ASTM D4070-2008 Standard Specification for Adhesive Lubricant for Installation of Preformed Elastomeric Bridge Compression Seals in Concrete Structures《混凝土结构用预制弹性桥梁压缩填缝料安装用粘结剂的标准规范.pdf
《ASTM D4070-2008 Standard Specification for Adhesive Lubricant for Installation of Preformed Elastomeric Bridge Compression Seals in Concrete Structures《混凝土结构用预制弹性桥梁压缩填缝料安装用粘结剂的标准规范.pdf》由会员分享,可在线阅读,更多相关《ASTM D4070-2008 Standard Specification for Adhesive Lubricant for Installation of Preformed Elastomeric Bridge Compression Seals in Concrete Structures《混凝土结构用预制弹性桥梁压缩填缝料安装用粘结剂的标准规范.pdf(3页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 4070 08Standard Specification forAdhesive Lubricant for Installation of PreformedElastomeric Bridge Compression Seals in ConcreteStructures1This standard is issued under the fixed designation D 4070; the number immediately following the designation indicates the year oforiginal adopti
2、on or, in the case 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 an adhesive lubricant forfacilitating the insert
3、ion and positioning of preformed elasto-meric bridge compression seals in either concrete or steel-facedjoints, and which bonds the seal to the joint faces to waterproofthe joint.2. Referenced Documents2.1 ASTM Standards:2D 1084 Test Methods for Viscosity of Adhesives3. General Requirements3.1 The a
4、dhesive lubricant shall be a one-component,moisture-curing, polyurethane compound extended with aro-matic hydrocarbon solvent. The compound shall provide ad-equate lubrication for insertion of the seal into the joint and, inthe actual field application, shall bond the seal to the joint facethroughou
5、t repeated cycles of expansion and contraction,effectively sealing the joint against infiltration of moisture.4. Physical Requirements4.1 The material shall conform to the physical propertiesdescribed in Table 1.5. Sampling5.1 Samples of the adhesive lubricant shall be 1 L (1 qt)consisting of a comp
6、osite taken from three or more separatecontainers chosen at random from the same batch. A batch orlot shall be considered as all finished material that wasmanufactured simultaneously or continuously as a unit prior topackaging. Each of the containers sampled shall be resealedand marked for identific
7、ation.5.2 Samples shall be taken at the point of manufacture orwarehouse prior to delivery, or at the point of delivery fromeach lot.6. Test Conditions6.1 Tests shall be conducted at standard laboratory condi-tions of 23 6 2C (73.4 6 3.6F). All materials and equipmentshall be held at these condition
8、s prior to test for a sufficienttime to assure equilibrium.7. Specimen Preparation7.1 Using a square-tipped spatula, thoroughly hand-mixapproximately 500 mL (1 pt) of lubricant adhesive in a roundcan for 1 min.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Mate
9、rials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers and Sealing Systems.Current edition approved July 1, 2008. Published July 2008. Originally approvedin 1981. Last previous edition approved in 1996 as D 4070 91 (1996)1which waswithdrawn in December 2004
10、and reinstated in July 2008.2For 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.TABLE 1 Physical RequirementsProp
11、erty RequirementsTestMethodSectionSolids content, min % 60 9.1Homogeneity shall be uniform, no lumps oragglomerates, no settlement inthe containerNoneViscosity, cP 20 000 to 300 000 9.2Shear ratio, min, for viscosity 9.2in the range of:20 000 to 100 000 cP 1.5100 001 to 200 000 cP 2.0200 001 to 300
12、000 cP 2.5Shear ratio, max 4.0 9.2Lubricating life, min, h 2 9.3Sag no sagging 9.4Peel strength test maximum length peeled fromconcrete within 3 min9.6500-g load none1000-g load 12 mm (12 in.)Shelf life for 6 months after manufacture,no skinning over and settling inthe container to the extent that i
13、tcannot be brought to a smoothuniform product by stirring1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.8. Apparatus8.1 OvenThe oven shall be a circulating air oven capableof maintaining temperature of 105 6 2C (221 6 4F).8.2 Viscom
14、eterIt shall be a Brookfield Model RVT vis-cometer with helipath stand and, TA, TB, TC, TD and TEspindles.8.3 Rubber StripsThe rubber strips shall be 150 mm (6in.) long, 25 mm (1 in.) wide and 1.5 mm (116 in.) thick, andshall be obtained from an outside wall of preformed elasto-meric bridge seal rep
15、resentative of the seal to be bonded withthe adhesive lubricant.8.4 Concrete Blocks, 200 by 200 by 75 mm (8 by 8 by 3 in.)and made of concrete similar to the concrete to which the sealis to be bonded. The blocks shall be cured for at least 14 daysin a moisture room followed by at least 7 days at nor
16、mallaboratory air condition. The test surface shall be smooth,freshly sandblasted before testing.8.5 Steel RollerA suitable 50 mm (2 in.) wide rollerweighing 4.5 kg (10 lb).8.6 Steel Blocks, 165 mm (612 in.) long by 50 mm (2 in.)wide weighing 4.5 kg (10 lb).8.7 WeightsA 500-g and a 1000-g weight sha
17、ll be pro-vided.8.8 Glass Plates, or smooth-surface paper test charts.38.9 Paint Film Applicator (doctor blade).9. Test Methods9.1 Solids Content:9.1.1 Place approximately 20 g of the adhesive in a coveredweighing bottle.9.1.2 Weigh a small aluminum foil drying dish together witha small glass stirri
18、ng rod to the nearest 1 mg. Weigh out to thenearest 1 mg approximately 112 g of the adhesive by differencefrom the weighing bottle into the dish, keeping the bottlecovered as much as possible. Distribute the adhesive uniformlyover the bottom of the dish in as thin a layer as possible bymeans of the
19、stirring rod.9.1.3 Place the dish with the rod and contents in a circulat-ing air oven at 105 6 2C (221 6 3.6F) for 3 h 6 5 min oruntil a constant weight is reached.9.1.4 Place the warm dish with rod and contents immedi-ately into a desiccator and allow to cool to room temperaturebefore weighing to
20、the nearest 1 mg.9.1.5 Calculate the percent solids content as follows:Solids content, % 5 Wr/Ws! 3 100 (1)where:Wr= weight of residue, g, andWs= weight of specimen, g.9.2 Viscosity and Shear Ratio:9.2.1 ViscosityDetermine the Brookfield viscosity of thematerial at 23 6 2C (73.4 6 3.6F) in accordanc
21、e withMethod B of Test Methods D 1084. Use Brookfield Viscometerwith the helipath stand and TA, TB, TC, TD, or TE spindles at5 rpm. Record viscosity in mPa.s (cP).9.2.2 Shear RatioWith the spindle used for the viscositydetermination, measure the viscosity of the material at 2.5 rpm;and then at 0.5 r
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- ASTMD40702008STANDARDSPECIFICATIONFORADHESIVELUBRICANTFORINSTALLATIONOFPREFORMEDELASTOMERICBRIDGECOMPRESSIONSEALSINCONCRETESTRUCTURES

链接地址:http://www.mydoc123.com/p-516209.html