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JG/T 169-2005Light weight panels for partition walls used in buildings (English PDF)

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Issued by

Ministry of Construction of the People's Republic of China

Level / Type

National · Recommended

Issue date

March 9, 2005

Implementation date

June 1, 2005

Scope

JG/T 169-2005 (Light weight panels for partition walls used in buildings) is available as an English-translated PDF.

JG/T 169-2005 — This Standard specifies the terms, classification, requirements, test methods, inspection rules, marks, transport and storage of light weight panels for partition walls used in buildings (hereinafter referred to as "light weight panels").

This Standard is applicable to light weight panels for non-load bearing partition walls used in general buildings.

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Document preview — JG/T 169-2005

National Standard of the People's Republic of China

Classification
Q 18

Issued by: Ministry of Construction of the People's Republic of China

Contents

  • Foreword...3
  • 1 Scope...5
  • 2 Normative references...5
  • 3 Terms and definitions...5
  • 4 Classification...6
  • 5 Requirements...8
  • 6 Test methods...10
  • 7 Inspection rules...22
  • 8 Marks, transport and storage...26

Foreword

This Standard replaces JG/T 3029-1995 Light longish panels for internal

partitions in residence.

This revision extends the scope of application of light weight panels for partition

walls used in buildings; it adds the terms, revises the technical requirements

and test methods for light weight panels. Compared with JG/T 3029-1995, the

main changes are as follows.

1 Deleted "50 mm thick plate" in specifications;

2 Deleted control indexes of "out heed and inter orifice, mortise and rabbet"

in size deviation; added control index of "wall thickness";

3 Modified "areal density", "air weighted sound reduction index", "bending

failure load", "impact resistance" and "drying shrinkage value" in physical

and mechanical properties; added "compressive strength", "moisture

content", "softening coefficient", and "heat transfer coefficient"; deleted

"combustion performance";

4 Specified radionuclide limit index of light weight panels;

5 Modified stipulated items of product factory inspection.

This Standard was proposed by Research Institute of Standards & Norms of

Ministry of Construction.

This Standard shall be under the jurisdiction of National Technical Committee

on Building Products and Components of Ministry of Construction.

The drafting organizations of this Standard. China National Engineering

Research Center for Human Settlements, Beijing Building Materials Quality

Supervision and Inspection Station, Shenzhen Zhongwaijian South Industrial

Co., Ltd., Shenzhen Metropolis Synthetic Panel Co., Ltd., Beijing Huali United

High-tech Co., Ltd., Henan Mana Building Template Ltd., Langfang Jianning

Wall Technology Development Co., Ltd., Yueyang (Hunan) Huaqiang Institute

of New Building Materials, Beijing Jianbang Weiye Machine Manufacturing Co.,

Ltd., Anhui Ahwanda Wallboard Machinery Co., Ltd., and Kaiping Welsun

(Soben) Green Board Co., Ltd.

Main drafters of this Standard. Gao Baolin, Zhao Guoqiang, Zhang Zengshou,

Zhu Lianbin, Luo Gang, Zhou Xiaoqun, Luo Qiuyuan, Zhu Hengjie, Bao Wei,

Chen Bingjun, Qiu Guohui, Li Wei, Zhao Mengqi, Yao Gang, and Wei Jun.

Light weight panels for partition walls used in

buildings

1 Scope

This Standard specifies the terms, classification, requirements, test methods,

inspection rules, marks, transport and storage of light weight panels for partition

walls used in buildings (hereinafter referred to as "light weight panels").

This Standard is applicable to light weight panels for non-load bearing partition

walls used in general buildings.

2 Normative references

The following standards contain the provisions which, through reference in this

Standard, constitute the provisions of this Standard. The parties who enter into

agreement based on this Standard are encouraged to use the latest versions

apply to this Standard.

GB 2828 Sampling procedures for inspection by attributes

GB 6566 Limits of radionuclides in building materials

GB/T 9978 Fire-resistance tests - Elements of building construction

GB/T 13475 Thermal insulation - Determination of steady-state thermal

transmission Properties - Calibrated and guard hot box

GB/T 17431.1 Lightweight aggregates and its test methods - Part 1.

Lightweight aggregates

GBJ 75 Acoustics-measurement of sound insulation in buildings-

specifications

3 Terms and definitions

The following terms and definitions apply to this Standard.

3.1 lightweight panel

Prefabricated panel made by lightweight materials or in lightweight construction,

and used for non-load bearing partition walls, of which areal density is not

greater than the value stipulated in this Standard, and length-width ratio is not

less than 2.5.

3.2 hollow cores panel

Prefabricated panel of which a number of through-holes along the longitudinal

direction of plates.

3.3 solid panel

Prefabricated panel, without holes, that is made by materials of same kind.

3.4 composite sandwich panel

Prefabricated panel composed by two and more materials of different functions,

or composed by panel (casting surface layer) and core layer material.

3.5 out heed and inter orifice

General term for mortise, rabbet and joint groove set on both sides of panel.

4 Classification

4.1 Classification and code

According to sectional configuration, lightweight panel is divided into hollow

cores panel, solid panel and composite sandwich panel; OR ordinary panel,

door frame panel and irregular panel, according to component type of panel.

The classification and code of lightweight panel are shown in Table 1.

Table 1 Classification and code of lightweight panel

Classification method Name Code

According to sectional configuration

Hollow cores panel

Solid panel

Composite sandwich panel

According to component type of

panel

Ordinary panel

Door frame panel

Irregular panel

PB

MCB

YB

4.2 Product type

The lightweight panel can be made as hollow cores, sandwich and composite

sandwich type. It shall use different out heed and inter orifice, and opening but

it shall all comply with the provisions of Article 3.1 and Clause 5 of this Standard.

mm × 30 mm

6 Wall thickness b / mm >= 12

NOTE Defects in 3, 4, and 5 that are lower than the limits are negligible while defects that

are higher than the limits are unqualified.

a This inspection is for composite sandwich panel.

b Wall thickness shall be inspected for hollow cores panel.

5.3 Size deviation

Panel size tolerance shall comply with the provisions in Table 3.

Table 3 Size tolerance unit. mm

No. Item Size tolerance

1 Length ± 5

2 Width ± 2

3 Thickness ± 1

4 Panel surface levelling <= 2

5 Diagonal difference <= 6

6 Lateral bending L / 1000

5.4 Physical and mechanical properties

Corresponding use area, physical and mechanical properties indexes stipulated

by different moisture content of panel shall comply with the provisions in Table

4 and Table 5.

Table 4 Corresponding use area stipulated by different moisture

content of panel

Moisture content % <= 12 <= 10 <= 8

Use area Moist Medium Dry

NOTE

Moist area refers to the area where annual average relative humidity is greater than 75%;

Medium area refers to the area where annual average relative humidity is 50% ~ 70%;

Dry area refers to the area where annual average relative humidity is less than 50%.

be equal to panel width.

6.4.2.5 Place it for 2 min after the first four grades are applied. When the fifth

grade of load is applied to 1.5 times panel weight, place it for 5 min. If it

continues to applying load, circulate this grade loading mode till it breaks and

cracks.

6.4.2.6 Record the total load from the first grade of load to the fifth grade (or

the grade before it breaks and cracks) as test results.

6.4.2.7 The test results only apply to panels of which the length is within the

size scope of panels for test.

6.4.3 Compressive strength test
6.4.3.1 Along with the direction of panel width, Successively cut out unit test

specimen of which the thickness equals to panel thickness, height is 100 mm

and length is 100 mm (for hollow cores panel, the length shall include a whole

hole's length and the unit test sample's of two complete holes ribs). Three unit

specimens form a group.

6.4.3.2 Process the upper surface and the lower surface of specimen, so as

to make it a plane that is parallel to each other and vertical to specimen hole

cylinder axis. Modulate the cement mortar to process the upper surface and the

lower surface. And use horizontal rule to adjust it level.

6.4.3.3 Place specimen on testing machine's bearing plate, so as to make

specimen axis coincide with pressure center of bearing plate. Apply load at

0.05~0.10 MPa/s till specimen breaks. Record the maximum failure load P.

6.4.3.4 Compressive strength of each specimen shall be calculated according

to formula (1), and make it accurate to 0.1 MPa.

Where,

R - Compressive strength of specimen, in megapascal (MPa);

P - Failure load, in newton (N);

l - Length of specimen's receiving surface, in millimeter (mm);

b - Width of specimen's receiving surface, in millimeter (mm).

Panel's compressive strength shall be represented by the arithmetic mean of

compressive strength of three panels, and make it accurate to 0.1 MPa.

6.4.4 Softening coefficient test
6.4.4.1 Take a piece of test panel. Extract specimen along with panel length

direction, i.e., a specimen of which the height is 100 mm, and length is 100 mm,

six specimens in total in two groups, th...

......

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 26 pages — is available in the English PDF.

Referenced standards

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