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AS/NZS 4455.1:2008

AS/NZS 4455.1:2008

Masonry units, pavers, flags and segmental retaining wall units Masonry units

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Table of Contents

<toc>
<bookmarktable>
<bookmark index=&apos;0&apos;>
<pageno>1</pageno>
<text>AS/NZS 4455.1:2008 MASONRY UNITS, PAVERS, FLAGS AND SEGMENTAL RETAINING WALL UNITS - MASONRY UNITS</text>
<bookmark index=&apos;1&apos;>
<pageno>4</pageno>
<text>PREFACE</text>
</bookmark>
<bookmark index=&apos;2&apos;>
<pageno>5</pageno>
<text>CONTENTS</text>
</bookmark>
<bookmark index=&apos;3&apos;>
<pageno>6</pageno>
<text>SECTION 1 SCOPE AND GENERAL</text>
<bookmark index=&apos;4&apos;>
<pageno>6</pageno>
<text>1.1 SCOPE</text>
</bookmark>
<bookmark index=&apos;5&apos;>
<pageno>6</pageno>
<text>1.2 APPLICATION</text>
</bookmark>
<bookmark index=&apos;6&apos;>
<pageno>7</pageno>
<text>1.3 NORMATIVE REFERENCES</text>
</bookmark>
<bookmark index=&apos;7&apos;>
<pageno>7</pageno>
<text>1.4 DEFINITIONS</text>
<bookmark index=&apos;8&apos;>
<pageno>7</pageno>
<text>1.4.1 Block</text>
</bookmark>
<bookmark index=&apos;9&apos;>
<pageno>7</pageno>
<text>1.4.2 Brick</text>
</bookmark>
<bookmark index=&apos;10&apos;>
<pageno>7</pageno>
<text>1.4.3 Characteristic value</text>
</bookmark>
<bookmark index=&apos;11&apos;>
<pageno>7</pageno>
<text>1.4.4 Compressive strength</text>
</bookmark>
<bookmark index=&apos;12&apos;>
<pageno>7</pageno>
<text>1.4.5 Dimensional changes</text>
</bookmark>
<bookmark index=&apos;13&apos;>
<pageno>8</pageno>
<text>1.4.6 Dimensional deviation</text>
</bookmark>
<bookmark index=&apos;14&apos;>
<pageno>8</pageno>
<text>1.4.7 Efflorescence</text>
</bookmark>
<bookmark index=&apos;15&apos;>
<pageno>8</pageno>
<text>1.4.8 Face</text>
</bookmark>
<bookmark index=&apos;16&apos;>
<pageno>8</pageno>
<text>1.4.9 Face shells</text>
</bookmark>
<bookmark index=&apos;17&apos;>
<pageno>8</pageno>
<text>1.4.10 Face-shell width</text>
</bookmark>
<bookmark index=&apos;18&apos;>
<pageno>8</pageno>
<text>1.4.11 Lot</text>
</bookmark>
<bookmark index=&apos;19&apos;>
<pageno>8</pageno>
<text>1.4.12 Masonry unit</text>
</bookmark>
<bookmark index=&apos;20&apos;>
<pageno>8</pageno>
<text>1.4.13 Mean</text>
</bookmark>
<bookmark index=&apos;21&apos;>
<pageno>8</pageno>
<text>1.4.14 Pitted surface</text>
</bookmark>
<bookmark index=&apos;22&apos;>
<pageno>8</pageno>
<text>1.4.15 Salt attack resistance</text>
</bookmark>
<bookmark index=&apos;23&apos;>
<pageno>8</pageno>
<text>1.4.16 Shall</text>
</bookmark>
<bookmark index=&apos;24&apos;>
<pageno>9</pageno>
<text>1.4.17 Should</text>
</bookmark>
<bookmark index=&apos;25&apos;>
<pageno>9</pageno>
<text>1.4.18 Standard deviation</text>
</bookmark>
<bookmark index=&apos;26&apos;>
<pageno>9</pageno>
<text>1.4.19 Unconfined compressive strength</text>
</bookmark>
<bookmark index=&apos;27&apos;>
<pageno>9</pageno>
<text>1.4.20 Web</text>
</bookmark>
<bookmark index=&apos;28&apos;>
<pageno>9</pageno>
<text>1.4.21 Work size</text>
</bookmark>
</bookmark>
<bookmark index=&apos;29&apos;>
<pageno>9</pageno>
<text>1.5 NOTATION</text>
</bookmark>
</bookmark>
<bookmark index=&apos;30&apos;>
<pageno>13</pageno>
<text>SECTION 2 PRODUCT REQUIREMENTS</text>
<bookmark index=&apos;31&apos;>
<pageno>13</pageno>
<text>2.1 GENERAL</text>
</bookmark>
<bookmark index=&apos;32&apos;>
<pageno>13</pageno>
<text>2.2 DIMENSIONAL DEVIATIONS FROM WORK SIZE</text>
<bookmark index=&apos;33&apos;>
<pageno>13</pageno>
<text>2.2.1 Performance requirement</text>
</bookmark>
<bookmark index=&apos;34&apos;>
<pageno>13</pageno>
<text>2.2.2 Methods</text>
</bookmark>
<bookmark index=&apos;35&apos;>
<pageno>13</pageno>
<text>2.2.3 Deemed to satisfy</text>
</bookmark>
<bookmark index=&apos;36&apos;>
<pageno>14</pageno>
<text>2.2.4 Dimensional consistency between deliveries</text>
</bookmark>
</bookmark>
<bookmark index=&apos;37&apos;>
<pageno>14</pageno>
<text>2.3 UNCONFINED COMPRESSIVE STRENGTH</text>
<bookmark index=&apos;38&apos;>
<pageno>14</pageno>
<text>2.3.1 Performance requirement</text>
</bookmark>
<bookmark index=&apos;39&apos;>
<pageno>14</pageno>
<text>2.3.2 Method</text>
</bookmark>
</bookmark>
<bookmark index=&apos;40&apos;>
<pageno>14</pageno>
<text>2.4 INTEGRITY</text>
<bookmark index=&apos;41&apos;>
<pageno>14</pageno>
<text>2.4.1 Performance requirement</text>
</bookmark>
<bookmark index=&apos;42&apos;>
<pageno>14</pageno>
<text>2.4.2 Deemed to satisfy</text>
</bookmark>
</bookmark>
<bookmark index=&apos;43&apos;>
<pageno>15</pageno>
<text>2.5 DURABILITY</text>
<bookmark index=&apos;44&apos;>
<pageno>15</pageno>
<text>2.5.1 Performance requirement</text>
</bookmark>
<bookmark index=&apos;45&apos;>
<pageno>16</pageno>
<text>2.5.2 Method</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index=&apos;46&apos;>
<pageno>17</pageno>
<text>APPENDIX A - DEMONSTRATION OF COMPLIANCE FOR STRENGTH</text>
<bookmark index=&apos;47&apos;>
<pageno>17</pageno>
<text>A1 GENERAL</text>
</bookmark>
<bookmark index=&apos;48&apos;>
<pageno>17</pageno>
<text>A2 DEMONSTRATION OF COMPLIANCE FOR A SINGLE LOT</text>
</bookmark>
<bookmark index=&apos;49&apos;>
<pageno>17</pageno>
<text>A3 DEMONSTRATION OF COMPLIANCE FOR LOTS TAKEN DURING CONTINUOUS MANUFACTURE</text>
</bookmark>
</bookmark>
<bookmark index=&apos;50&apos;>
<pageno>18</pageno>
<text>APPENDIX B - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD</text>
<bookmark index=&apos;51&apos;>
<pageno>18</pageno>
<text>B1 SCOPE</text>
</bookmark>
<bookmark index=&apos;52&apos;>
<pageno>18</pageno>
<text>B2 STATISTICAL SAMPLING</text>
</bookmark>
<bookmark index=&apos;53&apos;>
<pageno>18</pageno>
<text>B3 PRODUCT CERTIFICATION</text>
</bookmark>
<bookmark index=&apos;54&apos;>
<pageno>19</pageno>
<text>B4 SUPPLIER&#146;S QUALITY MANAGEMENT SYSTEM</text>
</bookmark>
<bookmark index=&apos;55&apos;>
<pageno>19</pageno>
<text>B5 OTHER MEANS OF ASSESSMENT</text>
</bookmark>
</bookmark>
<bookmark index=&apos;56&apos;>
<pageno>20</pageno>
<text>APPENDIX C - DETERMINATION OF CHARACTERISTIC VALUE</text>
<bookmark index=&apos;57&apos;>
<pageno>20</pageno>
<text>C1 SCOPE</text>
</bookmark>
<bookmark index=&apos;58&apos;>
<pageno>20</pageno>
<text>C2 EVALUATION OF CHARACTERISTIC VALUE</text>
</bookmark>
<bookmark index=&apos;59&apos;>
<pageno>20</pageno>
<text>C3 COEFFICIENT OF VARIATION</text>
</bookmark>
</bookmark>
<bookmark index=&apos;60&apos;>
<pageno>22</pageno>
<text>APPENDIX D - PURCHASING GUIDELINES</text>
<bookmark index=&apos;61&apos;>
<pageno>22</pageno>
<text>D1 SCOPE</text>
</bookmark>
<bookmark index=&apos;62&apos;>
<pageno>22</pageno>
<text>D2 ORDERING</text>
</bookmark>
<bookmark index=&apos;63&apos;>
<pageno>22</pageno>
<text>D3 IDENTIFICATION</text>
</bookmark>
<bookmark index=&apos;64&apos;>
<pageno>22</pageno>
<text>D4 VERIFICATION</text>
<bookmark index=&apos;65&apos;>
<pageno>22</pageno>
<text>D4.1 Quality records</text>
</bookmark>
<bookmark index=&apos;66&apos;>
<pageno>22</pageno>
<text>D4.2 Additional verification testing</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index=&apos;67&apos;>
<pageno>23</pageno>
<text>APPENDIX E - TESTING FOR ADDITIONAL PROPERTIES</text>
</bookmark>
</bookmark>
</bookmarktable>
</toc>

Abstract

Sets out requirements for masonry units used for walls built in accordance with AS 3700 and NZS 4230.

Scope

This Standard specifies requirements for masonry units for walling built in accordance with AS 3700 and NZS 4230.
The masonry units covered by this Standard include those made of the following materials:
(a) Autoclaved aerated concrete.
(b) Calcium silicate (sand-lime).
(c) Concrete (dense or lightweight).
(d) Dimension stone (cut or dressed).
(e) Fired clay (with or without shale).
Dimension stone has a wide variety of characteristics. These are not fully covered by the requirements of this Standard.
Tiles, or similar, that are intended to be rigidly fixed or suspended are not within the scope of this Standard.
This Standard does not specify requirements for masonry units other than requirements for the verification of their nominated characteristic values.
NOTES:
1 Guidance on means for demonstrating compliance with this Standard is given in Appendix B.
2 Guidance on the determination of characteristic value is given in Appendix C.
3 Guidance on the content of a purchasing agreement is given in Appendix D.
4 Guidance on optional testing is given in Appendix E.
5 Some non-rectilinear shapes for walling units are not illustrated in this Standard; however, this Standard may be used, but not all test methods mentioned may be applicable to such shapes.

General Product Information

Document Type Standard
Status Current
Publisher Standards Australia
Committee BD-026
Supersedes
  • DR 04313
  • AS/NZS 4455:1997

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