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Aplicaciones anidadas

Aplicaciones anidadas

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To contract archLAB's services, please contact us at contact on +34 948 26 89 96 or at labedif@unav.es.

You can also fill out the following form and we will contact you at contact .

Formulario

form of contact

Name
Surname
Email
Telephone number
National Identity Card
Management
DATA OF THE BUSINESS

Complete the form with the data of your business.

DATA OF THE BUSINESS

Complete the form with the data of your business.

business represented
VAT NUMBER
Management of the business
Description of the work
L
M
X
J
V
S
D
Required completion date

Aplicaciones anidadas

archlab_tit_servicios

Main services

Aplicaciones anidadas

Aplicaciones anidadas

ArchLAB_PRO_servicio1

attendance technique to research applied

ArchLAB_PRO_servicio2

Standardized mechanical tests for strength and properties of materials

Aplicaciones anidadas

ArchLAB_PRO_servicio3

design and performance of non-standardized tests according to the customer's needs.

ArchLAB_PRO_servicio4

design and materialization of prototypes and final products by machining or additive printing

Aplicaciones anidadas

Archlab_Pro_Tarifas_Boton

archlab_pro_Servicios_Desplegable

List of services

  • Technical time
  • Urban Displacement
  • Intercity Commuting
  • Determination of mechanical strength, (1 age)
  • Determination of mechanical resistance, (2 ages)
  • Determination of mechanical strength, (3 ages)
  • Chemical analysis: SiO², Al²O³, Fe²O³, CaO, MgO, SO³, P.F. and R.I.
  • Consistency with shaking table
  • Bulk density of fresh mortar
  • Air content of fresh mortar
  • Water holding capacity
  • Theoretical open time and workability of the fresh mortar
  • Apparent density of hardened mortar
  • Flexural and compressive strength, (1 age)
  • Flexural and compressive strength, (2 ages)- 7 and 28 days
  • Flexural and compressive strength, (3 ages)
  • Determination of water absorption coefficient by capillarity
  • Grain size analysis
  • Fines content (if done at the same time as the previous one, no charge is made)
  • Clay lumps
  • Light particles
  • Density, porosity and water absorption
  • Water absorption only
  • Grain size analysis
  • Fines content (if done at the same time as the previous one, no charge is made)
  • assessment of the fines. Granulometry of the fillers (with air)
  • Fresh concrete sampling, including concrete sampling, cone seat measurement, fabrication of four 15x30 cylindrical specimens, curing, facing and breaking at two ages (not including displacements).

 

For each additional test tube of the same sample

  • Preparation and fabrication of 4 cylindrical concrete specimens at laboratory
  • Curing, facing and compression of a cylindrical concrete specimen essay
  • Preparation and fabrication at laboratory of 3 prismatic specimens of 15x15x60 cm.
  • Measuring the consistency of fresh concrete, Abrams cone method.
  • Determination of the density of fresh concrete in laboratory
  • Witness diameter 50 mm
  • 75 mm diameter witness
  • Idem diameter 100 mm
  • Same diameter 150 mm
  • Sclerometric or ultrasonic survey for concrete quality study (sclerometer)
  • Sampling of fresh concrete, including concrete sampling, manufacturing of 2 cylindrical specimens of 15x30, curing, facing and breaking at 7 days (not including displacements).
  • essay tensile strength of a steel specimen
  • Determination of the geometrical characteristics of a steel specimen
  • essay of knots take-off in electrowelded meshes
  • essay complete of electrowelded mesh (One diameter), including knots take off
  • essay complete electrowelded mesh (two diameters), including the removal of knots.

Bricks

  • Verification of dimensions and shape
  • Determination of dimensions
  • Determination of water absorption (3 pieces)
  • Determination of water absorption (10 pieces)
  • Determination of water absorption by boiling water immersion (6 pieces)
  • Determination of bending strength and breaking load
  • Slip resistance, inclined plane method (BARE FOOT)
  • Industrial PAV slip resistance, inclined plane method, not including calculation of the drainage volume "V". ® (FOOTWEAR FOOT)
  • Industrial PAV slip resistance, inclined plane method, including calculation of drainage volume "V" (R+V).
  • Slip/slip resistance USRV (Pendulum)
  • Determination of bending strength 3 pieces
  • Determination of bending strength
  • Flexural strength (10 pieces)

Concrete pavers

  • Water absorption
  • Breaking strength
  • Abrasion resistance (Euskontrol)
  • Slip/slip resistance USRV (Pendulum)

 

Cement tiles

  • Determination of water absorption
  • Determination of water absorption
  • Water absorption
  • Total water absorption
  • Determination of bending strength
  • Determination of bending strength
  • Bending strength and ultimate load
  • Bending strength and ultimate load
  • Abrasion resistance (Euskontrol)
  • Determination of impact resistance
  • Slip/slip resistance USRV (Pendulum)
  • Slip resistance USRV (Pendulum)

Blocks and vaults

  • R. Concrete vaults bending
  • Absolute dry density
  • Determination of the physical-mechanical characteristics of the wood, of agreement with the rule UNE 56540, carrying out the following tests:
  • Moisture due to desiccation
  • Specific gravity
  • Hygroscopicity
  • Hardness (10 pieces)
  • Static bending strength