EN 1015-10-1999 pdf download.Methods of test for mortar for masonry — Part 10: Detenuination of dry bulk density of hardened mortar.
This EN 1015-10 specifies a niethod for
(letenunung the thy bulk density of hardened mortars.
It is applicable to lightweight and general purpose and
thin layer mortars using specimens of regular shape.
2 Normative references
E The foLlowing referenced (loculnents are indispensable for the application of this document. For dated references, only tlw edition cited applies. For undatcd references, the latest edition of the referenced document (including any amendments) applies. (J
El) EN 998-1, (il Specfi cation for molar far masonry — Part I: Rendering and plastering mortar with inorganic binding agents.
IEN 9O-2,j Sp qficiition for mortar for fliQ.’(nu/ Part 2: Mastmry ,norta:
EN 1015-2, Methods of test for mortar for masonry — Part 2: Bulk so in piinq of mortars and pirpainlion qf t4’sl mortars.
EN 1015-3, Methods of test for mortar for masonry — Part 3: Delerm inalion of consistence of fresh mortar (by flow table).
EN 1015-11, Methods of test for mortar for masonry — Prni 11: Determination offle.ntml and conqnvssire siren glh of haidenod moila,:
3 Principle
)The thy hulk (lensity of a given specimen of hardened mortar Is (letefliwied i the quotwnt of its I1W% In OVCH (fried condition, and the volunw which it
(X’cuipieS
4 Symbols
is the oven dry n of specimen of
hardened mortar, in kilugrains (kg);
F) Text deleted (i
V, Is the vohune of specinien of hardened
niortar in cubic metres (ms).
E) 5.1 A .reighin’ instrument, accurate to 0,1 % of 11w total mass of the spceimen.(jI
5.2 .4 ‘t’uIiIufrd atm, capable of maintaining a temperature of 70 °C ± 5°C or 60°C ±5°C
5.3 Moulds, as (lescflbed in EN 1015-Il.
6 SampLing, preparation and storage of test samples
The fresh mortar for this test shall have a voiwne of not less than 50 times the maximum aggregate particle size, wid in no case less than 50 nil or 1,5 tinws the quantity needed to perform tire test, whichever is the greater. It shall be obtained either by reduction of the bulk test sample (sec EN 1015.2) using a sample divider or by quartering or by preparation from ehy constituents and water in the laboratory. The flow value of the mortar in the hulk test sample shall be (letI’rmIned in accordance with EN l0l53 and reported
Lalx)rdt()ly mixed samples shall, before testing, he brought to a defined flow value as specified In
EN 1015-2.
Ready to use mortars (factory-made wet mortars which are retanled). and pre-batched aJ.r-lmwJsan(l wet mortars when not gauged with hydraulic binders, shall be tested within their specified workable life.
The length of mixing period shall he meastinsi from the luonreni all constituents are introduced Into the mixer.
Ilefore testing, the batch shall be gently stirred by hand usmg a trowel or palette knife in 5 s to lOs to counteract any false setting etc., but without any wkbtionai mixing of the batch.
Any deviation from the mixing procedure shall be noted.
A test sample sludl conhl)rse tJtret specimens prel)an’(l in moulds, their shape, preparation and storage being in accordance with EN 1015-11.
7 Procedure
I)rv the qwcirnen In the oven at a teniperature of 105 °C ±5°C J until the constant mass is reached. For samples with organic constituents, e.g. expanded Ix)IYsyri’ne aggregale, use a drying Ieriipera11ire of () 0C ±5°C. The specimen is considered to have reached constant mass if two consecutive weigtünga 2 h apart during the (hying, do not (lifer by more than
0,2 % of the mass of the diy specimen Record the mass of the specimen. In kg to the nearest 0,1 )&
El) Text deleted (!1
8 Calculation and expression of results El) V• ts taken as the volume of the mould, which is
256x io-&.:1
Calculate the dzy hulk density of each mortar specimen as the ratio of the recorded itiass. to the volume V.
CalcdaIe the mean value from the individual values of each mortar spechneti, all va1ue nxuided to 11w nearest 10 kg/nip.EN 1015-10-1999 pdf download.

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