KR20010024165A - melting, bituminous tape joint - Google Patents
melting, bituminous tape joint Download PDFInfo
- Publication number
- KR20010024165A KR20010024165A KR1020007002933A KR20007002933A KR20010024165A KR 20010024165 A KR20010024165 A KR 20010024165A KR 1020007002933 A KR1020007002933 A KR 1020007002933A KR 20007002933 A KR20007002933 A KR 20007002933A KR 20010024165 A KR20010024165 A KR 20010024165A
- Authority
- KR
- South Korea
- Prior art keywords
- joint sealing
- sealing tape
- low melting
- melting point
- coating material
- Prior art date
Links
- 238000002844 melting Methods 0.000 title claims abstract description 47
- 230000008018 melting Effects 0.000 title claims abstract description 45
- 238000007789 sealing Methods 0.000 claims abstract description 78
- 239000010426 asphalt Substances 0.000 claims abstract description 47
- 238000000576 coating method Methods 0.000 claims abstract description 39
- 239000011248 coating agent Substances 0.000 claims abstract description 37
- 238000010276 construction Methods 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 28
- 229920000642 polymer Polymers 0.000 claims description 7
- 230000035515 penetration Effects 0.000 claims description 6
- 238000011084 recovery Methods 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 3
- 239000004014 plasticizer Substances 0.000 claims description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 claims 1
- 239000011707 mineral Substances 0.000 claims 1
- 239000000203 mixture Substances 0.000 description 4
- 239000012790 adhesive layer Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- ATUOYWHBWRKTHZ-UHFFFAOYSA-N Propane Chemical compound CCC ATUOYWHBWRKTHZ-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical class [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 229920001400 block copolymer Polymers 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000011247 coating layer Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000012764 mineral filler Substances 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000037452 priming Effects 0.000 description 1
- 239000001294 propane Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
- E04D5/14—Fastening means therefor
- E04D5/141—Fastening means therefor characterised by the location of the fastening means
- E04D5/142—Fastening means therefor characterised by the location of the fastening means along the edge of the flexible material
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/09—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
- E01C23/0966—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
- E01C23/0986—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with preformed elements, e.g. joint strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
- E04D5/14—Fastening means therefor
- E04D5/148—Fastening means therefor fastening by gluing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/04—Watertight packings for use under hydraulic pressure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Road Paving Structures (AREA)
- Sealing Material Composition (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Adhesive Tapes (AREA)
- Adhesives Or Adhesive Processes (AREA)
- Cable Accessories (AREA)
- Building Environments (AREA)
- Organic Insulating Materials (AREA)
Abstract
본 발명은 도로 공사, 토목 구조 공사 및 운하 공사에 사용하기 위한 저융점 비투멘 조인트 실링 테이프와 그 제조 방법, 그리고 도로 공사에서 상층의 이음매/연결 여유면에 조인트 실링 테이프를 부설하는 방법에 관한 것이다.The present invention relates to a low melting point bitumen joint sealing tape for use in road construction, civil engineering construction and canal construction, a method of manufacturing the same, and a method of laying the joint sealing tape on the joint / connection clearance of the upper layer in road construction. .
조인트 실링 테이프는 테이프의 적어도 일측의 주면에 도포된 비투멘 함유 저융점 코팅재를 포함한다.The joint sealing tape includes a bitumen-containing low melting point coating applied to a major surface of at least one side of the tape.
Description
도로 공사, 토목 구조 공사 및 운하 공사에 사용하기 위한 저융점 비투멘 조인트 실링 테이프는 결합제로서 여러 단면이 비투멘이나 비투멘 변형제로 이루어지고 기계적으로 제조한 열가소성 테이프 프로파일이다. 이와 같은 저융점 비투멘 조인트 실링 테이프는 플라스틱, 엘라스토머, 가소제 및 광물 충진재를 포함할 수 있다.Low melting point bitumen joint sealing tape for road construction, civil construction and canal construction is a thermoplastic tape profile made of a bitumen or bitumen modifier with multiple cross-sections as a binder. Such low melting bitumen joint sealing tape may include plastics, elastomers, plasticizers and mineral fillers.
DE-U 77 28 361은 자기 접착 및 저융점 실링 테이프의 부설 장치를 설명하고 있지만 조인트 실링 테이프의 구성에 대한 자세한 사항은 알 수 없다.DE-U 77 28 361 describes the installation of self-adhesive and low-melting sealing tapes, but details of the construction of joint sealing tapes are unknown.
DE-U 93 13 030은 약 15%의 곱게 분쇄한 부나 고무와 약 85%의 혼합 비투멘으로 제조한 셰이프트 무지지체 비투멘 함유 밀봉재에 관한 것이다. 여기서, 배합 비투멘을 다른 배합 비투멘, 오일, 슬레이트 가루 및 변형시킨 셀룰로오스 분말과 섞어서 첨가한다. 특히. 이렇게 해서 만들어진 테이프는 이음매 여유면에 프라이머 없이 차가운 상태로 삽입한다.DE-U 93 13 030 relates to a shapeless support bitumen-containing sealant made from about 15% finely divided parts or rubber and about 85% mixed bitumen. Here, the compounded bitumen is added in admixture with other compounded bitumen, oil, slate powder and modified cellulose powder. Especially. The tape thus made is inserted in a cold state without a primer on the seam allowance.
DE 196 03 896 A1은 냉간 가공가능 조인트 실링 테이프와 조인트 실링 테이프를 부설하는 방법에 관한 것이다. 특히, 조인트 실링 테이프는 도로 공사에 사용되는 것으로서, 폴리머로 개질한 도로 공사 비투멘으로 이루어지고 적어도 한 면에 접착층이 도포되어 있다. 이 조인트 실링 테이프는 플레임을 이용하지 않고도 냉간 부설할 수 있는 조인트 실링 테이프와 그 부설 방법을 제공하는 목적을 이룰 수 있다.DE 196 03 896 A1 relates to a method for laying cold workable joint sealing tape and joint sealing tape. In particular, the joint sealing tape is used for road construction, and is made of a road construction bitumen modified with a polymer, and an adhesive layer is applied on at least one side. This joint sealing tape can serve the purpose of providing the joint sealing tape which can be cold-installed without using a flame, and its laying method.
그러나, 여기에서 조인트 실링 테이프에 접착층을 도포하면 비투멘과는 대조적으로 접착제가 상대적으로 불안정하기 때문에 조인트 실링 테이프의 보존 기간이 단축되는 문제가 있다. 게다가, 특히 SBS/SIS 블록 공중합체를 이용한 접착층은 조인트 실링 테이프 또는 이음매/연결 여유면을 프로판 기체 플레임으로 약간 가열시키거나, 부설한 조인트 실링 테이프 근방에 즉시 설치되는 새로 도포할 아스팔트나 상층용 혼합물의 온도가 조금이라도 높아지면 조인트 여유면에 대한 조인트 실링 테이프의 접착성이 떨어지는 단점이 있다.However, when the adhesive layer is applied to the joint sealing tape here, in contrast to bitumen, the adhesive is relatively unstable, which shortens the shelf life of the joint sealing tape. In addition, the adhesive layer, especially with the SBS / SIS block copolymer, can be used to slightly heat the joint sealing tape or seam / connection clearance surface with propane gas flame, or a newly applied mixture of asphalt or upper layer that is immediately installed near the laid joint sealing tape. If the temperature is even slightly higher, there is a disadvantage in that the adhesiveness of the joint sealing tape to the joint clearance surface is inferior.
본 발명은 도로 공사, 토목 구조 공사 및 운하 공사에 사용하기 위한 저융점 비투멘 조인트 실링 테이프와 그 제조 방법, 그리고 도로 공사에서 아스팔트층의 이음매/연결 여유면에 조인트 실링 테이프를 부설하는 방법에 관한 것이다.The present invention relates to a low melting point bitumen joint sealing tape for use in road construction, civil engineering construction and canal construction, a method of manufacturing the same, and a method of laying the joint sealing tape on the joint / joint clearance surface of an asphalt layer in road construction. will be.
본 발명은 목적은 종래의 조인트 실링 테이프가 가지고 있는 단점을 해결한 도로 공사, 토목 구조 공사 및 운하 공사에 사용하기 위한 저융점 비투멘 조인트 실링 테이프를 제공하는 것이다. 발명에 따르면, 제 1 실시예에서 종래 기술의 문제는 적어도 테이프의 주면에 도포되는 비투멘 함유 저융점 코팅재를 포함하는 저융점 비투멘 조인트 실링 테이프로 해결된다.An object of the present invention is to provide a low-melting bitumen joint sealing tape for use in road construction, civil construction and canal construction that solves the disadvantages of conventional joint sealing tape. According to the invention, the problem of the prior art in the first embodiment is solved with a low melting point bitumen joint sealing tape comprising at least a bitumen containing low melting coating material applied to the main surface of the tape.
종래의 기술에서는, 조인트 실링 테이프가 먼지를 흡착하도록 접착성을 부여하고 본 발명을 이용하여 외부 온도가 적당하고 가장자리/여유면이 깨끗할 대 프라이밍 없이 부설이 가능하도록 하기 위하여, 조인트 실링 테이프를 부설하기 전에 비투멘 함유 프라이머를 이음매/연결 여유면에 분무하거나 부러싱하는 것이 일반적이었다. 모든 온도에서 프라이머 도포를 생략할 수 있다. 목재 또는 금속 주걱이나 다른 적당한 도구로 눌러 부설한 후, 본 발명에 따른 조인트 실링 테이프가 가장자리/여유면에만 남게 된다. 본 발명의 시작은 특히 기후가 나쁠 때, 부설 문제를 피하기 위하여 가스 버너로 조인트 실링 테이프를 이음매/연결 여유면으로 융해시키는 것이 된다. 종래의 기술에서는, 해당 외부 온도가 알려져 있다. 연결 여유면은 사면으로 자르거나, 절단 또는 사전마무리 되는 것이 일반적이며, 조립식 건물자재로 구성된다. 연결 여유면은 표면이 매끄럽고 단단하며 불순물이 없어야 한다. 그러니까, 강철 부품에서 녹입자 같은 것을 없애야 한다.In the prior art, in order to provide adhesiveness so that the joint sealing tape adsorbs the dust and use the present invention to lay the joint sealing tape so that it can be laid without priming when the outside temperature is appropriate and the edge / free surface is clean. Prior to spraying or brushing bitumen containing primers onto the seam / connection clearance it was common. Primer application can be omitted at all temperatures. After pressing and laying with a wooden or metal spatula or other suitable tool, the joint sealing tape according to the invention remains only at the edges / lead sides. The beginning of the present invention is to fuse the joint sealing tape to the seam / connection margin with a gas burner to avoid laying problems, especially when the climate is bad. In the prior art, the external temperature is known. The connection clearance is generally cut, cut or pre-finished, and consists of prefabricated building materials. The connecting clearance should have a smooth, hard surface and free of impurities. So, you have to get rid of things like rust particles in steel parts
조인트 실링 테이프는 기후가 건조하고 건축 자재의 표면 온도가 +5 ℃일 때 작용한다. 온도가 +/-0 ℃로 내려가면, 이음매 및/또는 여유면을 미리 가열하여 온도를 다시 올리면 조인트 실링 테이프가 작용한다.Joint sealing tape works when the climate is dry and the surface temperature of building materials is +5 ° C. When the temperature drops to +/- 0 ° C, the joint sealing tape acts when the seams and / or clearances are preheated to raise the temperature again.
본 발명은 설치 보조재/부설 보조재가 미리 구비되고 프라이머나 가스 플레임과 같은 보조재를 사용하지 않고도 일년 내내 이음매/연결 여유면에 부착할 수 있고 새로운 혼합물을 도포할 때까지 그대로 보존되는 조인트 실링 테이프를 제공한다.The present invention provides a joint sealing tape that is pre-equipped with installation aids / attachment aids and can be attached to the seam / connection clearances throughout the year without the use of auxiliary materials such as primers or gas flames and preserved intact until a new mixture is applied. do.
간편하게도, 저융점 코팅재는 아스팔트나 콘크리트에 잘 붙지 않는 것을 방지하기 위하여 주로 비투멘으로 이루어진 조인트 실링 테이프의 한 면에 도포된 코팅재로 이루어진다. 본 발명의 특히 바람직한 실시예에서, 저융점 코팅재는 폴리머 개질된 비투멘으로 이루어진다. 이와 같은 자재는 종래 기술의 관련 기술자에게 잘 알려져 있다.For the sake of simplicity, the low melting point coating consists of a coating applied on one side of a joint sealing tape consisting mainly of bitumen to prevent it from sticking well to asphalt or concrete. In a particularly preferred embodiment of the present invention, the low melting point coating consists of polymer modified bitumen. Such materials are well known to those skilled in the art.
저융점 코팅재의 두께는 중요하지 않다. 그러나, 가능하면 얇게 코팅층을 도포해야 한다. 본 발명에 있어서, 조인트 실링 테이프는 두께가 0.1 내지 2 ㎜, 특히 0.2 내지 1 ㎜인 저융점 코팅재를 구비하는 것이 바람직하다.The thickness of the low melting point coating is not critical. However, the coating layer should be applied as thinly as possible. In the present invention, the joint sealing tape preferably has a low melting point coating having a thickness of 0.1 to 2 mm, in particular 0.2 to 1 mm.
본 발명에 따르면, 실제 비투멘 조인트 실링 테이프의 재료는 비투멘 코팅 저융점 코팅재의 재료와 다르다. 특히, 실제 비투멘 조인트 실링 테이프에 비하여, 폴리머로 개질된 비투멘으로 만든 비투멘 코팅 저융점 코팅재는 개선된 냉간 플렉스 온도에서, 콘관입율이 증가하고 회수량이 증가할 때 탄력성이 높은 것이 바람직하다.According to the invention, the material of the actual bitumen joint sealing tape differs from the material of the bitumen coated low melting point coating. In particular, compared to actual bitumen joint sealing tapes, bitumen coated low melting point coatings made of polymer modified bitumen are preferably more elastic at improved cold flex temperatures when the cone penetration rate is increased and the recovery is increased. Do.
본 발명에 따르면, DIN 52123에 따른 냉간 플렉스 온도가 -20 ℃이고, 조인트 실링 테이프의 냉간 플렉스 온도가 +/-0 ℃인 것이 특히 바람직하다. 이렇게 하면, 약 0 ℃의 온도에서 조인트 실링 테이프 작업과 부설이 가능해진다.According to the invention, it is particularly preferred that the cold flex temperature according to DIN 52123 is -20 ° C and the cold flex temperature of the joint sealing tape is +/- 0 ° C. In this way, joint sealing tape operation and installation are possible at the temperature of about 0 degreeC.
마찬가지로, 콘관입율의 차이가 적어도 ㎜의 10분의 20 내지 60일 때 저융점 코팅재의 BS 2499에 따른 콘관입율은 적어도 ㎜의 10분의 60 내지 140이고 조인트 실링 테이프의 콘관입율은 ㎜의 10분의 20 내지 50인 것이 특히 바람직하다. 이렇게 함으로써, 저융점 코팅재가 이음매 및/또는 연결 여유면의 거친 부분에 더 잘 붙을 수 있다.Similarly, when the difference in cone penetration rate is 20 to 60/10 of at least mm, the cone penetration rate according to BS 2499 of the low melting point coating material is 60 to 140 / 10th of at least mm and the cone penetration rate of the joint sealing tape is mm It is especially preferable that it is 20 to 50/10. This allows the low melting point coating to adhere better to the rough areas of the seam and / or joint clearance.
또한, 이음매 및 연결 여유면의 거칠음을 보상하기 위하여, 본 발명에 따르면 BS 2499에 따른 저융점 코팅재의 회복율이 적어도 60% 내지 90%이고 조인트 실링 테이프의 회복율이 15% 내지 55%인 것이 바람직하다.In addition, in order to compensate for roughness of the seam and connection clearance, according to the invention it is preferred that the recovery rate of the low melting point coating material according to BS 2499 is at least 60% to 90% and that of the joint sealing tape is from 15% to 55%. .
또한, 서로 다른 비투멘을 사용함으로써 비투멘 조인트 실링 테이프와 비투멘 함유 저융점 코팅재의 물리적인 특성을 서로 다르게 할 수도 있다. 그러므로, 본 발명에 따르면 비투멘 조인트 실링 테이프는 충진재의 함량이 비교적 높고 섬유 성분을 선택적으로 함유하는 폴리머 개질된 비투멘으로 만들어지는 것이 바람직하다. 한편, 비투멘 조인트 실링 테이프와 비투멘 함유 저융점 코팅재의 개시 비투멘은 서로 같으면, 광물 함량을 낮추어 비투멘 조인트 실링 테이프에 비하여 비투멘 함유 저융점 코팅재에 폴리머 함량을 높이는 것이 바람직하다. 본 발명에서 특히 바람직한 조인트 실링 테이프는 비투멘 함유 저융점 코팅재가 60 내지 93 중량%의 비투멘으로 이루어진다.In addition, by using different bitumen, the physical properties of the bitumen joint sealing tape and the bitumen-containing low melting point coating material may be different. Therefore, according to the present invention, it is preferred that the bitumen joint sealing tape is made of polymer modified bitumen which has a relatively high content of filler and optionally contains a fiber component. On the other hand, if the starting bitumen of the bitumen joint sealing tape and the bitumen-containing low melting point coating material are the same as each other, it is preferable to increase the polymer content in the bitumen-containing low melting point coating material as compared to the bitumen joint sealing tape. Particularly preferred joint sealing tapes in the present invention comprise a bitumen-containing low melting point coating of 60 to 93% by weight bitumen.
비투멘 함유 저융점 코팅재는 여러 가지 방법으로 조인트 실링 테이프에 도포할 수 있다. 비투멘 함유 저융점 코팅재를 덮도록 종래와 같이 릴리스 페이퍼를 사용하므로, 먼저 저융점 코팅재를 릴리스 페이퍼에 도포한 다음, 조인트 실링 테이프를 저융점 코팅재의 뒷면에 붙여서 본 발명에 따른 조인트 실링 테이프를 제조하는 것이 간편하다.Bitumen-containing low melting point coatings can be applied to the joint sealing tape in various ways. Since the release paper is conventionally used to cover the bitumen-containing low melting point coating material, the low melting point coating material is first applied to the release paper, and then the joint sealing tape is attached to the back side of the low melting point coating material to prepare a joint sealing tape according to the present invention. It's easy to do.
상기 제조 방법의 실시예를 대신하여, 먼저 비투멘 함유 저융점 코팅재를 조인트 실링 테이프에 도포하고 릴리스 페이퍼를 붙이는 방법도 가능하다.Instead of the embodiment of the above production method, it is also possible to first apply a bitumen-containing low melting point coating material to the joint sealing tape and attach the release paper.
본 발명을 이용하여 비투멘 조인트 실링 테이프를 이음매/연결 여유면에 전체적으로 붙이는 것은 작업 중에는 바람직하지 않지만 조인트 실링 테이프를 원하는 부위에 붙이기만 하면 되므로, 연속면으로서 조인트 실링 테이프의 표면 외에 특점한 지점에, 선택적으로 래스터 같은 저융점 코팅재의 형태로 저융점 코팅재를 도포하는 것이 바람직하다. 특히, 이렇게 함으로써 저융점 코팅재를 절약할 수 있고, 본 발명에 따라서 연속된 대형 면적의 저융점 코팅재로도 같은 접착 효과를 얻을 수 있다. 그러나, 조인트 실링 테이프를 손상시키지 않으면서 혼합물을 도포하기 전에 조인트 실링 테이프를 떼어 낼 수 있다. 또한, 선택적으로, 저융점 코팅재의 낮은 표면 비율에 의해 래스터 같은 형태로 어느 지점에서만 중단되는 혼합물을 첨가한 조인트 실링 테이프 재료의 접촉 면적이 크다.It is not desirable during the operation to apply the bitumen joint sealing tape to the seam / connection free surface as a whole by using the present invention, but it is only necessary to attach the joint sealing tape to the desired area, so as a continuous surface to a special point other than the surface of the joint sealing tape. It is desirable to apply the low melting point coating, optionally in the form of a low melting point coating, such as a raster. In particular, by doing so, it is possible to save a low melting point coating material, and according to the present invention, the same adhesive effect can be obtained even with a continuous large area low melting point coating material. However, the joint sealing tape can be peeled off before applying the mixture without damaging the joint sealing tape. Also, optionally, the contact area of the joint sealing tape material to which the mixture is interrupted at any point in a raster-like form by the low surface ratio of the low melting point coating material is large.
본 발명의 다른 실시예는 도로 공사에서 특히 이음매/연결 여유면에 본 발명에 따른 조인트 실링 테이프를 부설하는 방법에 관한 것이다. 본 발명에 따르면, 조인트 실링 테이프는 압착하여 붙인다. 물론, 저융점 코팅재가 이음매/연결 여유면과 접촉하도록 할 수 있다.Another embodiment of the invention relates to a method of laying the joint sealing tape according to the invention, in particular on a seam / connection clearance surface, in road construction. According to the invention, the joint sealing tape is pressed together. Of course, the low melting point coating can be brought into contact with the seam / connection clearance surface.
조인트 실링 테이프가 직접 붙지 않는 기후 조건일 때에는, 이음매/연결 여유면과 그리고/또는 조인트 실링 테이프를 가스 플레임으로 약간 가열시키는 것이 바람직하다.In climatic conditions where the joint sealing tape does not stick directly, it is desirable to slightly heat the seam / connection clearance and / or the joint sealing tape with a gas flame.
또 다른 실시예에서, 조인트 실링 테이프를 압착하여 붙이기 전에 브러싱이 가능하거나 분무 가능하고 적어도 평평하게 도포되는 프라이머를 이음매/연결 여유면에 도포할 수 있다. 프라이머로는 Colzumix??지정된 상용 프라이머를 구입하여 사용할 수 있다.In another embodiment, a brushable or sprayable, at least flat applied primer may be applied to the seam / connection clearance surface prior to pressing and pasting the joint sealing tape. As a primer, Colzumix ?? Designated commercial primers can be purchased and used.
이음매/연결 여유면은 깨끗하고 건조해야 한다. 특히 들러붙은 먼지 찌꺼기는 와이어 브러시나 압축 공기로 제거해야 한다. 젖은 여유면은 온풍으로 건조시킬 수 있다.Seam / connection clearances should be clean and dry. In particular, dust particles should be removed with a wire brush or compressed air. The wet spare surface can be dried by warm air.
더 길게 부설하고 싶을 때에는 기계 장비를 사용하는 것이 바람직하다.If you want to lay longer, it is advisable to use mechanical equipment.
Claims (15)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19743166A DE19743166A1 (en) | 1997-09-30 | 1997-09-30 | Meltable bitumen joint tape |
| DE19743166.6 | 1997-09-30 | ||
| PCT/EP1998/004840 WO1999016844A1 (en) | 1997-09-30 | 1998-08-04 | Melting, bituminous tape joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20010024165A true KR20010024165A (en) | 2001-03-26 |
| KR100567091B1 KR100567091B1 (en) | 2006-03-31 |
Family
ID=7844132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020007002933A KR100567091B1 (en) | 1997-09-30 | 1998-08-04 | Low Melting Bitumen Joint Sealing Tape |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP1023414B2 (en) |
| KR (1) | KR100567091B1 (en) |
| AT (1) | ATE227327T1 (en) |
| AU (1) | AU9158398A (en) |
| CA (1) | CA2302368A1 (en) |
| CZ (1) | CZ299966B6 (en) |
| DE (2) | DE19743166A1 (en) |
| HU (1) | HUP0003662A3 (en) |
| PL (1) | PL191178B1 (en) |
| TR (1) | TR200000833T2 (en) |
| WO (1) | WO1999016844A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19939372C2 (en) * | 1999-08-19 | 2003-01-02 | Christa Reiners | Joint inlay in road construction |
| DE10008689A1 (en) * | 2000-02-24 | 2001-10-04 | Vedag Dachsysteme Gmbh & Co Kg | Process for laying bituminous waterproofing membranes and suitable waterproofing membranes and roof waterproofing made from them |
| DE10125626A1 (en) * | 2001-05-25 | 2002-12-12 | Kebulin Ges Kettler Gmbh & Co | A joint formation system for bituminous top coatings useful in application of bituminous building top layers |
| DE20200884U1 (en) | 2002-01-22 | 2002-04-18 | Dortmunder Gußasphalt GmbH & Co. Mischwerke, 59494 Soest | Meltable bitumen joint tape |
| DE20209974U1 (en) | 2002-06-27 | 2002-09-12 | DENSO GmbH, 51371 Leverkusen | Bitumen joint tape |
| DE10326161A1 (en) * | 2003-06-10 | 2004-12-30 | Denso-Holding Gmbh & Co | Bitumen joint strip for containment of substances capable of contaminating water contains bitumen, polymers, finely ground quartz, fibers, finely ground rubber and possibly electrically conductive constituents |
| KR100845604B1 (en) * | 2007-02-28 | 2008-07-10 | 이용찬 | The method of a suture tape for asphalt road |
| DE102007018672A1 (en) | 2007-04-18 | 2008-10-23 | Kebulin-Gesellschaft Kettler Gmbh & Co. Kg | Fusible plastic-elastic bitumen joint tape for the production of seams and connections and method for its production |
| DE102011109114A1 (en) | 2011-08-02 | 2013-02-07 | Denso-Holding Gmbh & Co. | Joint tape for road construction with activatable adhesive layer |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1965092A1 (en) * | 1969-12-27 | 1971-07-01 | Denso Chemie Gmbh | Applying asphalt coat seal strip |
| GB1400385A (en) * | 1971-05-30 | 1975-07-16 | Grace W R & Co | Preformed sheet-like structures |
| FR2324201A7 (en) * | 1974-01-07 | 1977-04-08 | Siplast Societe Nouvelle | Elastomer- or bitumen-impregnated glass web - for use in protection of roofing joints |
| US4102718A (en) * | 1976-01-12 | 1978-07-25 | Ludwig Eigenmann | Method and devices for applying tape marking material on road surfaces |
| US4775567A (en) * | 1986-10-24 | 1988-10-04 | Hyload Corporation | Waterproofing laminate |
| DE4126090C1 (en) * | 1991-08-07 | 1993-01-28 | Strabag Bau-Ag, 2000 Hamburg, De | Seal for seams in concrete road surfaces - includes elastically deformable seam band which is placed in seam in U=shape |
| DE9313030U1 (en) * | 1993-08-31 | 1993-11-04 | BITUTEC Bitumen-Technik Service- und Vertriebsgesellschaft mbH, 71554 Weissach | Shaped, strapless, bituminous sealing material |
| USH1580H (en) * | 1994-11-08 | 1996-08-06 | Shell Oil Company | Asphalt composition containing highly coupled radial polymers |
| DE19503940A1 (en) * | 1995-02-07 | 1996-08-08 | Juergen Stehr | Method for binding middle seam of asphalt tracks for roads |
| NZ299329A (en) † | 1995-10-10 | 1998-05-27 | Holland Hitch Co | Self lubricating fifth wheel hitch with lubricious pads forming bearing surface of hitch plate |
| DE19603896A1 (en) * | 1996-02-03 | 1997-08-07 | Denso Holding Gmbh & Co | Cold-applied joint tape and method for laying a joint tape |
-
1997
- 1997-09-30 DE DE19743166A patent/DE19743166A1/en not_active Withdrawn
-
1998
- 1998-08-04 PL PL339558A patent/PL191178B1/en unknown
- 1998-08-04 HU HU0003662A patent/HUP0003662A3/en unknown
- 1998-08-04 AT AT98943830T patent/ATE227327T1/en active
- 1998-08-04 DE DE59806213T patent/DE59806213D1/en not_active Expired - Lifetime
- 1998-08-04 KR KR1020007002933A patent/KR100567091B1/en not_active IP Right Cessation
- 1998-08-04 CZ CZ20001099A patent/CZ299966B6/en not_active IP Right Cessation
- 1998-08-04 EP EP98943830A patent/EP1023414B2/en not_active Expired - Lifetime
- 1998-08-04 AU AU91583/98A patent/AU9158398A/en not_active Abandoned
- 1998-08-04 CA CA002302368A patent/CA2302368A1/en not_active Abandoned
- 1998-08-04 TR TR2000/00833T patent/TR200000833T2/en unknown
- 1998-08-04 WO PCT/EP1998/004840 patent/WO1999016844A1/en active IP Right Grant
Also Published As
| Publication number | Publication date |
|---|---|
| DE59806213D1 (en) | 2002-12-12 |
| TR200000833T2 (en) | 2000-09-21 |
| CZ299966B6 (en) | 2009-01-07 |
| HUP0003662A2 (en) | 2001-02-28 |
| EP1023414B2 (en) | 2007-08-01 |
| EP1023414B1 (en) | 2002-11-06 |
| CZ20001099A3 (en) | 2000-12-13 |
| EP1023414A1 (en) | 2000-08-02 |
| PL191178B1 (en) | 2006-03-31 |
| ATE227327T1 (en) | 2002-11-15 |
| PL339558A1 (en) | 2000-12-18 |
| KR100567091B1 (en) | 2006-03-31 |
| CA2302368A1 (en) | 1999-04-08 |
| DE19743166A1 (en) | 1999-04-01 |
| AU9158398A (en) | 1999-04-23 |
| WO1999016844A1 (en) | 1999-04-08 |
| HUP0003662A3 (en) | 2002-01-28 |
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