Loading

Construction Materials Testing · Malzemeler

Cement

TS EN 197-1 (cement — composition, properties and conformity criteria)TS EN 196-1 (strength determination)TS EN 196-2 (kimyasal analiz)TS EN 196-3 (setting times and expansion)TS EN 196-6 (incelik tayini)TS EN 197-2 (conformity assessment)
Construction Materials Testing laboratory work

What Is Cement?

Cement tests are carried out with the methods defined in the EN 196 series: compressive and bending strength in mortar samples prepared with standard sand and defined water/cement ratio, initial and final setting times with the Vicat instrument, specific surface with the Blaine method, as well as expansion, chemical composition and loss on ignition are measured.

Purpose of Cement

The aim is to verify the conformity of the cement to the type and strength class defined in EN 197-1. The performance of cement determines the performance of all concrete to be produced.

Which Products Is Cement Applied To?

  • Portland cement and compound cements
  • Blended cements (fly ash, slag, pozzolana)
  • white cement
  • Sulphate resistant cement
  • Mortar and plaster cements

In Which Sectors Is Cement Used?

ConstructionConstructionChemistry

Standards Related to Cement

  • TS EN 197-1 (cement — composition, properties and conformity criteria)
  • TS EN 196-1 (strength determination)
  • TS EN 196-2 (kimyasal analiz)
  • TS EN 196-3 (setting times and expansion)
  • TS EN 196-6 (incelik tayini)
  • TS EN 197-2 (conformity assessment)

Cement Conditions

mortar composition
Standard sand, water/cement ratio and mixing program defined in EN 196-1
Cure
Samples are cured at standard-defined temperature and humidity.
Experimental age
At defined ages for early strength and standard strength
Laboratory conditions
Temperature and humidity controlled environment is mandatory

Equipment for Cement

  • Standard mortar mixer and shaking table
  • Prism molds and curing pool
  • Bending and pressure press
  • Vicat tool and Le Chatelier rings
  • Blaine specific surface device
  • XRF and glow furnace

Sample Requirements for Cement

  • Conditioning in building materials directly determines the result: concrete with incomplete curing time, damp wood or insulation material that is not balanced will not show its true performance. Sample age and conditioning conditions are always stated in the report.
  • Representative sample; It must be taken from the silo or bag in accordance with the standard.
  • The sample should be stored in an airtight container — cement absorbs moisture
  • Cement type, class and production date must be declared
  • Enough; separate samples required for all experiments

Duration of Cement

Setting and fineness experiments are completed in a short time. Strength tests wait until the cure age defined in the standard and this period cannot be shortened; The standard strength result therefore determines the test schedule.

Cement Procedure

  1. 1The sample is taken and conditioned under laboratory conditions.
  2. 2Standard mortar is prepared according to EN 196-1 and prisms are poured.
  3. 3Samples are cured under defined conditions.
  4. 4Setting times are determined with the Vicat tool.
  5. 5Fineness is measured by the Blaine method.
  6. 6Flexural and compressive strength are measured at defined ages.

Cement Acceptance Criteria

TS EN 197-1 defines early and standard strength ranges, setting onset time and expansion limits for each cement type and strength class. Within the scope of (EU) 305/2011, the test result is not a pass/fail decision, but the performance value to be announced in the Declaration of Performance (DoP). The national regulations and project specifications of the country where the structure where the product will be used determine which performance level is sufficient.

Evaluation of Results

The strength class is defined by both lower and upper limits; Higher than expected strength may also exceed the class and this is a non-conformity. A shortening of the setting time usually indicates moisture or improperly stored cement.

Cement Report

  • Cement type, class, manufacturer and batch information
  • Applied standards
  • Socket start and end times
  • Fineness (specific surface)
  • Flexural and compressive strength at all ages
  • Chemical analysis results

Accreditation

EUROLAB holds internationally recognised accreditation obtained from accreditation bodies party to the IAF and ILAC multilateral recognition arrangements, under ISO/IEC 17025 for laboratory testing, ISO/IEC 17020 for inspection and surveillance, and ISO/IEC 17021-1 and ISO/IEC 17065 for system and product certification. This chain ensures the reports and certificates issued are accepted worldwide.

Whether this test can be offered within accredited scope depends on your product and the standard applied; since accreditation is method-based, the scope is confirmed in writing at the quotation stage.

Scope and authorisations

Related Regulations

  • Construction Products Regulation (EU) 305/2011

Construction Materials Testing — What Does This Testing Field Cover?

The section below describes the field that the Cement test belongs to; the conditions and acceptance criteria of this particular test are given in the sections above. The scope specific to your product is confirmed in writing at the quotation stage.

Construction materials testing shows whether a product performs the function it takes on within the structure. A wide field is gathered in this family, from the compressive strength of concrete to the thermal transmittance of glass, from sieve analysis of aggregate to the watertightness of windows.

What sets this family apart from the others is that the result turns directly into a REGULATORY DECLARATION. For products covered by construction products legislation a declaration of performance (DoP) is mandatory, and every essential characteristic in the declaration rests on a test result. Reaction-to-fire class, thermal conductivity, compressive strength, water permeability and release of dangerous substances are declared in this way. The declaration is a legal text carrying the manufacturer's signature; the test record behind it is the first document requested in an inspection.

The second distinguishing feature is that the product is assessed over its SERVICE LIFE. An electronic device runs for five years; a building component stays in place for fifty and is exposed throughout that time to freeze-thaw cycles, UV, moisture, chemical attack and load. Durability tests (freeze-thaw, carbonation, alkali-silica reaction, ageing) therefore carry as much weight in this field as classical strength tests.

Tests are separated by material type and each group has its own set of standards: cement and concrete, aggregate, masonry units, wood-based panels, thermal insulation, glass and glazing units, ceramic tiles, floor coverings, screeds, joint fillers and coating systems. Where the product will be installed determines which set applies — the same panel is assessed against different standards on a wall and on a floor.

Factory production control (FPC) is a continuous component of the field. CE marking on a construction product is not obtained with a single test and then left; the manufacturer must set up a system showing that it monitors production consistency, takes samples regularly and intervenes when there is a deviation. Depending on the product group, this system may have to be audited by a notified body.

Site testing is a separate body of work. In the laboratory the product is approved; on site it is checked that the product really is of the declared class and that it has been applied correctly. Fresh concrete slump, cylinder sampling, aggregate sieve analysis and in-situ watertightness tests fall within this scope.

Method groups in this field

  • Concrete and cement

    Slump, air content and unit weight in fresh concrete; compressive and flexural strength, water permeability and freeze-thaw resistance in hardened concrete. For cement, compressive strength, setting time and composition analysis.

  • Aggregate

    Sieve analysis, particle shape, Los Angeles abrasion resistance, freeze-thaw, alkali reactivity and density/water absorption.

  • Thermal and energy performance

    Thermal conductivity and thermal resistance, calculation of thermal transmittance (U value) in glazing units, solar energy transmittance.

  • Facade and joinery

    Air permeability, watertightness and wind load resistance in windows and doors; fire performance in facade systems.

  • Fire performance

    Reaction-to-fire classification and fire resistance tests; these are two separate concepts and are addressed by separate standards.

  • Masonry, tile and flooring

    Compressive strength, water absorption, abrasion resistance, slip resistance, stain and chemical resistance.

  • Emissions and dangerous substances

    Formaldehyde release from wood-based panels, VOC emissions from construction products, leaching behaviour of aggregates and waste.

Commonly confused in this field

  • REACTION to fire and RESISTANCE to fire are different concepts: one describes the material's contribution to a fire, the other how long a component holds the fire back.
  • A declaration of performance is not a certificate; it is the manufacturer's declaration. Notified body involvement varies with the product group and the assessment system.
  • A test result is valid for the mounting arrangement in which the product was tested. A different substrate, a different thickness or a different joint detail may require reassessment.
  • A site sample and a laboratory sample are not the same thing. A concrete cylinder taken on site also reflects application and curing conditions; it does not replace product approval.
  • ASTM and EN construction standards measure similar quantities with different specimens and scales; the results cannot be converted one-to-one.

Which decisions these results support

  • Declaration of performance (DoP) and CE marking
  • Establishing and maintaining the factory production control system
  • On-site conformity control of concrete, aggregate and workmanship
  • Meeting fire and energy performance requirements
  • Verifying the technical items in the project and tender specification

Related Tests

Frequently Asked Questions About Cement

Our cement sets faster than expected, why?

Dehumidification, high ambient temperature, excessive fineness or problems with the balance of the gypsum are the main causes. When setting time and fineness measurements are evaluated together, the weld usually becomes visible.

We use cookies required for the site to work. With your permission we also add an analytics cookie to understand how pages are used. Cookie Policy