CEMENTITIOUS COMPOSITE CONSTITUENT RELATIONSHIPS
A cementitious composite includes a cementitious mixture of cementitious materials and non-cementitious materials. Prior to the in-situ hydration, V b =M c /ρ c ·(1+F v )+Σ i n (M nc i /ρ nc i ) where V b is the bulk volume of the cementitious mixture per unit area of the cementitious composite, M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite, ρ c is a density of the cementitious materials of the cementitious mixture, M nc i is a mass of each constituent type of the non-cementitious materials of the cementitious mixture per unit area of the cementitious composite, ρ nc i is a density of each constituent type of the non-cementitious materials of the cementitious mixture, and F v is a ratio of the volume of the voids within the cementitious mixture relative to the volume of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. F v is between 0.64 and 1.35.
1 . A cementitious composite for in-situ hydration, comprising:
a first layer;
a second layer spaced from the first layer; and
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials and non-cementitious materials, wherein the cementitious mixture has a bulk volume including (i) a volume of the cementitious materials of the cementitious mixture, (ii) a volume of the non-cementitious materials of the cementitious mixture, and (iii) a volume of the voids within the cementitious mixture;
wherein the cementitious materials are shaped and arranged such that prior to the in-situ hydration:
V
b
=
M
c
ρ
c
(
1
+
F
v
)
+
∑
i
n
M
nc
i
ρ
nc
i
where:
V b is the bulk volume of the cementitious mixture per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite;
ρ c is a density of the cementitious materials of the cementitious mixture;
M nc i is a mass of each constituent type of the non-cementitious materials of the cementitious mixture per unit area of the cementitious composite;
ρ nc i is a density of each constituent type of the non-cementitious materials of the cementitious mixture; and
F v is a ratio of the volume of the voids within the cementitious mixture relative to the volume of the cementitious materials of the cementitious mixture per unit area of the cementitious composite, wherein F v is between 0.64 and 1.35.
2 . The cementitious composite of claim 1 , wherein the first layer is a sealing layer positioned to seal a first side of the cementitious composite such that the cementitious mixture and water does not migrate through the first side.
3 . The cementitious composite of claim 2 , wherein the second layer is a containment layer positioned at an opposing second side of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite.
4 . The cementitious composite of claim 3 , wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
5 . The cementitious composite of claim 1 , further comprising a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer.
6 . The cementitious composite of claim 1 , wherein F v is greater than 1.
7 . The cementitious composite of claim 1 , wherein F v is less than 1.
8 . The cementitious composite of claim 1 , wherein F v is between 0.80 and 1.35.
9 . The cementitious composite of claim 1 , wherein the cementitious composite has a total mass per unit area of the cementitious composite that is selected such that the cementitious composite has a total weight of at least two pounds per square foot.
10 . The cementitious composite of claim 1 , wherein the cementitious composite has a total mass per unit area of the cementitious composite that is selected such that the cementitious composite has a total weight of less than or equal to two pounds per square foot.
11 . A cementitious composite, comprising:
a first layer;
a second layer spaced from the first layer; and
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials and non-cementitious materials, wherein the cementitious mixture at least one of (i) includes colloidal cement, (ii) is compacted in a specific arrangement, and (iii) undergoes a specific treatment process to provide particles with a certain shape and size, and wherein the cementitious mixture has a bulk volume including (i) a volume of the cementitious materials of the cementitious mixture, (ii) a volume of the non-cementitious materials of the cementitious mixture, and (iii) a volume of the voids within the cementitious mixture;
wherein the cementitious materials are shaped and arranged such that prior to the in-situ hydration:
V
b
=
M
c
ρ
c
(
1
+
F
v
)
+
∑
i
n
M
nc
i
ρ
nc
i
where:
V b is the bulk volume of the cementitious mixture per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite;
ρ c is a density of the cementitious materials of the cementitious mixture;
M nc i is a mass of each constituent type of the non-cementitious materials of the cementitious mixture per unit area of the cementitious composite;
β nc i is a density of each constituent type of the non-cementitious materials of the cementitious mixture; and
F v is a ratio of the volume of the voids within the cementitious mixture relative to the volume of the cementitious materials of the cementitious mixture per unit area of the cementitious composite, wherein F v is between 0.10 and 5; and
wherein the cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite; and
wherein:
M w =x·M c
where:
M w is the mass of the water per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.
12 . The cementitious composite of claim 11 , wherein the first layer is a sealing layer positioned to seal a first side of the cementitious composite such that the cementitious mixture and water does not migrate through the first side.
13 . The cementitious composite of claim 12 , wherein the second layer is a containment layer positioned at an opposing second side of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite, wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
14 . (canceled)
15 . The cementitious composite of claim 11 , further comprising a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer.
16 . The cementitious composite of claim 11 , wherein F v is between 0.30 and 0.64 such that the cementitious composite is configured for high pressure hydration applications.
17 . The cementitious composite of claim 11 , wherein F v is between 0.64 and 1.35 such that the cementitious composite is configured for low pressure hydration applications.
18 . The cementitious composite of claim 11 , wherein F v is greater than 0.8.
19 . A cementitious composite, comprising:
a first layer;
a second layer spaced from the first layer; and
a cementitious mixture including cementitious materials disposed between the first layer and the second layer, and wherein the cementitious mixture has a bulk volume including (i) a volume of the cementitious materials of the cementitious mixture and (ii) a volume of the voids within the cementitious mixture;
wherein the cementitious materials are shaped and arranged such that prior to the in-situ hydration:
V
b
=
M
c
ρ
c
(
1
+
F
v
)
where:
V b is the bulk volume of the cementitious mixture per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite;
ρ c is a density of the cementitious materials of the cementitious mixture; and
F v is a ratio of the volume of the voids within the cementitious mixture relative to the volume of the cementitious materials of the cementitious mixture per unit area of the cementitious composite, wherein F v is between 0.30 and 0.64 such that the cementitious composite is configured for high pressure hydration applications.
20 - 21 . (canceled)
22 . The cementitious composite of claim 11 , further comprising a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer.
23 . The cementitious composite of claim 22 , wherein the structure layer has a nonwoven structure.