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Patent 1062830 Summary

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Claims and Abstract availability

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(12) Patent: (11) CA 1062830
(21) Application Number: 1062830
(54) English Title: LIGHTWEIGHT CEMENT COMPOSITION OF ENHANCED TROWELABILITY
(54) French Title: COMPOSITION LEGERE DE CIMENT A DELAYAGE AMELIORE
Status: Term Expired - Post Grant Beyond Limit
Bibliographic Data
(51) International Patent Classification (IPC):
  • C04B 28/04 (2006.01)
  • C04B 14/04 (2006.01)
  • C04B 24/32 (2006.01)
(72) Inventors :
  • WARREN, JAMES L.
  • ROSEN, MURRAY
(73) Owners :
  • W.R. GRACE AND CO.
(71) Applicants :
  • W.R. GRACE AND CO. (United States of America)
(74) Agent:
(74) Associate agent:
(45) Issued: 1979-09-18
(22) Filed Date:
Availability of licence: N/A
Dedicated to the Public: N/A
(25) Language of filing: English

Patent Cooperation Treaty (PCT): No

(30) Application Priority Data: None

Abstracts

English Abstract


ABSTRACT
The trowelability of lightweight aggregate-containing, low density
cement compositions (e.g. Portland cement-expanded vermiculite composition(s)
is enhanced by the incorporation therein of a polymer of ethylene oxide. The
composition has particular utility in the lining of in-ground swimming pools
where the composition is to be applied by trowel to other than horizontal
surfaces.


Claims

Note: Claims are shown in the official language in which they were submitted.


THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A dry, settable, composition with a density after setting of less
than 50 pounds per cubic foot containing an hydraulic cement, a lightweight,
inert, low density, foraminous particulate aggregate selected from the
group consisting of expanded vermiculite, expanded perlite and expanded
shale in an amount of from about 1 to 25 parts by volume per part by volume
of said cement, and from about 0.01 to about 2 percent by weight of a polymer
of ethylene oxide based upon the weight of said particulate material.
2. The composition of claim 1 wherein the said hydraulic cement is
Portland cement.
3. The composition of claim 1 wherein the amount of said aggregate
ranges from about 4 to 16 parts by volume per part by volume of said cement.
4. A wet, settable slurry containing an hydraulic cement, a light-
weight, inert, low density, foraminous particulate aggregate selected from
the group consisting of expanded vermiculite, expanded perlite and expanded
shale in an amount of from about 1 to about 25 parts by volume per part by
volume of said cement, water, and from about 0.01 to about 2 percent by
weight of ethylene oxide polymer based upon the weight of said particulate
material to enhance the trowelability of the wet mix.
5. The slurry of claim 4 wherein the amount of water present ranges
between about 2 and 5 gallons per cubic foot of foraminous aggregate present.
6. The slurry of claim 4 wherein the amount of said ethylene oxide
present ranges between about 0.05 and 1 percent by weight.
7. The mass of claim 1 wherein said polymer has a molecular weight
of less than about 1 million.
8. The mass of claim 1 wherein the said polymer has a molecular
weight of between about 100,000 and 400,000.

9. The method of constructing in-ground structures comprising the
steps of: (a) forming a cavity in the ground having a desired configuration;
(b) troweling a smooth, wet mixture containing an hydraulic cement, a light-
weight, inert, low density, foraminous, particulate aggregate selected from
the group consisting of expanded vermiculite, expanded perlite and expanded
shale in an amount of from about 1 to 25 parts by volume per part by volume
of said cement, water, and from about 0.01 to about 2 percent by weight
of a polymer of ethylene oxide based upon the weight of said aggregate to
enhance the trowelability of the wet mix over the interior surface of said
cavity; and (c) thereafter placing a water-impermeable membrane over the
trowelled mixture.
10. The method of claim 9 wherein said cement is Portland cement.
11. The method of claim 9 wherein the particulate aggregate is expanded
vermiculite and amount of water in the mixture ranges between about 2 and 5
gallons per cubic foot of vermiculite.
12. In the construction of in-ground structures wherein a water-imper-
meable membrane is placed adjacent a cavity formed in the ground, the improve-
ment which comprises forming a porous protective layer having a dry density
of less than 50 pounds per cubic foot between said cavity and said membrane,
said layer containing Portland cement, expanded vermiculite in an amount of
from about 1 to 25 parts by volume per part by volume of said cement, and
from about 0.01 to about 2 percent by weight of a polymer of ethylene oxide
based on the weight of said particulate material.
13. A lightweight porous mass having a density of less than about 50
pounds per cubic foot and containing Portland cement, from about 1 to 25
parts by volume of expanded vermiculite per part by volume of said cement,
and from about 0.01 to 1 percent by weight of a polymer of ethylene oxide
based on the weight of vermiculite.

Description

Note: Descriptions are shown in the official language in which they were submitted.


106Z830
This invention relates to novel lightweight aggregate-containing,
hydraulic cement compositions having improved properties. More particularly,
this invention concerns novel compositions containing hydraulic cement as a
binder and additionally a lightweight aggregate such as expanded vermiculite
or perlite to which have been added a polymer of ethylene oxide to enhance
certain properties thereof.
In the construction of in-ground swimming pools wherein a water-
impermeable membrane such as a plastic film is employed as a liner, it is
highly desirable to protect the membrane from being punctured by irregular-
ities in the surface of the cavity, e.g. rocks or shale, against which the
membrane is placed. One method of providing such protection is by pouring
and screeding a layer of sand on the bottom or horizontal surface adjacent
the liner. In another method, a layer of lightweight, inert foraminous part-
iculate material such as expanded vermiculite, perlite, etc., is employed
which not only covers the surface irregularities but also provides a more
"cushioned" and less abrasive surface for the easily-perforated liner. On
the non-horizontal surfaces of the cavity formed to receive the liner in in-
ground pool construction, it has been the practice to trowel a layer of wet
sand to provide the necessary protection. The applied sand, however, when
dried has a tendency to fall off of the surface, exposing the liner to the
rocks or other surface irregularities. To avoid this problem, a binder such
as Portland cement can be mixed with the sand. A more advantageous protective
coating can be prepared from a mixture of such a binder with the aforemention-
ed lightweight foraminous material, for example, expanded vermiculite aggre-
gate. Such a coating is less abrasive to the liner than sand and also has
insulating properties that the sand coating does not. The foraminous material
in the coating renders it porous thus permitting water which has seeped be-
tween the liner and the coating to drain through the coating. The highly
porous nature of the coating also protects it from being washed out by rising
water tables during wet months of the year. The composition containing the
-1- ~

~06Z~330
foraminous aggregates have however, been found to be difficult to trowel onto
the non-horizontal surfaces of the cavity. Attempts at trowelling such com-
positions on other than horizontal surfaces often results in severe tearing,
sagging and general unmanageability of the applied product.
Accordingly, the invention provides a dry, settable, composition
with a density after setting of less than 50 pounds per cubic foot containing
a hydraulic cement, a lightweight, inert, low density, foraminous particulate
aggregate selected from the group consisting of expanded vermiculite, expanded
perlite and expanded shale in an amount of from about 1 to 25 parts by volume
per part by volume of said cement, and from about 0.01 to about 2 percent by
weight of a polymer of ethylene oxide based upon the weight of said particulate
material.
Thus, it has been found that the trowelability of such cementing
compositions containing a hydraulic binder and lightweight foraminous aggre-
gates such as expanded vermiculite, perlite, shale, etc., is enhanced by the
incorporation therein of relatively small amounts of high molecular weight
polymers of ethylene oxide. The presence of a small amount of such polymers
was found to enable placement and trowelability of compositions having ratios
of such aggregates to cement either too difficult or impossible to produce or
place on non-horizontal surfaces.
Another aspect of the invention provides the method of constructing
in-ground structures comprising the steps of: (a) forming a cavity in the
ground having a desired configuration; (b) trowelling a smooth, wet mixture
containing a hydraulic cement, a lightweight, inert, low density, foraminous,
particulate aggregate selected from the group consisting of expanded vermicu-
lite, expanded perlite and expanded shale in an amount of from about 1 to 25
parts by volume per part by volume of said cement, water, and from about 0.01
to about 2 percent by weight of a polymer of ethylene oxide based upon the
weight of said aggregate to enhance the trowelability of the wet mix over the
interior surface of said cavity; and (c) thereafter placing a water-impermeable
membrane over the trowelled mixture.
The compositions to which the ethylene oxide polymers are added
-2-

- .~
1062830
according to the invention comprise a hydraulic cement binder such as Port-
land cement to which is added the desired proportion of inert lightweight
foraminous particulate aggregate, and sufficient water to give the desired
fluidity to the wet mix. Expanded vermiculite is the preferred inert
foraminous aggregate for use in the present invention. The exact proportion
of foraminous aggregate employed will vary according to the desired degree
of "cushion" wanted in the set coating but in general between about 1 and
25, preferably about 4 and 16 parts by volume of vermiculite will be employed
per part by volume of cement. Also, the precise amount of water to be
employed will also vary according to the degree of fluidity desired in the
mix. Workable mixtures will, however, normally require the use of between
about 2 and 5 gallons of water for each cubic foot of foraminous aggregate
present. In addi~ion to expanded vermiculite, other inert lightweight
foraminous particulate materials such as expanded perlite and expanded shale
can be employed. The set compositions will generally have a dry density of
less than about 50 lbs. per cubic foot, more often about 15 to 35 lbs. per
cubid foot. Additional ingredients such as sand, air-entraining agents, etc.,
- 2a -

1062830
can be employed in the compositions of the invention.
The ethylene oxide polymers useful in the invention are the well
known water-soluble organic polymers having a molecular weight ranging from,
e.g. lO0,000 to 6,000,000 or more. The polymers are preferably incorporated
in the composition in finely divided form in an amount of from about 0.01 to
about 2 percent, preferably from about 0.05 to about 1 percent by weight
based on the inert lightweight foraminous aggregate present in the composit-
ion. The preferred polymers for use in the invention have a molecular weight
of less than 1,000,000 with polymers having a molecular weight in the range
of about 100,000 to 400,000 being especially preferred.
The following examples serve to illustrate the invention.
Example
To a paddle type mixer are added 25 gallons of water followed by
one cubic foot of Portland cement. Eight cubic feet of expanded vermiculite
to which had previously been added 100-110 cubic centimeters of a polymer of
ethylene oxide having an approximate molecular weight of 200,000 is then
slowly added while the mixer is rotated. After approximately one minute,
the mixture is conveyed to an excavation in the ground formed to receive the
lining element of an in-ground swimming pool. Following application of the
wet mix by trowel, a smooth, porous, nonabrasive coating is formed having a
compressive strength in the range of 90 to 125 pounds per square inch and a
dry density of less than 50 pounds per cubic foot, the liner can be installed
over the coating when either wet or dry.
The lightweight, low-density compositions of the invention have
obvious utility in applications other than in-ground swimming pool construct-
ion, for instance, as lightweight insulating concretes in roof, wall, etc.,
construction.

Representative Drawing

Sorry, the representative drawing for patent document number 1062830 was not found.

Administrative Status

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Event History

Description Date
Inactive: IPC deactivated 2013-01-19
Inactive: IPC deactivated 2013-01-19
Inactive: IPC deactivated 2013-01-19
Inactive: First IPC assigned 2012-05-02
Inactive: IPC assigned 2012-05-02
Inactive: IPC assigned 2012-05-02
Inactive: IPC assigned 2012-05-02
Inactive: Expired (old Act Patent) latest possible expiry date 1996-09-18
Grant by Issuance 1979-09-18

Abandonment History

There is no abandonment history.

Owners on Record

Note: Records showing the ownership history in alphabetical order.

Current Owners on Record
W.R. GRACE AND CO.
Past Owners on Record
JAMES L. WARREN
MURRAY ROSEN
Past Owners that do not appear in the "Owners on Record" listing will appear in other documentation within the application.
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Document
Description 
Date
(yyyy-mm-dd) 
Number of pages   Size of Image (KB) 
Cover Page 1994-04-25 1 14
Claims 1994-04-25 2 70
Abstract 1994-04-25 1 9
Drawings 1994-04-25 1 5
Descriptions 1994-04-25 4 143