as wall thickness and frame type, the preferred roller mechanism, covering material and finish, and any additional relevant details. This information ensures accurate fabrication and installation in alignment with IS 10451 requirements.

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