ASTM E1783-1996(2005) 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技术规范》.pdf

《ASTM E1783-1996(2005) 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技术规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM E1783-1996(2005) 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技术规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E 1783 96 (Reapproved 2005)Standard Specification forPreformed Architectural Strip Seals for Buildings andParking Structures1This standard is issued under the fixed designation E 1783; the number immediately following the designation indicates the year oforiginal adoption or, in the cas

2、e of revision, the year of 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 covers the physical requirements forthe fully cured elastomeric alloy a

3、nd 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 con

4、tinuously 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 E

5、1399.1.2 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 D 5048.1.3 The values stated in SI units are to be regarded as thestand

6、ard. The values given in parentheses are for informationonly.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 standard to establish appro-priate safety and health practices and determine the applica-

7、bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D 395 Test Methods for Rubber PropertyCompressionSetD 412 Test Methods for Vulcanized Rubber and Thermo-plastic Rubbers and Thermoplastic ElastomersTensionD 471 Test Method for Rubber PropertyEffect of LiquidsD

8、518 Test Method for Rubber DeteriorationSurfaceCrackingD 573 Test Method for RubberDeterioration in an AirOvenD 624 Test Method for Tear Strength of ConventionalVulcanized Rubber and Thermoplastic ElastomersD 746 Test Method for Brittleness Temperature of Plasticsand Elastomers by ImpactD 792 Test M

9、ethods for Density and Specific Gravity (Rela-tive Density) of Plastics by DisplacementD 865 Test Method for RubberDeterioration by Heatingin Air (Test Tube Enclosure)D 1052 Test Method for Rubber DeteriorationCutGrowth Using Ross Flexing ApparatusD 1149 Test Method for Rubber DeteriorationSurfaceOz

10、one Cracking in ChamberD 2000 Classification System for Rubber Products in Auto-motive ApplicationsD 2240 Test Method for Rubber PropertyDurometerHardnessD 3183 Practice for RubberPreparation of Pieces for TestPurposes from ProductsD 5048 Test Method for Measuring Comparative BurningCharacteristics

11、and Resistance to Burn-Through of SolidPlastics Using 125-mm FlameE 577 Guide for Dimensional Coordination of RectilinearBuilding Parts and SystemsE 631 Terminology of Building ConstructionsE 1399 Test Method for Cyclic Movement and MeasuringMinimum and Maximum Joint Widths of ArchitecturalJoint Sys

12、tems3. Terminology3.1 Definitions: Terms defined in Terminology E 631 willprevail for terms not defined in this document.3.1.1 architectural strip seala preformed membrane ortubular extrusion, manufactured from a fully cured elastomericalloy, having flanges or other means of mechanically orchemicall

13、y securing it.1This specification is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.21on Serviceability.Current edition approved May 1, 2005. Published May 2005. Originallyapproved in 1996. Last previous edition approved i

14、n 2000 as E 1783 96 (2000).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 onthe ASTM website.1Copyright ASTM International, 100

15、 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.NOTE 3Joint is defined in Guide E 577.4. 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 C

16、lassification D 2000.5. Physical Requirements5.1 The fully cured elastomeric alloy supplied 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 capabil

17、ities shall be established usingTest Method E 1399.6. Dimensions, Mass, and Permissible 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

18、 free of defects inworkmanship. Defects in the extrusion consist of the follow-ing:7.1.1 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 u

19、pon by thepurchaser and the producer or supplier.8. Specimen Preparation8.1 Maintain laboratory at a temperature of 23 6 2C (73 64F).8.2 Maintain laboratory at a relative humidity of 506 5%.8.3 Test Plaque Specimens:8.3.1 Use equipment per Annex A1.8.3.2 Produce 20 quality assurance test plaques in

20、accor-dance with Annex A2.8.4 Strip Seal Specimens:8.4.1 Cut all test specimens 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 PracticeD 3183.8

21、.4.2 Prepare the test specimens for determining tensilestrength and elongation using Die C (Test Methods D 412)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

22、 preparedfor tensile strength and elongation testing (Test MethodsD 412) shall 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 D 518, and wipethem with toluene before testing to remove surface contami-nation.8.4.

23、5 The grain or flow pattern for all specimens preparedfor tear resistance testing (Test Method D 624) shall beperpendicular 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 tubula

24、r;9.1.3 With frames;9.1.4 With flanges mechanically secured;9.1.5 With flanges 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 ba

25、sis for verifyingmaterial and performance characteristics of representativespecimens 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

26、width as defined under Test Method E 1399.9.3 This specification compares similar 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

27、information on thefollowing:9.4.1 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-cation;TA

28、BLE 1 Requirements for Fully Cured Elastomeric 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) D 412Elongation at break, min,% 500 460 380 350 34

29、0 340 D 412Hardness, Type A durometer, points (5 s delay) 87 6 3806 3736 3706 3676 3646 3 D 2240Relative 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 D 792100 % Modulus, min, MPa (psi) 6.1 (890) 3.8 (550) 2.8 (400) 2.2 (320) 1.9 (280) 1.9 (280) D 412Mass

30、gain, max %, (24 h at 121C (23F) ASTMNo. 3 Oil)60 75 80 90 95 95 D 471E 1783 96 (2005)29.4.3 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

31、 4This specification addresses fully cured elastomeric alloys.Test Methods D 395, D 573, D 1052, and D 1149 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 a

32、rchitectural strip seal for aparticular application. It is not intended as an independent 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 compatibi

33、lity.10. Sampling10.1 The fully cured elastomeric alloy injection moldedplaques shall 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, tolera

34、nces, design, and the producersfunctional parameters per Test Method E 1399.10.3 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

35、provided by the producer.10.4.2 Take samples at random from each shipment.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

36、section ofthe finished part.11. Test Methods11.1 Determine compliance of 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 wi

37、th the requirements of Table 2 by conducting thetests in accordance with the test methods specified.11.3 Determine compliance with the manufacturers perfor-mance data by conducting tests in accordance with TestMethod E 1399.12. Acceptance12.1 The acceptance of the architectural strip seal shall beba

38、sed on one or more of the following procedures, whenspecified by the purchaser: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 an

39、d that the requirements havebeen met. When specified in the purchase order 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 Testin

40、g by the purchaser of any or all properties shallbe in accordance with the 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 thi

41、s specification.13. Product Marking13.1 The architectural strip seals shall 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

42、 architectural; buildings; joints; parking structures;seals; strip sealsTABLE 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 (8

43、50) D 412Elongation at break, min,% 500 460 380 350 340 340 D 412Hardness, Type A durometer, points (5 s delay) 87 6 3806 3736 3706 3676 3646 3 D 2240Ozone resistance 1 ppm 100 h at 40C (104F)73 magnificationno cracks no cracks no cracks no cracks no cracks no cracks D 792Compression set, % max, 22

44、h at 100C (212F) 45 40 38 35 35 35 D 412Compression set, % max, 70 h at 100C (212F) 50 45 43 40 40 40 D 471Heat aging, 70 h at 100C (212F) change in: D 865Hardness, Shore A, max, points (5 s delay) 333333Ultimate tensile strength max, % loss 555555Ultimate elongation max, % lossTear resistance, min,

45、 N/mm (lb/in.) 45 (257) 30 (171) 20 (114) 20 (114) 20 (114) 20 (114) D 624Brittleness temperature, min, C (F) 61 (78) 62 (80) 60 (76) 56 (69) 63 (81) 63 (81) D 746Water absorption, max, % loss/gain 556677 D 471E 1783 96 (2005)3ANNEXES(Mandatory Information)A1. EQUIPMENT NECESSARY TO PRODUCE THE TEST

46、 PLAQUESA1.1 Injection Molder, with 1330 kN (150 tons) of clamp-ing force, 170 to 225 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

47、 settingan initial injection timer to 0.01 s accuracy.A1.2 Mold Temperature Control 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 P

48、ROCESSINGA2.1 Use the following procedure when processingplaques:A2.2 Have the equipment 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 TableA

49、2.2.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 traces of previous test sample alloys anddegraded material from the molding equipment prior to pro- ducing new test plaques. Move and secure the barrel and screwunit back from the mold, and purge and flush the test sa