ASTM F1247-1989(2005) Standard Specification for Intrusion Resistant Generic Vault Structures《一般拱形结构的抗侵入性的标准规范》.pdf

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1、Designation: F 1247 89 (Reapproved 2005)Standard Specification forIntrusion Resistant Generic Vault Structures1This standard is issued under the fixed designation F 1247; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of

2、last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification is for the use and guidance of thosewho purchase, design, construct, install, approve, or modifyge

3、neric vault structures intended for protection of valuablesagainst loss due to forced entry.1.2 This specification includes the descriptions of terms,classifications, materials, practices, and methods to be fol-lowed in constructing, fabricating, or modifying intrusionresistant generic vaults.1.3 Th

4、is specification does not address fire resistivity, nordoes it address modular panels.1.4 This specification is not intended to prevent the use ofsystems, methods, or devices that provide a level of intrusionresistance equivalent or better than that prescribed herein. Anysystem, method, or device di

5、fferent from that detailed hereinmay be examined, in accordance with the intent of thisspecification, and if found to be equivalent or better, may beincluded.1.5 Nothing in this specification shall be construed toprohibit better or safer conditions than the requirementsspecified herein.1.6 Materials

6、 and construction details outlined in this speci-fication are intended to detail protective requirements neces-sary to achieve the required level of intrusion resistance, andare not intended to address structural soundness or operationalfitness, areas for which the project engineer, architect, orequ

7、ipment supplier are responsible.1.7 Each referenced document cited in Section 2 shall bemeant to be the edition in effect on the date this specificationwas published.NOTE 1A rationale is given in Appendix X1.1.8 The values stated in inch-pound units are to be regardedas standard. The values given in

8、 parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.9 The following precautionary statement pertains to thetest method portion only, Section 9, of this specification: Thisstandard does not purport to address all of the safety c

9、oncerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2A 184/A184M Specification for Fabricate

10、d Deformed SteelBar Mats for Concrete ReinforcementA 615 Specification for Deformed and Plain Billet-SteelBars for Concrete ReinforcementA 635/A 635M Specification for Steel, Sheet and Strip,Heavy-Thickness Coils, Hot-Rolled, Carbon, Structural,High-Strength Low-Alloy, and High-Strength Low-Alloywit

11、h Improved Formability, General Requirements forF 1090 Classification for Bank and Mercantile Vault Con-struction2.2 Underwriters Laboratories Inc. Standards:3ANSI/UL608 Standard for Burglary Resistant Vault Doorsand Modular PanelsANSI/UL680 Standard for Emergency Vault Ventilators andVault Ventilat

12、ing Ports2.3 American Concrete Institute Standards:4ACI 318 Building Code Requirements for Reinforced Con-crete3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 bar supportany factory fabricated product, such aschairs, ladders, bolsters, and spacers, that are designed to hold,a

13、specific distance apart, deformed steel bars and expandedsteel bank vault mesh in preparation for concrete pouring.3.1.2 classificationa systematic rating of products, basedon testing, in accordance with Classification F 1090.1This specification is under the jurisdiction of ASTM Committee F12 onSecu

14、rity Systems and Equipment and is the direct responsibility of SubcommitteeF12.10 on Systems Products and Services.Current edition approved May 1, 2005. Published May 2005. Originallyapproved in 1989. Last previous edition approved in 1996 as F 1247 89 (1996)e1.2For referenced ASTM standards, visit

15、the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Underwriters Laboratories (UL), Corporate Progress, 333Pfingsten Rd., Northbrook, I

16、L 60062.4Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.1.3 componenta part of the enclosure.3.1.4 devicescomponents of a vault, except the

17、 walls,floor, and ceiling, that are integral parts of the vault, such asdoors, emergency ventilators, or transfer systems, or all of theabove.3.2 door, vaulta movable barrier assembly constructed ofintrusion resistant materials by which a passageway is closedor opened.3.3 emergency ventilatoran asse

18、mbly constructed ofintrusion-resistant materials for the introduction of fresh air.3.4 enclosureto include the walls, floor, ceiling, anddevices of the vault.3.5 equivalenta term applied to two or more methods,procedures, materials, devices, and so forth, expected to givethe same average results.3.6

19、 fasteningthe connection or attachment, or both, of adevice within its intended opening.3.7 forced entryan entry by destructive means.3.8 generic constructioncommonly available constructionmaterials not protected by trademark registration.3.9 heating, ventilating, and air conditioning (HVAC)portan a

20、ssembly constructed of intrusion-resistant materialsproviding an opening for the intake or exhaust of air.3.10 intrusion resistantconstructed to prevent a success-ful penetration by means and techniques as described inANSI/UL 608.3.11 manhole size openinga 96 in.2(620 cm2) opening, thesmallest dimen

21、sion of which is not less than 6 in. (15 cm).3.12 modifyany change in the design or construction of avault.3.13 modular panelwall, floor, or ceiling components,manufactured of intrusion resistant material, that are intendedfor assembly at the place of use and that are capable of beingdisassembled an

22、d relocated.3.14 monolithican enclosure formed or composed of ma-terials without “true” joints or seams, excepting “cold” con-crete seams necessitated by construction technique.3.15 prefabricationa generic vault constructed at a siteother than the location of its intended use.3.16 snap (form) tiesan

23、y factory-fabricated adjustable-length snap off or removable metal tie designed to prevent formdeflection and spalling concrete surfaces on removal.3.17 vaultan intrusion resistant enclosure, intended forthe safekeeping of valuables, and sized to allow entry by atleast one person.3.18 vault ventilat

24、orsee emergency ventilator.3.19 wallssee enclosure.4. Classification4.1 The vault shall be rated as a unit and that rating shall bedetermined by the component having the lowest classification.The walls, floor, and ceiling of a vault shall be formed orcomposed of materials without “true” joints or se

25、ams, with theexception of “cold” concrete seams necessitated by construc-tion technique.4.2 Components of a building shall not be used as part of thevault unless constructed to provide the equivalent intrusionresistance.4.3 The vault enclosure shall be classified in accordancewith Classification F 1

26、090 as Type M, Type 1, Type 2, or Type3.4.3.1 Type M VaultConstruct Type M vault as follows:4.3.1.1 Use 9 in. (23 cm) reinforced concrete, as specified in6.3-6.3.2.2, and4.3.1.2 Use vault door(s) bearing the label: “UnderwritersLaboratories Inc. Burglary Resistant Vault Door, Class M,”(see ANSI/UL 6

27、08).4.3.2 Type 1 VaultConstruct Type 1 vault as follows:4.3.2.1 Use 12 in. (30 cm) reinforced concrete, as specifiedin 6.4-6.4.2.2, and4.3.2.2 Use vault door(s) bearing the label: “UnderwritersLaboratories Inc. Burglary Resistant Vault Door, Class 1, (seeANSI/UL 608).4.3.3 Type 2 VaultConstruct Type

28、 2 vault as follows:4.3.3.1 Use 18 in. (46 cm) reinforced concrete, as specifiedin 6.5-6.5.2.3, and4.3.3.2 Use vault door(s) bearing the label: “UnderwritersLaboratories Inc. Burglary Resistant Vault Door, Class 2,” (seeANSI/UL 608).4.3.4 Type 3 VaultConstruct Type 3 vault as follows:4.3.4.1 Use 27

29、in. (68 cm) reinforced concrete as specifiedin 6.6-6.6.2.4, and4.3.4.2 Use vault door(s) bearing the label: “UnderwritersLaboratories Inc. Burglary Resistant Vault Door, Class 3,” (seeANSI/UL 608).5. Materials and Manufacture5.1 The materials used in the construction of the vault shallmeet the minim

30、um requirements as specified in 5.2-5.8.5.2 ConcreteConcrete shall develop an ultimate compres-sion strength of at least 4000 lbs/in.2(4000 psi (281 kg/cm2)at 28 days, in accordance with ACI 318.5.3 Concrete ReinforcementConcrete used for the vaultshall be reinforced using the following materials:5.

31、3.1 Deformed steel bars, (see Specification A 615/A 615M), number five (#5) Imperial type or number fifteen(#15) metric type (58 in. (16 mm) diameter, Grade 40), or5.3.2 Expanded steel bank vault mesh, (see SpecificationA 635/A 635) weighing at least 6 lbs/ft2(30 kg/m2) and havinga diamond pattern n

32、ot more than 3 by 8 in. (8 by 20 cm).5.4 Spacing between reinforcing grids within (horizontal)ceilings and floors shall be accomplished with the use of barsupports. The use of concrete bricks and blocks or other solidobjects shall be prohibited.5.5 Spacing between reinforcing grids in (vertical) wal

33、lsshall be accomplished by wire tieing-off to spacers or snap ties.The portion of the tie remaining within the concrete afterremoval shall be 1 to 112 in. (25 to 38 mm) inside the concrete,and shall not leave holes larger than 1 in. (25 mm) diameter inthe concrete surface.5.6 Conduit and Other Pipin

34、gConduit and other pipingshall be rigid and uninterrupted, and shall not exceed 112 in.(38 mm), outside diameter.5.7 Devices shall have, as a minimum, the equivalentclassification as the vault enclosure, in accordance with ANSI/UL 608 and ANSI/UL 680.F 1247 89 (2005)25.8 GroutGrout shall be a high-s

35、trength, non-shrink,epoxy-based patching material, at least fifty percent (50 %)greater in strength (psi) to the concrete used in the vaultenclosure.6. Dimensions, Mass, and Permissible Variations6.1 Use of the vault enclosure as a building component shallnot diminish the intrusion resistance of the

36、 vault.6.2 GridsPlace deformed steel bars as follows:6.2.1 In vault walls, space 4 in. (10 cm) on center inhorizontal and vertical rows, that are parallel to the faces of thewall, to form a grid. The horizontal rows in a wall shall becontinuous with or spliced to those in adjacent walls.6.2.2 In vau

37、lt floors and ceilings, space 4 in. (10 cm) oncenter in horizontal rows, that are perpendicular to each otherand parallel to the faces of the ceiling or floor, to form a grid.The grids in the ceiling and floor shall be continuous with, orspliced to, the vertical rows in the walls.6.2.3 Expanded stee

38、l bank vault mesh shall be placedparallel to the face of the wall, floor, or ceiling. The grids ofexpanded steel mesh in the walls shall be continuous with orspliced to the grids of expanded steel mesh in the ceiling, floor,and adjacent walls.6.3 Type MConstruct the vault of reinforced concrete atle

39、ast 9 in. (23 cm) thick.6.3.1 Provide two grids of reinforcing bars in a staggeredmanner with the second grid offset 2 in. (5 cm) on center in twodirections from the first grid, as shown in Fig. X3.1.6.3.1.1 The first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to the c

40、enter line of the grid.6.3.1.2 The second grid shall be spaced 5 in. (13 cm) oncenter from the first grid; or6.3.2 Provide two grids of expanded steel mesh in astaggered manner with the second grid offset 112 in. (38 mm)short way of diamond (swd) from the first grid, as shown inFig. X3.2.6.3.2.1 The

41、 first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to the center line of the grid.6.3.2.2 The second grid shall be spaced 5 in. (13 cm) oncenter from the first grid.6.4 Type 1Construct the vault of reinforced concrete atleast 12 in. (30 cm) thick.6.4.1 Provide three gri

42、ds of reinforcing bars in a staggeredmanner with successive grids offset 113 in. (33 mm) on centerin the same two directions as the offset on the preceding grid,as shown in Fig. X3.3.6.4.1.1 The first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to the center line of the

43、 grid.6.4.1.2 The second grid shall be spaced 4 in. (10 cm) oncenter from the first grid.6.4.1.3 The third grid shall be spaced 4 in. (10 cm) on centerfrom the second grid; or6.4.2 Provide two grids of expanded steel mesh in astaggered manner with the second grid offset 112 in. (38 mm)short way of d

44、iamond (swd) from the first grid, as shown inFig. X3.2.6.4.2.1 The first grid shall be 212 in. (6 cm) from the outerface of the concrete as measured to the center line of the grid.6.4.2.2 The second grid shall be spaced 7 in. (18 cm) oncenter from the first grid.6.5 Type 2Construct the vault of rein

45、forced concrete atleast 18 in. (6 cm) thick.6.5.1 Provide four grids of reinforcing bars in a staggeredmanner with successive grids offset 1 in. (25 mm) on center inthe same two directions as the offset on the preceding grid, asshown in Fig. X3.4.6.5.1.1 The first grid shall be 2 in. (5 cm) from the

46、 outer faceof the concrete as measured to the center line of the grid.6.5.1.2 The second grid shall be spaced 5 in. (13 cm) oncenter from the first grid.6.5.1.3 The third grid shall be spaced 4 in. (10 cm) on centerfrom the second grid.6.5.1.4 The fourth grid shall be spaced 5 in. (13 cm) oncenter f

47、rom the third grid; or6.5.2 Provide three grids of expanded steel mesh in astaggered manner with successive grids offset 1 in. (25 mm)short way of diamond (swd) from the adjacent grid, as shownin Fig. X3.5.6.5.2.1 The first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to

48、 the center line of the grid.6.5.2.2 The second grid shall be spaced 7 in. (18 cm) oncenter from the first grid.6.5.2.3 The third grid shall be spaced 7 in. (18 cm) on centerfrom the second grid.6.6 Type 3Construct the vault of reinforced concrete atleast 27 in. (69 cm) thick.6.6.1 Provide five grid

49、s of reinforcing bars in a staggeredmanner with successive grids offset45 in. (2 cm) on center inthe same two directions as the offset on the preceding grid, asshown in Fig. X3.6.6.6.1.1 The first grid shall be 2 in. (5 cm) from the outer faceof the wall as measured to the center line of the grid.6.6.1.2 The second grid shall be spaced 512 in. (14 cm) oncenter from the first grid.6.6.1.3 The third grid shall be spaced 6 in. (15 cm) on centerfrom the second grid.6.6.1.4 The fourth grid shall be spaced 6 in. (15 cm) oncenter from the thir