KR970027526A - Pitched concrete construction method - Google Patents

Pitched concrete construction method Download PDF

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Publication number
KR970027526A
KR970027526A KR1019970007309A KR19970007309A KR970027526A KR 970027526 A KR970027526 A KR 970027526A KR 1019970007309 A KR1019970007309 A KR 1019970007309A KR 19970007309 A KR19970007309 A KR 19970007309A KR 970027526 A KR970027526 A KR 970027526A
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KR
South Korea
Prior art keywords
layer
concrete
concrete surface
surface layer
thickness
Prior art date
Application number
KR1019970007309A
Other languages
Korean (ko)
Other versions
KR100217947B1 (en
Inventor
이영렬
Original Assignee
이영렬
삼기건설산업 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 이영렬, 삼기건설산업 주식회사 filed Critical 이영렬
Priority to KR1019970007309A priority Critical patent/KR100217947B1/en
Priority to TW086104699A priority patent/TW371688B/en
Priority to CNB971097380A priority patent/CN1152171C/en
Publication of KR970027526A publication Critical patent/KR970027526A/en
Priority to KR1019990005866A priority patent/KR100217946B1/en
Application granted granted Critical
Publication of KR100217947B1 publication Critical patent/KR100217947B1/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
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14—Concrete paving
    • 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
    • E01C11/16—Reinforcements
    • E01C11/18—Reinforcements for cement concrete pavings
    • 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
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226—Coherent pavings
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details
    • E01C2201/202—Horizontal drainage channels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Abstract

콘크리트 조성물중 골재입자의 크기를 6∼10mm 크기로 하고 기존 콘크리트 조성물 외에 화이버 글라스를 2kg/㎥ 첨가한 조성물을 사용하여 그리드, 지오필터, 모래층, 쇄석층, 잡석층 등을 필요에 따라 층을 바꾸거나 제거하는 시공방법으로 시공하여 표면에 에폭시 수지도료로 유색 스프레이를 행하여 그래픽처리함으로써 투수율이 우수하면서도 방수성이 양호하고 표면 균열이 감소되며 압축응력과 인장응력이 증가되면서 표면이 다양한 색상의 유색 투수 콘크리트가 되는 것이다.In the concrete composition, the size of the aggregate particles is 6 ~ 10mm and the layers, such as grid, geofilter, sand layer, crushed stone layer, rubble layer, etc. are changed as necessary by using the composition added with fiberglass 2kg / ㎥ in addition to the existing concrete composition. It is applied to the surface by colored spray with epoxy resin paint, which has excellent water permeability, good waterproofness, reduced surface cracking, and increased compressive stress and tensile stress. To be.

Description

투수 콘크리트 시공방법Pitched concrete construction method

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

제1도 내지 제3도는 본 발명에 따른 콘크리트 시공구조의 각각 다른 예시 단면도.1 to 3 are cross-sectional views of different examples of the concrete construction structure according to the present invention.

Claims (1)

콘크리트용 조성물에 있어서, 골재의 입도를 단일 입도인 6∼10mm 크기로 하고 통상의 콘크리트 조성물 외에 화이버 글라스(Fibre Glass)를 2kg/㎥ 투입하여 콘크리트 조성물로하고 최하지층(5)을 수평면으로하여 종횡방향의 5∼10mm 간격으로 원주면에 다수의 구멍이 뚫린 유공관(7)을 설치한 다음 그 위에 쇄석층(6)을 설치하고 그 위에는 지오필터(Geo filter)(4)층을 설치한 후 다시 그 위에 모래층(3)을 설치하고 그 위에는 콘크리트표층(1)을 타설하되, 콘크리트표층 높이(H)의 ⅔H와 두께와 ⅓H 두께 지점 사이에 그리드(Grid)(2)를 설치하고 상기 콘크리트표층(1)의 중간 지점에 줄눈(Saw Cutting)(8)을 설치하는 방법과, 최하지층(5)의 중앙을 돌출 경사지게 형성한 다음 그 주변에 종횡방향의 5∼10mm 간격으로 원주면에 다수개의 구멍이 뚫린 유공관(7)을 설치하고 그 위에는 잡석층(6')을 설치한 후 그 위의 콘크리트표층(1)과의 사이에 지오필터층(4)을 설치하고 상기 콘크리트표층(4)의 ⅓H 두께 지점과 ⅔H와 두께 지점 사이에 그리드(2)를 설치한 후 상기 콘크리트표층(1)의 중간지점에 줄눈(8)을 설치하는 방법과, 최하지층(5)의 중앙을 경사돌출되게 형성한 다음 그 주변에 종횡방향의 5∼10mm 간격으로 원주면에 다수개의 구멍이 뚫린 유공관(7)을 설치하되, 상기 유공관(7)의 표면에 지오필터(4)을 설치하고 그 위에 잡석층(6')을 설치한 후 그 위에 콘크리트표층(1)을 설치하되, 상기 콘크리트표층(1)의 ⅓H 두께 지점과 ⅔H와 두께 지점 사이에 그리드(2)를 설치한 다음 상기 콘크리트표층(1)의 중간 지점에 줄눈(8)을 설치하는 방법 중에서 선택된 어느 한가지 방법으로 콘크리트를 시공한 다음 콘크리트 표면을 유색 에폭시 수지도료로 스프에이 방식으로 그래픽(Graphic) 처리하여 콘크리트표층을 적절한 유색 모양으로 함을 특징으로 하는 투수 콘크리트 시공방법.In the composition for concrete, the particle size of the aggregate is 6-10 mm, which is a single particle size, and 2 kg / m3 of fiber glass is added to the concrete composition in addition to the ordinary concrete composition to make the concrete composition, and the bottom layer 5 as the horizontal plane. After installing the perforated tube (7) having a plurality of holes in the circumferential surface at intervals of 5 to 10 mm in the direction, install a crushed stone layer (6) on it, and then install a geo filter (4) layer on it A sand layer 3 is installed thereon, and a concrete surface layer 1 is placed thereon, and a grid 2 is installed between the height H and the thickness and thickness HH of the concrete surface height H, and the concrete surface layer ( A method of installing saw cutting 8 at the midpoint of 1), and forming the center of the bottom layer 5 protruded and inclined, and then a plurality of holes in the circumferential surface at intervals of 5 to 10 mm in the longitudinal direction. Install this perforated perforated tube (7) After installing the rubble layer 6 ', the geofilter layer 4 is installed between the concrete surface layer 1 and the grid between the thickness point and the thickness point of the concrete surface layer 4 2) after installing the joint (8) at the intermediate point of the concrete surface layer (1), and the center of the bottom layer (5) is formed to be inclined protruding, and then 5 ~ 10mm interval in the longitudinal direction around the To install a perforated tube (7) having a plurality of holes in the circumferential surface, the geofilter (4) is installed on the surface of the perforated tube (7) and a rubble layer (6 ') is installed thereon and then the concrete surface layer ( 1), but the grid (2) is installed between the thickness point and the thickness point of the concrete surface layer (1) and then the joint (8) at the middle point of the concrete surface layer (1) Construct the concrete in one of the chosen ways, then cover the concrete surface with colored epoxy resin A method of charge soup permeable concrete construction, characterized by a graphic (Graphic) process in such a way also the concrete surface in an appropriate color appearance. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019970007309A 1997-03-05 1997-03-05 Water permeable concrete paving method KR100217947B1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
KR1019970007309A KR100217947B1 (en) 1997-03-05 1997-03-05 Water permeable concrete paving method
TW086104699A TW371688B (en) 1997-03-05 1997-04-12 Method for constructing porous concrete building
CNB971097380A CN1152171C (en) 1997-03-05 1997-04-25 Process for carrying out construction work of porous concrete
KR1019990005866A KR100217946B1 (en) 1997-03-05 1999-02-22 Porous concrete construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019970007309A KR100217947B1 (en) 1997-03-05 1997-03-05 Water permeable concrete paving method

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR1019990005866A Division KR100217946B1 (en) 1997-03-05 1999-02-22 Porous concrete construction method

Publications (2)

Publication Number Publication Date
KR970027526A true KR970027526A (en) 1997-06-24
KR100217947B1 KR100217947B1 (en) 1999-09-01

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Family Applications (2)

Application Number Title Priority Date Filing Date
KR1019970007309A KR100217947B1 (en) 1997-03-05 1997-03-05 Water permeable concrete paving method
KR1019990005866A KR100217946B1 (en) 1997-03-05 1999-02-22 Porous concrete construction method

Family Applications After (1)

Application Number Title Priority Date Filing Date
KR1019990005866A KR100217946B1 (en) 1997-03-05 1999-02-22 Porous concrete construction method

Country Status (3)

Country Link
KR (2) KR100217947B1 (en)
CN (1) CN1152171C (en)
TW (1) TW371688B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100324249B1 (en) * 1999-12-02 2002-02-25 황익현 A thin-water permeable concrete paving method with fine aggregate

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100667248B1 (en) 2006-09-27 2007-01-12 (주) 일신하이텍 Sidewalk sinking prevent structure of road
CN101513813B (en) * 2008-11-26 2011-03-16 福建省闽南建筑工程有限公司 Large-scale hollowed-out embossed hollow stone column construction method
KR101287621B1 (en) * 2010-03-25 2013-07-23 고희봉 A Road For Drainage And Method For It
CN106498822A (en) * 2016-11-29 2017-03-15 江苏中路工程技术研究院有限公司 A kind of permeable pavement paving structure of prefabricated foaming concrete lightweight
CN106930166A (en) * 2017-03-21 2017-07-07 济南大学 A kind of multi-functional environment-protection regenerated water-permeable concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100324249B1 (en) * 1999-12-02 2002-02-25 황익현 A thin-water permeable concrete paving method with fine aggregate

Also Published As

Publication number Publication date
TW371688B (en) 1999-10-11
KR100217946B1 (en) 2000-03-15
KR100217947B1 (en) 1999-09-01
CN1192498A (en) 1998-09-09
CN1152171C (en) 2004-06-02

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