KR970010698A - Fine-grained thin pitched concrete paving method - Google Patents

Fine-grained thin pitched concrete paving method Download PDF

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Publication number
KR970010698A
KR970010698A KR1019950024082A KR19950024082A KR970010698A KR 970010698 A KR970010698 A KR 970010698A KR 1019950024082 A KR1019950024082 A KR 1019950024082A KR 19950024082 A KR19950024082 A KR 19950024082A KR 970010698 A KR970010698 A KR 970010698A
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South Korea
Prior art keywords
cement
permeable concrete
fine
weight
compacting
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KR1019950024082A
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Korean (ko)
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KR0134989B1 (en
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황익현
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황익현
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Priority to KR1019950024082A priority Critical patent/KR0134989B1/en
Priority to US08/640,230 priority patent/US5788407A/en
Priority to AU51970/96A priority patent/AU701103B2/en
Priority to CNB961084472A priority patent/CN1135281C/en
Priority to JP11100696A priority patent/JP3280847B2/en
Publication of KR970010698A publication Critical patent/KR970010698A/en
Application granted granted Critical
Publication of KR0134989B1 publication Critical patent/KR0134989B1/en

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    • 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
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02—Granular materials, e.g. microballoons
    • C04B14/04—Silica-rich materials; Silicates
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/0481—Other specific industrial waste materials not provided for elsewhere in C04B18/00
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48—Macromolecular compounds
    • C04B41/488—Other macromolecular compounds obtained otherwise than by reactions only involving unsaturated carbon-to-carbon bonds
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/54—Pigments; Dyes
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284—Materials permeable to liquids
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Road Paving Structures (AREA)

Abstract

본 발명은 세립도 투수 콘크리트의 박층 포장방법에 관한 것으로서 특히 노상의 정비 및 모래의 포설 쇄석기층의 포설과 다짐 후 투수계수기 10×10-2㎝/sec 이상의 기층용 투수콘크리트를 포설과 다짐후 1시간 이내에 시멘트 250㎏/㎥에서 500㎏/㎥ 물시멘트비 25%에서 40%가는 쇄석 3mm체에서 중량비로 80%에서 100% 통과하고 1mm에서 중량비로 10%가 통과하는 자재 1430㎏/㎥에서 2100㎏/㎥ 사용량중 분쇄폐유리를 10%에서 50%까지 사용하고, 가는 쇄석은 50%에서 90% 사용하며, 안료는 무기 질안료를 사용하고 시멘트 사용중량의 10% 이내로 사용하며, 시멘트 지연제를 시멘트 사용중량의 2%이내에서 사용하며, 본드는 아크릴 본드를 고형분 50% 기준으로 혼합하여 기층용 투수 콘크리트 표면에 30mm이내 범위에서 평탄하게 포설하여 시험실에서 제작한 공시체의 밀도 이상으로 다지는데 다짐시 콤랙트로 2회에서 5회를 다지며, 양생 살수 후 비닐로 덮어서 1일 이상 양생하고 표면의 수분을 증발시킨 후 에폭시프라이머로 기층용 투수 콘크리트 표면까지 침투될 수 있도록 100㎡당 15㎏에서 50㎏까지 스프레이로 세립도 투수콘크리트 표면에 살포하며, 7시간이상 양생하여 공극율 7%이상, 투수계수 10×10-3㎝/sec 이상, 압축강도기준 150㎏/㎠이상 400㎏/㎠이하인 세립도 투수 콘크리트의 박층 포장방법에 관한 것이다.The present invention relates to a thin-layer pavement method of fine-grain permeable concrete, and in particular, after laying and compacting a groundwater permeable concrete with a permeability counter of 10 × 10 -2 cm / sec after laying and compacting the ground. Cement 250kg / ㎥ to 500㎏ / ㎥ Water cement ratio 25% to 40% of the crushed stone 3mm sieve, 80% to 100% by weight ratio and 10% by weight ratio from 1mm to 2100kg at 1430kg / ㎥ / M3 of crushed waste glass is used from 10% to 50%, fine crushed stone is used from 50% to 90%, pigment is used as inorganic pigment, and it is used within 10% of the weight of cement, and cement retardant is used. It is used within 2% of the weight of cement, and the bond is mixed with acrylic bond based on 50% of solid content and laid flat on the surface of permeable concrete for basement within 30mm range. 2 to 5 times as a compact when compacting, and after curing sprinkling, it is cured with vinyl and cured for at least 1 day. Spray from ㎏ to 50㎏ to spray fine granularity on the surface of permeable concrete, and cure for more than 7 hours, with porosity of 7% or more, permeability coefficient of 10 × 10 -3 ㎝ / sec or more, compressive strength of 150 ㎏ / ㎠ or more 400 ㎏ / ㎠ It relates to a thin-layer pavement method of fine-grained permeable concrete as follows.

※ 선택도 제2도※ second degree of selectivity

Description

세립도 박층 투수 콘크리트 포장방법Fine-grained thin pitched concrete paving method

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

Claims (2)

노상의 정비 및 모래의 포설 쇄석기층의 포설과 다짐 후 투수계수기 10×10-2㎝/sec 이상의 기층용 투수콘크리트를 포설과 다짐후 1시간 이내에 시멘트 250㎏/㎥물시멘트비 25%에서 40%가는 쇄석 3mm체에서 중량비로 80%에서 100% 통과하고 1mm에서 중량비로 100%가 통과하는 자재 1430㎏/㎥에서 2100㎏/㎥ 사용량중 분쇄폐유리를 10%에서 50%까지 사용하고, 가는 쇄석은 50%에서 90% 사용하며, 안료는 무기질안료를 사용하고 시멘트 사용중량의 10% 이내로 사용하며, 시멘트 지연제를 시멘트 사용중량의 2%이내에서 사용하며, 본드는 아크릴 본드를 고형분 50% 기준으로 혼합하여 기층용 투수 콘크리트 표면에 30mm이내 범위에서 평탄하게 포설하여 시험실에서 제작한 공시체의 밀도 이상으로 다지는데 다짐시 콤팩트로 2회에서 5회를 다지며, 양생 살수 후 비닐로 덮어서 1일 이상 양생하고 표면의 수분을 증발시킨 후 에폭시프라이머로 기층용 투수 콘크리트 표면까지 침투될 수 있도록 10㎡당 15㎏에서 50㎏까지 스프레이로 세립도 투수콘크리트 표면에 살포하며, 7시간이상 양생하여 공극율 7%이상, 투수계수 10×10-3㎝/sec 이상, 압축강도기준 150㎏/㎠이상 400㎏/㎠이하인 세립도 투수 콘크리트의 및 박층 포장방법.After laying and compacting the roadbed and laying the stone crusher layer, the permeable concrete for the base layer with a permeability counter of 10 × 10-2cm / sec or more goes from 25% to 25% of the cement 250㎏ / ㎥water cement ratio within 1 hour after laying and compacting. Material from which 3% sieve passes 80% to 100% by weight, and 1mm passes by 100% by weight, from 1430㎏ / ㎥ to 2100㎏ / ㎥ usage of crushed waste glass from 10% to 50%. 50% to 90% of the pigment is used, the pigment uses inorganic pigments and is used within 10% of the weight of cement, the cement retardant is used within 2% of the weight of cement, and the bond is based on 50% of the acrylic bond. Mix and lay it flat on the surface of permeable concrete within 30mm within the range, and compact it over the density of specimen produced in the laboratory.When compacting, it is compacted 2 to 5 times with compact and covered with vinyl after curing watering. After curing the phase and evaporating the water on the surface, it is sprayed from 15 ㎏ to 50 ㎏ per 10㎡ on the surface of permeable concrete with an epoxy primer to spray the surface of permeable concrete for basement. A method of paving and laminating fine-grained permeable concrete with a% or more, a permeability factor of 10 × 10-3 cm / sec or more, and a compressive strength of 150 kg / cm 2 or more and 400 kg / cm 2 or less. 제1항에 있어서, 분쇄된 폐유리를 사용하지 않고 가는쇄석을 100%사용하고, 물시멘트비를 20∼30%까지 사용하여 완성하는 세립도 투수 콘크리트의 박층포장방법.The method of claim 1, wherein fine granular water-permeable concrete is finished using 100% of fine crushed stone without using crushed waste glass and 20-30% of water cement. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950024082A 1995-05-01 1995-08-01 Paving method for water permeable concrete with granule type aggregate KR0134989B1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
KR1019950024082A KR0134989B1 (en) 1995-08-01 1995-08-01 Paving method for water permeable concrete with granule type aggregate
US08/640,230 US5788407A (en) 1995-05-01 1996-04-30 Paving method of water-permeable concrete
AU51970/96A AU701103B2 (en) 1995-05-01 1996-05-01 Paving method of water-permeable concrete
CNB961084472A CN1135281C (en) 1995-05-01 1996-05-01 Paving method of water-permeable concrete
JP11100696A JP3280847B2 (en) 1995-05-01 1996-05-01 Permeable concrete pavement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019950024082A KR0134989B1 (en) 1995-08-01 1995-08-01 Paving method for water permeable concrete with granule type aggregate

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KR970010698A true KR970010698A (en) 1997-03-27
KR0134989B1 KR0134989B1 (en) 1998-04-20

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100428811B1 (en) * 2001-10-24 2004-04-29 한국기술산업 주식회사 Paving method for cement concrete road having drainage layer
CN115286254A (en) * 2022-09-21 2022-11-04 王小林 Glass matrix pavement rapid repairing material and pavement rapid repairing method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100701063B1 (en) * 2006-10-18 2007-03-29 주식회사 유로엔지니어링플러스 Water permeable concrete composition of a granule and construction method using the same
KR100872860B1 (en) * 2007-11-27 2008-12-10 주식회사 태영알이씨 The flexroad elasticity pavement using the natural earth and the method for executing the flexroad elasticity pavement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100428811B1 (en) * 2001-10-24 2004-04-29 한국기술산업 주식회사 Paving method for cement concrete road having drainage layer
CN115286254A (en) * 2022-09-21 2022-11-04 王小林 Glass matrix pavement rapid repairing material and pavement rapid repairing method
CN115286254B (en) * 2022-09-21 2023-12-08 王小林 Glass matrix pavement rapid repair material and pavement rapid repair method

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Publication number Publication date
KR0134989B1 (en) 1998-04-20

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