KR970006674A - Compaction method of asphalt section - Google Patents

Compaction method of asphalt section Download PDF

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Publication number
KR970006674A
KR970006674A KR1019950023125A KR19950023125A KR970006674A KR 970006674 A KR970006674 A KR 970006674A KR 1019950023125 A KR1019950023125 A KR 1019950023125A KR 19950023125 A KR19950023125 A KR 19950023125A KR 970006674 A KR970006674 A KR 970006674A
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KR
South Korea
Prior art keywords
layer
connection
section
roller
asphalt
Prior art date
Application number
KR1019950023125A
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Korean (ko)
Other versions
KR0135645B1 (en
Inventor
곽성헌
Original Assignee
최훈
삼성건설 주식회사
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 최훈, 삼성건설 주식회사 filed Critical 최훈
Priority to KR1019950023125A priority Critical patent/KR0135645B1/en
Publication of KR970006674A publication Critical patent/KR970006674A/en
Application granted granted Critical
Publication of KR0135645B1 publication Critical patent/KR0135645B1/en

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Classifications

    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Repair (AREA)

Abstract

본 발명은 포장도로의 시공시 먼저 포장된 콘크리트구간에 새로이 연접되어 포장되는 아스팔트구간의 접속부가 효율적으로 포장되도록 하여주는 아스팔트구간의 접속부 다짐방법에 관한 것으로서, 콘크리트로 이미 타설된 콘크리트구간(100)에연접되는 바닥층(210)을 포설하고, 상기 바닥층(210)의 상부에 평탄성을 향상시켜 주는 조절층(220)을 포설하고, 상기 조절층을 로울러로 다짐작업을 하고, 상기 다짐작업을 한 조절층의 상부에 아스팔트를 포설한 후 마감하는 마감층(230)으로시공이 완료되는 것에 있어서, 상기 조절층(220)이 콘크리트구간(100)에 접속되는 접속부에 각재를 설치하여 로울러로 조절층 접속부를 다짐하되 상기 콘크리트구간(100)의 단부에 맞닿는 수직면(310)과, 상기 수직면과 직각을 이루면서 외측으로 연장되며 상기 조절층(220)의 상부면에 맞닿는 하부면(320)과, 상기 하부면(320)과 수직면(310)에 일체로 경사지게 형성되어 로울러가 직접적으로 맞닿는 경사면(330)으로 구성되는 직각삼각부재(300)가 설치되어, 조절층(220)의 접속부를 다져주도록 함을 특징으로 하는 것이다.The present invention relates to a method of compacting the connection section of the asphalt section that allows the connection of the asphalt section to be newly connected to the paved concrete section to be paved efficiently when the construction of the pavement road, the concrete section already poured into concrete (100) The bottom layer 210 is connected to the bottom layer, and the control layer 220 is installed on the top of the bottom layer 210 to improve the flatness, the control layer is compacted by a roller, and the adjustment is performed by the compaction operation. In the construction is completed as a finishing layer 230 to finish after laying the asphalt on the top of the layer, the control layer 220 is installed in the connection portion connected to the concrete section 100 by adjusting the roller connection layer While compacting the vertical surface 310 and abutting the end of the concrete section 100, and extending perpendicular to the vertical surface and the outside of the control layer 220 A right angle triangular member 300 is formed, which is formed to be inclined integrally on the bottom surface 320 and the bottom surface 320 and the vertical surface 310 to be in contact with the surface, the inclined surface 330 directly contact the roller, It is characterized in that the connection of the layer 220 to chop.

Description

아스팔트구간의 접속부 다짐방법Compaction method of asphalt section

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는, 종래의 접속부에 로울러가 대접되는 것을 도시한 예시도, 제2도는, 본 발명의 접속부에 로울러가 대접되는 것을 도시한 예시도, 제3도는, 직각삼각부재를 도시한 예시도.1 is an illustration showing a roller being welded to a conventional connecting portion, FIG. 2 is an illustration showing a roller being welded to a connecting portion of the present invention, and FIG. 3 is an illustration showing a right triangle member.

Claims (1)

콘크리트로 이미 타설된 콘크리트구간(100)에 연접되는 바닥층(210)을 포설하고, 상기 바닥층(210)의 상부에 평탄성을 향상시켜 주는 조절층(220)을 포설하고, 상기 조절층을 로울러로 다짐작업을 하고, 상기 다짐작업을 한 조절층의 상부에 아스팔트를 포설한 후 마감하는 마감층(230)으로 시공이 완료되는 것에 있어서, 상기 조절층(220)이 콘크리트구간(100)에 접속되는 접속부에 각재를 설치하여 로울러로 조절층 접속부를 다짐하되 상기 콘크리트구간(100)의 단부에맞닿는 수직면(310)과, 상기 수직면과 직각을 이루면서 외측으로 연장되며 상기 조절층(220)의 상부면에 맞닿는 하부면(320)과, 상기 하부면(320)과 수직면(310)에 일체로 경사지게 형성되어 로울러가 직접적으로 맞닿는 경사면(330)으로 구성되는 직각삼각부재(300)가 설치되어, 조절층(220)의 접속부를 다져주도록 함을 특징으로 하는 아스팔트구간의 접속부 다짐방법.Laying the bottom layer 210 connected to the concrete section 100 is already cast in concrete, the control layer 220 to improve the flatness on the top of the bottom layer 210 is installed, and the control layer is compacted with a roller Work is completed, the construction is completed as a finishing layer 230 to finish after laying asphalt on top of the adjustment layer to the compacting operation, the connection layer 220 is connected to the concrete section 100 By installing each material in the roller compaction of the control layer connection to the roller, but the vertical surface 310 to be in contact with the end of the concrete section 100, extending perpendicular to the vertical surface and extending outward and abuts the upper surface of the control layer 220 The right angle triangular member 300 is formed to be inclined integrally on the lower surface 320, the lower surface 320 and the vertical surface 310, the inclined surface 330 is in direct contact with the roller, the adjustment layer 220 ) Connection Asphalt compaction method of connecting segment that is characterized by give off. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950023125A 1995-07-29 1995-07-29 Compaction method of joint area of asphalt pavement and concrete pavement KR0135645B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019950023125A KR0135645B1 (en) 1995-07-29 1995-07-29 Compaction method of joint area of asphalt pavement and concrete pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019950023125A KR0135645B1 (en) 1995-07-29 1995-07-29 Compaction method of joint area of asphalt pavement and concrete pavement

Publications (2)

Publication Number Publication Date
KR970006674A true KR970006674A (en) 1997-02-21
KR0135645B1 KR0135645B1 (en) 1998-04-24

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019950023125A KR0135645B1 (en) 1995-07-29 1995-07-29 Compaction method of joint area of asphalt pavement and concrete pavement

Country Status (1)

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KR (1) KR0135645B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100763152B1 (en) * 2001-08-21 2007-10-05 주식회사 엘지이아이 Apparatus for supply a cool air of side-by-side type refrigerator

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704380A (en) * 2010-11-28 2012-10-03 宗焕清 Construction method of highway asphalt pavement
CN105274931B (en) * 2015-11-10 2018-09-25 中交一航局第四工程有限公司 The technique of grinding coagulation soil surface base in airport restricted area non-suspend air construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100763152B1 (en) * 2001-08-21 2007-10-05 주식회사 엘지이아이 Apparatus for supply a cool air of side-by-side type refrigerator

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Publication number Publication date
KR0135645B1 (en) 1998-04-24

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