DRY GROUT COMPOSITION AND CAPSULE FOR ANCHORING REINFORCING MEMBER, DOWEL OR ANCHOR ELEMENTS

Abstract

A dry grout composition including a calcium aluminosulfate based hydraulic cement, a mineral filler, a thixotropic agent, and a superplasticizer agent. Also, an anchoring capsule, containing the dry grout composition, for use in anchoring reinforcing member dowel, or anchor elements in a hole of a substrate, and a method of use.

Claims

1. A cementitious anchoring capsule for use in anchoring a reinforcing member, dowel or anchor elements in a hole of a substrate, the capsule comprising: a water permeable encapsulating means wherein the encapsulating means is made of polyester; and a grout composition comprising: 40% to 70% of a calcium aluminosulfate based hydraulic cement; 40% to about 60% mineral filler which is sand; 0.01% to about 5% of a thixotropic agent which is a cellulose-based colloidal agent; and 0.01% to about 5% of a melamine sulfonate based superplasticizer agent, said amounts being based upon the total dry weight of said composition for a total of 100%, and said grout composition being encapsulated within said encapsulating means.

2. The anchoring capsule as defined in claim 1, wherein the cement contains less than 30% of alumina.

3. The anchoring capsule as defined in claim 1, wherein the cement contains between about 10% and about 25% of alumina.

4. The anchoring capsule as defined in claim 1, wherein the cement contains less than about 15% of alumina.

5. The anchoring capsule as defined in claim 1, wherein the grout composition contains about 1% thixotropic agent.

6. The anchoring capsule as defined in claim 1, wherein the grout composition contains less than about 0.1% thixotropic agent.

7. The anchoring capsule as defined in claim 1, wherein the grout composition contains from about 45% to about 55% mineral filler.

8. The anchoring capsule as defined in claim 1, wherein the grout composition further comprises class F flyash and/or silica fume compliant with ASTM C 1240.

9. The anchoring capsule as defined in claim 1, wherein the grout composition contains about 1% of the superplasticizer.

10. The anchoring capsule as defined in claim 1, wherein the grout composition is further comprising from about 0.01% to about 5% of an air entraining agent.

11. The anchoring capsule as defined in claim 10, wherein the grout composition contains less than about 1% of the air entraining agent.

12. The anchoring capsule as defined in claim 1, wherein the grout composition contains from about 40% to about 50% calcium, aluminosulfate based hydraulic cement.

13. The anchoring capsule as defined in claim 1 further comprising a chromium(VI)-reducing agent which is stannous sulfate or ferrous sulfate.

14. The anchoring capsule as defined in claim 13 wherein said chromium(VI)-reducing agent is stannous sulfate.

15. The anchoring capsule as defined in claim 13 wherein said chromium(VI)-reducing agent is ferrous sulfate.

16. The anchoring capsule as defined in claim 1, wherein the polyester is unwoven polyester.

17. A method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising; providing an anchoring capsule as defined in claim 1; soaking said capsule in an aqueous solution; introducing said capsule in the hole; and introducing a reinforcing member, dowel or anchor elements in the capsule before any substantial hardening has occurred.

18. The method as defined in claim 17, wherein the ratio of aqueous solution to cement is from about 0.25 to about 0.5.

19. The method as defined in claim 17, wherein the ratio of aqueous solution to cement is about 0.4.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0042] The invention can be better described with reference to the following drawings, wherein:

[0043] FIG. 1 represents an anchoring capsule in accordance with one embodiment of the present invention;

[0044] FIG. 2 is a cross sectional view of FIG. 1;

[0045] FIG. 3 is a cross sectional view of a substrate with a drilled hole;

[0046] FIG. 4 is a cross sectional view of a substrate with a drilled hole and an anchoring capsule in accordance with one embodiment of the present invention;

[0047] FIG. 5 is the same view as FIGS. 3 and 4 with a rebar introduced in the hole of the substrate.

DETAILED DESCRIPTION OF THE INVENTION

[0048] While the making and using of the various embodiments are discussed below, it should be appreciated that the specific embodiments discussed herein are merely illustrative of specific ways of making and using the invention and should not be construed as to limit the scope of the invention.

[0049] In one embodiment, the grout composition according to the invention further comprises an air entraining agent.

[0050] In one embodiment, the grout composition is further comprising flyash, silica powder or a mixture thereof.

[0051] In one embodiment, the invention provides a grout composition comprising: [0052] a calcium aluminosulfate based hydraulic cement from about 40% to about 70%; [0053] a mineral filler from about 30% to about 60%; [0054] a thixotropic agent from trace amount to about 5%; [0055] a superplasticizer agent from trace amount to about 5%; [0056] an air entraining agent from trace amount to about 5%; [0057] optionally flyash and/or silica fume from trace amount to about 10%; [0058] optionally an accelerating or retarding agent from trace amount to about 5%; [0059] said amount being based upon the total dry weight of said composition for a total of 100%.

[0060] In a further embodiment, the invention provides a grout composition comprising:

[0061] a calcium aluminosulfate based hydraulic cement from about 40% to about 60%; [0062] a mineral filler from about 40% to about 60%; [0063] a thixotropic agent from trace amount to about 3%; [0064] a superplasticizer agent from trace amount to about 3%; [0065] an air entraining agent from trace amount to about 3%; [0066] optionally flyash and/or silica fume from trace amount to about 10%; [0067] optionally an accelerating or retarding agent from trace amount to about 5%; [0068] said amount being based upon the total dry weight of said composition for a total of 100%.

[0069] In a further embodiment, the invention provides a grout composition comprising: [0070] a calcium aluminosulfate based hydraulic cement from about 40% to about 60%; [0071] a mineral filler from about 40% to about 60%; [0072] a thixotropic agent from trace amount to about 2%; [0073] a superplasticizer agent from trace amount to about 2%; [0074] an air entraining agent from trace amount to about 2%; [0075] optionally flyash and/or silica fume from trace amount to about 10%; [0076] optionally an accelerating or retarding agent from trace amount to about 5%; [0077] said amount being based upon the total dry weight of said composition for a total of 100%.

[0078] In a further embodiment, the invention provides a grout composition comprising: a calcium aluminosulfate based hydraulic cement about 40% to about 50% [0079] a mineral filler at about 45% to about 55%; [0080] a thixotropic agent at about less than 1%; [0081] a superplasticizer agent at about less than 2%; and [0082] an air entraining agent at about less than 1%; [0083] optionally flyash and/or silica fume from trace amount to about 10%; [0084] optionally an accelerating or retarding agent from trace amount to about 5%; [0085] said amount being based upon the total dry weight of said composition for a total of 100%.

[0086] Advantageously, the grout composition according to the indention may contain substantially less alumina than typically used by those in the field.

[0087] Therefore, in one embodiment: [0088] the cement contains less that 60% of alumina; [0089] the cement contains less that 50% of alumina; [0090] the cement contains less that 40% of alumina; [0091] the cement contains less that 30% of alumina; [0092] the cement contains between about 10% and about 25% of alumina; [0093] the cement contains between about 14% and about 16% of alumina; [0094] the cement contains about 15% of alumina.

[0095] In further embodiments: [0096] the grout composition contains from about 0.01% to about 5% thixotropic agent; [0097] the grout composition contains from about 0.1% to about 4% thixotropic agent; [0098] the grout composition contains about 2% thixotropic agent; [0099] the grout composition contains about 1% thixotropic agent; [0100] the grout composition contains less than about 1% thixotropic agent; [0101] the grout composition contains less than about 0.1% thixotropic agent; [0102] said amount being based upon the total dry weight of said composition for a total of 100%.

[0103] In one embodiment, the thixotropic agent includes cellulose-based colloidal agent.

[0104] In one embodiment, the thixotropic agent is selected from cellulose or welan gum.

[0105] In further embodiments: [0106] the grout composition contains from about 30% to about 60% mineral filler; [0107] the grout composition contains from about 40% to about 60% mineral filler; [0108] the grout composition contains from about 45% to about 55% mineral filler; [0109] the grout composition contains about 54% mineral filler; said amount being based upon the total dry weight of said composition for a total of 100%.

[0110] In another embodiment, the mineral filler is sand.

[0111] In further embodiments: [0112] the grout composition contains from about 40% to about 70% calcium aluminosulfate based hydraulic cement; [0113] the grout composition contains from about 40% to about 60% calcium aluminosulfate based hydraulic cement; [0114] the grout composition contains from about 40% to about 50% calcium aluminosulfate based hydraulic cement; [0115] the grout composition contains about 45% calcium aluminosulfate based hydraulic cement; [0116] said amount being based upon the total dry weight of said composition for a total of 100%.

[0117] In one embodiment, the flyash is class F flyash and/or silica fume compliant with ASTM C 1240.

[0118] In one embodiment, the superplasticizer agent is melamine sulfonate based plasticizer (Melment F-10®).

[0119] In further embodiments: [0120] the grout composition contains from about 0.01% to about 5% superplasticizer; [0121] the grout composition contains from about 0.1% to about 4% superplasticizer; [0122] the grout composition contains less than about 2% superplasticizer; [0123] said amount being based upon the total dry weight of said composition for a total of 100%.

[0124] In further embodiments: [0125] the grout composition contains from about 0.01% to about 5% air entraining agent; [0126] the grout composition contains from about 0.1% to about 4% air entraining agent; [0127] the grout composition contains about less than 1% air entraining agent; [0128] said amount being based upon the total dry weight of said composition for a total of 100%.

[0129] In one embodiment, the air entraining agent is NVX resin.

[0130] In one embodiment, the dry grout composition is further comprising a chromium(VI)-reducing agent.

[0131] In one embodiment, the chromium(VI)-reducing agent is stannous sulfate or ferrous sulfate.

[0132] In one embodiment, the chromium(VI)-reducing agent is stannous sulfate.

[0133] In one embodiment, the chromium(VI)-reducing agent is ferrous sulfate.

[0134] In one embodiment, the grout composition contains from about 0.01% to about 100% of the chromium(VI)-reducing agent.

[0135] In one embodiment, the grout composition contains from about 0.01% to about 10% of the chromium(VI)-reducing agent.

[0136] In one embodiment, the grout composition contains from about 0.1% to about 1% of the chromium(VI)-reducing agent.

[0137] In one embodiment, the grout composition contains from about 0.1% to about 0.5% of the chromium(VI)-reducing agent.

[0138] In one embodiment, the grout composition contains from about 0.3% to about 0.35% of the chromium(VI)-reducing agent.

[0139] The term “thixotropic agent” means a substance that makes the hydrated grout composition become less fluid, stiffer and more cohesive when the dry grout is activated with water or any suitable aqueous solution. Typical thixotropic agent includes cellulose-based colloidal agent. A commercial agent is EUCO-NIVO P® manufactured by Euclid Admixture Canada Inc. The thixotropic agent is added to obtain the thixotropic consistency required to ensure grout does not sag or run out of drilled hole. This characteristic is especially important for horizontal and overhead installation of anchoring elements.

[0140] The term “Flyash” means a finely divided mineral residue resulting from the combustion of ground or powdered coal in electric generating plant (ASTM C 618). Flyash consists of inorganic matter present in the coal that has been fused during coal combustion. Flyash is a pozzolanic material and has been classified into two classes, F and C, based on the chemical composition of the flyashes defined in ASTM C 618.

[0141] The term “ASTM” means American Society of Testing Materials.

[0142] The term “calcium aluminosulfate based hydraulic cement” refers to a cement composition formed by an expansive clinker which includes a stable calcium alumina-sulfate and a cement clinker or gypsum. The cement may be prepared based on methods known in the art and particularly using methods described in Canadian patent number CA 1 197 270. Typical cement preparation advantageously used in one embodiment of the invention is Rapid Set® cement by CTS Cement which is included in the premixed Cement All® grout manufactured by CTS Cement which contains appropriate amounts of a superplasticizer agent, an air entraining agent and mineral filler. Those skilled workmen in the field will readily understand that the specific amount of water used may vary depending on the chemical composition of different batches. However it is possible to adjust the other elements of the composition to practice the invention.

[0143] The term “water permeable encapsulating means” will be understood to be any suitable container allowing for containing the dry grout composition and allowing an aqueous solution (including water) to penetrate within the container to soak the dry grout composition as defined herein. The suitable container should be selected to maintain its physical integrity and as such substantially retain the dry and wet composition during manipulation and further have the ability of being ruptured in the hole of a substrate by the introduction of a reinforcing member, dowel or anchor elements and be integrated into the mix. The container may be made of unwoven polyester wrapping, polymer, paper or a combination of same.

[0144] The term “alumina” means an aluminum compound of formula Al.sub.2O.sub.3.

[0145] The term “wetting” or “wet” means providing water or any suitable aqueous solution in contact with the grout composition to obtain an effective water/cement ratio. A water/cement ratio provided by the soaking operation or otherwise is selected to provide the desired consistency to the wet composition. Generally, it is desirable to have the lowest water/cement ratio. A typical ratio will be from about 0.25 to about 0.5. Alternatively, it may be of from about 0.26 to about 0.45.

[0146] The expression “reinforcing member, dowel or anchor elements” is well known to the skilled workman and should not be construed as limited by the enumeration. In general, elements to be anchored in a hole of a substrate may also be referred to as load transferring element, reinforcing steel, rebar threaded bolt, dowel, anchor bolt or rock bolt.

[0147] The expression “chromium(VI)-reducing agent” means a transition metal salt having the ability to reduce a chromium(VI) species into chromium(III). Such reducing agents include without limitation stannous sulfate or ferrous sulfate as well as their hydrates and/or solvates such as ferrous sulfate mono- or hepta-hydrate. The amount of reducing agent required can be determined by measuring the chromium (VI) content in a cement using techniques known in the art and adding the appropriate amount of reducing agent. The amount % used herein was based upon the total dry weight of the dry grout composition (i.e. cement, filler, thixotropic agent and if any superplasticizer agent, air entraining agent and flyash and/or silica fume.

[0148] As used herein, the term “air entraining agent” refers to agents known in the art of concrete and cause a substantial improvement in durability and none of the essential properties of the concrete should be seriously impaired. Requirements and specifications of air-entraining agents to be used in concrete are covered in ASTM C 260 and AASHTO M 154. Four groups of air entraining agents are generally identified: 1) salts of wood resins, 2) synthetic detergents, 3) salts of petroleum acids, and 4) fatty and resinous acids and their salts.

[0149] As used herein, the term “superplasticizers” refers to agents known in the art of concrete that fluidifies the mix before it hardens, increasing its workability, reducing the water/cement ratio and are usually not intended to affect the properties of the final product after it hardens. Superplasticizers are commonly manufactured from lignosulfonates, sulfonated naphthalene formaldehyde, sulfonated melamine formaldehyde, or polycarboxylic ethers.

[0150] As used herein, the term “silica fume” refers to very fine pozzolanic material, composed mostly of amourphous silica produced by electric arc furnaces as a byproduct of the production of elemental silicon or ferrosilicon alloys (also known as condensed silica fume and microsilica). Requirements and specifications of silica fame to be used are covered in ASTM C 1240.

[0151] Also it is possible to determine the time for strength development as this will determine how soon the anchoring element can accept a load and also how much it can accept.

[0152] One criteria in designing an anchoring grout is the bond strength developed to resist pull out. The design limit to be obtained must be the load at the elastic limit of the reinforcing or anchoring element so as to ensure that it is the reinforcing or anchor element that yields and becomes the weak point in the anchoring system. The bond strength developed by the anchoring grout must therefore be greater than the elastic limit of the reinforcing or anchoring element. To achieve this, the anchoring grout must not shrink and completely fill the drilled hole once the reinforcing or anchoring element is introduced and encapsulate it. Thus it is important to have a stiff and homogeneous thixotropic non-shrink grout mix to ensure the grout does not substantially run out of the drilled hole.

[0153] It is advantageous that the grout has a fast setting time so as to place loads on reinforcing or anchoring elements in the shortest delay possible.

[0154] In one aspect of the invention, there is provided an anchoring capsule for use in anchoring a reinforcing member, dowel or anchor elements in a hole of a substrate, the capsule comprising: [0155] a water permeable encapsulating means; and [0156] a dry grout composition as defined herein, [0157] said grout composition being encapsulated within said encapsulating means.

[0158] In one embodiment, the encapsulating means is made of polyester.

[0159] In one embodiment, the encapsulating means is made of unwoven polyester.

[0160] Typically, the anchoring capsule is prepared by pre-mixing all of the desired components of the dry grout composition and adding into the encapsulating means. The encapsulating means may have various shapes and sizes such as a sleeve, a pouch or any convenient shape. The dry grout composition may be added to the encapsulating means manually, automatically or in part manually and automatically using dry material filling apparatus.

[0161] FIG. 1 represents one embodiment of the present invention in which 10 is an elongated unwoven polyester encapsulating means. FIG. 2 shows a cross sectional view of the representation of FIG. 1, with a dry grout composition 12 encapsulated within 10.

[0162] In one aspect of the invention, there is provided a method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising: [0163] providing an anchoring capsule as defined herein; [0164] soaking said capsule in an aqueous solution, [0165] introducing said capsule in the hole; and [0166] introducing the reinforcing member, dowel or anchor elements in the capsule before any substantial hardening has occurred.

[0167] In one aspect of the invention, there is provided a method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising: [0168] providing a grout composition as defined herein in a capsule; [0169] soaking said capsule in an aqueous solution, introducing said capsule in the hole; and [0170] introducing the reinforcing member, dowel or anchor elements in the capsule before any substantial hardening has occurred.

[0171] In one aspect of the invention, there is provided a method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising: [0172] providing a grout composition as defined herein in a capsule; [0173] wetting said composition with an aqueous solution; introducing said capsule in the hole; and [0174] introducing a reinforcing member, dowel or anchor elements in the capsule before any substantial hardening has occurred.

[0175] In one embodiment, the ratio of aqueous solution to cement is from about 0.25 to about 0.5.

[0176] In one embodiment, the ratio of aqueous solution to cement is about 0.45.

[0177] In one embodiment, the ratio of aqueous solution to cement is about 0.4.

[0178] In one aspect of the invention, there is provided a method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising: [0179] providing a grout composition as defined herein; [0180] wetting said composition and introducing said composition in the hole; and [0181] introducing the reinforcing member, dowel or anchor elements in the composition before any substantial hardening has occurred.

[0182] In one aspect of the invention, there is provided a method for anchoring reinforcing member, dowel or anchor elements in a hole of a substrate comprising: [0183] providing a grout composition as defined herein, [0184] wetting said composition with an aqueous solution; and [0185] introducing a reinforcing member, dowel or anchor elements in the hole containing said composition before any substantial hardening has occurred.

[0186] In accordance with one embodiment of the invention, FIG. 3 shows a substrate 20 that is a concrete block in which a hole 22 was prepared. As shown in FIG. 4, an anchoring capsule 10 (that has been soaked in water) is introduced within the hole 22. In FIG. 5, a rebar 24 is introduced within hole 22 causing the anchoring capsule to rupture and therefore release the wetted dry grout composition 12 to fill the hole as required (i.e. partly or completely).

[0187] Advantageously, the method for anchoring reinforcing member, dowel or anchor elements of the invention does not require rotation upon introducing the reinforcing member, dowel or anchor elements in the capsule.

[0188] The following examples are provided as illustration of some embodiments in accordance with the present invention.

EXAMPLE 1

Dry Grout Composition

[0189] A dry grout composition was prepared using the following ingredients and their relative proportion: [0190] calcium aluminosulfate based hydraulic cement Rapid Set Cement® by CTS Cement: 11.25 kg (approximately 45%) [0191] mineral filler (sand): 13.75 kg (approximately 54%) [0192] thixotropic agent: EUCO-NIVO-P® obtained from Euclid Admixture Canada Inc. in proportion of 25 g/25 kg Cement All® (approximately 0.1%)
the amount % being based upon the total dry weight of the cement and filler.

EXAMPLE 2

Compressive Strength, Shrinkage and Pull Out tests

[0193] Basic tests for compressive strength, shrinkage and pull out tests were performed in laboratory. Additional mineral fillers were added in different dosages and the amount of bleeding was observed. Tests were conducted on the grout before encapsulation in an unwoven polyester capsule and the tests were repeated with the grout inserted in the unwoven polyester capsule having a size of 19 mm×300 mm. The calcium aluminosulfate based hydraulic cement capsules were activated by simply immersing capsules in water at 20° C. A water/cement ratio of 0.40 was used.

[0194] The tests results for the capsule containing the grout composition of example 1 are as follows in Table 1:

TABLE-US-00001 TABLE 1 Compressive strength ASTM C-109 20° C. −1° C. 4 hours — 17.9 MPa 24 hours 27.2 MPa 21.1 MPa 7 days 30.5 MPa 31.9 MPa Expansion/Shrinkage ASTM C-157 28 days 0.027% ASTM C-1090 28 days +0.01% Setting time ASTM C-403 Initial setting time 17 min Final setting time 21 min Freeze-thaw durability ASTM C-666 300 cycles Dynamic modulus .sup. 100% Slant shear test ASTM C-882 Mod  1 day 9.7 MPa 28 day 17.9 MPa 

EXAMPLE 3

Pullout Tests with 600 MPa Reinforcing Steel

[0195] Pullout tests were performed using the capsule containing the grout composition of example 1.

[0196] A concrete block of 52.5 MPa was cast and reinforcing steel rebar (600 MPa) were installed in the drilled holes. Pullout tests using a hollow center hydraulic jack were performed and results are presented below in Table 2:

TABLE-US-00002 TABLE 2 Pull out 600 MPa steel Bar dia. Hole length ASTM E-488 Elastic limit steel mm mm Age kN kN 16M 300 4.5 hrs 110.3 121 16M 300 24 hrs 135.4* 121 16M 300 7 days 144.7* 121 16M 300 28 days 151.4* 121 16M 400 28 days 147.8** 121 20M 300 5 hrs 130.8 188 20M 300 24 hrs 177.1 188 20M 300 7 days 202.2* 188 20M 300 28 days 212.7* 188 *Maximum value obtained at constant load before load decreased due to bar deformation. **Load applied continually until rebar failed after 45 mm elongation.

[0197] The purpose of the pull out test is to ensure that anchoring grout can develop adequate bond between substrate and the anchoring grout as well as between the reinforcing element and the anchoring grout.

EXAMPLE 4

Pullout tests with 400 MPa Reinforcing Steel

[0198] Pullout tests were performed using the capsule containing the grout composition of example 1.

[0199] A concrete block of 62.7 MPa was cast and reinforcing steel rebar (400 MPa) were installed in the drilled holes. Pullout tests using a hollow center hydraulic jack were performed and results are presented below in Table 3:

TABLE-US-00003 TABLE 3 Pull out 400 MPa steel Bar dia. Hole length ASTM E-488 Elastic limit steel mm mm Age kN kN 15M 300 4 hrs 85.5*  80 15M 300 24 hrs 108.9*.sup.  80 15M 300 7 days  43.1* # 80 15M 300 28 days 143.2* # 80 *Maximum value obtained at constant load before load decreased due to bar deformation. # Rebar failed.

[0200] The purpose of the pull out test is to evaluate whether the anchoring grout has developed adequate bond between substrate and the anchoring grout as well as between the reinforcing element and the anchoring grout.

EXAMPLE 5

Modified Dry Grout Compositions

[0201] Modified dry grout compositions were prepared by the addition of stannous sulfate or iron sulfate as reducing agent to the composition of Example 1. Table 4 illustrates entries A to K. Entry A is Cement All® by CTS Cement, entries B1, B2 and H are batches of a grout as described in example 1, entries C to G were preyed by the addition of stannous sulfate, in proportions indicated in their respective entry, to the composition of example 1. Entries I to K were prepared by the addition of ferrous sulfate, in proportions indicated in their respective entry, to the composition of Example 1.

[0202] The concentration of hexavalent chromium Cr(VI) was evaluated using an alkaline digestion (as described in EPA 3060A in STDM 20th Edition), followed by spectrophotometry analysis as described in method SM 3500-Cr B (STDM 20.sup.th Edition) or EPA 7196 using a Varian Carry 50 spectrophotometer.

[0203] STDM—Standard methods for the examination of water and waste water 20.sup.th Edition

[0204] The amount % being based upon the total dry weight of the dry grout composition (i.e. cement, filler, thixotropic agent and if any superplasticizer agent, air entraining agent and flyash and/or silica fume).

TABLE-US-00004 TABLE 4 Entry Reducing agent (amt %) Cr(VI) (ppm) A — 21 B1 (20° C.) — 55 B2 — 27 C Stannous sulfate (0.1) 19 D Stannous sulfate (0.2) 15 E Stannous sulfate (0.3) 3.9 F Stannous sulfate (0.5) ND G Stannous sulfate (1.0) ND H — 55 I Iron sulfate (0.6) 20 J Iron sulfate (0.8) 17 K Iron sulfate (1.0) 16 ND: undetectable

EXAMPLE 6

Modified Dry Grout Compositions Pull-Out and Compression Tests

[0205] The tests in Table 5 were conducted using the grouts described in the table below that are contained in capsules of unwoven polyester of 13 mm×200 mm. The composition of grouts in Table 5 are identical as those described in Example 5. The reinforcing steel rebar size was 15 mm diameter having a F′.sub.y of 400 MPa. A hole was drilled in concrete at a depth of 200 mm and diameter of 19 mm. The pull out test was conducted at 10° C. and the compression test at 20° C.

[0206] The compression test was conducted under standard ASTM C-109 and the pull out test under ASTM E-488.

TABLE-US-00005 TABLE 5 compressive pull pull pull pull pull pull strength 7 out 4 out 6 out 1 out 3 out 7 out 28 days (MPa) hrs hrs day days days days Entry ASTM C-109 (KN) (KN) (KN) (KN) (KN) (KN) A 45.5 — — 92.44 — — — B1 — 78.8 — 86.17 — 102.89 109.16 (20° C.) B2 — — — 89.66 — 89.3 — C — — — — — — — D — — — — — — — E 38.3 0 39.71 93.84 94.53 91.14 — F — — — — — — — G — — — — — — — H — — — — — — — I 37.4 — — — — — — J 38.2 — — — — — — K 36.9 — — — — — —

EXAMPLE 7

Modified Dry Grout Compositions Pull-Out Tests

[0207] The composition of grouts in Table 6 are identical as those described in Example 5, the tests were conducted under same conditions as described in Example 6 with the exception that the temperature was 20° C.

TABLE-US-00006 TABLE 6 pull pull pull pull pull pull out 4 out 6 out 1 out 3 out 7 out 28 hrs hrs day days days days Entry (KN) (KN) (KN) (KN) (KN) (KN) A — — 94.81 — — — B1 78.8 — 86.17 — 102.89 109.16 (20° C.) B2 — — 85.63 — — — C — — — — — — D — — — — — — E 0 52.57 92.97 102.16 100.32 — F — — — — — — G — — — — — — H — — — — — — I — — — — — — J — — — — — — K — — — — — —

EXAMPLE 8

Modified Dry Grout Composition

[0208] The composition of grouts in entries A, B and E in Table 7 are identical as those described in Example 5 (Table 4), the pull-out tests were conducted under same conditions as those described in Example 6 using same steel reinforcing rebar, hole and capsule sizes. Tests were repeated in various holes at various time points as shown in Table 7 below at 10° C.

TABLE-US-00007 TABLE 7 Hole Cure time Pull-out Entry Hole (days) reading KN. Average A 1 24 hrs 5000 96.62 92.44 2 24 hrs 4600 88.26 3 24 hrs 4800 92.44 4 7 — — — 5 7 — — 6 7 — — 7 28  — — — 8 28  — — 9 28  — — B 1 24 hrs 4400 84.08 89.66 2 24 hrs 4600 88.26 3 24 hrs 5000 96.62 4 7 1600 91.14 89.30 5 7 1700 96.65 6 7 1400 80.12 7 28  — — — 8 28  — — 9 28  — — E 1  4 hrs 0  0.00  0.00 2  4 hrs 0  0.00 3  4 hrs 0  0.00 4  6 hrs 600 36.04 39.71 5  6 hrs 800 47.06 6  6 hrs 600 36.04 7 24 hrs 5000 96.62 93.84 8 24 hrs 4800 92.44 9 24 hrs 4800 92.44 10 3 4800 92.44 94.53 11 3 5000 96.62 12 7 1500 85.63 91.14 13 7 1600 91.14 14 7 1700 96.65 15 28  — — — 16 28  — — 17 28  — —

EXAMPLE 9

Modified Dry Grout Composition Pull-Out Tests

[0209] The composition of grouts in entries A, B and E in Table 8 are identical as those described in Example 5 (Table 4), the pull-out tests were conducted under same conditions as those described in Example 6 using same steel reinforcing rebar, hole and capsule size. Tests were repeated in various holes at various time points as shown in Table 8 at 20° C.

TABLE-US-00008 TABLE 8 Hole Cure time Pull-out Entry Hole (days) reading KN. Average A 1 24 hrs 1700 96.65 94.81 2 24 hrs 1700 96.65 3 24 hrs 1600 91.14 4 7 — — — 5 7 — — 6 7 — — 7 28  — — — 8 28  — — 9 28  — — B 1 24 hrs 1400 80.12 85.63 2 24 hrs 1400 80.12 3 24 hrs 1700 96.65 4 7 — — — 5 7 — — 6 7 — — 7 28  — — — 8 28  — — 9 28  — — E 1  4 hrs 0 0.00 0.00 2  4 hrs 0 0.00 3  6 hrs 900 52.57 52.57 4  6 hrs 900 52.57 5  6 hrs 900 52.57 6 24 hrs 1700 96.65 89.30 7 24 hrs 1400 80.12 8 24 hrs 1600 91.14 9 3 1900 107.67 102.16 10 3 1700 96.65 11 7 1700 96.65 100.32 12 7 1900 107.67 13 7 1700 96.65 14 28  — — — 15 28  — — 16 28  — —