Grouting composition and method of using same

Claim 3

Method as in claim 1 wherein said composition delivered into said hole is in a frangible elongated tubular casing, said casing is penetrated and broken by said anchor element, and said capsules are ruptured by said anchor element.

Claim 4

Method as in claim 2 wherein said composition comprises a substantially homogeneous mixture of said inorganic cement powder and said capsules.

Claim 5

Method as in claim 3 wherein said liquid is water, said cement powder is hydraulic cement powder and said lubricant is a silicone which is also a wetting agent for said cement powder.

Claim 6

Method as in claim 4 wherein said lubricant is in intimate mixture with said cement powder.

Claim 7

Method as in claim 4 wherein said lubricant is encapsulated with said liquid.

Claim 8

In a grouting system for use in an elongated hole of a support structure in combination with an anchor element wherein a hardened grout is formed around the reinforcing member in the hole by the reaction of at least two mixed components of a hardenable inorganic grouting composition, thereby anchoring the reinforcing member in the hole, said components being adapted to be forced into an annulus formed between said anchor element and the wall of said hole by the introduction of said reinforcing member into said composition before any substantial hardening of said composition has occurred, and comprising an inorganic grouting composition comprising (1) a dry inorganic cement powder and (2) liquid containing capsules, and wherein said liquid is reactive with said inorganic cement, and wherein said capsules are pressure sensitive and capable of being progressively ruptured by the force of said anchor element, the improvement wherein said composition additionally comprises a small amount of a lubricant in such form and amount to allow said cement powder and said capsules to flow as free flowing solids.

Claim 9

In a grouting system for use in an elongated hole of a support structure in combination with an anchor element wherein a hardened grout is formed around the reinforcing member in the hole by the reaction of at least two mixed components of a hardenable inorganic grouting composition, thereby anchoring the reinforcing member in the hole, said components being adapted to be forced into an annulus formed between said anchor element and the wall of said hole by the introduction of said reinforcing member into said composition before any substantial hardening of said composition has occurred, and comprising an inorganic grouting composition comprising (1) a dry inorganic cement powder and (2) liquid containing capsules, and wherein said liquid is reactive with said inorganic cement, and wherein said capsules are pressure sensitive and capable of being progressively ruptured by the force of said anchor element, the improvement wherein said composition additionally comprises a small amount of a lubricant in such form and amount to allow said cement powder and said capsules to flow as free flowing solids.

Claim 10

A grouting system as in claim 7 wherein said composition comprises a substantially homogeneous mixture of said inorganic cement powder and said capsules.

Claim 11

A grouting system as in claim 8 wherein said composition is contained in an elongated tubular casing capable of being punctured and shredded by said anchor element thrust into said cartridge.

Claim 12

A grouting system as in claim 9 wherein said lubricant is in intimate mixture with said cement powder.

Claim 13

A grouting system as in claim 9 wherein said lubricant is encapsulated with said liquid.

Claim 14

A grouting system as in claim 7 wherein said liquid is water and wherein said lubricant is also a wetting agent for said cement powder.

Claim 15

A cartridge for grouting an anchor element in an elongated hole of a support structure, comprising (1) an elongated tubular casing fabricated of a frangible material capable of being punctured and shredded by an anchor element thrust into said cartridge and having a diameter between enclosed ends sufficient to enable said cartridge to be introduced into said hole, and (2) a substantially homogeneous mixture of (1) a dry hydraulic cement powder, (b) watercontaining capsules substantially uniformly dispersed in said cement powder that fills the interior of said tubular casing between said enclosed ends, and (c) a silicone lubricant which also acts as a wetting agent for said cement powder; and said capsules have inert, frangible shells enclosing droplets of water that are pressure sensitive and are capable of being progressively ruptured by the force of said anchor element being thrust into said cartridge when said cartridge is positioned in said hole to thereby dispense the water substantially uniformly throughout said cement powder to enable said water and said cement powder to thoroughly interact to form a flowable cement paste in contact with the hole wall and said anchor element, which when solidified forms a grout about said anchor element to secure said anchor element to said support structure.

Claim 16

A cartridge for grouting an anchor element in an elongated hole of a support structure, comprising (1) an elongated tubular casing fabricated of a frangible material capable of being punctured and shredded by an anchor element thrust into said cartridge and having a diameter between enclosed ends sufficient to enable said cartridge to be introduced into said hole, and (2) a substantially homogeneous mixture of (1) a dry hydraulic cement powder, (b) watercontaining capsules substantially uniformly dispersed in said cement powder that fills the interior of said tubular casing between said enclosed ends, and (c) a silicone lubricant which also acts as a wetting agent for said cement powder; and said capsules have inert, frangible shells enclosing droplets of water that are pressure sensitive and are capable of being progressively ruptured by the force of said anchor element being thrust into said cartridge when said cartridge is positioned in said hole to thereby dispense the water substantially uniformly throughout said cement powder to enable said water and said cement powder to thoroughly interact to form a flowable cement paste in contact with the hole wall and said anchor element, which when solidified forms a grout about said anchor element to secure said anchor element to said support structure.

Claim 17

A grouting cartridge as defined in claim 13 wherein said capsules have diameters in a range of between about 400 and about 5000 microns.

Claim 18

A grouting cartridge as defined in claim 13 wherein said mixture comprises 1 part water to between about 3 and about 5 parts of said cement powder by weight.

Claim 19

A grouting cartridge as defined in claim 13 wherein said mixture comprises one part water to about 4 parts gypsum cement powder by weight.

Claim 20

A grouting cartridge as defined in claim 13 wherein said capsules are sufficiently frangible to be ruptured en masse upon the application of a pressure of between 10 and 600 grams force.

Claim 21

A grouting cartridge as defined in claim 13 wherein said capsules contain an aqueous solution of a chemical accelerator for accelerating the hardening of said cement powder when said capsules are ruptured.

Claim 22

A grouting cartridge as in claim 13 wherein said silicone is in intimate mixture with said cement powder.

Claim 23

A grouting cartridge as in claim 19 wherein said silicone is a silicone fluid having a viscosity between about 300 cps and about 10,000 cps.

Claim 24

A grouting cartridge as in claim 13 wherein said cement powder is Portland cement powder.