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Modified nanolime dispersions: Structure and colloidal stability

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jornadas

cidades e desenvolvimento | LNEC, Lisboa, 18 – 20 junho 2012

engenharia para a sociedade investigação e inovação

•  Consolidation of stone, plasters and renders: lack of efficient products for calcareous substrates (e.g. limestone and lime-based mortars, Fig.1).

•  Nanolimes (colloidal dispersions of calcium hydroxide) should overcome the limitations of traditional consolidants (e.g. limewater), but do not always guarantee a in depth consolidation.

•  Research aim: evaluate the effectiveness of new nanolimes (structure, drying rate and kinetical stability). INTRODUCTION

•  New nanolimes (conc. 25g/l) synthetized by solvothermal reaction; •  Solvent modified using pure ethanol, isopropanol, butanol, water;

•  New developed nanolimes applied by capillary absorption (Fig. 3b) on 4x4cm specimens of Maastricht limestone and of lime-based mortars (1:4 lime-aggregate ratio); pore size distribution presented in Fig. 2;

•  Nanosize and morphology characterized by Dynamic Light Scattering (DLS) and Scanning Electron Microscopy (SEM-EDS).

•  Kinetical stability studied by Uv-Vis spectroscopy (absorption at λ=600nm) and monitored over time (0 to 96h);

•  Absorption and drying kinetics (50% RH; T=20º) on Maastricht limestone and lime-based mortars.

MATERIALS & TEST CONDITIONS Identification Solvent

composition E25 100% Ethanol (EtOH) IP25 100% Isopropanol (IpOH) H25 100% Water (H20) B25 100% Butanol (BOH)

RESULTS

Fig. 5 - a) Nanosize distribution (DLS) after 1h and 96h of nanolime E25; b) Evolution of the nanosize over time of E25, IP25 and B25 nanolimes.

Ta b . 1 Mo d ifi ed nanolimes

•  E25, IP25 and B25: lack of deposition of lime nanoparticles in depth in the treated material, due to the high kinetical stability of these modified nanolimes. H25: highly instable, nanoparticles end up accumulated at the absorption surface.

•  Mixture of solvents appears as a promising strategy to enhance a homogeneous penetration of the nanoparticles, followed by a precipitation of the nanoparticle in the treated substrate.

•  Different pore size distributions (e.g. limestone vs lime-based mortar) influence the drying rate of the nanolimes, and therefore the transport of the nanoparticles: it is necessary to optimize the solvent based on the properties (e.g. pore size distribution) of the material to be treated.

CONCLUSIONS

Fig. 3 - Application by capillary absorption of new Nanolimes on Maastricht limestone core specimens.

Fig. 4 - SEM-EDS microphotographs of a,b) E25 and c,d) IP25.

Fig. 8 - Kinetical stability of nanolimes by Uv-Vis spectroscopy; the dotted (Maastricht limestone) and solid (lime-based mortars) rectangles approximately indicate the end of the step I drying of the relative nanolimes, which corresponds to the settling of the lime nanoparticles.

Fig. 6 - a) Absorption and b) drying kinetics of E25, IP25, B25 and H25 and their relative solvents applied on Maastricht limestone.

0   0,5   1   1,5   2   2,5   3   3,5   0   24   48   72   96   120   144   168   192   216   240   264   288   312   336   Ab so rb an ce  (a t  λ= 600nm )   t  (h)   H25   E25   IP25   B25  

G.  Borsoi

a

,  R.  van  Hees

b

,  B.  Lubelli

b

,  L.  Colla

c

,  L.  Fedele

c

,  P.  Tomasin

d

,  R.  Veiga

e

,  A.  Santos  Silva

f

 

   

       a  Heritage  &  Architecture  Sec/on,  Faculty  of  Architecture,  Del8  University  of  Technology,  Del8,  The  Netherlands,  G.Borsoi@tudel8.nl  

         b  Division  of  Structural  Reliability,  TNO,  Del8,  and  Heritage  &  Architecture  Sec/on,  Faculty  of  Architecture,  Del8  University  of  Technology,  Del8,  The  Netherlands  

c  Construc/on  Technologies  Ins/tute,  Na/onal  Research  Council  -­‐  CNR,  Padua,  Italy  

 d  Ins/tute  for  Energy  and  Interphases,  Na/onal  Research  Council  -­‐  CNR,  Padua,  Italy  

e  Building  Division,  Na/onal  Laboratory  for  Civil  Engineering  -­‐  LNEC,  Lisbon,  Portugal  

f  Materials  Division,  Na/onal  Laboratory  for  Civil  Engineering  -­‐  LNEC,  Lisbon,  Portugal  

a) b)

c) d)

Fig. 1 - a) Roman stone masonry with l i m e - b a s e d m o r t a r s ( P i s õ e s Archaeological site, PT); b) masonry of Maastricht limestone (Kessel Castle, NL).

•  Nanoparticles morphology: rounded to hexagonal shape (Fig. 4a), no significant differences when dispersed in different alcoholic solvents, but quick agglomeration in water;

•  Nanosize: nano to submicrometric size (70 to 500nm, Figs. b,c), some bigger clusters of nanoparticles or unreacted metallic calcium (3-5 µm) (Fig. 4d); Nanosize of E25, IP25 and B25 remains constant over time (>96h) (Fig. 5a); H25 instead highly instable and settles in few hours (Fig. 8);

•  Absorption kinetics: H25 faster compared to other nanolimes, due to higher surface tension of water (3 times higher then EtOH, IpOH or BOH) (Figs. 6a,b); Nanoparticles of B25 deposit and agglomerate at the absorption surface of Maastricht limestone; nanoparticles of H25 deposit at absorption surface of both Maastricht limestone and lime-based mortars;

•  E25 and IP25 penetrate homogenously, but nanoparticles migrate back to the drying surface: the high kinetical stability and volatility of the nanolimes inhibit the phase separation of the lime nanoparticles from the alcoholic solvent.

•  Drying kinetics: the solvent of the modified nanolime (E25, IP25, B25) evaporates faster compared to H25 (Figs. 7a,b). 0   0,5   1   1,5   2    -­‐          10,00      20,00      30,00      40,00      50,00     Ab so rb ed    l iq ui d   /   Ar ea  (c m 3/c m 2)   t  (sqrt  sec)   EtOH   IpOH   BOH   E25   IP25   B25   H20   H25  

1st  Interna/onal  Conference  on  Science  and  Engineering  in  Arts,  Heritage  and  Archaeology,  July  14-­‐15th,  2015,  University  College,  London  

a) 0   0,5   1   1,5   2   0   100   200   300   400   Ev ap or at ed  li qu id  /  Ar ea  (c m 3/c m 2)   t  (h)   E25   IP25   B25   EtOH   IPOH   BOH   H20   H25   0   0,4   0,8   1,2   1,6   0,00   10,00   18,97   25,69   30,98   37,95   64,81   As or ve d   liq ui d   /   Ar ea  (c m 3/c m 2)   t  (sqrt  sec)   EtOH   IpOH   BOH   E25   IP25   B25   H2O   H25  

Fig. 2 - Pore size distribution of lime-based mortars (red) and of Maastricht limestone (blue).

End of step I drying 0   0,4   0,8   1,2   1,6   0   50   100   150   200   Ev ap or ed  li qu id  /  Ar ea  (c m 3/c m 2)   t  (h)   E25   IP25   B25   EtOH   IpOH   BOH   H20   H25  

Fig. 7 - a) Absorption and b) drying kinetics of E25, IP25, B25 and H25 and their relative solvents applied on lime-based mortars.

End of step I drying a) b) b) a) b) 0,00   2,00   4,00   6,00   8,00   10,00   12,00   14,00   16,00   0,01   0,10   1,00   10,00   100,00   1000,00   inc re m ental   intr usion   vo lu m e   (%   vo l/ vo l)  

Pore  Size  Diameter  (µm)   Maastricht  Limestone   Lime  mortars   0 2 4 6 8 10 12 0,1 1 10 100 1000 10000 In te ns ity  (%)   Diameter  (nm)   E25_96h E25_1h 300   350   400   450   500   0   8   24   48   72   96   Nanosiz e  (nm )   t  (h)   B25   E25   IP25   a) b)

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