NZQA registered unit standard 18346 version 4 Page 1 of 3 Title Demonstrate knowledge of curing methods for concrete construction Level 3 Credits 5 Purpose People credited with this unit standard are able to: identify the properties of hardened concrete; explain the curing process for concrete; and outline factors that affect the quality of concrete. Classification Concrete > Concrete Technology Available grade Achieved Explanatory notes Legislation and publications relevant to this unit standard include: Health and Safety in Employment Act 1992; NZS 3109:1997 Concrete construction; NZS 3101 Parts 1 and 2:1995 Concrete structures standard – The design of concrete structures, available from Standards New Zealand (http://www.standards.co.nz). Outcomes and evidence requirements Outcome 1 Identify the properties of hardened concrete. Evidence requirements 1.1 The factors influencing the strength of concrete are identified in terms of water/cement ratio and degree of compaction. Range 1.2 factors include but are not limited to – age, curing. The strength of concrete is described in terms of its different types. Range types include but are not limited to – compressive strength, tensile strength, flexural strength, shear strength. Building and Construction Industry Training Organisation SSB Code 101562 New Zealand Qualifications Authority 2016 NZQA registered unit standard 18346 version 4 Page 2 of 3 Outcome 2 Explain the curing process for concrete. Evidence requirements 2.1 The purpose of curing is explained in terms of the appropriate methods for particular conditions. Range 2.2 conditions could include but are not limited to – moisture, temperature, differential shrinkage, frost expansion, temporary loads, design loads, differential expansion. The requirements for the protection of concrete are explained in terms of hot and cold conditions. Range requirements include but are not limited to – retaining moisture, preventing excessive temperature differentials, reducing hardening time. 2.3 The factors which govern the striking times for formwork are explained in terms of concrete strength, treatment of the concrete surface and economics. 2.4 The purpose of accelerated curing is described in terms of established methods. Range 2.5 established methods include but are not limited to – use of finer cement, chemical methods, thermal methods. Requirements for avoiding cracking in large pours of concrete are identified in terms of high and low strength concrete. Range requirements include but are not limited to – concrete mix proportions, type of cementitious material, concrete placing temperature, ambient conditions, formwork and insulation. Outcome 3 Outline factors that affect the quality of concrete. Evidence requirements 3.1 The terms modules of elasticity, creep, drying shrinkage, moisture movement and thermal movement are explained in terms of concrete production. 3.2 The factors affecting dimensional changes are explained in terms of their effects on quality. 3.3 The durability of concrete is explained in terms of the causes of deterioration. 3.4 Factors affecting the resistance of concrete to deterioration are identified in terms of abrasion, fire, frost, chemical attack, and carbonation. Building and Construction Industry Training Organisation SSB Code 101562 New Zealand Qualifications Authority 2016 NZQA registered unit standard 3.5 18346 version 4 Page 3 of 3 The deleterious effects on concrete that can occur in sulphate-bearing ground and in a marine environment are described in terms of precautions taken to ensure good durability. Planned review date 31 December 2013 Status information and last date for assessment for superseded versions Process Version Date Last Date for Assessment Registration 1 23 May 2001 N/A Revision 2 16 July 2004 N/A Rollover and Revision 3 25 January 2008 N/A Rollover and Revision 4 17 November 2011 N/A Consent and Moderation Requirements (CMR) reference 0048 This CMR can be accessed at http://www.nzqa.govt.nz/framework/search/index.do. Please note Providers must be granted consent to assess against standards (accredited) by NZQA, before they can report credits from assessment against unit standards or deliver courses of study leading to that assessment. Industry Training Organisations must be granted consent to assess against standards by NZQA before they can register credits from assessment against unit standards. Providers and Industry Training Organisations, which have been granted consent and which are assessing against unit standards must engage with the moderation system that applies to those standards. Requirements for consent to assess and an outline of the moderation system that applies to this standard are outlined in the Consent and Moderation Requirements (CMR). The CMR also includes useful information about special requirements for organisations wishing to develop education and training programmes, such as minimum qualifications for tutors and assessors, and special resource requirements. Comments on this unit standard Please contact the Building and Construction Industry Training Organisation national.office@bcito.org.nz if you wish to suggest changes to the content of this unit standard. Building and Construction Industry Training Organisation SSB Code 101562 New Zealand Qualifications Authority 2016