Cement Slurry with Low Water to Cement Ratio

Information

  • Patent Application
  • 20080000391
  • Publication Number
    20080000391
  • Date Filed
    June 20, 2007
    17 years ago
  • Date Published
    January 03, 2008
    17 years ago
Abstract
A cement slurry comprising a mixture of a cement blend and water, wherein the cement blend comprises at least about 70% by volume of blend of cementitious particulate material and water is present in the mixture in an amount of not more than 50% by volume of the slurry.
Description
EXAMPLE 1

The properties of two cement slurries prepared according to the invention are compared to a conventional cement system:


Slurry A (Invention)


A mixture of powders comprising: 55% by volume of Portland Class G, 20% by volume of a mixture of Portland micro-cement and slag having a mean size of about 1.5 μm, and 25% by volume of fume silica is prepared. Water and additives (anti-foaming agent at 0.03 gallons per sack of powder (0.0025 l/kg), and a super-plasticizer based on polynaphthalene sulfonate at 0.4 gallons per sack of powder (0.0334 l/kg)) are mixed with this powder so as to ensure that the volume percentage of liquid in the slurry is 40%. A sack of powder is defined by analogy with sacks of cement as being a sack containing 45.359 kg of mixture, in other words 1 gps=0.0834 litres of additive per kg of mixture.


Slurry B (Invention)

A mixture of powders comprising 55% by volume of Portland Class G, 20% by volume of glass microspheres having a density of 380 kg/m3, and 25% by volume of fume silica is prepared. Water and additives (anti-foaming agent at 0.03 gallons per sack of powder (0.0025 l/kg), and a super-plasticizer based on polynaphthalene sulfonate at 0.3 gallons per sack of powder (0.0250 l/kg) are mixed with this powder so as to ensure that the volume percentage of liquid in the slurry was 40%.


Slurry C (Prior Art)

Portland cement Class G cement is mixed with fresh water, 0.03 gps (0.0025 l/kg) of antifoam, and 0.04 gps (0.0033 l/kg) of dispersant so that the density of the slurry is 15.8 ppg (1900 kg/m3) (porosity 59%)











TABLE 1









Slurry











A
B
C














Density
2140 (17.8)
1830 (15.2)
1900 (15.8)


Slurry Porosity
40%
40%
59%


Water to Cement ratio
23%
29%
44%


CS
 138 (20000)
 114 (16500)
 34.5 (5000)









The densities are expressed in kg/m3 (and in pounds per gallon in parentheses). CS means compressive strength after 6 days for cement set at ambient pressure and 60 C, and it is expressed in MPa (and in pounds per square inches in parentheses).


It can be seen that for the slurries A and B, compressive strengths are much higher than for slurry C due lower water to cement ratios.


Example 2

The properties of foamed cement slurries prepared according to the invention are compared to conventional foamed cement systems:


Base Slurry A (Invention)


A mixture of powders comprising 55% by volume of Portland Class G, 20% by volume of glass microspheres having a density of 380 kg/m3, and 25% by volume of fume silica is prepared. Water and a super-plasticizer based on polynaphthalene sulfonate at 0.3 gallons per sack of powder (0.0250 l/kg)) are mixed with this powder so as to ensure that the volume percentage of liquid in the slurry was 40%.


The slurry is foamed with various quantities of foam to obtain slurries whose final densities are 1440 kg/m3, 1278 kg/m3 and 1150 kg/m3.


Slurry B (Prior Art)

Portland cement Class G cement is mixed with fresh water and 0.04 gps (0.0033 l/kg) of dispersant so that the density of the slurry is 15.8 ppg (1900 kg/m3)(porosity 59%).


The slurry is foamed with various quantities of foam to obtain slurries whose final densities are 1440 kg/m3, 1278 kg/m3 and 1150 kg/m3.











TABLE 2









Base Slurry










A
B













Slurry
40%
59%


Porosity













Foam
21%
30%
37%
24%
33%
39%


Quality


Density
1440 (12)
1278 (10.6)
1150 (9.6)
1440 (12)
1278 (10.6)
1150 (9.6)









Water/
29%
44%


Cement


ratio













CS
 38 (5500)
 24 (3500)
 19 (2700)
 14 (2000)
  9 (1300)
  7 (1000)









The densities are expressed in kg/m3 (and in pounds per gallon in parentheses). CS means compressive strength after 10 days for cement set at ambient pressure and temperature, and it is expressed in MPa (and in pounds per square inches in parentheses).


It can be seen that for the slurries prepared in accordance with the invention, compressive strengths are significantly higher than conventional foamed systems for the same slurry density due a lower water to cement ratio.


Example 3

The properties of three cement slurries prepared according to the invention are shown in Table 3 below. They show the wide range of slurry densities that can be covered by the concept and the remarkable mechanical properties of the set materials.


Slurry A (Invention)

A mixture of powders comprising 35% by volume of Portland Class G, 40% by volume of glass microspheres having a density of 380 kg/m3, 25% by volume of fume silica is prepared. Water and a super-plasticizer based on polynaphthalene sulfonate at 0.2 gallons per bag of powder (0.0167 l/kg)) are mixed with this powder so as to ensure that the volume percentage of liquid in the slurry is 40%.


Slurry B (Invention)

A slurry similar to slurry A is prepared but without antifoam agent. This base slurry is then foamed with a quantity of foam to obtain a slurry whose final density is 970 kg/m3.


Slurry C (Invention)

A mixture of powders comprising 50% by volume of Portland Class G, 25% by volume of glass microspheres having a density of 380 kg/m3, 25% by volume of fume silica is prepared. Water and an anti-foaming agent at 0.03 gallons per sack of powder (0.0025 l/kg) are mixed with this powder so as to ensure that the volume percentage of liquid in the slurry is 60%.












TABLE 3









Base Slurry












A
B
C
















Base Slurry
40%
40%
60%



Porosity



Foam Quality
 0%
35%
 0%



Slurry Density
1520 (12.7)
970 (8.1)
1500 (12.5)



Water/Cement
40%
40%
70%



ratio



CS
 69 (10000)
 11 (1600)
 17 (2500)










The densities are expressed in kg/m3 (and in pounds per gallon in parentheses). CS means compressive strength after 10 days for cement set at ambient pressure and temperature, and it is expressed in MPa (and in pounds per square inches in parentheses).


As can be seen from the preceding examples, considerable changes can be made to the slurries according to the invention while still remaining within the scope of the inventive concept. Other changes than those described can also be made.

Claims
  • 1. A cement slurry comprising a mixture of a cement blend and water, wherein the cement blend comprises at least 70% by volume of blend of cementitious particulate material and water is present in the mixture in an amount of not more than 50% by volume of the slurry.
  • 2. A cement slurry as claimed in claim 1, wherein the cementitious materials are selected from the group consisting of Portland cement, slags, fume silica, fly ash, colloidal silica and mixtures thereof.
  • 3. A cement slurry as claimed in claim 1, wherein the cement blend further comprises other particulate materials.
  • 4. A cement slurry as claimed in claim 3, wherein the other particulate materials comprise glass microspheres.
  • 5. A cement slurry as claimed in claim 1, wherein the slurry contains ultrafine particles having an average particle size of less than 1 micron.
  • 6. A cement slurry as claimed in claim 5, wherein the ultrafine particles comprise silica fume or colloidal silica.
  • 7. A cement slurry as claimed in claim 6, wherein the cement blend comprises Portland cement and silica fume and/or colloidal silica in an amount of at least about 60% by volume of blend.
  • 8. A cement slurry as claimed in claim 7, wherein the cement blend comprises Portland cement and silica fume and/or colloidal silica in an amount of approximately 100% by volume of blend.
  • 9. A cement slurry as claimed in claim 1, wherein the cement blend comprises particulate materials having an average particle size in the range of from about 1 to about 10 microns.
  • 10. A cement slurry as claimed in claim 1, wherein water is present in an amount of from about 35 to about 40% by volume of slurry.
  • 11. A cement slurry as claimed in claim 10, wherein the water to cementitious material ratio is in the range of from about 20 to about 40 wt %.
  • 12. A cement slurry as claimed in claim 1, wherein the cement blend comprises particulate materials in at least two discrete particle size bands.
  • 13. A cement slurry as claimed in claim 12, wherein cementitious material comprises two of the particle size bands.
  • 14. A cement slurry as claimed in claim 12, wherein the cement blend comprises particulate materials in at least three discrete particle size bands.
  • 15. A cement slurry as claimed in claim 14, wherein cementitious material comprises two of the particle size bands.
  • 16. A cement slurry as claimed in claim 14, wherein cementitious material comprises three of the particle size bands.
  • 17. A cement slurry as claimed in claim 1, further comprising dispersants, anti-freeze, water retainers, setting accelerators or retarders, foam stabilisers, or mixtures thereof.
  • 18. A method of cementing a well, comprising preparing a slurry according to claim 1 and pumping the slurry into the well.
  • 19. A method as claimed in claim 18, wherein the step of preparing the slurry comprises selecting solid particulate materials for the cement blend so as to provide a specific slurry density.
  • 20. A method as claimed in claim 18, further comprising the step of foaming the cement slurry in the well.
Priority Claims (1)
Number Date Country Kind
06291087.2 Jun 2006 EP regional