ASTM E1783-1996(2009) Standard Specification for Preformed Architectural Strip Seals for Buildings and Parking Structures《建筑物和停车场建筑的预制结构密封带的标准规范》.pdf

《ASTM E1783-1996(2009) Standard Specification for Preformed Architectural Strip Seals for Buildings and Parking Structures《建筑物和停车场建筑的预制结构密封带的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM E1783-1996(2009) Standard Specification for Preformed Architectural Strip Seals for Buildings and Parking Structures《建筑物和停车场建筑的预制结构密封带的标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E1783 96 (Reapproved 2009)Standard Specification forPreformed Architectural Strip Seals for Buildings andParking Structures1This standard is issued under the fixed designation E1783; the number immediately following the designation indicates the year oforiginal adoption or, in the case

2、of revision, the year of last 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 covers the physical requirements forthe fully cured elastomeric alloy and

3、the movement capabilitiesof preformed architectural compression seals used for sealingexpansion joints in buildings and parking structures. Thepreformed architectural strip seal is an elastomeric extrusion.This extrusion is either a membrane or tubular having aninternal baffle system produced contin

4、uously and longitudi-nally throughout the material. These extrusions are secured inor over a joint by locking rails or an end dam nosing material.The architectural strip seal is compressed and expanded by thismechanical or chemical attachment.NOTE 1Movement capability is defined in Test Method E1399

5、.1.2 This specification covers all colors of architectural stripseals.NOTE 2The products described in this specification are manufacturedfrom thermoplastic elastomers defined as “fully cured elastomeric alloys”in Test Method D5048.1.3 The values stated in SI units are to be regarded asstandard. The

6、values given in parentheses are mathematicalconversions to inch-pound units that are provided for informa-tion only and are not considered standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this st

7、andard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D395 Test Methods for Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermo-plastic ElastomersTen

8、sionD471 Test Method for Rubber PropertyEffect of LiquidsD518 Test Method for Rubber DeteriorationSurfaceCracking3D573 Test Method for RubberDeterioration in an AirOvenD624 Test Method for Tear Strength of Conventional Vul-canized Rubber and Thermoplastic ElastomersD746 Test Method for Brittleness T

9、emperature of Plasticsand Elastomers by ImpactD792 Test Methods for Density and Specific Gravity (Rela-tive Density) of Plastics by DisplacementD865 Test Method for RubberDeterioration by Heating inAir (Test Tube Enclosure)D1052 Test Method for Measuring Rubber DeteriorationCut Growth Using Ross Fle

10、xing ApparatusD1149 Test Methods for Rubber DeteriorationCrackingin an Ozone Controlled EnvironmentD2000 Classification System for Rubber Products in Auto-motive ApplicationsD2240 Test Method for Rubber PropertyDurometerHardnessD3183 Practice for RubberPreparation of Pieces for TestPurposes from Pro

11、ductsD5048 Test Method for Measuring the Comparative Burn-ing Characteristics and Resistance to Burn-Through ofSolid Plastics Using a 125-mm FlameE577 Guide for Dimensional Coordination of RectilinearBuilding Parts and SystemsE631 Terminology of Building ConstructionsE1399 Test Method for Cyclic Mov

12、ement and Measuringthe Minimum and Maximum Joint Widths of ArchitecturalJoint Systems3. Terminology3.1 Definitions: Terms defined in Terminology E631 willprevail for terms not defined in this document.1This specification is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and

13、is the direct responsibility of Subcommittee E06.21on Serviceability.Current edition approved Nov. 1, 2009. Published January 2010. Originallyapproved in 1996. Last previous edition approved in 2005 as E1783 96 (2005).DOI: 10.1520/E1783-96R09.2For referenced ASTM standards, visit the ASTM website, w

14、ww.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.3Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM Interna

15、tional, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.1.1 architectural strip seala preformed membrane ortubular extrusion, manufactured from a fully cured elastomericalloy, having flanges or other means of mechanically orchemically securing it.3.1.1.1 Discuss

16、ionJoint is defined in Guide E577.4. Materials and Manufacture4.1 The architectural strip seal shall be a preformed extru-sion manufactured from a fully cured elastomeric alloy. Thisalloy shall be classified under Classification D2000.5. Physical Requirements5.1 The fully cured elastomeric alloy sup

17、plied in plaqueform shall conform to the material requirements prescribed inTable 1.5.2 The finished architectural joint seal shall conform to thematerial requirements prescribed in Table 2.5.3 The movement capabilities shall be established usingTest Method E1399.6. Dimensions, Mass, and Permissible

18、 Variations6.1 The size, shape, internal structure, and tolerances shallbe as agreed upon by the purchaser and the producer orsupplier.7. Workmanship, Color, and Appearance7.1 The architectural strip seal shall be free of defects inworkmanship. Defects in the extrusion consist of the follow-ing:7.1.

19、1 Holes,7.1.2 Air bubbles, and7.1.3 Parts not conforming to 6.1.7.2 The cross section of the seal shall be as agreed upon bythe purchaser and the producer or supplier.7.3 The color of the seal shall be as agreed upon by thepurchaser and the producer or supplier.8. Specimen Preparation8.1 Maintain la

20、boratory at a temperature of 23 6 2C(73 6 4F).8.2 Maintain laboratory at a relative humidity of 50 6 5%.8.3 Test Plaque Specimens:8.3.1 Use equipment in accordance with Annex A1.8.3.2 Produce 20 quality assurance test plaques in accor-dance with Annex A2.8.4 Strip Seal Specimens:8.4.1 Cut all test s

21、pecimens from the architectural strip sealsample. Except as otherwise specified in the applicable speci-fications or test methods given in Table 2, prepare the testspecimens in accordance with the requirements of PracticeD3183.8.4.2 Prepare the test specimens for determining tensilestrength and elon

22、gation using Die C (Test Methods D412)orDie D when the flat sections of a seal are too small for Die C.However, the requirements of Table 2 shall apply regardless ofthe die used.8.4.3 The grain or flow pattern for all specimens preparedfor tensile strength and elongation testing (Test Methods D412)s

23、hall be parallel to the length of the die.8.4.4 Prepare the test specimens for ozone resistance inaccordance with Procedure A of Test Method D518, and wipethem with toluene before testing to remove surface contami-nation.8.4.5 The grain or flow pattern for all specimens preparedfor tear resistance t

24、esting (Test Method D624) shall be perpen-dicular to the length of the die.9. Significance and Use9.1 Architectural strip seals included in this specificationshall be those:9.1.1 Extruded as a membrane,9.1.2 Extruded as tubular,9.1.3 With frames,9.1.4 With flanges mechanically secured,9.1.5 With fla

25、nges chemically secured,9.1.6 Used in interior or exterior applications, and9.1.7 Used in any construction of the building.9.2 This specification will give users, producers, buildingofficials, code authorities, and others a basis for verifyingmaterial and performance characteristics of representativ

26、especimens under common test conditions. This specificationwill produce data on the following:9.2.1 The physical properties of the fully cured elastomericalloy, and9.2.2 The movement capability in relation to the nominaljoint width as defined under Test Method E1399.9.3 This specification compares s

27、imilar architectural stripseals but is not intended to reflect the systems application.“Similar” refers to the same type of architectural strip sealwithin the same subsection under 9.1.9.4 This specification does not provide information on thefollowing:TABLE 1 Requirements for Fully Cured Elastomeri

28、c Alloy Injection Molded PlaquesPropertyRequirementTest MethodType I Type II Type III Type IV Type V Type VITensile strength, min, MPa (psi) 13.8 (2000) 9.7 (1400) 7.2 (1050) 6.0 (870) 5.8 (850) 5.8 (850) D412Elongation at break, min,% 500 460 380 350 340 340 D412Hardness, Type A durometer, points (

29、5 s delay) 87 6 3806 3736 3706 3676 3646 3 D2240Relative density 23C (73F) 0.95 6 0.02 0.96 6 0.02 0.97 6 0.02 0.97 6 0.02 0.97 6 0.02 0.97 6 0.02 D792100 % Modulus, min, MPa (psi) 6.1 (890) 3.8 (550) 2.8 (400) 2.2 (320) 1.9 (280) 1.9 (280) D412Mass gain, max %, (24 h at 121C (23F) ASTMNo. 3 Oil)60

30、75 80 90 95 95 D471E1783 96 (2009)29.4.1 Durability of the architectural strip seal under actualservice conditions, including the effects of cycled temperatureon the strip seal;9.4.2 Loading capability of the system and the effects of aload on the functional parameters established by this specifi-ca

31、tion;9.4.3 Shear and rotational movements of the specimen;9.4.4 Any other attributes of the specimen, such as fireresistance, wear resistance, chemical resistance, air infiltration,watertightness, and so forth; andNOTE 3This specification addresses fully cured elastomeric alloys.Test Methods D395, D

32、573, D1052, and D1149 are tests better suited forevaluating thermoset materials.9.4.5 Testing or compatibility of substrates.9.5 This specification is intended to be used as only oneelement in the selection of an architectural strip seal for aparticular application. It is not intended as an independ

33、ent passor fail acceptance procedure. Other standards shall be used inconjunction with this specification to evaluate the importanceof other service conditions such as durability, structural load-ing, and compatibility.10. Sampling10.1 The fully cured elastomeric alloy injection moldedplaques shall

34、be sampled and tested to determine materialconformance to Table 1.10.2 The finished part shall also be sampled and tested todetermine whether the part conforms to the material require-ments given in Table 2, tolerances, design, and the producersfunctional parameters in accordance with Test Method E1

35、399.10.3 A lot of material shall consist of the following quantityfor each:10.3.1 A specified mass. Sample each lot.10.3.2 A cross section. Sample each lot.10.4 Obtain samples by one of the following methods:10.4.1 Take samples provided by the producer.10.4.2 Take samples at random from each shipmen

36、t.10.5 A sample constitutes a minimum as required to per-form the tests but not less than the following:10.5.1 23 kg (50 lb) of the fully cured elastomeric alloy inpellet form.10.5.2 2.8 m (9 lf) of each specific size and cross section ofthe finished part.11. Test Methods11.1 Determine compliance of

37、 the fully cured elastomericalloy injection molded plaques with the requirements of Table1 by conducting the tests in accordance with the test methodsspecified.11.2 Determine compliance of the architectural strip sealmaterial with the requirements of Table 2 by conducting thetests in accordance with

38、 the test methods specified.11.3 Determine compliance with the manufacturers perfor-mance data by conducting tests in accordance with TestMethod E1399.12. Acceptance12.1 The acceptance of the architectural strip seal shall bebased on one or more of the following procedures, whenspecified by the purc

39、haser:12.1.1 When specified in the purchase order or contract, thepurchaser shall be furnished certification that samples repre-senting each lot have been either tested or inspected, or both,as directed in this specification and that the requirements havebeen met. When specified in the purchase orde

40、r or contract, areport of the test results from Table 1 and Table 2 shall befurnished.12.1.2 When specified in the purchase order or contract,certified test results shall be provided by an independent testingagent.12.1.3 Testing by the purchaser of any or all properties shallbe in accordance with th

41、e provisions of this specification. Theresults shall be accompanied by a statement from an indepen-dent testing agent certifying that the material has beensampled, tested, and inspected in accordance with the provi-sions of this specification.13. Product Marking13.1 The architectural strip seals sha

42、ll be packaged forshipment in containers or on spools or pallets marked clearlywith the name of the producer or supplier, or both, size of theseal, lot number, ASTM specification numbers, and date ofmanufacture.14. Keywords14.1 architectural; buildings; joints; parking structures;seals; strip sealsT

43、ABLE 2 Material Requirements for Architectural Strip SealsPropertyRequirementTest MethodType I Type II Type III Type IV Type V Type VITensile strength, min, MPa (psi) 13.8 (2000) 9.7 (1400) 7.2 (1050) 6.0 (870) 5.8 (850) 5.8 (850) D412Elongation at break, min,% 500 460 380 350 340 340 D412Hardness,

44、Type A durometer, points (5 s delay) 87 6 3806 3736 3706 3676 3646 3 D2240Ozone resistance 1 ppm 100 h at 40C (104F)73 magnificationno cracks no cracks no cracks no cracks no cracks no cracks D792Compression set, % max, 22 h at 100C (212F) 45 40 38 35 35 35 D412Compression set, % max, 70 h at 100C (

45、212F) 50 45 43 40 40 40 D471Heat aging, 70 h at 100C (212F) change in: D865Hardness, Shore A, max, points (5 s delay) 333333Ultimate tensile strength max, % loss 555555Ultimate elongation max, % lossTear resistance, min, N/mm (lb/in.) 45 (257) 30 (171) 20 (114) 20 (114) 20 (114) 20 (114) D624Brittle

46、ness temperature, min, C (F) 61 (78) 62 (80) 60 (76) 56 (69) 63 (81) 63 (81) D746Water absorption, max, % loss/gain 556677 D471E1783 96 (2009)3ANNEXES(Mandatory Information)A1. EQUIPMENT NECESSARY TO PRODUCE THE TEST PLAQUESA1.1 Injection Molder, with 1330 kN (150 tons) of clamp-ing force, 170 to 22

47、5 g (6 to 8 oz) maximum shot size, a 45 mm(1.8 in.) screw diameter, a screw length to diameter (L/D) ratioof 61 to 1 through 19 to 1, a maximum injection pressure of145 MPa (21 000 psi) minimum, and the capability of settingan initial injection timer to 0.01 s accuracy.A1.2 Mold Temperature Control

48、Equipment.A1.3 Two-Cavity Mold, capable of molding two 120 by 80by 3 mm (4.625 by 3.25 by 0.125 in.) test plaques simulta-neously.A1.4 Heat-Resistant Gloves.A1.5 Side Cutters, to remove runners and sprue.A2. PLAQUE PROCESSINGA2.1 Use the following procedure when processingplaques:A2.2 Have the equip

49、ment calibrated at least once per yearby the equipment manufacturer or its authorized service agent.A2.3 Set the barrel temperature controllers, the cycletimers, and pressures in accordance with Table A2.1 and TableA2.2.A2.4 Perform a check on the safety guard interlocks andemergency stop buttons.A2.5 Ensure that the hopper is clean and free of allcontaminates, that is, previous alloys tested, prior to producingtest plaques.A2.6 If necessary, adjust the equipment until all readingsconform to Table A2.1 and Table A2.2.A2.7 Remove all