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GB/T 17431.1-2010Lightweight aggregates and its test methods -- Part 1: Lightweight aggregates (English PDF)

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Issued by

General Administration of Quality Supervision, Inspection and Quarantine

Level / Type

National · Recommended

Issue date

September 2, 2010

Implementation date

May 1, 2011

Scope

GB/T 17431.1-2010 (Lightweight aggregates and its test methods -- Part 1: Lightweight aggregates) is available as an English-translated PDF.

GB/T 17431.1-2010 — This Part of GB/T 17431 specifies the terms and definitions, classification, requirements, test methods, inspection rules, product certificates, stockpiling and transportation of lightweight aggregates.

This Part applies to lightweight aggregates used in concrete, primarily including artificial lightweight aggregates, natural lightweight aggregates, and industrial waste slag lightweight aggregates.

It may also be used as a reference for lightweight aggregates of other categories or intended for other applications.

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Document preview — GB/T 17431.1-2010

National Standard of the People's Republic of China

ICS
91.100.10
Classification
Q 25

Issued by: General Administration of Quality Supervision, Inspection and Quarantine

Contents

  • Foreword...3
  • 1 Scope...5
  • 2 Normative References...5
  • 3 Terms and Definitions...5
  • 4 Classification...6
  • 5 Requirements...7
  • 6 Test Methods...10
  • 7 Inspection Rules...10
  • 8 Product Certificate, Stockpiling, and Transportation...12

Foreword

GB/T 17431 Lightweight Aggregates and Its Test Methods consists of the following two parts.

--- Part 1.Lightweight Aggregates;

--- Part 2.Test Methods for Lightweight Aggregates.

This Part is Part 1 of GB/T 17431; and its degree of consistency with EN 13055.1.2002

Lightweight Aggregates - Part 1.Lightweight Aggregates for Concrete, Mortar and Grout is

not equivalent.

This Part replaced GB/T 17431.1-1998 Lightweight Aggregates and Its Test Methods – Part 1.

Lightweight Aggregates.

Compared with GB/T 17431.1-1998, the major changes of this Document are as follows.

--- Revise Terms and Definitions (Clause 3 of the 1998 Edition; Clause 3 of this Edition);

--- Revise the upper limit of the density grade of lightweight coarse aggregates to 1200

kg/m³ (3.1 of the 1998 Edition; 3.1 of this edition);

--- Revised the classification of lightweight aggregates (Clause 4 of the 1998 Edition; Clause

4 of this Edition);

--- Change the sieve used for sieve analysis has to a square-hole sieve; and revise the particle

size distribution table (5.1.2 of the 1998 Edition; 5.1.2 of this Edition);

--- Add particle size distribution with a nominal size of 5 mm to 25 mm (5.1.2 of the 1998

Edition; 5.1.2 of this Edition);

--- Add technical indicators for the gradation of mixed lightweight coarse and fine

aggregates (5.1.3 of this Edition);

--- Cancel the homogeneity index (5.2 of the 1998 Edition);

--- Cancel the product grades (4.2, 5.3.1, 5.3.2, and 5.5.1 of the 1998 Edition; Clause 4, 5.3.1,

and 5.5.1 of this Edition);

--- Revise the specifications for particle shape coefficient (5.5.1 of the 1998 Edition; 5.5.1

of this Edition);

--- Add technical requirements for chloride content in lightweight aggregates (5.6 of this

Edition);

--- Revise technical requirements for mud content (5.6 of the 1998 Edition; 5.6 of this

Edition).

Lightweight Aggregates and Its Test Methods – Part 1.

Lightweight Aggregates

1 Scope

This Part of GB/T 17431 specifies the terms and definitions, classification, requirements, test

methods, inspection rules, product certificates, stockpiling and transportation of lightweight

aggregates.

This Part applies to lightweight aggregates used in concrete, primarily including artificial

lightweight aggregates, natural lightweight aggregates, and industrial waste slag lightweight

aggregates. It may also be used as a reference for lightweight aggregates of other categories or

intended for other applications.

2 Normative References

The provisions in following documents become the provisions of this Part through reference in

this Part of GB/T 17431.For dated references, the subsequent amendments (excluding

corrigendum) or revisions do not apply to this Standard, however, parties who reach an

agreement based on this Standard are encouraged to study if the latest versions of these

documents are applicable. For undated references, the latest edition of the referenced document

applies.

GB 6566 Limits of radionuclides in building materials

GB/T 14684-2001 Sand for building

GB/T 17431.2-2010 Lightweight aggregates and its test methods - Part 2.Test methods for

lightweight aggregates

JGJ 51 Technical specification for lightweight aggregate concrete

3 Terms and Definitions

For the purposes of this Part of GB/T 17431, the following terms and definitions apply.

3.1 Lightweight aggregate

A collective term for coarse and fine aggregates with a bulk density not exceeding 1200 kg/m³.

3.2 Artificial lightweight aggregate

Lightweight coarse aggregates (such as ceramisite, etc.) and lightweight fine aggregates (such

as ceramisite sand, etc.) produced by processing, granulating, and high-temperature firing

inorganic materials.

3.3 Natural lightweight aggregate

Lightweight aggregate that is produced by crushing and screening porous rock formed by

volcanic eruptions, such as pumice and scoria, etc.

3.4 Industrial waste slag lightweight aggregate

Lightweight aggregate produced from industrial by-products or solid waste through crushing

and screening.

3.5 Cinder

A type of industrial waste slag lightweight aggregate made specifically from the porous residue

left after coal burns in a boiler through crushing and screening.

3.6 Spontaneous combustible coal gangue

A type of industrial waste slag lightweight aggregate made specifically from coal gangue

discharged during coal mining and processing through a process involving stockpiling,

spontaneous combustion, crushing, and screening.

3.7 Super-lightweight aggregate

Lightweight coarse aggregates for thermal insulation or structural thermal insulation with a

bulk density not exceeding 500 kg/m³.

3.8 High strength lightweight aggregate

Lightweight coarse aggregate for structural use complying with the requirements specified in

Table 4 of this Standard.

4 Classification

It is classified as follows by method of formation.

a) Artificial lightweight aggregate. lightweight coarse aggregate (e.g., ceramisite) and

lightweight fine aggregate (e.g., ceramisite sand);

7.1.1 Exit-factory inspection

Inspection items for lightweight coarse aggregate. particle size gradation, bulk density, particle

shape coefficient, cylinder compressive strength, and water absorption; for high-strength

lightweight coarse aggregate, the strength grade shall also be tested.

Inspection items for lightweight fine aggregate. fineness modulus and bulk density.

7.1.2 Type inspection

Type inspection for lightweight aggregate includes all items specified in Clause 5 of this Part;

radioactivity inspection is conducted only when the product is put into production or when raw

materials change. Type inspection shall be conducted in the following cases.

a) When a new product is put into production;

b) When taking normal production, it shall be conducted once every six months;

c) When raw materials or production processes change;

d) When production resumes after a suspension of more than six months.

7.2 Batching rules

Lightweight aggregates shall be inspected and accepted in batches based on category, name,

and density grade. A batch consists of 400 m³. Quantities of less than 400 m³ shall also be

counted as one batch.

7.3 Sampling rules

Sampling shall be conducted in accordance with the relevant provisions of Clause 4 of GB/T

17431.2-2010.

7.4 Judgment rules

7.4.1 Judgment

The batch of products is judged as qualified if the results of all tests comply with the

corresponding provisions of Clause 5 of this Part.

7.4.2 Reinspection

If any single test result fails to comply with the provisions of this Part, double the sample size

may be taken from the same batch of lightweight aggregate to retest the unqualified item.

After reinspection, if the result for that item complies with the provisions of this Part, the batch

of products is judged as qualified; otherwise, the batch of products is judged as unqualified.

......

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 12 pages — is available in the English PDF.

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