1、Designation: F1090 15Standard Classification forBank and Mercantile Vault Construction1This standard is issued under the fixed designation F1090; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number i
2、n parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This classification is for the use and guidance of thosewho purchase, design, construct, install, approve, or modifystorage vault enclosures, i
3、ntended for the protection of assetsagainst loss due to forced entry.1.2 This classification is a systematic arrangement of con-structed products, based on similar intrusion resistancecharacteristics, as derived from available test data.1.3 This classification does not address fire resistivity.1.4 T
4、his classification does not address the methods ofinterfacing vault components. Things such as tampernotification, intrusion detection, response timelines, or otherissues, typically forming a complete vault system, should beconsidered for inclusion.1.5 Nothing in this classification is intended to p
5、revent theuse of systems, methods, or devices that provide a level ofintrusion resistance equivalent to that prescribed herein.1.5.1 Any system, method, or device different from thatdetailed herein may be examined, in accordance with the intentof this standard, and if found equivalent, may be includ
6、ed.1.6 Nothing in this classification shall be construed toprohibit better or safer conditions than the requirementsspecified herein.1.7 Each standard designation cited shall be meant to be theedition in effect on the date this classification was published.1.8 A rationale is given in Appendix X1.NOT
7、E 1For more information on the construction of bank andmercantile vaults, refer to the following documents: ASTM SpecificationsA184/A184M, A615/A615M, A635/A635M, C33, C94/C94M, C150,C494/C494M, C618, C685/C685M;American Concrete Institute BuildingRequirements ACI 318, and American Welding Society S
8、tructural Weld-ing Code D 1.4.1.9 The values stated in inch-pound units are to be regardedas the standard. The values in parentheses are given forinformation only.2. Referenced Documents2.1 ASTM Standards:2A184/A184M Specification for Welded Deformed Steel BarMats for Concrete ReinforcementA615/A615
9、M 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 Low-Alloy, and High-StrengthLow-Alloy with Improved Formability, General Require-ments for
10、A820/A820M Specification for Steel Fibers for Fiber-Reinforced ConcreteC33 Specification for Concrete AggregatesC39/C39M Test Method for Compressive Strength of Cylin-drical Concrete SpecimensC94/C94M Specification for Ready-Mixed ConcreteC150 Specification for Portland CementC494/C494M Specificatio
11、n for Chemical Admixtures forConcreteC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC685/C685M Specification for Concrete Made by Volumet-ric Batching and Continuous MixingC1116 Specification for Fiber-Reinforced Concrete andShotcrete2.2 Underwriters Labor
12、atories Standards:3UL 608 Burglary-Resistant Vault Doors and Modular PanelsUL 680 Emergency Vault Ventilators and Vault VentilatingPorts2.3 American Concrete Institute Document:4ACI 318 Building Code Requirements for Reinforced Con-crete2.4 American Welding Society Document:5D 1.4 Structural Welding
13、 Code Reinforcing Steel1This classification is under the jurisdiction of ASTM Committee F12 onSecurity Systems and Equipmentand is the direct responsibility of SubcommitteeF12.10 on Systems Products and Services.Current edition approved Jan. 15, 2015. Published January 2015. Originallyapproved in 19
14、87. Last previous edition approved in 2006 as F1090 06. DOI:10.1520/F1090-15.2For referenced ASTM standards, visit 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 ont
15、he ASTM website.3Available from Underwriters Laboratories (UL), Corporate Progress, 333Pfingsten Rd., Northbrook, IL 60062.4Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333.5Available from American Welding Society (AWS), 550 NW LeJeune Rd.,Miami, FL 33126.Co
16、pyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 alternate constructiona substitute method of fabri-cation.3.1.2 classificationa systematic rating of products basedon
17、 testing, according to approved criteria.3.1.3 emergency ventilatora device constructed ofintrusion-resistant materials for the introduction of fresh air.3.1.4 equivalenta term applied to two or more methods,procedures, materials, devices, etc., expected to give the sameaverage results.3.1.5 generic
18、 constructioncommonly available construc-tion materials not protected by trademark registration.3.1.6 heating, ventilating, and air conditioning (HVAC)porta device constructed of intrusion-resistant materialsproviding an opening for intake or exhaust of air.3.1.7 intrusion-resistantconstructed to pr
19、event a success-ful penetration by means and techniques as described in UL608.3.1.8 manhole size openinga 96-in.2(620-cm2) opening,the smallest dimension of which is not less than 6 in. (15 cm).3.1.9 modular panelwall, floor, or ceiling components,manufactured of intrusion-resistant material, intend
20、ed for as-sembly at the place of use, and capable of being disassembledand relocated.3.1.10 vaultan intrusion-resistant enclosure, intended forthe safekeeping of valuables, and sized to allow entry by atleast one person.3.1.11 vault doora movable barrier assembly constructedof intrusion-resistant ma
21、terials by which a passageway isclosed or opened.4. Significance and Use4.1 This classification is meant to be a guide for theselection of a vault.4.2 This classification is intended to assist users in availingthemselves of various prefabricated and generically con-structed products, while maintaini
22、ng continuity in the selectedintrusion-resistance level.4.3 This classification is not meant to recommend or preferthe use of any single product or any type level, or itsapplication.5. Basis of Classification5.1 The vault shall be rated as a unit and that rating shall bedetermined by the component h
23、aving the lowest classification.5.2 Components of a building shall not be used as part of thevault unless constructed to provide the equivalent intrusionresistance.5.3 Vaults shall be classified into four (five) types: Type M,Type 1, Type 2, Type 3 (refer to Fig. 1), and Type F.5.3.1 Type M VaultTyp
24、e M vault shall be constructedusing:5.3.1.1 Nine-inch (23-cm) reinforced concrete, as specifiedin 5.4.1 and 5.4.2,or5.3.1.2 Modular panels bearing the label “Class M” from anindependent, third party, accredited testing laboratory, and5.3.1.3 Vault door(s) bearing the label “Class M” from anindepende
25、nt, third party, accredited testing laboratory,5.3.2 Type 1 VaultType 1 vault shall be constructed using:5.3.2.1 Twelve-inch (30-cm) reinforced concrete, as speci-fied in 5.4.1 and 5.4.2,or5.3.2.2 Modular panel bearing the label “Class 1” from anindependent, third party, accredited testing laborator
26、y, and5.3.2.3 Vault door(s) bearing the label “Class 1” from anindependent, third party, accredited testing laboratory.5.3.3 Type 2 VaultType 2 vault shall be constructed using:5.3.3.1 Eighteen-inch (46-cm) reinforced concrete, as speci-fied in 5.4.1 and 5.4.2,or5.3.3.2 Modular panel bearing the lab
27、el “Class 2” from anindependent, third party, accredited testing laboratory, and5.3.3.3 Vault door(s) bearing the label “Class 2” from anindependent, third party, accredited testing laboratory.5.3.4 Type 3 VaultType 3 vault shall be constructed using:5.3.4.1 Twenty-seven-inch (68-cm) reinforced conc
28、rete, asspecified in 5.4.1 and 5.4.2,or5.3.4.2 Modular panel bearing the label: “Class 3” from anindependent, third party, accredited testing laboratory, and5.3.4.3 Vault door(s) bearing the label: “Class 3” from anindependent, third party, accredited testing laboratory.5.3.5 Type F VaultType F vaul
29、t shall be constructed using:5.3.5.1 9-in. (23-cm) fiber reinforced concrete, as specifiedin 5.4.3 and 5.4.4,or5.3.5.2 Modular panel bearing the label “Class F” from anindependent, third party, accredited testing laboratory, and5.3.5.3 Vault door(s) bearing the label “Class F” from anindependent, th
30、ird party, accredited testing laboratory.NOTE 2There is no Class F rating established in UL 608. The F Classis expected to meet the requirements of Class M because the volumetricsteel contents are similar and modular designs of fibrous concrete arecurrently marketed for this level of resistance.5.4
31、Generic Vault Construction:5.4.1 Concrete used in vaults Type M, 1, 2, and 3 shall bereinforced using:5.4.1.1 Deformed steel bars, Number Five Imperial Type orNumber Fifteen Metric type (58-in. (16-mm) diameter, aminimum of Grade 40), placed in horizontal and vertical rows,in each direction, to form
32、 a grid not more than 4 in. (10 cm) oncenter, or5.4.1.2 Expanded steel mesh weighing at least 6 lb/ft2(30kg/m2) having a diamond pattern not more than 3 by 8 in. (8 by20 cm), placed parallel to the face of the slab.5.4.1.3 Grids of either reinforcing material shall be locatednot less than 4 in. (10
33、cm) apart, shall be offset in twodirections in the same plane (refer to Fig. 2), and shall beplaced as stated in Table 1.5.4.2 Concrete used in vaults Types M, 1, 2, and 3 shall havea minimum 28-day compressive strength of 4000 psi (27.6MPa), as tested in accordance with the requirements of TestMeth
34、od C39/C39M.F1090 1525.4.3 Concrete used in vaults Type F shall meet the require-ments of Specification C1116 and shall have a minimum28-day compressive strength of 5000 psi (34.5 MPa) as testedin accordance with the requirements of Test Method C39/C39M.5.4.4 Fiber reinforcement shall meet the requi
35、rements ofType I or Type V steel fibers in Specification A820/A820M,and shall be proportioned in the concrete at a minimum of 2 %by volume (265 lb/yd3or 156 kg/m3).5.5 Permissible Opening:5.5.1 Vault shall be invalidated by any opening in thestructure, except for:5.5.1.1 Doors, as specified in 5.3.1
36、.3, 5.3.2.3, 5.3.3.3,5.3.4.3,or5.3.5.3.5.5.1.2 Underwriters Laboratories, Inc. listed emergencyventilators or ventilating (HVAC) ports.5.5.1.3 Individual conduit when used in genericconstruction, shall not exceed 112 in. (38 mm) in diameter.Multiple conduit entries and exits shall not be within 18 i
37、n. (46cm) of each other. Conduit penetrating the vault shall have atleast two bends. Entry in the outer face shall be offset from exitin the inner face by a distance in the plane of the vault surfaceat least equal to the thickness of the component it penetrates.5.5.2 Vault resistance levels shall be
38、 invalidated by theinstallation of any door, ventilator, or port whose manufactur-ers specified installation instructions have not been followed.6. Keywords6.1 asset protection; bank vault; forced entry; intrusionresistance; mercantile vault; steel fibers; storage vault; vaultenclosureFIG. 1 Bank an
39、d Mercantile Vault Construction ClassificationF1090 153APPENDIX(Nonmandatory Information)X1. RATIONALEX1.1 Determination as to intrusion resistance is based uponthe criteria for testing as detailed in UL Standard 608 (ThirdEdition), and Standard 680.X1.2 Testing procedures were performed on a repres
40、enta-tive sample using two basic techniques. First, a portable coringmachine equipped with diamond embedded matrix bit core wasused to drill a manhole size opening through the sample.Second, electric hammers, acetylene cutting torch, and varioushand tools were used, in combination, to create a manho
41、le sizeopening through an untouched portion of the sample.X1.3 Actual testing was restricted to one test team, consist-ing of two skilled operators and one non-participating assistant.X1.4 Testing procedures recorded net working time, whichis only the time during which the attack is actively in prog
42、ress.FIG. 2 Grid PatternsTABLE 1 Placement of GridsClassTypeThickness ofConcreteMinimumNumberof GridsforDeformedBarsMinimumNumberof GridsforExpandedSteelM at least 9 in. (22.9 cm) 2 21 at least 12 in. (30.5 cm) 3 22 at least 18 in. (45.7 cm) 4 33 at least 27 in. (68.6 cm) 5 4F not applicable n/a n/a
43、F1090 154ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such ri
44、ghts, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additiona
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