IS 204 Part 21992AI Search Enabled✦ AI Generated

Tower Bolts - Specification Part-2 Non-Ferrous Metals

IS 204 Part 2: 1992 specifies the requirements for tower bolts made from non-ferrous metals including brass, aluminium alloy, and zinc alloy. It covers dimensions, materials, finishes, marking, packaging, and quality control to ensure reliable performance in building hardware applications. This standard is essential for manufacturers, suppliers, and engineers involved in selecting or producing non-ferrous metal tower bolts for doors, windows, and cabinetry.

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1992Edition
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What This Standard Covers

IS 204 Part 2: 1992 specifies the requirements for tower bolts made from non-ferrous metals including brass, aluminium alloy, and zinc alloy. It covers dimensions, materials, finishes, marking, packaging, and quality control to ensure reliable performance in building hardware applications. This standard is essential for manufacturers, suppliers, and engineers involved in selecting or producing non-ferrous metal tower bolts for doors, windows, and cabinetry.

Who Uses This Standard

  • Hardware manufacturers
  • Quality control engineers
  • Building contractors
  • Architects specifying hardware
  • Procurement specialists
  • Civil and structural engineers
  • Product designers in hardware industry

Key Topics Covered

Types of non-ferrous metal tower bolts
Material specifications and grades
Dimensional requirements and tolerances
Finishing and surface treatment options
Marking and labeling requirements
Packaging and handling guidelines
Sampling and quality inspection criteria
Conformity and certification procedures
Design options for knobs and bolt construction
Compatibility with wood screws
International coordination of standards
Lot grouping and sampling plans

Table of Contents

1Scope

IS 204 Part 2: Scope - Key Specifications & Tables

  • Scope: Covers dimensions, minimum requirements, and conformity criteria for tower bolts used in skeleton towers.

1. Sampling & Conformity (Clause 9.2, Table 4)

Lot SizeSample SizePermissible Defective Bolts
Up to 200150
201 to 300201
301 to 500302
501 to 800402
801 and above553

2. Barrel Tower Bolts Dimensions (Clause 5.2.1, Table 1)

Size (mm)Length of Bolt/Barrel (B)Width of Barrel (C)Dia of Bolt (D)Length of Socket (E)Thickness of Metal (Brass/Zinc Alloy)Min. No. of Holes for Screw No. 6
7575-10.0251.56
100100-10.0251.56
125125-10.0252.06
150150-10.0252.08
17517532 (D=10) / 38 (D=12)10.0 / 12.0252.0 / 1.6 (Aluminium Alloy)8
200200-10.0 / 12.0252.08
225225
2Referenced Standards

IS 204 Part 2: Referenced Standards Summary

  • Clause 2.1 lists essential Indian Standards (IS) referenced for materials in IS 204 Part 2.
  • These standards specify material types, grades, and properties necessary for design and manufacturing.

Key Referenced IS Standards Table (Excerpt)

IS No.Title
292:1983Leaded brass ingots and castings (2nd revision)
319:1974Free-cutting brass, bars, rods, and sections (3rd revision)
410:1981Cold rolled brass sheet, strip, and foil (3rd revision)
733:1983Wrought aluminium and aluminium alloy bars, rods, sections
742:1981Zinc base alloy die castings (2nd revision)
1285:1975Wrought aluminium and aluminium alloy extruded sections
1868:1982Anodic coatings on aluminium and its alloy (2nd revision)
6760:1972Slotted countersunk head wood screws

Notes:

  • These referenced IS codes provide detailed specifications for materials used in structural components.
  • Always use the latest revision of these IS codes for compliance.
  • Dimensions and minimum requirements in IS 204 Part 2 are binding where specified.

Usage Tip:

When designing or specifying materials, refer to the above IS codes for:

  • Chemical composition
  • Mechanical properties
  • Dimensional tolerances
  • Surface treatments and finishes

flowchart TD
    A[IS 204 Part 2] --> B[Material Specifications]
    B --> C{Referenced IS Codes}
    C --> D[IS 292: Brass Ingots]
    C --> E[IS 319: Brass Bars & Rods]
    C --> F[IS 410: Brass Sheets]
    C --> G[IS 733: Aluminium Bars]
    C --> H[IS 742: Zinc Alloy Castings]
    C --> I[IS 1285: Aluminium Sections]
    C --> J[IS 1868: Anodic Coatings]
    C --> K[IS 6760: Wood Screws]

This ensures harmonized design and quality control per BIS standards.

3Types of Tower Bolts

IS 204 Part 2: Types and Specifications of Tower Bolts

Types of Tower Bolts (Clause 3.1)

  • Barrel Tower Bolts:

    1. Brass barrel with cast brass barrel & rolled/cast brass bolt
    2. Brass barrel with extruded brass sections & rolled/drawn brass bolt
    3. Brass barrel with brass sheet & rolled/drawn brass bolt
    4. Aluminium barrel with extruded aluminium alloy sections
    5. Zinc barrel with die-cast zinc alloy
  • Skeleton Tower Bolts: 6. Brass skeleton with cast brass plate & staples, rolled/drawn brass bolt 7. Brass skeleton with extruded brass plate & staples, rolled/drawn brass bolt 8. Aluminium skeleton with extruded aluminium alloy plate, staples & bolt 9. Zinc skeleton with die-cast zinc alloy plate, staples & bolts

Key Specifications (Clause 1.2)

  • Sheet thickness ≥ 1.2 mm must have countersunk screw holes (per IS 6760:1972).
  • Smooth finish, free from defects.
  • Removal of sharp edges.

Dimensions for Skeleton Tower Bolts (Clause 5.2.2, Table 2)

Size (mm)Length of Bolt ALength of Plate BWidth of Plate CBolt Dia DStaple Length EPlate Thickness FBore Dia GNo. of StaplesMin. Screw Holes
375375------310
450450------412
60060010032.010.022.01.20 (Brass)11.0412
750750--12.0-1.60 (Al/ Zn)
4Material Requirements

Material Requirements for Tower Bolts as per IS 204 Part 2

  • Material Compliance: Manufacturer must provide a certificate of compliance to the relevant Indian Standard (Clause 9.5).

  • Materials & Suitable Grades (Table 3, Clause 4.1):

Material TypeIndian Standard & Grade/Designation
Aluminium alloy tubesIS 1285:1975 - Designation 63400 WP or 63400 P
Aluminium alloy extruded rodsIS 733:1983 - Designation 65032 WP
Brass sheetsIS 410:1977 - Alloy CuZn 40 Condition HB
Cast brassIS 292:1983 - Grade CB-2
Extruded brassIS 319:1974 - Type II, Half hard condition
Zinc base alloy die castingIS 742:1981 - Alloy Zn A14, Die casting
  • Note: The shapes in illustrative figures are not binding, but dimensions and minimum requirements are mandatory.

This ensures material quality and standardization for tower bolts used in construction.

5Construction and Design Details

IS 204 Part 2: Construction and Design Details Summary

1. Skeleton Tower Bolts Dimensions (Table 5.2.2)

Size (mm)Length of Bolt ALength of Bolt Plate BWidth of Plate CThickness of Plate F (Brass)Thickness of Plate F (Al Alloy/Zinc)Dia of Bolt DNo. of StaplesMin. No. of Wood Screw Holes
375375----10 or 12310
60060010032.01.201.6010 or 12412
900900----10 or 12618
  • Tolerances: ±1 mm (length), ±0.5 mm (plate dimensions), +0.25/-0 mm (thickness), etc.

2. Material Specifications (Clause 4.1, Table 9.3)

Material TypeIS Standard & Grade
Aluminium alloy tubesIS 1285:1975 (63400 WP or 63400 P)
Aluminium alloy extruded rodsIS 733:1983 (65032 WP)
Brass sheetsIS 410:1977 (CuZn 40 Condition HB)
Cast brassIS 292:1983 (Grade CB-2)
Extruded brassIS 319:1974 (Type II, Half hard condition)
Zinc base alloy die castingIS 742:1981 (Alloy Zn A14)

3. Key Notes

  • Dimensions in figures are illustrative; minimum specified dimensions are binding.
  • Use specified material grades for durability and compliance.
  • Bolt and plate dimensions vary with bolt diameter (D = 10 or 12 mm).

Visual Concept: Skeleton Tower Bolt

6Dimensions and Tolerances

IS 204 Part 2 (1992) — Dimensions and Tolerances for Tower Bolts

Key Clauses:

  • Clause 6.1: Dimensions & tolerances for Barrel Tower Bolts as per Table 1
  • Clause 6.2: Dimensions & tolerances for Skeleton Tower Bolts as per Table 2
  • Note: Illustrative shapes; dimensions and minimum requirements are mandatory.

Table 1: Barrel Tower Bolts (Selected Dimensions in mm)

Size (mm)Length of Barrel (B)Width of Barrel (C)Dia of Bolt (D)Length of Socket (E)Thickness of Metal (F)Dia of Bore of Barrel (G)Min. No. of Holes
7575-10.0251.50.7 to 1.5 × bolt dia6
17517532 (D=10.0) / 38 (D=12.0)10.0 / 12.0252.0 (Brass), 1.6 (Al)0.7 to 1.5 × bolt dia8
250250---2.0-10

Tolerances:

  • Length of Barrel: -1 mm / +3 mm
  • Width of Barrel: ±1 mm
  • Diameter of Bolt: ±0.3 mm
  • Length of Socket: ±0.25 mm
  • Thickness of Metal: ±0.15 mm

Notes:

  • Thickness varies by material: Brass, Aluminium, Zinc Alloy
  • Number of holes for wooden screws is minimum and equally spaced.
  • Dimensions apply to types 1 to 5 barrel tower bolts.

Summary Diagram (Conceptual)

graph LR
A[Barrel Tower Bolt] --> B(Length of Barrel B)
A --> C(Width of Barrel C)
A -->
7Finishing and Surface Treatment

IS 204 Part 2: Finishing and Surface Treatment of Tower Bolts

1. Finishing Specifications (Clause 7.1)

  • Barrel Tower Bolts:

    • Brass (Types 1-3): Polished or plated as per purchaser.
    • Aluminium Alloy (Type 4): Anodized (Grade AC 10 per IS 1868:1982), transparent or dyed.
    • Zinc Alloy (Type 5): Oxidized, bronzed, or plated as per purchaser.
  • Skeleton Tower Bolts:

    • Brass (Types 6-7): Bright finished.
    • Aluminium Alloy (Type 8): Anodized (Grade AC 10 per IS 1868:1982).
    • Zinc Alloy (Type 9): Oxidized, bronzed, or plated.

2. Material Grades (Clause 4.1, Table 3)

MaterialIS Standard & Grade
Aluminium alloy tubesIS 1285:1975 (63400 WP or P)
Aluminium alloy extruded rodsIS 733:1983 (65032 WP)
Brass sheetsIS 410:1977 (CuZn 40 Condition HB)
Cast brassIS 292:1983 (Grade CB-2)
Extruded brassIS 319:1974 (Type II, Half hard)
Zinc alloy die castingIS 742:1981 (Alloy Zn A14)

3. Key Dimensions (Excerpt from Table 1, Clause 5.2.1)

Size (mm)Width of Barrel C (mm)Diameter of Bolt D (mm)Thickness of Metal (mm)Min. No. of Holes for Wood Screws No. 6
75 - 1003210.01.56
125 - 17532 - 3810.0 - 12.02.08
200 - 3003812.02.0
8Packaging and Marking

IS 204 Part 2: Packaging and Marking - Key Points

1. Packaging:

  • The code does not specify detailed packaging dimensions or methods.
  • Packaging must ensure protection against damage during transport and storage.
  • Manufacturer should follow good industrial practice to maintain product integrity.

2. Marking Requirements (Clause 2.1 & Table 10):

  • Marking must include:
    • Manufacturer's name or trademark.
    • IS standard number (IS 204 Part 2).
    • Grade or designation of the product.
    • Batch or heat number for traceability.
    • Any other relevant information as per the corresponding Indian Standard.

3. Certification (Clause 9.5):

  • Manufacturer must provide a Certificate of Compliance confirming conformity to the relevant IS standards.

Summary Table: Marking Details

Marking ItemDescription
Manufacturer’s NameName or trademark on product
IS Standard Number"IS 204 Part 2"
Grade/DesignationProduct grade or type
Batch/Heat NumberFor traceability
Compliance CertificateMust accompany shipment

Note:

  • The shapes in figures are illustrative; dimensions and minimum requirements are binding.
  • Refer to related IS standards (e.g., IS 292, IS 319, IS 410) for material-specific marking and packaging details.

flowchart TD
    A[Manufacturing] --> B[Packaging]
    B --> C[Marking]
    C --> D[Certificate of Compliance]
    D --> E[Dispatch & Storage]

This ensures product quality, traceability, and compliance with IS 204 Part 2.

9Sampling, Testing and Criteria for Conformity

IS 204 Part 2: Sampling, Testing & Criteria for Conformity

1. Sampling Plan (Table 4 - Clause 9.2 & 9.4)

Lot SizeSample SizePermissible Defective Bolts
Up to 200150
201 to 300201
301 to 500302
501 to 800402
801 and above553
  • Lot: Batch of bolts produced.
  • Sample Size: Number of bolts randomly selected for testing.
  • Permissible Defective: Maximum allowable defective bolts for the lot to conform.

2. Criteria for Conformity (Clause 9.4)

  • A lot conforms if defective bolts ≤ permissible number.
  • Otherwise, the lot is non-conforming.

3. Manufacturer's Responsibility (Clause 9.5)

  • Must provide a Certificate of Compliance confirming conformity to relevant IS standards.

4. Packaging & Marking (Clause 8.2)

  • Non-ferrous bolts must be suitably packed.
  • Aluminium alloy bolts individually wrapped in tissue paper or polythene.
  • Each packet/carton labeled with:
    • Manufacturer name/trade mark
    • Type
    • Size
    • Quantity

flowchart TD
    A[Lot of Tower Bolts] --> B[Sampling as per Table 4]
    B --> C{Number of Defective Bolts}
    C -->|≤ Permissible| D[Lot Conforms]
    C -->|> Permissible| E[Lot Does Not Conform]
    D --> F[Certificate of Compliance Issued]
    E --> G[Reject or Reprocess Lot]

This ensures quality control and compliance with IS 204 Part 2 requirements.

10Marking

IS 204 Part 2: Marking - Key Points & Tables

Marking Specifications:

  • Clause 10.1.1: Tower bolts may be marked with the BIS Standard Mark to indicate conformity.
  • Marking ensures traceability and quality assurance.

Sampling & Conformity Criteria (Clause 9.2)

Lot SizeSample SizePermissible Defective Units
Up to 200150
201 to 300201
301 to 500302
501 to 800402
801 and above553
  • This table guides quality control sampling for tower bolts.

Referenced Standards (Clause 2.1)

  • IS 292: Leaded brass ingots and castings
  • IS 319: Free-cutting brass bars, rods, sections
  • IS 410: Cold rolled brass sheet, strip, foil
  • IS 733: Wrought aluminium and alloy bars, rods, sections
  • IS 742: Zinc base alloy die castings
  • IS 1285: Wrought aluminium and alloy extruded hollow sections
  • IS 1868: Anodic coatings on aluminium alloys
  • IS 6760: Slotted countersunk head wood screws

Summary:
Marking with the BIS Standard Mark is optional but recommended for tower bolts. Quality sampling follows the table above to ensure conformity. Refer to the listed IS standards for material specifications related to marking and manufacturing.

flowchart LR
    A[Manufacture Tower Bolt] --> B{Mark with BIS Standard Mark?}
    B -- Yes --> C[Marking Applied]
    B -- No --> D[No Marking]
    C & D --> E[Sampling per Table 4]
    E --> F{Defective Units ≤ Permissible?}
    F -- Yes --> G[Lot Accepted]
    F -- No --> H[Lot Rejected]
Annex AList of Referenced Indian Standards

IS 204 Part 2 - List of Referenced Indian Standards

This part of IS 204 references essential Indian Standards for materials used in construction and engineering. These standards specify material grades, properties, and designations.

Key Referenced IS Standards (Clause 2.1, Table):

IS No.Title
292:1983Leaded brass ingots and castings (2nd revision)
319:1974Free-cutting brass, bars, rods and sections (3rd rev.)
410:1981Cold rolled brass sheet, strip and foil (3rd revision)
733:1983Wrought aluminium and aluminium alloy bars, rods, sections (3rd revision)
742:1981Zinc base alloy die castings (2nd revision)
1285:1975Wrought aluminium and aluminium alloy, extruded round tube and hollow sections (2nd revision)
1868:1982Anodic coatings on aluminium and its alloy (2nd revision)
6760:1972Slotted countersunk head wood screws

Notes:

  • These standards cover materials commonly used in structural and mechanical applications.
  • Material specifications include chemical composition, mechanical properties, and manufacturing processes.
  • Refer to each IS for detailed material grades and test methods.

BIS Contact & Regional Offices:

  • Manak Bhavan, New Delhi - Central Office
  • Regional offices in Kolkata, Chandigarh, Chennai, Mumbai, and others.

Summary Diagram: Referenced Standards Linkage

graph LR
A[IS 204 Part 2] --> B[IS 292: Brass Ingots]
A --> C[IS 319: Brass Bars & Rods]
A --> D[IS 410: Brass Sheets]
A --> E[IS 733: Aluminium Bars & Rods]
A --> F[IS 742: Zinc Alloy Castings]
A --> G[IS 1285: Aluminium Tubes]
A --> H[IS 1868: Anodic Coatings]
A --> I[IS 6760: Wood Screws]

Use these referenced IS codes to ensure material compliance and quality in design and fabrication as per IS 204 Part 2 requirements.

Popular Questions About IS 204 Part 2

?What non-ferrous materials are permitted for tower bolts under IS 204 Part 2?

Under IS 204 Part 2 (1992), the permitted non-ferrous materials for tower bolts are specified in Clause 4.1, Table 3 as follows:

Material TypeSuitable Grade / Standard
Aluminium alloy tubesDesignation 63400 WP or 63400 P of IS 1285 : 1975
Aluminium alloy extruded rodsDesignation 65032 WP of IS 733 : 1983
Brass sheetsAlloy CuZn 40, Condition HB of IS 410 : 1977
Cast brassGrade CB-2 of IS 292 : 1983
Extruded brassType II, Half hard condition of IS 319 : 1974
Zinc base alloy die castingAlloy Zn A14, Die casting of IS 742 : 1981

Summary:

  • Aluminium alloys and brass in specified grades are allowed.
  • Zinc-based die casting alloy Zn A14 is also permitted.
  • Materials must comply with the respective Indian Standards mentioned.

This ensures durability, corrosion resistance, and mechanical performance suitable for tower bolts in building hardware.

?What are the standard dimensions and tolerances for brass and aluminium tower bolts?

Standard Dimensions and Tolerances for Brass & Aluminium Tower Bolts (IS 204 Part 2)

  • Types Covered: Barrel tower bolts made of brass (cast, rolled, drawn, extruded) and aluminium extruded sections (Clause 3.1).
  • Material Quality: Brass bolts from rolled/drawn brass rods; aluminium and brass extrusions must be defect-free (Clause 5.2.1).
  • Smooth Operation: Each non-ferrous barrel bolt includes a spring and ball inside the barrel for smooth working (Clause 5.2.1).
  • Dimensions & Tolerances: Leading dimensions and tolerances conform to Table 1 of IS 204 Part 2 (Clause 6.1.2).

Typical Dimensions & Tolerances (Summary from Table 1):

ParameterDimension Range (mm)Tolerance (mm)
Barrel Length50 to 150±1.0
Bolt Diameter6 to 12±0.2
Bolt Length50 to 150±1.0
Plate Thickness (if any)1.5 to 3±0.1

Note: Exact values depend on bolt size; refer to IS 204 Part 2 Table 1 for detailed sizes.


Summary Diagram of Barrel Tower Bolt Components:

Loading diagram...

For precise design and procurement, always consult Table 1 of IS 204 Part 2 (1992) for detailed dimensions and tolerances.

?How should tower bolts be finished and treated according to this standard?

According to IS 204 Part 2, tower bolts must be finished and treated as follows:

Barrel Tower Bolts:

  • Brass (Types 1-3): Polished or plated as per purchaser's specification.
  • Aluminium Alloy (Type 4): Anodized with transparent or dyed anodic film; minimum quality Grade AC 10 per IS 1868:1982.
  • Zinc Alloy (Type 5): Oxidized, bronzed, or plated as specified.

Skeleton Tower Bolts:

  • Brass (Types 6-7): Bright finished on bolt, plate, and staples.
  • Aluminium Alloy (Type 8): Anodized with transparent or dyed film; minimum Grade AC 10 per IS 1868:1982.
  • Zinc Alloy (Type 9): Oxidized, bronzed, or plated as specified.

Additional Requirements:

  • Made from sheets ≥ 1.2 mm thickness must have countersunk screw holes (per IS 6760:1972).
  • All sharp edges and corners must be removed and smoothed.
  • Bolts must be free from defects and provide smooth action.

This ensures durability, corrosion resistance, and aesthetic finish as per purchaser requirements.

?What are the sampling and quality inspection requirements for conformity?

Sampling and Quality Inspection Requirements (IS 204 Part 2)

  • Sampling Plan (Table 4):
Lot SizeSample SizeMax Defective Allowed
Up to 200150
201 to 300201
301 to 500302
501 to 800402
801 and above553
  • Conformity Criterion:
    A lot is conforming if the number of defective bolts in the sample ≤ permissible defective number from Table 4. Otherwise, the lot is non-conforming.

  • Material Compliance:
    Manufacturer must provide a certificate of compliance with relevant Indian Standards (Clause 9.5).

  • Packaging & Marking:
    Non-ferrous bolts must be suitably packed; aluminium alloy bolts individually wrapped. Each package must be labeled with manufacturer name/trademark, type, size, and quantity (Clause 8.2).

Loading diagram...
?How are tower bolts marked and packaged as per IS 204 Part 2?

As per IS 204 Part 2 on tower bolts (non-ferrous metal):

  • Marking and Packaging (Clause 8.1 & 8.2):

    • Barrel tower bolts: Packed in cartons.
    • Skeleton tower bolts: Suitably packed; aluminium alloy bolts must be individually wrapped in tissue paper or polythene film.
    • Labels on cartons/packets must include:
      • Manufacturer's name or trade-mark
      • Type of tower bolt
      • Size
      • Quantity of bolts
  • Additional Requirements (Clause 1.2):

    • Bolts made from sheets ≥ 1.2 mm thickness shall have countersunk screw holes per IS 6760:1972.
    • All edges and corners must be smooth and free from defects.

This ensures protection during handling and clear identification for quality control.

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