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Effect of the preparation of lime putties on their properties

Abstract

In the study of lime as the basic component of historical mortars and plasters, four lime putties prepared from various kinds of lime of various granulometry and by various ways of preparation were evaluated. The rheological properties and micro-morphologic changes, growing of calcite crystals, and rate of carbonation were monitored. The lime putty prepared from lump lime achieves the best rheological properties, yield stress 214.7Pa and plastic viscosity 2.6Pa·s. The suitability of this lime putty was checked by testing the development of calcium hydroxide and calcite crystals using scanning electron microscopy and environmental scanning electron microscopy. The disordered crystals of calcium hydroxide exhibit better carbonation resulting in the large crystals of calcite; therefore, the mortar prepared from the lump lime has the highest flexural strength and compressive strength 0.8/2.5MPa, its carbonation is the fastest and exhibits the longest durability. Also, thanks to the micro-morphological characterization of samples in their native state by means of environmental scanning electron microscopy, the new way of lime putty preparation by mixing was proven. The preparation consists in the mechanical crash of the lime particles immediately after hydration. This enables the properties of putty prepared from lump lime to be nearly reached.

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Effect of the preparation of lime putties on their properties

Author: Soukupová, Eva; Tihlaříková, Eva; Neděla, Vilém; Rovnaníková, Pavla; Pavlík, Jaroslav
Publisher: Springer Nature
Year: 2017
DOI: 10.1038/s41598-017-17527-3
Source: https://dspace.vut.cz/bitstreams/189c7e87-95ec-44ee-b7de-dab605f0ffa3/download
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ScIen I Ic RepoR s | 7: 17260 | DOI:10.1038/s41598-017-17527-3
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E ec o he p epa a ion o lime
pu ies on hei p ope ies
E a Na á ilo á1, E a Tihlaříko á1, Vilém Neděla1, Pa la Ro naníko á2 & Ja osla Pa lík3
In he s udy o lime as he basic componen o his o ical mo a s and plas e s, ou lime pu ies p epa ed
om a ious kinds o lime o a ious g anulome y and by a ious ways o p epa a ion we e e alua ed.
The heological p ope ies and mic o-mo phologic changes, g owing o calci e c ys als, and a e o
ca bona ion we e moni o ed. The lime pu y p epa ed om lump lime achie es he bes heological
p ope ies, yield s ess 214.7 Pa and plas ic iscosi y 2.6 Pa·s. The sui abili y o his lime pu y was
checked by es ing he de elopmen o calcium hyd oxide and calci e c ys als using scanning elec on
mic oscopy and en i onmen al scanning elec on mic oscopy. The diso de ed c ys als o calcium
hyd oxide exhibi be e ca bona ion esul ing in he la ge c ys als o calci e; he e o e, he mo a
p epa ed om he lump lime has he highes lexu al s eng h and comp essi e s eng h 0.8/2.5 MPa, i s
ca bona ion is he as es and exhibi s he longes du abili y. Also, hanks o he mic o-mo phological
cha ac e iza ion o samples in hei na i e s a e by means o en i onmen al scanning elec on
mic oscopy, he new way o lime pu y p epa a ion by mixing was p o en. The p epa a ion consis s in
he mechanical c ash o he lime pa icles immedia ely a e hyd a ion. This enables he p ope ies o
pu y p epa ed om lump lime o be nea ly eached.
In he pas lime pu y was adi ional ma e ial wi h a wide applica ion in cons uc ion. I used o be p epa ed om
lump lime and i ea u ed good wo kabili y, plas ici y and du abili y. The adi ional p epa a ion o lime pu y
was eplaced by mode n chemical- echnological p ocesses. Lime pu y is essen ial o he es o a ion o his o ic
plas e , wall pain ing, sg a i o e c1. Lime pu y is ob ained by he hyd a ion o calcined limes one in an excess o
wa e acco ding o he ollowing equa ion:
+→ +
−
·CaOHOCa(OH)65kJmol (1)
22 1
I is a s ongly exo he mic eac ion which leads o he enla gemen o olume. The a io o change in he pa i-
cles’ olume o CaO o Ca(OH)2 is 16.9/33.2. Lime pu y is an aqueous suspension o calcium hyd oxide pa icles.
A small p opo ion o calcium ca bona e can be p esen due o incomple e calcina ion o limes one o eac ion
wi h ca bon dioxide. The p ocess o hyd a ion o CaO is dependen upon he eac i i y o quicklime, which is
in luenced by he empe a u e o calcina ion o CaCO3. CaO is eleased om limes one and he po e s uc u e o
g ains is gene a ed du ing calcina ion. The physical p ope ies o quicklime, such as po osi y, densi y, g ain size
and hyd a ion a e, a e dependen on he empe a u e o calcina ion. Fu he mo e, he p ocess o CaO hyd a ion
is dependen on he dis ibu ion o pa icle size, he quan i y and quali y o he added wa e , he empe a u e o
he wa e , he p esence o impu i ies in he quicklime, and he p esence o ions in he mixing wa e 2,3. The speci ic
su ace a ea is he mos eliable pa ame e which can be used o e alua e he eac i i y o quicklime. The highe
speci ic su ace a ea o quicklime is he eason o i s highe eac i i y4–7. The bu ning o CaO leads o changes
in he mic os uc u e and hese di e ences in he mic os uc u e o CaO c ys als bu n a di e en empe a u es
esul in di e en hyd a ion ac i i y o CaO8. The hyd a ion p ocess o quicklime is also a ec ed by he pa icle
size o CaO. The ine pa icles a e mo e sin e ed and hus hey cause a low eac i i y o quicklime. The coa se
pa icles will con ain some amoun o unbu ned CaCO3, which is an ine ma e ial in quicklime4,9. Va ious me h-
ods and he empe a u e o hyd a ion o CaO lead o ob aining lime pu y wi h a di e en mo phology, size,
and size dis ibu ion o calcium hyd oxide c ys als. The calcium hyd oxide c ys als wi h a size o app oxima ely
100 –110 nm o igina e du ing he hyd a ion in he excess o wa e and a a lowe empe a u e5. Calcium hyd oxide
1The Czech Academy o Science, Ins i u e o Scien i ic Ins umen s, B no, 612 64, Czech Republic. 2Ins i u e o
Chemis y, Facul y o Ci il Enginee ing, B no Uni e si y o Technology, B no, 602 00, Czech Republic. 3Lhois ,
Lime kiln Če o y schody a.s., Tmaň, 267 21, Czech Republic. Co espondence and eques s o ma e ials should be
add essed o E.N. (email: [email p o ec ed])
Recei ed: 24 Augus 2017
Accep ed: 27 No embe 2017
Published: xx xx xxxx
OPEN
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hyd a ed in he excess o wa e exhibi s c ys als which ha e clea ly isible edges. Calcium hyd oxide hyd a ed in a
smalle amoun o wa e is wi hou he sha p edges o c ys al and ends o o m agglome a es10.
The long- e m ma u ing o lime pu y in an excess o wa e has a bene icial e ec on i s quali y. Such s o ed
lime pu y has be e plas ici y, wo kabili y, and i e ains su icien wa e o p epa e plas e o a high du abil-
i y11–13. The mic os uc u e o calcium hyd oxide is changed du ing he ma u ing o lime pu y14,15 and he
Ca(OH)2 c ys als diminish. The Ca(OH)2 c ys als wi h a size o be ween 37–50 nm occu in eshly hyd a ed lime
- he c ys als ha e a size o 34 nm a he age o wo mon hs and 28 nm a he age o 14 mon hs. The speci ic su ace
a ea o he calcium hyd oxide inc eases wi h his educ ion in he size o he calcium hyd oxide c ys als11,14–16.
Fu he mo e, he calcium hyd oxide c ys als change hei o m om la ge p isma ic c ys als o submic ome e
pla e c ys als and seconda y nuclea ion o nanome e pla e c ys als11,15,17. The change in he o iginal p isma ic
c ys als in o smalle submic ome e pla e c ys als wi h a highe speci ic su ace a ea leads o an inc eased adso p-
ion o wa e and he eby inc eases plas ici y and wo kabili y10,11,15,17. A zeni e al.16 examined he e ec o he
ma u a ion o lime pu y on i s iscosi y. They p epa ed h ee lime pu ies wi h di e en imes o ma u a ion.
Obse a ion o he lime pu ies by TEM e ealed ha he calcium hyd oxide c ys als educe in size o e ime. The
oldes lime pu y showed he g ea es shea esis ance and i was e en mo e iscous han he h ee-mon h-old
lime pu y as well as he non-ma u ed lime pu y. The non-ma u ed lime pu y con ains he agglome a es o
calcium hyd oxide and hese agglome a es a e co e ed by a hin ilm o wa e , which ac s as a lub ican , and so
his lime pu y is ex emely luid. The p olonged ageing o lime pu y leads o a highe iscosi y, which is caused
by he change in i s mic os uc u e and he speci ic su ace a ea o calcium hyd oxide du ing he ageing p ocess.
Analogous o he in es iga ion o lime, Pai a e al.18 p epa ed lime mo a s wi h a di e en ma u a ion pe iod. The
mo a s ma u ed o se en days we e mo e iscous in hei esh s a e, showed highe s eng hs a he age o 90
days, and exhibi ed a lowe capilla y abso p ion coe icien han he mo a s wi hou ma u a ion. Ma galha e al.19
ound ha slaked lump lime p o ides a binde wi h a highe p opo ion o ac i e lime han powde ed lime. The
mo a s p epa ed om he mic onized lime show a highe po osi y wi h la ge po es, leading o a educ ion in
hei mechanical s eng hs. The mo a s p epa ed om lump lime exhibi highe s eng hs, bu hey equi e
o e -ageing ea men because o hei sh inking.
Resul s
Rheology o he lime pu ies. The esul s o he measu emen o he plas ic iscosi y and he yield s ess
o lime pu ies SL-A, SL-B, SL-C, and SL-B1 du ing hei ma u a ion a he age o 3, 30, 60, and 90 days a e shown
in Figs1 and 2. The g aphs show an inc ease in he plas ic iscosi y and he yield s ess o he lime pu ies wi h
Figu e 1. A e age alues o plas ic iscosi y o lime pu ies a di e en ages.
Figu e 2. A e age alues o yield s ess o lime pu ies a di e en ages.
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a p olonged pe iod o ma u a ion. The inc ease in he alues o he plas ic iscosi y and he yield s ess in lime
pu ies SL-A, SL-B, and SL-B1 is no so appa en a he ages o 3, 30, and 60 days compa ed o lime pu y SL-C.
The alues o he plas ic iscosi y and he yield s ess o lime pu y SL-B inc ease signi ican ly a he age o 90 days.
The inc ease in he alues o he plas ic iscosi y and he yield s ess is slow a he age o 90 days o lime pu ies
SL-A and SL-B1. The highes plas ic iscosi y and yield s ess we e ound in he sample om lump lime C. Lime
pu y SL-A, p epa ed om lime con aining g ains unde 90 µm, showed he lowes plas ic iscosi y and yield
s ess. Lime pu y SL-B, p epa ed om lime con aining g ains unde 200 µm, eached only sligh ly highe alues
o plas ic iscosi y and yield s ess han lime pu y SL-A. Howe e , he di e ences in he alues o yield s ess and
plas ic iscosi y we e g ea e a he age o 90 days o lime pu ies SL-A and SL-B. The dis up ion o he pa icles
by mixing a ec ed he plas ic iscosi y and yield s ess o lime pu y SL-B1, which eached highe alues o plas ic
iscosi y and yield s ess han lime pu y SL-B, which was no exposed o mixing a e hyd a ion, and he g ains o
he lime a e no in any way dis up ed. The esul s o he heological measu emen s a e consis en wi h p e iously
published esul s16,18,19.
Image o he mic os uc u e o he lime pu ies. Figu es3–6 illus a e he mic os uc u e o lime
pu ies SL-A, SL-B, SL-C, and SL-B1 du ing hei ma u a ion a he age o 3, 30, 60, and 90 days. Figu es3I and 4I
show he p isma ic hexagonal c ys als o calcium hyd oxide c ea ed in samples SL-A and SL-B. Lime pu ies SL-C
and SL-B1 do no con ain he signi ican c ys als o calcium hyd oxide which a e p esen in samples SL-A and
SL-B. The c ys als in hese cases a e coa ed wi h a laye o hyd ogel (Ca(OH)2.aq), which is al eady disce nible
a e h ee days o hyd a ion (ma u a ion) Figs5I and 6I. Du ing he ma u a ion o all he lime pu y samples, he
egula hexagonal c ys als o calcium hyd oxide a e ans o med in o smalle i egula c ys als which a e coa ed
wi h a laye o hyd ogel. The g adual ans o ma ion o he calcium hyd oxide c ys als is well e iden in Figs3II–
IV, 4II–IV, 5II–IV, and 6II–IV. The ans o ma ion o he calcium hyd oxide c ys als and hyd ogel o ma ion o
lime pu ies SL-A and SL-B is slowe han in he samples SL-C and SL-B1. The mic og aphs in Figs5III and 6III
show he calcium hyd oxide c ys als coa ed wi h a laye o hyd ogel which o igina es as e and mo e in ensi ely
in samples SL-C and SL-B1. Con e sely, he mic og aphs in Figs3III and 4III p esen he mic os uc u e o lime
pu ies SL-A and SL-B wi h clea ly isible c ys als o calcium hyd oxide. The laye o hyd ogel inc eases du ing
he ma u a ion o lime pu ies. The amoun o hyd ogel is g ea es a he age o 90 days in sample SL-C and in
sample SL-B1 Figs5IV and 6IV. The o ma ion o hyd ogel on he su ace o he c ys als o calcium hyd oxide
p oceeds bes in sample SL-C, which was p epa ed om lump lime whe e he egula hexagonal c ys als o cal-
cium hyd oxide we e no ully de eloped. The p ocess o pa icle dis up ion immedia ely a e hyd a ion enables
he accele a ion o he p ocess o hyd ogel o ma ion on he su ace o he c ys als o calcium hyd oxide, and,
mo eo e , he p ocess o ans o ma ion o he egula c ys als o calcium hyd oxide o he smalle i egula ones
is as e . The mic os uc u e images o lime pu ies con i m he esul s p o ided by he pe o med heological
measu emen s.
The HR-ESEM images o lime pu y SL-A wi hou p epa a ion o he sample and spu e ing a he age o 3 and
30 days a e shown in Fig.7. Owing o he sophis ica ed and, in his wo k, expe imen ally p o en me hod o he
Figu e 3. Lime pu y SL-A a he age o 3 days (I), 30 days (II), 60 days (III) and 90 days (IV).
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p epa a ion o samples o HR-SEM, he images om he HR ESEM p o ide e y simila in o ma ion: signi ican
hexagonal c ys als o calcium hyd oxide see Fig.7I. The egula hexagonal c ys als o calcium hyd oxide a e
g adually ans o med in o smalle i egula c ys als coa ed wi h a laye o hyd ogel du ing he ma u a ion o
lime pu y Fig.7II. The HR-ESEM is a p e e able me hod o obse ing mic o-mo phological changes du ing he
ma u a ion o lime pu ies because i is no necessa y o use complica ed sample p epa a ion me hods. Inco ec ly
spu e coa ed samples can lead o he o ma ion o a e ac s which can dis o he mic o-mo phological
Figu e 4. Lime pu y SL-B a he age o 3 days (I), 30 days (II), 60 days (III) and 90 days (IV).
Figu e 5. Lime pu y SL-C a he age o 3 days (I), 30 days (II), 60 days (III) and 90 days (IV).
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in e p e a ion. The HR-SEM is a sui able me hod o he e alua ion o mo phological changes du ing he ma u a-
ion o lime pu ies; howe e , his me hod places heigh ened demands on he sample p epa a ion, and, he e o e,
i can in oduce inaccu acies in o he cha ac e iza ion o he mic os uc u e. The HR-ESEM is a mo e accu a e,
as e , and easie me hod o he e alua ion o he mo phology lime pu ies, as he samples a e no ea ed a all
be o e hei obse a ion20,21. Thus, he e a e no a e ac s dis o ing he mic os uc u al in e p e a ion.
The same speci ic di e ences in he sample mo phology may also be caused due o he samples d ying and
coa ing o a me al laye o SEM obse a ion. Con e sely, obse a ion in ESEM does no equi e he abo e p o-
cesses and he samples a e obse ed na u ally we and wi hou any modi ica ions. The su ace mo phology o he
c ys als obse ed using he ESEM a e somewha smoo h and ee o sha p edges and mic o-c acks see Fig.7I and II
s. Fig.3I and II.
Mic os uc u e o ca bona ed lime pu ies. Figu e8 shows he de elopmen o calci e c ys als in ca -
bona ed lime pu ies C-SL-A, C-SL-B, C-SL-C, and C-CL-B1 a e 14 days o s o age in a box wi h a high con-
cen a ion (20%) o CO2 and humidi y (70%). The leng h o he side o he calci e c ys als was measu ed. The
egula c ys als which g ew sepa a ely we e selec ed o measu emen . The images in Fig.8 and Table1 show he
Figu e 6. Lime pu y SL-B1 a he age o 3 days (I), 30 days (II), 60 days (III) and 90 days (IV).
Figu e 7. The lime pu y SL-A a he age o 3 days (I) and 30 days (II).

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di e en de elopmen o calci e c ys als in he ca bona ed lime pu ies. The size o calci e c ys als is a ec ed by he
p epa a ion me hod o he lime pu ies and he g anulome y o lime. The smalles calci e c ys als we e de eloped
in lime pu y C-SL-A, which was p epa ed om lime wi h a g ain size o unde 90 μm Fig.8I; whe eas he la ge
c ys als o igina ed in lime pu y C-SL-B Fig.8II. The la ges calci e c ys als we e ound in lime pu y C-SL-C
Fig.8III. The me hod o p epa a ion, i. e. he mixing o lime pu y SL-B1, a ec ed he size o he calci e c ys als
C-SL-B1 Fig.8IV. The mixing p ocess leads on o he easie dissolu ion o he g ains o quicklime, subsequen ly
o he o ma ion o la ge c ys als o calcium hyd oxide.
Di e en ial he mal analysis o he ca bona ed lime pu ies. The esul s o di e en ial he mal anal-
ysis o ca bona ed lime pu ies C-SL-A, C-SL-B, C-SL-C, and C-CL-B1 a e 14 days o s o age in a CO2 en i on-
men a e demons a ed in Fig.9. The cu es TG and DTG show ha he ca bona ion p ocess o he indi idual
lime pu ies is di e en . The ca bona ion o lime pu y samples C-SL-A and C-SL-B p oceeded simila ly. The
smalle g ains in lime A lead o a lowe con en o calcium hyd oxide and a highe con en o calcium ca bona e
(25.2% Ca(OH)2 and 65.7% CaCO3) compa ed o lime B (20.0% Ca(OH)2 and 68.7% CaCO3). Sample C-SL-C,
p epa ed om lump lime, ca bona es e y quickly (2.8% Ca(OH)2 and 85.8% CaCO3). Sample C-SL-B1 con ained
less calcium hyd oxide and, ac ually, mo e calcium ca bona e (8.9% Ca(OH)2 and 80.0% CaCO3) han lime pu y
C-SL-B due o he p ocess o ac i a ion.
S eng hs o lime mo a s. The e ec o lime pu y p epa a ion on he ca bona ion p ocess was also
assessed by de e mining he s eng hs o lime mo a s. The esul s o he ensile and comp essi e s eng hs meas-
u emen s o lime mo a s M-A, M-B, M-C, and M-B1 a he age o 28 days a e illus a ed in Table2. The s eng hs
Figu e 8. Mic os uc u e o ca bona ed lime pu ies C-SL-A (I), C-SL-B (II), C-SL-C (III) and C-SL-B1 (IV).
C-SL-A C-SL-B C-SL-C C-SL-B1
A e age side leng h o calci e
c ys als side [nm] 128.84 ± 10.77 236.00 ± 13.18 309.67 ± 14.96 244.06 ± 14.18
Table 1. A e age side leng h o he calci e c ys als. The epea abili y limi was calcula ed o each alue.
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o he lime mo a s a y depending on he g anulome y o he o iginal quicklime om which he lime pu ies
and he mo a s we e p epa ed. Mo a M-B, p epa ed om lime pu y SL-B, eached highe s eng hs han mo -
a M-A, which was p epa ed om lime pu y SL-A. Mo a M-C, which was p epa ed om he pu y made om
lump lime, eached he highes s eng hs.
The e ec o he me hod o p epa a ion o lime pu y is also no iceable because mo a M-B1 achie ed highe
s eng hs han mo a M-B. Bo h o hese lime mo a s we e p epa ed om lime wi h he same g anulome y, bu
lime pu y SL-B1 was mixed, unlike lime pu y SL-B.
Discussion
The aim o he a icle was o analyse he de elopmen o he lime pu ies in he dependence on ime by means o
selec ed me hods gi ing accu a e esul s. The ound esul s exac ly cha ac e ize he lime pu ies’ p ope ies and
co espond wi h he esul s published by o he au ho s. The au ho s o he a icle conside a high po en ial in
he mic o-mo phological cha ac e iza ion o he lime pu ies in hei na i e s a e, so wi hou any sample ea -
men wi h minimum occu ence o a e ac s, by means o ESEM. The a icle p esen s an e alua ion o he esul s
ob ained by means o classic SEM and ESEM o he objec i e a bi a ion.
Fou lime pu ies p epa ed in di e en ways om quicklimes wi h a ying g anulome y we e analysed in
he dependence on he ma u a ion ime. Du ing he ma u a ion o lime pu ies, he egula hexagonal c ys als
o calcium hyd oxide a e ans o med in o smalle i egula c ys als which a e coa ed wi h a laye o hyd ogel.
The heological p ope ies a e dependen on he amoun o hyd ogel p oduced du ing he ageing o lime pu ies.
• The use o lump lime o mixing a suspension o lime o he p epa a ion o lime pu y leads o he o ma ion
o incomple ely egula calcium hyd oxide c ys als and a high amoun o hyd ogel o ma ion. I esul s in
a as e o ma ion o calcium ca bona e, he g ow h o la ge calci e c ys als, and highe s eng hs o lime
mo a s.
• The alues o plas ic iscosi y and yield s ess inc ease wi h he inc easing pe iod o ma u a ion. The use o
aged limes leads o ob aining an in e media e p oduc o highe quali y o he p epa a ion o lime mo a s.
• The p ocess o pa icle dis up ion du ing he mixing o lime pu y helps accele a e he hyd ogel o ma ion as
well as inc easing plas ic iscosi y and yield s ess.
• The use o lump lime o he mechanical dis up ion o lime pa icles is he mos sui able o he p ope ies o
lime pu y and, consequen ly, o he p epa a ion o lime mo a s.
• Ma u ed lime pu ies p epa ed om lump lime and by mixing lime pu y a e he mos sui able o he p epa-
a ion o mo a .
The mos impo an con ibu ion o he a icle in he ield o conse a ion and es o a ion o his o ical mo -
a s consis s in he new way o lime pu ies p epa a ion by means o mechanical c ush o he lime pa icles.
Mo a s p oduced om such p epa ed lime pu y achie ed simila p ope ies as mo a s made om he ma u ed
Figu e 9. Di e en ial he mal analysis o he ca bona ed lime pu ies C-SL-A, C-SL-B, C-SL-C and C-SL-B1,
ed cu e – C-SL-A, g een cu e – C-SL-B, blue cu e – C-SL-C, black cu e – C-SL-B1.
MA MB MC MB1
Flexu al s eng h [MPa] 0.5 ± 0.01 0.6 ± 0.02 0.8 ± 0.02 0.7 ± 0.03
Comp essi e s eng h [MPa] 1.3 ± 0.06 1.5 ± 0.05 2.5 ± 0.08 1.8 ± 0.05
Table 2. A e age s eng hs o lime mo a s M-A, M-B, M-C and M-B1 a 28 days. The epea abili y limi was
calcula ed o each alue.
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lime pu y p epa ed om lump lime. An ad an age o he new way o lime pu y p epa a ion is he use o com-
monly a ailable powde lime wi hou he necessi y o using mo e di icul o ob ain lump lime. The p esen ed
esul s exhibi ed ha mo a s wi h highe s eng hs can be p epa ed om common powde lime. These mo a s
will be mo e du able wi h a highe esis ance o en i onmen al in luences and con amina ed a mosphe e.
Me hods
Limes. Lime A wi h a g ain size o unde 90 µm, lime B wi h a g ain size o unde 200 µm, and lump lime wi h
a g ain size om 10 mm o 63 mm (Lime kiln, Če o y schody a.s., Tmaň) we e used o p epa e he lime pu ies.
Lime A and lime B a e mix u es o lime bu ned pa ially (70%) in he co-cu en egene a i e u nace a 1000 °C
and in he coun e cu en sha u nace (30%) a 1300 °C. Lime C is a mix u e o lime bu ned in he co-cu en
egene a i e u nace a 1100 °C (50%) and in he coun e cu en sha u nace a 1300 °C (50%). The con en o
o al CaO/ac i e CaO in lime A was 96.05/93.74, in lime B 94.08/88.34, and in lime C 95.87/92.33. The eac i i y
o lime exp essed as he ime aken o each a empe a u e o 60 °C, acco ding o EN 459-2, was 2.3 min o lime
A, 2.6 min o lime B, and 3.5 min o lime C.
The g anulome y o lime A and lime B is shown in Table3. Lime A con ains mo e ine pa icles unde
0.063 µm and no pa icles abo e 200 µm. Lime B con ains less ine pa icles unde 0.063 µm and exhibi s a highe
con en o pa icles below 200 µm and abo e 200 µm.
P epa a ion o he lime pu ies and he lime mo a s. Lime pu ies SL-A, SL-B, and SL-C we e p e-
pa ed by mixing 200 g o lime and 640 ml o deionized wa e . Lime pu y SL-B1 was p epa ed by mixing 200 g
o lime and 640 ml o deionized wa e and his lime pu y was mixed (25,000 e /min) o 5 minu es a e i s
hyd a ion. The esh lime pu ies we e immedia ely s o ed in plas ic bo les and hey we e supplemen ed wi h
wa e o a oid eac ion wi h CO2 and ai d ying. The samples we e hen kep in closed bo les a a empe a u e
o 20 ± 1 °C. Samples SL-A, SL-B, SL-C, and SL-B1 we e s o ed in a box wi h 70% humidi y and a 20% concen-
a ion o CO2 o 14 days o accele a ed ca bona ion. Lime mo a s M-A, M-B, M-C, and M-B1 we e p epa ed
om he lime pu ies and sand wi h a a io o 1:3. The lime mo a s we e placed in moulds wi h dimensions o
40 × 40 × 160 mm. Specimens we e s o ed unde labo a o y condi ions a a empe a u e o 20 ± 1 °C and a ela i e
humidi y o 50 ± 5% a e hei emo al om he moulds.
Rheology. The heological p ope ies o lime pu ies SL-A, SL-B, SL-C, and SL-B1a e 3, 30, 60, and 90 days’
ma u a ion we e moni o ed by a Disco e y Hyb id Rheome e HR-1 (pa allel pla e diame e o 25 mm wi h
oughened su ace). The heological p ope ies o he lime pu ies we e de e mined om he cu es o low wi h
he inc easing and dec easing shea a e in he ange om 0 sec−1 o 200 sec−1 o e 2 minu es. The alues o yield
s ess and plas ic iscosi y we e de e mined acco ding o he Bingham model,
ττμγ=+(2)
0
whe e τ [Pa] is he shea s ess,τ0 is he yield s ess, μ [Pa·s] is he plas ic iscosi y, and
γ

[s−1] is he shea s ain
a e22. Tempe a u e o he measu emen appa a us and he labo a o y we e kep cons an a 20 (±0.5) °C.
Obse a ion in SEM and ESEM. Lime pu y samples SL-A, SL-B, SL-C, and SL-B1 we e obse ed in he
high esolu ion scanning elec on mic oscope (HR-SEM) JSM6700F JEOL (wi h a beam ene gy o 5 keV, a wo k-
ing dis ance o 8 mm, and an E e ha -Tho nley de ec o ) a e 3, 30, 60, and 90 days. The samples o he lime
pu ies we e p epa ed o obse a ion in he SEM in he ollowing manne : he samples we e insed wi h 10 ml o
ace one o emo e wa e and 10 ml o die hyl e he o d ying. Nex , he samples we e d ied in a ni ogen a mos-
phe e in o de o elimina e he in luence o CO2, and he samples we e spu e ed.
The sample o lime pu y SL-A was obse ed in he en i onmen al scanning elec on mic oscope (ESEM)
AQUASEM II (wi h a beam ene gy o 20 keV, a wa e apou p essu e o 800 Pa, and an ioniza ion de ec o ) a e
3 and 30 days. The sample was s udied di ec ly wi hou spu e ing.
The di e en de elopmen o he calci e c ys als in ca bona ed lime pu ies C-SL-A, C-SL-B, C-SL-C a C-SL-
B1 was moni o ed wi h he high esolu ion en i onmen al scanning elec on mic oscope (HR-ESEM) QUANTA
650 FEG (wi h a beam ene gy o 10 keV, wa e apou p essu e o 200 Pa, and a GSED de ec o ). The samples we e
s udied di ec ly wi hou spu e ing. The leng h o he side o he calci e c ys als was measu ed using he Scandium
so wa e.
Di e en ial he mal analysis. The di e en ial he mal analysis o ca bona ed lime pu ies C-SL-A,
C-SL-B, C-SL-C, and C-SL-B1 was pe o med using he he mal analyse NETSCH STA 2500 a e 14 days o
being s o ed in a box wi h 70% humidi y and a 20% concen a ion o CO2. The used ins umen exhibi s accu acy
wi h an e o ±10%. The measu emen was ca ied ou unde a ni ogen a mosphe e.
Lime <0.063 [µm] 0.063–0.090 [µm] 0.090–0.200 [µm] >200 [µm]
A 15.18 14.04 3.41 2.77
B 14.14 9.85 4.62 2.86
Table 3. G ain con en o lime A and B.
www.na u e.com/scien i ic epo s/
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ScIen I Ic RepoR s | 7: 17260 | DOI:10.1038/s41598-017-17527-3
S eng hs. The lexu al s eng h and comp essi e s eng h o lime mo a s M-A, M-B, M-C, and M-B1 we e
de e mined a 28 days acco ding o EN 1015-11.
All p esen ed da a was calcula ed as a e age alue om he epea ed i e measu emen s and s anda d de ia-
ion and epea abili y limi (p obabili y le el 95%) we e calcula ed.
Re e ences
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Acknowledgemen s
This pape has been wo ked ou unde he p ojec No. L100651601, he Minis y o Educa ion, You h and Spo s
o he Czech Republic (p ojec LO1212), he esea ch in as uc u e was unded by he Minis y o Educa ion,
You h and Spo s o he Czech Republic and he Eu opean Commission (p ojec CZ.1.05/2.1.00/01.0017). This
pape also suppo ed by he p ojec No. LO1408 “AdMaS UP - Ad anced Ma e ials, S uc u es and Technologies”,
suppo ed by Minis y o Educa ion, You h and Spo s unde he “Na ional Sus ainabili y P og amme I”.
Au ho Con ibu ions
E. Na á ilo á, P. Ro naníko á and V. Neděla w o e he main manusc ip , E. Na á ilo á p epa ed Figu es 1, 2,
8 and 9, E. Tihlaříko á p epa ed Figu es 3–7 and J. Pa lík analyzed p ope ies o limes. All au ho s e iewed he
manus c ip .
Addi ional In o ma ion
Compe ing In e es s: The au ho s decla e ha hey ha e no compe ing in e es s.
Publishe 's no e: Sp inge Na u e emains neu al wi h ega d o ju isdic ional claims in published maps and
ins i u ional a ilia ions.
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