AGL - 2007-10-16 10:45:00
P606是一种快速凝固的胶合剂吗，哪位朋友有这方面的详细资料？谢谢！
格罗佩斯 - 2007-10-16 15:33:00
我也想知道。
wx9911 - 2008-1-16 14:21:00
P-606粘接及密封填料（Traffic Detector Wire Sealer）是一种聚酯化合物。成分为：滑石、镁沙、非饱和聚酯树脂、苯乙烯单体等。为均质、稠状的胶体，开启即可使用。P-606对水泥混凝土和沥青混凝土均具有优秀的粘接性能。丁酮过氧化物（Methyl Ethyl Ketone Peroxide）为P-606的液态固化剂，固化后的抗拉强度及延伸率均很高，不会造成变形。固化剂的添加量并非一成不变，在高温条件下，例如温度超过35ºC时，可最多减少50%，以减慢固化速度。而环境温度底于10ºC时，固化剂的添加量可最多增加至100%,以加快固化速度。 广泛使用于机场嵌入式灯具在水泥混凝土和沥青混凝土跑道上的安装.1﹑性能特点
*满足FAA规范要求，可用于在机场跑道上的使用。
*具耐久性可永久密封道面切槽，并保持导线长久具备对交通信号灯，停车场门及车辆收费站等的控制。
*迅速固化能力可最大限度地减少车道/跑道必须关闭的时间。
*对水泥混凝土和沥青混凝土均具有出色的粘接性。
*能抵抗路盐、车用液体和汽油等的腐蚀作用，并不受冰冻/解冻循环作用的影响。
*可浇注并具自均涂性,可确保切缝中导线的完全密封保护。
*不会对电缆的绝缘性能造成损害。
*固化时间可通过固化剂的添加量来调节。 规格 指标 ASTf方法
树脂化学名称 聚酯（POLYESTER）
液态固化剂名称 丁酮过氧化物（MEKP）
树脂净重/加仑 11.15-12.15 磅
固化剂/加仑 2管（44毫升）
比重(25ºC) 1.34-1.46
粘度(25ºC) 4000-7000厘泊
最佳存储温度 室温20-30ºC
凝固时间(25ºC，100克填料加1克固化剂) 9-15分钟 D-2471
抗拉强度 800±100psi D-638
延伸率 18%±3% D-638
初始固化时间(25ºC) 35-45分钟 粘着
gaven - 2009-5-20 19:33:00
最近在查阅一些资料,了解到P606应该不是什么牌子, P606是FAA关于道面施工规范的一个条款,这个条款,这个条款规定了对跑道胶的具体要求, 可能是一些厂商把自己符合FAA P606的胶就叫P606胶了.
liang127 - 2009-11-15 17:44:00
学习
BSCEC - 2010-6-28 12:46:00
一直在找，有英文或厂家资料吗？
BSCEC - 2010-6-29 10:16:00
正解,我对进口的东东有些研究
FAA 关于 机场建设施工规范在 P605 和P606 对道面和助航灯光的密封粘合施工有具体的要求，之后符合此规范要求的胶就简称为P606或605等
用途多得主要是p-606
BSCEC - 2010-6-29 10:20:00
Item P-605 or P-606 of FAA publication, Standard Specifications for Construction of Airports.
ItemP-605 should be used with asphalt沥青道面, and Item P-606 should be used with concrete
混凝土道面
BSCEC - 2010-6-29 10:21:00
9/30/2009 FAA AC 150/5370-10E
BSCEC - 2010-6-29 10:22:00
ITEM P-606 ADHESIVE COMPOUNDS, TWO-COMPONENT FOR SEALING WIRE AND LIGHTS IN PAVEMENT
DESCRIPTION
606-1.1. This specification covers two types of material; a liquid suitable for sealing electrical wire in saw cuts in pavement and for sealing light fixtures or bases in pavement, and a paste suitable for embedding light fixtures in the pavement. Both types of material are two component filled formulas with the characteristics specified in paragraph 606 2.4. Materials supplied for use with bituminous concrete pavements must be formulated so they are compatible with the bituminous concrete.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
If the material is to be used on bituminous concrete pavements and it is not formulated for this use, cracking and separation of the material from sawed wireway kerfs and around light fixtures may occur.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
EQUIPMENT AND MATERIALS
606 2.1 CURING. When prewarmed to 77°F (25°C), mixed, and placed in accordance with manufacturer's directions, the materials shall cure at temperatures of 45°F (7°C) or above without the application of external heat.
606-2.2 STORAGE. The adhesive components shall not be stored at temperatures over 86°F (30°C).
606-2.3 CAUTION. Installation and use shall be in accordance with the manufacturer's recommended procedures. Avoid prolonged or repeated contact with skin. In case of contact, wash with soap and flush with water. If taken internally, call doctor. Keep away from heat or flame. Avoid vapor. Use in well ventilated areas. Keep in cool place. Keep away from children.
606-2.4 CHARACTERISTICS. When mixed and cured in accordance with the manufacturer's directions, the materials shall have the following properties shown in Table 1.
SAMPLING, INSPECTION, AND TEST PROCEDURES
606 3.1 TENSILE PROPERTIES. Tests for tensile strength and elongation shall be conducted in accordance with ASTM D 638.
606-3.2 EXPANSION. Tests for coefficients of linear and cubical expansion shall be conducted in accordance with ASTM D 1168, Method B, except that mercury shall be used instead of glycerine. The test specimen(s) shall be mixed in the proportions specified by the manufacturer, and cured in a glass tub approximately 2 inches (50 mm) long by 3/8 inch (9 mm) in diameter. The interior of the tube shall be precoated with a silicone mold release agent. The hardened sample shall be removed from the tube and aged at room temperature for 1 week before conducting the test. The test temperature range shall be from 35°F (2°C) to 140°F (60°C).
606-3.3 TEST FOR DIELECTRIC STRENGTH. Test for dielectric strength shall be conducted in accordance with ASTM D 149 for sealing compounds to be furnished for sealing electrical wires in pavement.
TABLE 1. PROPERTY REQUIREMENTS
Physical or Electrical Property Minimum Maximum ASTM Method
Tensile
Portland Cement Concrete 1,000 psi D 638
(70 kg/sq.cm)
Bituminous Concrete 500 psi
(35 kg/sq.cm)
Elongation
Portland Cement Concrete \1\ D 638
Bituminous Concrete 50% D 638
Coef. of cub. exp.
cu. cm/cu. cm/degree C 0.00090 0.00120 D 1168
Coef. of lin. exp.
cm/cm/degree C 0.00030 0.00040 D 1168
Dielectric strength,
short time test 350 volts/mil. D 149
Arc resistance 125 secs. D 495
Adhesion to steel 1,000 psi
(70 kg/sq.cm)
Adhesion to portland
cement concrete 200 psi
(14 kg/sq.cm)
Adhesion to asphalt
concrete (no test available)
\1\ 20% or more (without filler) for formulations to be supplied for areas subject to freezing.
606-3.4 TEST FOR ARC RESISTANCE. Test for arc resistance shall be conducted in accordance with ASTM D 495 for sealing compounds to be furnished for sealing electrical wires in pavement.
606-3.5 TEST FOR ADHESION TO STEEL. The ends of two smooth, clean, steel specimens of convenient size (1 inch by 1 inch by 6 inches) (25 by 25 by 150 mm) would be satisfactory when bonded together with adhesive mixture and allowed to cure at room temperature for a period of time to meet formulation requirements and then tested to failure on a Riehle (or similar) tensile tester. The thickness of adhesive to be tested shall be 1/4 inch (6 mm).
606-3.6 ADHESION TO PORTLAND CEMENT CONCRETE
a. Concrete Test Block Preparation. The aggregate grading shall be as shown in Table 2.
The coarse aggregate shall consist of crushed rock having a minimum of 75% of the particles with at least one fractured face and having a water absorption of not more than 1.5%. The fine aggregate shall consist of crushed sand manufactured from the same parent rock as the coarse aggregate. The concrete shall have a water cement ratio of 5.5 gallons (21 liters) of water per bag of cement, a cement factor of 6, plus or minus 0.5, bags of cement per cubic yard (0.76 cubic meter) of concrete, and a slump of 2 1/2 inches, plus or minus 1/2 inch (60 mm plus or minus 12 mm). The ratio of fine aggregate to total aggregate shall be approximately 40% by solid volume. The air content shall be 5.0%, plus or minus 0.5%, and it shall be obtained by the addition to the batch of an air entraining admixture such as vinsol resin. The mold shall be of metal and shall be provided with a metal base plate. Means shall be provided for securing the base plate to the mold. The assembled mold and base plate shall be watertight and shall be oiled with mineral oil before use. The inside measurement of the mold shall be such that several 1 inch by 2 inch by 3 inch (25 by 50 by 75 mm) test blocks can be cut from the specimen with a concrete saw having a diamond blade. The concrete shall be prepared and cured in accordance with ASTM C 192.
TABLE 2. AGGREGATE FOR BOND TEST BLOCKS
Type Sieve Size Percent Passing
Coarse Aggregate 3/4 inch (19.0 mm) 97 to 100
1/2 inch (12.5 mm) 63 to 69
3/8 inch (9.5 mm) 30 to 36
No. 4 (4.75 mm) 0 to 3
Fine Aggregate No. 4 (4.75 mm) 100
No. 8 (2.36 mm) 82 to 88
No. 16 (1.18 mm) 60 to 70
No. 30 (600 micro m) 40 to 50
No. 50 (300 micro m) 16 to 26
No. 100 (150 micro m) 5 to 9
b. Bond Test. Prior to use, oven dry the test blocks to constant weight at a temperature of 220 to 230°F (104°C to 110°C), cool to room temperature, 73.4 plus or minus 3°F (23°C plus or minus 1.6°C), in a desiccator, and clean the surface of the blocks of film or powder by vigorous brushing with a stiff bristled fiber brush. Two test blocks shall be bonded together on the 1 inch by 3 inch (25 by 75 mm) sawed face with the adhesive mixture and allowed to cure at room temperature for a period of time to meet formulation requirements and then tested to failure in a Riehle (or similar) tensile tester. The thickness of the adhesive to be tested shall be 1/4 inch (6 mm).
606-3.7 COMPATIBILITY WITH ASPHALT CONCRETE. Test for compatibility with asphalt in accordance with ASTM D 5329.
606-3.8 ADHESIVE COMPOUNDS - CONTRACTOR'S RESPONSIBILITY. The Contractor shall furnish the vendor's certified test reports for each batch of material delivered to the project. The report shall certify that the material meets specification requirements and is suitable for use with [portland cement concrete] [bituminous concrete] pavements. The report shall be delivered to the Engineer before permission is granted for use of the material. In addition the Contractor shall obtain a statement from the supplier or manufacturer that guarantees the material for one year. The supplier or manufacturer shall furnish evidence that the material has performed satisfactorily on other projects.
606-3.9 APPLICATION. Adhesive shall be applied on a dry, clean surface, free of grease, dust, and other loose particles. The method of mixing and application shall be in strict accordance with the manufacturer's recommendations.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Installation methods such as surface preparation, mixing ratios, and pot life are as important to satisfactory performance as the properties of the material itself. Therefore, the Engineer may wish to require a manufacturer's representative to be present during the initial installation of the material to ensure the installation procedures are in accordance with the manufacturer's directions.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
METHOD OF MEASUREMENT
606 4.1 The adhesive compound shall be measured by the [pound (kg)] [gallon (l)] of adhesive as specified, in place, complete and accepted. When required in the installation of an in runway lighting system or portion thereof, no measurement will be made for direct payment of adhesive, as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of the installation.
BASIS OF PAYMENT
606-5.1 Payment shall be made, where applicable, at the contract unit price per [pound (kg)] [gallon (l)] for the adhesive. This price shall be full compensation for furnishing all materials, and for all preparation, delivering, and application of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Item P 606 5.1 Adhesive Compound per [pound (kg)] [gallon (l)]
TESTING REQUIREMENTS
ASTM C 192 Making and Curing Concrete Compression and Flexure Test Specimens in the Laboratory.
ASTM D 149 Tests for Dielectric Breakdown Voltage and Dielectric Strength of Electrical Insulating Materials at Commercial Power Frequencies.
ASTM D 495 Test for High Voltage, Low Current, Dry Arc Resistance of Solid Electrical Insulation Materials
ASTM D 638 Test for Tensile Properties of Plastics
ASTM D 1168 Test for Hydrocarbon Waxes Used for Electrical Insulation
ASTM D 5329 Joint Sealants, Hot poured, for Concrete and Asphalt Pavements
END OF ITEM P-606
BSCEC - 2010-6-29 10:22:00
ITEM P-605 JOINT SEALING FILLER
DESCRIPTION
605-1.1 This item shall consist of providing and installing a resilient and adhesive joint sealing filler capable of effectively sealing joints and cracks in pavements.
MATERIALS
605-2.1 JOINT SEALERS. Joint sealing materials shall meet the requirements of [ ].
[Each lot or batch of sealing compound shall be delivered to the jobsite in the manufacturer's original sealed container. Each container shall be marked with the manufacturer's name, batch or lot number, the safe heating temperature, and shall be accompanied by the manufacturer's certification stating that the compound meets the requirements of this specification.]
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
The Engineer shall specify one or more of the following:
FED SPEC SS S 200E(2) – Sealants, Joint, Two-Component, Jet-Blast Resistant, Cold Applied.
ASTM D 1854 Jet Fuel Resistant Concrete Joint Sealer, Hot Applied Elastic Type
ASTM D 3406 Joint Sealants, Hot Applied, Elastometric Type, for Portland Cement Concrete Pavements
ASTM D 3569 Joint Sealants, Hot Applied, Elastometric, Jet Fuel Resistant type, for Portland Cement Concrete Pavements
ASTM D 3581 Joint Sealant, Hot Applied, Jet Fuel Resistant Type, for Portland Cement Concrete and Tar Concrete Pavements
ASTM D 5893 - Standard Specifications for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements.
ASTM D 6690 Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements
Additionally, if silicone sealants are elected, add the ASTM to the listing of Material Requirements.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
CONSTRUCTION METHODS
605-3.1 TIME OF APPLICATION. Joints shall be sealed as soon after completion of the curing period as feasible and before the pavement is opened to traffic, including construction equipment. The pavement temperature shall be above [40°F (4°C)][(50°F (10°C)] at the time of installation of the [preformed joint seal][poured joint sealing material].
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Specify 40°F (4°C) for preformed seal and 50°F (10°C) for poured seals.
If the pavement must be opened to traffic prior to placement of the sealant, this paragraph should be modified to require the Contractor to temporarily fill the joint with a jute or nylon rope immediately after the joint is sawed. The rope should be slightly larger than the joint and should be forced into the joint so that the top of the rope is 1/8 inch (3 mm) below the pavement surface. The rope shall be removed immediately prior to cleaning.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
605-3.2 PREPARATION OF JOINTS.
a. Sawing. All joints shall be sawed in accordance with specifications and plan details. Immediately after sawing the joint, the resulting slurry shall be completely removed from joint and adjacent area by flushing with a jet of water, and by use of other tools as necessary.
b. Sealing. Immediately before sealing, the joints shall be thoroughly cleaned of all remaining laitance, curing compound, and other foreign material. Cleaning shall be accomplished by sandblasting. Sandblasting shall be accomplished in a minimum of two passes. One pass per joint face with the nozzle held at an angle directly toward the joint face and not more that 3 inches from it. Upon completion of cleaning, the joints shall be blown out with compressed air free of oil and water. Only air compressors with operable oil and water traps shall be used to prepare the joints for sealing. The joint faces shall be surface dry when the seal is applied.
605-3.3 INSTALLATION OF SEALANTS. Joints shall be inspected for proper width, depth, alignment, and preparation, and shall be approved by the Engineer before sealing is allowed. Sealants shall be installed in accordance with the following requirements:
[Hot Poured Sealants. The joint sealant shall be applied uniformly solid from bottom to top and shall be filled without formation of entrapped air or voids. A backing material shall be placed as shown on the plans and shall be nonadhesive to the concrete or the sealant material. The heating kettle shall be an indirect heating type, constructed as a double boiler. A positive temperature control and mechanical agitation shall be provided. The sealant shall not be heated to more than 20°F ( 11°C) below the safe heating temperature. The safe heating temperature can be obtained from the manufacturer's shipping container. A direct connecting pressure type extruding device with nozzles shaped for insertion into the joint shall be provided. Any sealant spilled on the surface of the pavement, structures and/or lighting fixtures, shall be removed immediately.]
[Cold Applied Sealants. Cold applied joint sealing compound shall be applied by means of pressure equipment that will force the sealing material to the bottom of the joint and completely fill the joint without spilling the material on the surface of the pavement. A backing material shall be placed as shown on the plans and shall be nonadhesive to the concrete or the sealant material. Sealant that does not bond to the concrete surface of the joint walls, contains voids, or fails to set to a tack free condition will be rejected and replaced by the Contractor at no additional cost. Before sealing the joints, the Contractor shall demonstrate that the equipment and procedures for preparing, mixing, and placing the sealant will produce a satisfactory joint seal. This shall include the preparation of two small batches and the application of the resulting material. Any sealant spilled on the surface of the pavement, structures and/or lighting fixtures, shall be removed immediately.]
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
The use of a backup material or bond breaker in the bottom of the joint to be filled is recommended to control the depth of the sealant, to achieve the desired shape factor, and to support the sealant against indentation and sag. Backup materials and bond breakers should be compatible with the sealant, should not adhere to the sealant, should be compressible without extruding the sealant, and should recover to maintain contact with the joint faces when the joint is open.
Jute, paper, or other moisture absorbing material shall not be used for the backing material. The backing material shall be rubber, butyl rubber, or other approved material that will not react with the joint sealer and will not form a gas when the hot joint sealer is applied.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
The Engineer should select either hot poured or cold applied sealant and include the appropriate paragraph in the specifications.
Insert:
“both non-reactive and…”
before:
“…non-adhesive to the concrete…” in the second sentence of each paragraph regarding hot poured and cold applied sealant.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
METHOD OF MEASUREMENT
605 4.1 Joint sealing material shall be measured by the [gallon (liter)] [pound (kg)] [linear foot (meter)] of sealant in place, completed, and accepted.
BASIS OF PAYMENT
605-5.1 Payment for joint sealing material shall be made at the contract unit price per [gallon (liter)] [pound (kg)] [linear foot (meter)]. The price shall be full compensation for furnishing all materials, for all preparation, delivering, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Payment will be made under:
Item P 605 5.1 Joint Sealing Filler – per gallon (liter)
Item P 605 5.2 Joint Sealing Filler – per pound (kg)
TESTING REQUIREMENTS
ASTM D 412 Test Methods for Vulcanized Rubber and Thermoplastic Elastomers – Tension
ASTM D 1644 Test Methods for Nonvolatile Content of Varnishes
MATERIAL REQUIREMENTS
ASTM D 1854 Jet Fuel Resistant Concrete Joint Sealer, Hot Applied Elastic Type
ASTM D 3406 Joint Sealants, Hot Applied, Elastomeric Type, for Portland Cement Concrete Pavements
ASTM D 3569 Joint Sealant, Hot Applied, Elastometric, Jet Fuel Resistant Type, for Portland Cement Concrete Pavements
ASTM D 3581 Joint Sealant, Hot Applied, Jet Fuel Resistant Type, for Portland Cement Concrete and Tar Concrete Pavements
ASTM D 5893 Standard Specifications for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements
ASTM D 6690 Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements
FED SPEC Sealants, Joint, Two-Component, Jet-Blast Resistant, Cold Applied
SS-S-200E(2)
END ITEM P-605
BSCEC - 2010-6-29 12:06:00
此外, 在如下 FAA 咨询指导文件中，
U.S. Department
of Transportation
Federal Aviation
Administration
Subject: INSTALLATION DETAILS FOR LAND Date: XX/XX/XX AC No.: 150/5340-29
AND HOLD SHORT LIGHTING SYSTEMS
。。。。。 If the secondary wires are fed to the inpavement
lights through a saw kerf, a one-inch hub
should be welded to the base at 90 degrees from the
two existing two-inch hubs which are 180 degrees
apart. A gasket and suitable cover are also required
for off-taxiway installation. Local conditions may
require other modifications to the bases.
c. Preinsulated Connectors. When splicing
the fixture leads to the #10 AWG THWN wires,
preinsulated connectors, suitable for installation in
the wireways, should be used.
d. Auxiliary Relays. Where required, use a
hermetically-sealed relay having a single pole
double throw (SPDT) contact arrangement rated for
5 amperes at 120 volts AC and a coil resistance of
5000 ohms in a 120-volt AC control circuit. Relay
connections may be either solder terminals or
plug-in.
e. Optional Sealer Material. Other types of
sealer material that provide satisfactory adhesive and
waterproofing qualities may be used in lieu of sealer
materials P-605 and P-606, upon approval of the
engineer in charge. Sealer to be used in asphalt must
be compatible with asphalt.
Table 1. Equipment and Material Used for Land and Hold Short Lighting Systems
Item No. Item Description Advisory Circulars
or Specifications
L-821 Remote Control Panel AC 150/5345- 3
L-847 Circuit Selector Switch AC 150/5345- 5
L-824 #8 AWG Cable Electrical Cable AC 150/5345- 7
L-824 #10 AWG THWN Cable Electrical Cable AC 150/5345- 7
L-824 #12 AWG Cable Electrical Cable AC 150/5345- 7
L-841 Auxiliary Relay Cabinet Assy. AC 150/5345-13
L-823 Cable Connectors AC 150/5345-26
L-867 Transformer Housing AC 150/5345-42
L-868 Light Base AC 150/5345-42
L-850F (unidirectional) Light Fixture AC 150/5345-46
or L-850A (unidirectional) Light Fixture AC 150/5345-46
L-830 Isolation Transformer AC 150/5345-47
L-854 Radio Control Equipment AC 150/5345-49
L-884A & L-884H Power and Control Units AC 150/5345-54
Item L-110 Conduit and Duct AC 150/5370-10
Item P-605 Joint Sealer, Type III AC 150/5370-10
Item P-606 Sealer Material (Liquid and Paste) AC 150/5370-10
Item P-610 Concrete Backfill AC 150/5370-10
直接称呼P606为密封胶（格式乱了，不会上传附件）