1、Designation: F1247 89 (Reapproved 2018)Standard Specification forIntrusion Resistant Generic Vault Structures1This standard is issued under the fixed designation F1247; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of la
2、st revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () 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 modifygener
3、ic 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 This
4、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 diffe
5、rent 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 an
6、d 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, orequipm
7、ent 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 pa
8、rentheses 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 conc
9、erns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety, health, andenvironmental practices and determine the applicability ofregulatory limitations prior to use.1.10 This international standard was developed in accor-dance with inte
10、rnationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A184
11、/A184M Specification for Welded Deformed Steel BarMats for Concrete ReinforcementA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA635/A635M Specification for Steel, Sheet and Strip,Heavy-Thickness Coils, Hot-Rolled, Alloy, Carbon,Structural, High-Strength
12、Low-Alloy, and High-StrengthLow-Alloy with Improved Formability, General Require-ments forF1090 Classification for Bank and Mercantile Vault Con-struction2.2 Underwriters Laboratories Inc. Standards:3ANSI/UL 608 Standard for Burglary Resistant Vault Doorsand Modular PanelsANSI/UL 680 Standard for Em
13、ergency Vault Ventilators andVault Ventilating Ports2.3 American Concrete Institute Standards:4ACI 318 Building Code Requirements for Reinforced Con-crete1This specification is under the jurisdiction of ASTM Committee F12 onSecurity Systems and Equipment and is the direct responsibility of Subcommit
14、teeF12.10 on Systems Products and Services.Current edition approved Sept. 1, 2018. Published October 2018. Originallyapproved in 1989. Last previous edition approved in 2011 as F1247 89 (2011).DOI: 10.1520/F1247-89R18.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact AS
15、TM 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), 333 Pfingsten Rd.,Northbrook, IL 60062-2096, http:/.4Available from American Concrete Institute
16、 (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094, http:/www.concrete.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standar
17、dization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 bar supportany facto
18、ry fabricated product, such aschairs, ladders, bolsters, and spacers, that are designed to hold,a 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 wit
19、h Classification F1090.3.1.3 componenta part of the enclosure.3.1.4 devicescomponents of a vault, except the 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 construc
20、ted ofintrusion resistant materials by which a passageway is closedor opened.3.3 emergency ventilatoran assembly 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 tw
21、o or more methods,procedures, materials, devices, and so forth, expected to givethe same average results.3.6 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 constructionmat
22、erials not protected by trademark registration.3.9 heating, ventilating, and air conditioning (HVAC)portan assembly constructed of intrusion-resistant materialsproviding an opening for the intake or exhaust of air.3.10 intrusion resistantconstructed to prevent a successfulpenetration by means and te
23、chniques as described in ANSI/UL608.3.11 manhole size openinga96in.2(620 cm2) opening,the smallest dimension 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
24、material, that are intendedfor assembly at the place of use and that are capable of beingdisassembled and 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 prefabrication
25、a generic vault constructed at a siteother than the location of its intended use.3.16 snap (form) tiesany 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, inte
26、nded for thesafekeeping of valuables, and sized to allow entry by at leastone person.3.18 vault ventilatorsee 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
27、walls, floor, and ceiling of a vault shall be formed orcomposed of materials without “true” joints or seams, 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 equival
28、ent intrusionresistance.4.3 The vault enclosure shall be classified in accordancewith Classification F1090 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) b
29、earing the label: “UnderwritersLaboratories Inc. Burglary Resistant Vault Door, Class M,”(see ANSI/UL 608).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: “UnderwritersLabo
30、ratories Inc. Burglary Resistant Vault Door, Class 1, (seeANSI/UL 608).4.3.3 Type 2 VaultConstruct Type 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 Vau
31、lt Door, Class 2,” (seeANSI/UL 608).4.3.4 Type 3 VaultConstruct Type 3 vault as follows:4.3.4.1 Use 27 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).
32、5. Materials and Manufacture5.1 The materials used in the construction of the vault shallmeet the minimum requirements as specified in 5.2 5.8.5.2 ConcreteConcrete shall develop an ultimate compres-sion strength of at least 4000 lb/in.2(4000 psi (281 kg/cm2) at28 days, in accordance with ACI 318.5.3
33、 Concrete ReinforcementConcrete used for the vaultshall be reinforced using the following materials:5.3.1 Deformed steel bars (see Specification A615/A615M),number five (#5) Imperial type or number fifteen (#15) metrictype (58 in. (16 mm) diameter, Grade 40), orF1247 89 (2018)25.3.2 Expanded steel b
34、ank vault mesh (see SpecificationA635/A635M), weighing at least 6 lb/ft2(30 kg/m2) andhaving a diamond pattern not more than 3 by 8 in. (8 by 20cm).5.4 Spacing between reinforcing grids within (horizontal)ceilings and floors shall be accomplished with the use of barsupports. The use of concrete bric
35、ks and blocks or other solidobjects shall be prohibited.5.5 Spacing between reinforcing grids in (vertical) wallsshall 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,
36、and shall not leave holes larger than 1 in. (25 mm) diameter inthe concrete surface.5.6 Conduit and Other PipingConduit 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 va
37、ult enclosure, in accordance withANSI/UL 608 and ANSI/UL 680.5.8 GroutGrout shall be a high-strength, 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
38、the vault enclosure as a building component shallnot diminish the intrusion resistance of the 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 horizon
39、tal rows in a wall shall becontinuous with or spliced to those in adjacent walls.6.2.2 In vault 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 flo
40、or shall be continuous with, orspliced to, the vertical rows in the walls.6.2.3 Expanded steel 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 th
41、e ceiling, floor,and adjacent walls.6.3 Type MConstruct the vault of reinforced concrete atleast 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
42、 The first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to the center line of the grid.6.3.1.2 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 11
43、2 in. (38 mm)short way of diamond (swd) from the first grid, as shown inFig. X3.2.6.3.2.1 The 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 1Co
44、nstruct the vault of reinforced concrete atleast 12 in. (30 cm) thick.6.4.1 Provide three grids 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 s
45、hall be 2 in. (5 cm) from the outer faceof the concrete as measured to the center line of the 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 expan
46、ded 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. X3.2.6.4.2.1 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 sha
47、ll be spaced 7 in. (18 cm) oncenter from the first grid.6.5 Type 2Construct the vault of reinforced 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 t
48、he preceding grid, asshown in Fig. X3.4.6.5.1.1 The first grid shall be 2 in. (5 cm) from the outer faceof the concrete as measured to the center line of the 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) o
49、n centerfrom the second grid.6.5.1.4 The fourth grid shall be spaced 5 in. (13 cm) oncenter from 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 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
