NAVY A-A-59607-2004 GROUT MATERIAL RAPID SETTING [Superseded NAVY QPL-81830 -6 CANC NOTICE 1 NAVY QPL-81830 -6 NAVY QPL-81830 -4 NAVY QPL-81830 -3 NAVY QPL-81830 -2 NAVY QPL-81830 .pdf

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1、 NOT MEASUREMENT A-A-59607 6 August 2004 COMMERCIAL ITEM DESCRIPTION GROUT MATERIAL, RAPID SETTING The General Services Administration has authorized the use of this commercial item description for all federal agencies. 1. SCOPE. This commercial item description (CID) covers one type of rapid settin

2、g grout material. 2. CLASSIFICATION Not applicable 3. SALIENT CHARACTERISTICS 3.1 Material. The selection of materials and processes shall be optional with the manufacturer, but shall be restricted by the requirements specified herein. Additionally, the grout material shall not contain any substance

3、 which will corrode steel. 3.2 Mixing properties. The grout material shall be sufficiently pre-mixed so that no additional mixing is required other than the liquid required to obtain a pourable state. No more than 2 minutes shall be required for mixing the grout mixture and liquid and no special equ

4、ipment shall be needed, when tested as specified in 5.5.1. 3.3 Gel and set time. When tested as specified in 5.5.3, the gel and set times (in minutes) shall not exceed the times specified in table I. AMSC N/A FSC 5610 NOT MEASUREMENT SENSITIVE Beneficial comments, recommendations, additions, deletio

5、ns, clarifications. etc. and any data that may improve this document should be sent to: Commander Naval Air Warfare Center Aircraft Division, Code 414100B120-3, Highway 547, Lakehurst, NJ 08733-5100 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-5

6、9607 2 TABLE I. Gel and setting times Condition Gel (time) max Set (time) max Normal 15 35 Sea water Mix 10 20 Cold Mix 25 100 Hot Mix 5 60 3.4 Drip test. The maximum acceptable depth penetration shall be 0.090 inch after 24 hours and 0.275 inch after 96 hours when tested as specified in 5.5.4. 3.5

7、Physical properties. The grout material shall conform to the physical properties listed in table II. TABLE II. Physical properties. Requirement Characteristic Air cure Fresh water cure Fresh water pour then test for compression loading. The compression load shall be in accordance with the value in t

8、able II. 5.5.5.4 Underwater pour and cure (sea water). Seawater grout mixture shall be poured through a tube into tubular molds submerged in seawater (see figures 2 and 3) and subjected to underwater cure. Three test coupons shall be prepared. After cure, release from the mold and face off the test

9、coupon in a lathe; then test for compression loading. The compression load shall be in accordance with the value in table II. 5.5.6 Shear tests. 5.5.6.1 Air-cure. Fresh water grout mixture shall be poured into tubular molds (see figure 2) and subjected to air-cure. Three test coupons shall be prepar

10、ed. Each test coupon shall be inserted into a test fixture (see figure 4), placed in a test press, and a shear load applied. The shear load shall be in accordance with the value in table II. 5.5.6.2 Underwater pour and cure (fresh water). Fresh water grout mixture shall be poured through a tube into

11、 tubular molds submerged in fresh water (see figures 2 and 3) and subjected to underwater cure. Three test coupons shall be prepared. Each test coupon shall be inserted into a test fixture (see figure 4), placed in a test press, and a shear load applied. The shear load shall be in accordance with th

12、e value in table II. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 6 5.5.6.3 Underwater pour and cure (sea water). Seawater grout mixture shall be poured through a tube into tubular molds submerged in seawater (see figures 2 and 3) and subj

13、ected to underwater cure. Three test coupons shall be prepared. Each test coupon shall be inserted into a test fixture (see figure 4), placed in a test press, and a shear load applied. The shear load shall be in accordance with the value in table II. 5.5.7 Tension tests. Fresh water grout mixture sh

14、all be poured into tension test mold (see figure 5) and subjected to air-cure. Three test coupons shall be prepared. Each test coupon is to be placed in a test press and subjected to a test load. The tension load shall be in accordance with the value in table II. 5.5.8 Adherence tests. Fresh water g

15、rout mixture shall be poured into the mold (see figure 6) and subjected to air-cure. Three test coupons shall be prepared. Each test coupon shall be pull-tested to determine withdrawal loads. The minimum acceptable withdrawal load for each test coupon shall be in accordance with table II. 5.5.9 Bond

16、 tests. 5.5.9.1 Air-cure. Fresh water grout mixture shall be poured into the test fixture (see figure 7) and subjected to air-cure. Three test coupons shall be prepared. Each test coupon shall be pull-tested to determine withdrawal loads. The withdrawal load for each test coupon shall be in accordan

17、ce with table II. 5.5.9.2 Underwater pour and cure (fresh water). Fresh water grout mixture shall be poured through a pouring tube into the test fixture and submerged in fresh water (see figures 3 and 7) and subjected to underwater-cure. Three test coupons shall be prepared. Each test coupon shall b

18、e pull-tested to determine withdrawal loads. The minimum acceptable withdrawal load for each test coupon shall be in accordance with table II. 5.5.9.3 Underwater pour and cure (seawater). Seawater grout mixture shall be poured through a pouring tube into the test fixture and submerged in seawater (s

19、ee figures 3 and 7) and subjected to underwater cure. Three test coupons shall be prepared. Each test coupon shall be pull-tested to determine withdrawal loads. The withdrawal load for each test coupon shall be in accordance with table II. 5.5.10 Field test. The Government shall provide the earth an

20、chors, installation services and material, and perform the required tests. The field test (3.6) shall be performed when grout materials have met all the requirements of Section 3 except storage stability. 5.5.11 Dimensional stability. Dimensional stability (3.7) shall be certified by the manufacture

21、r (see 5.1.1). 5.5.12 Storage stability. The storage stability (3.8) shall be certified by the manufacturer (see 5.1.1). Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 7 6. PACKAGING 6.1 Packaging. The grout material shall be packaged in qua

22、ntities of 100 pounds in a heat sealed heavy duty plastic bag, in a metal drum conforming to MS27684-8, 12 gallon capacity and cover shall be in accordance with MS27684-24, Style 2. 6.1.1 Marking. Each container shall be marked as follows: a. Title and number of this specification b. Net weight of c

23、ontents c. Date of-manufacture d. Name of manufacturer e. Contract number 7. NOTES 7.1 SOURCE OF DOCUMENTS 7.1.1 Federal Government activities may obtain copies of MS27684 from established distribution points within their agencies; military activities may obtain this document on line at http:/assist

24、.daps.dla.mil/quicksearch/ or www.dodssp.daps.mil or from the Standardization Order Desk, 700 Robins Avenue, Building 4D, Philadelphia, PA 19111-5049. Other activities may obtain MS27684 from the General Services Administration, Federal Supply Service, Specification Section, Suite 8100, 479 LEnfant

25、Plaza, SW, Washington, DC 20407. 7.2 Ordering data. The contract or order should specify the following: a. CID document number and revision. b. Product conformance provisions. c. Packaging provisions. 7.3 Key words: Anchor material Grout Custodian: Preparing Activity Navy - AS Navy-AS (Project No. 5

26、610-0106) Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 8 NOTES: 1. COAT INSIDE OF MOLD WITH HARD WAX BEFORE POURING TEST SAMPLE 2. DIMENSIONS IN INCHES, UNLESS OTHERWISE SPECIFIED SQUARE MOLD Figure 1 Provided by IHSNot for ResaleNo reprod

27、uction or networking permitted without license from IHS-,-A-A-59607 9 NOTES: 1. MOLD IS SPLIT LENGTHWISE TO FACILITATE REMOVAL OF TEST SAMPLE. 2. COAT INSIDE OF MOLD WITH HARD WAX BEFORE POURING TEST SAMPLE. 3. DIMENSIONS IN INCHES, UNLESS OTHERWISE SPECIFIED. TUBULAR MOLD Figure 2 Provided by IHSNo

28、t for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 10 UNDERWATER POUR AND CURE FACILITY Figure 3 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 11 NOTE: 1. DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED

29、. SHEAR TEST FIXTURE Figure 4 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 12 NOTES: 1. SURFACE DIMENSIONS 16/ INSIDE OF MOLD. 2. DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED. TENSION TEST MOLD Figure 5 Provided by IHSNot for ResaleNo r

30、eproduction or networking permitted without license from IHS-,-A-A-59607 13 NOTE: 1. DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED. ADHERENCE TEST MOLD Figure 6 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-A-A-59607 14 NOTES: 1. DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED. BOND TEST FIXTURE Figure 7 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-