NZ515494A - Carbon loaded concrete products - Google Patents
Carbon loaded concrete productsInfo
- Publication number
- NZ515494A NZ515494A NZ515494A NZ51549400A NZ515494A NZ 515494 A NZ515494 A NZ 515494A NZ 515494 A NZ515494 A NZ 515494A NZ 51549400 A NZ51549400 A NZ 51549400A NZ 515494 A NZ515494 A NZ 515494A
- Authority
- NZ
- New Zealand
- Prior art keywords
- carbon
- product
- concrete
- cementitious
- carbon black
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/022—Carbon
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Carbon And Carbon Compounds (AREA)
- Pigments, Carbon Blacks, Or Wood Stains (AREA)
Abstract
A concrete or cementicious product having one or more forms of carbon dispersed therethrough so as to reduce thermal conductance across the product. The one or more forms of carbon are dispersed therethrough in small clusters and/or agglomerates that are wholly or substantially isolated from each other. The carbon(s) have a BET surface area of less than 550 m2/g and include(s) carbon black. Also provided is a method of forming such a concrete or cementicious product.
Description
515494
1 CARBON LOADED CONCRETE PRODUCTS
2
3 This invention relates to carbon loaded concrete and
4 cementicious products having reduced thermal
conductance.
6
7 Heat transfer through a composite material occurs via a
8 combination of convection, conduction and radiation.
9 in practice, composite thermal conductivity depends, in
part, on the volume of the solid(s) versus pore volume,
11 and the conductivity of the bulk solid.
12
13 In general terms, for a porous material, the greater
14 the porosity (lower density) , the more significant is
convection through pores and radiation from cell walls.
16 The relative importance of convection depends on the
17 degree and type of porosity, for example, the pro-
18 portion of open to closed porosity, pore diameter and
19 shape. Below a certain pore size, in-pore gases are
effectively static and convection is drastically
21 reduced.
22
2
1 Conversely, heat transfer by convection increases with
2 moisture content of the concrete.
3
4 An additional effect of pore size is that when there
are many very small pores, as against a few larger
6 ones, there are a greater number of narrow, solid,
7 heat-bridges, thus constricting thermal conduction
8 through the solid.
9
Further, the greater number of solid barriers through a
11 given volume in a system of small pores, results in a
12 higher impedance to thermal transfer by radiation.
13 This is due to the fact that heat energy must be
14 absorbed and re-radiated many times for heat transfer
to occur.
16
17 According to one aspect, of the present invention, there
18 is provided a concrete or cementicious product having
19 one or more forms of carbon dispersed therethrough so
as to reduce thermal conductance across the product.
21
22 In another view of the present invention, there is
23 provided a concrete or cementicious product having one
24 or more forms of carbon dispersed therethrough in small
clusters and/or agglomerates that are wholly or
26 substantially isolated from each other.
27
28 Particulate loadings, especially carbons, may be used
29 to reduce heat transfer by any or a combination of the
following, depending on the other components in the
31 matrix and the processing methods:
32
3
PCT/GBOO/01845
1 Increase irtpedance to heat transfer by radiation
2 because certain carbons are good infra-red
3 absorbers. .
4
Provide particles with a chosen porosity to
6 influence convection.
7
8 Depending on other components and processing
9 methods,they may influence the size and form of a
proportion of the porosity, other than their own
11 porosity, as has been observed for carbon and/or
12 silica composite systems other than concrete.
13
14 Carbons suitable for use in the present invention will
typically have a BET surface area of < 550 m2/g.
16
17 One typical form of carbon for use with the present
18 invention is carbon black.
19
Carbon blacks are composed of spheroidal primary
21 particles which partially coalesce during manufacture
22 to form interlinked clusters and chains of carbon
23 spheres. The structure of a carbon black is defined in
24 terms of the growth of the clusters and chains. The
carbon black industry defines a "low structure" black
26 as consisting of small clusters of spheroids, whereas a
27 "high structure" black contains extensive chains and
28 clusters, which tend to interlock further to form large
29 agglomerates.
31 The form(s) of carbon black suitable for use with the
32 present invention preferably have a medium to low
4
PCT/GB00/Q1845
1 "structure" and a high intrinsic electrical
2 resistivity.
3
4 Also preferred in some cases are forms of carbon with a
low pH in dry dispersion in cement, and/or a small
6 particle size.
7 .
8 The "structure" of the carbon black can be defined by
9 its DBP Index. This is the amount of di-butyl
phthalate which a carbon can take up to form a paste of
11 a prescribed consistency. A low DBP index indicates a
12 "low structure". DBP Index values for carbons for use
13 with the present invention range typically from 35 to
14 170 ml/lOOg and more preferably have a DBP index in the
range of 40 - 105 mls/lOOg.
16
17 An aim of the present invention is to disperse a carbon
18 through the concrete or a cementicious material so that
19 clusters, chains and small agglomerates are largely
isolated and do not form linked pathways through the
21 block. In this way, use is made of the carbon's
22 ability to absorb radiant heat, without creating
23 additional routes for convection and/or conduction.
24
The concrete or cementicious products of the present
26 invention can be of any form, size, shape and design.
27 One typical example is concrete blocks, from which
28 structures can be formed and/or built. Furthermore
29 blocks of the Autoclaved Aerated Concrete (AAC) type
are suitable for the application of this invention.
31
PCT/G B00/01845
1 According to another aspect of the present invention,
2 there is provided a method of forming a concrete or
3 cementicious product having one or more forms of carbon
4 dispersed therethrough so as to reduce thermal
conductance across the product, wherein cement or other
6 cementicious material, water and the or each form of
7 carbon are admixed, cast and cured.
8
9 The carbon is preferably added as a percentage of the
cementicious material in the range 0.2 to 3.0 wt%,
11 preferably 0.5 to 2.0 wt%.
12
13 Cementicious material can be: Portland Cement; Calcium
14 Aluminate Cement; Pozzolanic materials such as
Pulverised Fuel Ash (PFA), volcanic ash etc; finely
16 ground silica; Latent Hydraulic materials such as
17 Ground Granulated Blastfurnace (GGBS) and other slags
18 etc,- Microsilica; Metakaolin; or mixtures thereof.
19 This list is not-exhaustive.
21 An embodiment of the present invention will now be
22 described by way of example only and with reference to
23 the accompanying Figures as referred to in the text:
24
Suitable forms of PFA comply with BS3892: Part 1: 1993
26 or BS EN 450 : 1995. A suitable source of PFA is from
27 Drax power station (UK). Other forms and sources of
28 PFA may also be used.
29
A suitable Plasticiser for use in this invention is
31 Sikament 10. Other types of plasticiser may also be
32 used.
6
1
2 Suitable types of Coated Aluminium Powder are Higas 100
3 and Higas 220. .Other types of aluminium powder may
4 also be used.
6 (I) Formation of Blocks
7
8 The trials were based on the following dry weight
9 standard formulation:
11 PFA 71.82%
12 Plasticiser 0.54%
13 Ordinary Portland Cement 17.44%
14 Calcium Sulfate Anhydrite 1.54%
Hydrated Lime 8.21%
16 Coated Aluminium Powder 0^45%
17
18 Water at ambient temperature was used to make the
19 wet mix at between 40-50% of the dry weight of the
ingredients.
21 The following carbon blacks were used:
22
23 BET Surface Area DBP Index
24 (m2/g) (g/lOOml)
26 Carbon 1 40 48
27 Carbon 2 60 64
28 Carbon 3 82 102
29 Carbon 4 525 98
7
PCT/GBOO/O1845
1 Carbon was added as a percentage of cementicious
2 material (PFA + Ordinary Portland Cement) in the
3 range 0.5 to 2.0 wt.%.
4
Components were mixed as follows:
6
7 a. Carbon and approximately 10% of the PFA were
8 dispersed in approximately 15% of the mixing
9 water containing approximately half the
plasticiser in a high shear mixer.
11
12 b. Cement, Calcium Sulfate Anhydrite, the rest
13 of the PFA, Plasticiser and mixing water were
14 vigorously agitated to form a slurry with a).
16 (For mixes without carbon addition step a)
17 was omitted)
18
19 c. Lime and the Aluminium Powder were combined
and were then added to the slurry with
21 further vigorous agitation to obtain an
22 homogenous mixture.
23
24 The mixing regime should be chosen such that
substantially discrete particles of carbon are
26 evenly dispersed throughout the mix. Overmixing
27 of some forms of carbon may lead to agglomeration
28 of the carbon particles and result in poor
29 performace of the blocks.
8
PCT/GBOO/Ol 845
1 Moulds were coated with release agent. The slurry
2 was immediately poured into the mould. The mix
3 rises typically between 80 to 100%.
4
(II) Autoclaving
6
7 Blocks were put in the autoclave up to 12 hours
8 after casting.
9
System was ramped to temperature over 4 hours
11 maintained at 180°C for 8 hours, and cooled down
12 over a period of 4-8 hours.
13
14 The following are examples of autoclaved blocks:
16 Carbon Type Addition
17
18 1
19 2
3
21 Standard Block
22
23 (III)Non-autoclaved blocks
24
In addition the following block was also produced
26 for comparative purposes without autoclaving:
27
28 Carbon Type Addition
29
4 0.5%
31
1.0% 0.5% 1.0% 0%
9
PCT/GB0O/O1845
1 (IV) Drying of Samples
2
3 According to BS 874 Part 2 : Section 2.2 1988,
4 samples must not lose more that 4% weight during
thermal measurements for the k-valve to be valid.
6 All blocks were oven dried at 100 to 150°C and
7 weighed before and after measurement.
8
9 (V) Thermal Measurement
11 A "plain unguarded hot plate" apparatus was set up
12 according to BS 874 Part 2 : Section 2.2 1988.
13
14 (VI)Results
k-Values
Density/kgm"3
k/Wm^K"1
Standard - no carbon
505
0.150
Carbon No4, 0.5%
579
0.115.
Carbon Nol, 1.0%
580
0.136
Carbon No3, 1.0%
483
0.120
Carbon No2, 0.5%
698
0.142
Commercially available aerated block
490
0.140 ■
16
17
18 As the density of most materials, including
19 aerated concrete, increases so does the k-value.
It can be seen from the above results that where
21 the density has increased compared to the standard
22 block there has been a reduction in the k-value
23 and where the density has reduced the decrease in
1 k-value is greater than that expected from the
2 density reduction alone.
3
4 (VII)Pore Structure
6 Fracture surfaces of autoclaved samples were gold
7 coated and examined in a scanning electron
8 microscope.
9
11
12
13
14
16
17
18
19
21 At low magnification (Figure 4), the standard
22 " formulation appears slightly irregular compared
23 with aerated commercial sample. The size range of
24 blown pores is again 0.1 to 1mm dia., and pore
wall thickness is similar. The pore wall
26 structure (Figure 5) is loosely bonded PFA, with a
27 size range similar to the aerated commercial
28 sample. There is considerable "debris" around the
29 PFA particles. Very few acicular crystals were
seen.
31
The aerated commercial sample consisted of roughly spherical, blow pores of 0.1 to 1mm diameter (Figure 1). Pores are not completely closed.
Pore walls are relatively smooth (Figure 2) with further irregular, open porosity (up to 0.05^im) between acicular crystals. The matrix between the blown pores consists predominantly of loosely bonded PFA spheres, in the size range 1 to 10 m (Figure 3). with considerable open porosity between.
PCT/GB00/Q1845
11
1 In a carbon black (Nol) loaded sample at 0.5%
2 carbon addition, blown pores were less regular in
3 shape (Figure 6) (size range 0.1 to 2mm dia.).
4 Again, pores were not completely closed. The
internal pore surface was much rougher (Figure 7).
6 The matrix was less regular and composed of
7 particles in the range 0.5 to 10/xm. The majority
8 of particles were 0.5 to 1.0/xm, hence the porosity
9 . in the matrix of the carbon black loaded sample
contains relatively few larger pores.
11
12 Conclusions
13
14 1.
16
l"7
18
19 2.
21
22
23
24 3.
26
27
28 Brief Description of the Figures
29
Figure 1 shows the pore structure of commercial aerated
31 block magnified x 20.
32
Carbon loaded aerated concretes have been formed with k-values lower than the standard (no carbon) aerated concrete even where the carbon loaded concretes were of increased density.
Carbon influences pore structure as follows :
blown pores become less regular and pore surfaces appear rougher than either the standard formula or the aerated sample.
Carbons which give the best results are for example high resistivity carbon blacks, with medium to low structures,(DBP 40 to 105mls/100g).
12
1 Figure 2 shows the pore structure of commercial aerated
2 block magnified x 3000.
3
4 Figure 3 shows the pore structure of commercial aerated
block magnified x 3000.
6
7 Figure 4 shows the pore structure in standard
8 formulation x 20.
9
Figure 5 shows the pore structure in standard
11 formulation x 3000.
12
13 Figure 6 shows the pore structure in a carbon black
14 (Nol) loaded sample at 0.5% carbon addition x 20.
16 Figure 7 shows the pore structure in a carbon black
17 (Nol) loaded sample at 0.5% carbon addition x 1500.
■i
Claims (10)
1
2
3
4
5
6 7 8 9 10 11 12 13 14 15 16 14 51549 4
7. A method of forming a concrete or cementitious product as claimed in any of the preceding claims wherein cement or other cementitious material, water and the or each form of carbon are admixed, cast and cured.
8. A method as claimed in claim 7 where the carbon is added as a percentage of the cementitious material in the range 0.2 to 3.0 wt%.
9. Use of carbon black in the production of a product as claimed in any of claims 1 to 6.
10. Use of carbon black in a method as claimed in claim 7 or 8. INTELLECTUAL PROPERTY OFFICE OF N.Z. 2 o MAR 2003
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB9911165A GB9911165D0 (en) | 1999-05-14 | 1999-05-14 | Carbon loaded concrete products |
PCT/GB2000/001845 WO2000069789A1 (en) | 1999-05-14 | 2000-05-15 | Carbon loaded concrete products |
Publications (1)
Publication Number | Publication Date |
---|---|
NZ515494A true NZ515494A (en) | 2003-10-31 |
Family
ID=10853424
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NZ515494A NZ515494A (en) | 1999-05-14 | 2000-05-15 | Carbon loaded concrete products |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP1187795A1 (en) |
AU (1) | AU5082600A (en) |
CA (1) | CA2373436A1 (en) |
EE (1) | EE200100602A (en) |
GB (1) | GB9911165D0 (en) |
NO (1) | NO20015553L (en) |
NZ (1) | NZ515494A (en) |
WO (1) | WO2000069789A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9283732B2 (en) * | 2010-02-08 | 2016-03-15 | Knauf Gips Kg | Gypsum plaster board and a method for producing a gypsum plaster board |
TR201618373A2 (en) * | 2016-12-12 | 2018-06-21 | Akg Gazbeton Isletmeleri San Ve Tic A S | ELECTROMAGNETIC WAVE ABSORPING CALCIUM SILICATE BASED CONSTRUCTION MATERIAL |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3235708A1 (en) * | 1982-09-27 | 1984-03-29 | Brown, Boveri & Cie Ag, 6800 Mannheim | THERMAL INSULATION |
ES2145120T3 (en) * | 1992-12-15 | 2000-07-01 | Dow Chemical Co | PLASTIC STRUCTURES CONTAINING THERMAL QUALITY CARBON BLACK. |
AU6361394A (en) * | 1993-03-08 | 1994-09-26 | E. Khashoggi Industries, Llc | Insulation barriers having a hydraulically settable matrix |
-
1999
- 1999-05-14 GB GB9911165A patent/GB9911165D0/en not_active Ceased
-
2000
- 2000-05-15 NZ NZ515494A patent/NZ515494A/en unknown
- 2000-05-15 EE EEP200100602A patent/EE200100602A/en unknown
- 2000-05-15 EP EP20000935269 patent/EP1187795A1/en not_active Withdrawn
- 2000-05-15 WO PCT/GB2000/001845 patent/WO2000069789A1/en not_active Application Discontinuation
- 2000-05-15 CA CA 2373436 patent/CA2373436A1/en not_active Abandoned
- 2000-05-15 AU AU50826/00A patent/AU5082600A/en not_active Abandoned
-
2001
- 2001-11-13 NO NO20015553A patent/NO20015553L/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
EP1187795A1 (en) | 2002-03-20 |
CA2373436A1 (en) | 2000-11-23 |
NO20015553D0 (en) | 2001-11-13 |
AU5082600A (en) | 2000-12-05 |
NO20015553L (en) | 2001-11-13 |
WO2000069789A1 (en) | 2000-11-23 |
EE200100602A (en) | 2003-02-17 |
GB9911165D0 (en) | 1999-07-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Du et al. | Effect of nano-silica on the mechanical and transport properties of lightweight concrete | |
Xu et al. | Effect of rice husk ash fineness on porosity and hydration reaction of blended cement paste | |
Narayanan et al. | Structure and properties of aerated concrete: a review | |
Aly et al. | Effect of nano clay particles on mechanical, thermal and physical behaviours of waste-glass cement mortars | |
Bajja et al. | Influence of slurried silica fume on microstructure and tritiated water diffusivity of cement pastes | |
Khawaja et al. | Eco-friendly incorporation of sugarcane bagasse ash as partial replacement of sand in foam concrete | |
PL180782B1 (en) | Aerogel containing laminar material, method of obtaining same and application thereof | |
CN109721312A (en) | A kind of A grades of non-ignitable aeroge polyphenylene heat insulation slab and preparation method thereof | |
US4518431A (en) | Light weight insulating building blocks and method of making same | |
Guefrech et al. | Experimental study of the effect of addition of nano-silica on the behaviour of cement mortars Mounir | |
Lee et al. | Development of high strength & lightweight cementitious composites using hollow glass microsphere in a low water-to-cement matrix | |
Umponpanarat et al. | Thermal conductivity and strength of foamed gypsum formulated using aluminum sulfate and sodium bicarbonate as gas-producing additives | |
Font et al. | Salt slag recycled by-products in high insulation alternative environmentally friendly cellular concrete manufacturing | |
KR19990087722A (en) | Insulation building materials | |
Adhikary et al. | Characterization of aerogel and EGA-based lightweight cementitious composites incorporating different thickness of graphene platelets | |
Alla et al. | RETRACTED: Investigation on fluidity, microstructure, mechanical and durability properties of snail shell based graphene oxide cement composite material | |
Yang et al. | Effects of various sizes of cenospheres on microstructural, mechanical, and thermal properties of high-strength and lightweight cementitious composites | |
Cao et al. | Effect of polyvinyl alcohol on the performance of carbon fixation foam concrete | |
Shawnim et al. | Compressive strength of foamed concrete in relation to porosity using SEM images | |
Kearsley et al. | The use of foamed concrete in refractories | |
NZ515494A (en) | Carbon loaded concrete products | |
Li et al. | Combined effects of micro and nano Fe3O4 on workability, strength, packing, microstructure and EM wave absorbing properties of mortar | |
CN107266119A (en) | A kind of construction material of insulation and preparation method thereof | |
Ebrahimi Fard et al. | The effect of magnesium oxide nano particles on the mechanical and practical properties of self-compacting concrete | |
Ahmed et al. | The Effect of Incorporation of Ferrite Nano-particles on Compressive Strength and Re-sistivity of Self-Compacting Concrete |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PSEA | Patent sealed |