CN108221546A - City high-strength water-permeable fiber mixes native road construction method - Google Patents

City high-strength water-permeable fiber mixes native road construction method Download PDF

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Publication number
CN108221546A
CN108221546A CN201810034632.8A CN201810034632A CN108221546A CN 108221546 A CN108221546 A CN 108221546A CN 201810034632 A CN201810034632 A CN 201810034632A CN 108221546 A CN108221546 A CN 108221546A
Authority
CN
China
Prior art keywords
joint
water
lime
clay
cement
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN201810034632.8A
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Chinese (zh)
Inventor
程伟刚
姚雪
程卫平
葛加君
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chifeng Cheng Lian Municipal Engineering Co Ltd
Original Assignee
Chifeng Cheng Lian Municipal Engineering Co Ltd
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 Chifeng Cheng Lian Municipal Engineering Co Ltd filed Critical Chifeng Cheng Lian Municipal Engineering Co Ltd
Priority to CN201810034632.8A priority Critical patent/CN108221546A/en
Publication of CN108221546A publication Critical patent/CN108221546A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/08Slag cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids

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

Abstract

The invention discloses a kind of city high-strength water-permeable fibers to mix native road construction method, including material selection, processing configuration, model sheetinstallat, bar-mat reinforcement fabrication and installation, drinks moistening, material configuration, dry mixing, cloth, vibrates, the construction of troweling, seam, form removal, opens.The present invention had not only kept smooth high-strength durable, but also kept good permeable effect;Its water-absorption fiber can directly absorb to be oozed, while lime, wooden carbon, clay are hydrophily object, have extremely strong absorbent function, make its road surface permeability rate strong under the water conduction of road surface.

Description

City high-strength water-permeable fiber mixes native road construction method
Technical field
The present invention relates to a kind of city high-strength water-permeable fibers to mix native road construction method.
Background technology
Urban road is existing to keep smooth high-strength durable, keeps good permeable effect again, is always town road work The technological difficulties of journey construction, therefore find a kind of important topic that there is above-mentioned construction method and become this field.
Invention content
The purpose of the present invention is to provide a kind of city for keeping smooth high-strength durable, keeping good permeable effect is high-strength Water penetration fiber mixes native road construction method.
The present invention technical solution be:
A kind of city high-strength water-permeable fiber mixes native road construction method, it is characterized in that:Include the following steps:
(One)Material selection, processing configuration:
(1)Material selection:Using cement, lime, yellow ground, stone, wooden carbon, clay, fiber, water-absorbing resin;Cement uses 325 ore deposits Slag cement;
(2)Material processing:Lime elder generation Overheating Treatment, yellow ground, stone removal impurity;Crushing, grain size≤10- is dried in clay 20mm;
(3)Quality of materials matches:Cement:Lime:Yellow ground:Stone:Wooden carbon:Clay:Fiber:Water-absorbing resin=30:15:30:15: 18:26:1:1, it is dry to stir configuration;
(Two)Construction method
(1)Model sheetinstallat:Punching block is selected, two side templates are installed by absolute altitude control line, are fixed;
(2)Bar-mat reinforcement fabrication and installation:
Transmission rod selects Φ 16mm screw-thread steels, and pull rod uses Φ mm25 round steel, and plate outer edge is strengthened using Φ 12mm screw-thread steels Muscle, screw-thread steel use 6 round steel mm connections of Φ;Steel mesh should be laid in place by figure before spreading out muscle;
(Three)Drinks moisten, and roadbed is moistened with sprinkler drinks;
(Four)Material is configured
(1)Dry mixing:Cement, lime, yellow ground, stone, wooden carbon, clay, fiber are carried out dry mixing, then water and resin stirred in proportion It mixes, moisture control is within 15%;
(Five)Cloth:Uniform distribution is carried out using paver vehicle;
(Six)It vibrates:It is disclosed using vibrator interval into vibrating, moves vibrating time 5-30s, fast insert pulls out, is subject to and glows slurries slowly, Then it is vibrated and flattened with vibrator again, then with tumbling surface;
(Seven)Twice of troweling;
(Eight)Seam is constructed
(1)Longitudinal joint:According to design requirement spacing, in gap side brushing interleaving agent;
(2)Transverse contraction joint:Spacing 5m;
(3)Expansion joint (E.J.) sets expansion joint (E.J.) in intersection bend starting point section part and road at 100m, slit width 2cm, is filled out in seam 2cm cystosepiments envelope material;
(4)Construction joint:Transverse joint, i.e. construction joint are set during interruption of being completed;
(5)Joint filling:Using soft mastic pointing, depth 3-4cm;
(Nine)Maintenance, time >=140 hour, gunnysack grass need to cover watering maintenance;
(Ten)Form removal, opening.
The present invention had not only kept smooth high-strength durable, but also kept good permeable effect;Its water-absorption fiber can directly absorb road It is oozed under the water conduction of face, while lime, wooden carbon, clay are hydrophily object, have extremely strong absorbent function, make its road surface permeability rate By force.
With reference to embodiment, the invention will be further described.
Specific embodiment
A kind of city high-strength water-permeable fiber mixes native road construction method, includes the following steps:
(One)Material selection, processing configuration:
(1)Material selection:Using cement, lime, yellow ground, stone, wooden carbon, clay, fiber, water-absorbing resin;Cement uses 325 ore deposits Slag cement;
(2)Material processing:Lime elder generation Overheating Treatment, yellow ground, stone removal impurity;Crushing, grain size≤10- is dried in clay 20mm;
(3)Quality of materials matches:Cement:Lime:Yellow ground:Stone:Wooden carbon:Clay:Fiber:Water-absorbing resin=30:15:30:15: 18:26:1:1, it is dry to stir configuration;
(Two)Construction method
(1)Model sheetinstallat:Punching block is selected, two side templates are installed by absolute altitude control line, are fixed;
(2)Bar-mat reinforcement fabrication and installation:
Transmission rod selects Φ 16mm screw-thread steels, and pull rod uses Φ mm25 round steel, and plate outer edge is strengthened using Φ 12mm screw-thread steels Muscle, screw-thread steel use 6 round steel mm connections of Φ;Steel mesh should be laid in place by figure before spreading out muscle;
(Three)Drinks moisten, and roadbed is moistened with sprinkler drinks;
(Four)Material is configured
(1)Dry mixing:Cement, lime, yellow ground, stone, wooden carbon, clay, fiber are carried out dry mixing, then water and resin stirred in proportion It mixes, moisture control is within 15%;
(Five)Cloth:Uniform distribution is carried out using paver vehicle;
(Six)It vibrates:It is disclosed using vibrator interval into vibrating, moves vibrating time 5-30s, fast insert pulls out, is subject to and glows slurries slowly, Then it is vibrated and flattened with vibrator again, then with tumbling surface;
(Seven)Twice of troweling;
(Eight)Seam is constructed
(1)Longitudinal joint:According to design requirement spacing, in gap side brushing interleaving agent;
(2)Transverse contraction joint:Spacing 5m;
(3)Expansion joint (E.J.) sets expansion joint (E.J.) in intersection bend starting point section part and road at 100m, slit width 2cm, is filled out in seam 2cm cystosepiments envelope material;
(4)Construction joint:Transverse joint, i.e. construction joint are set during interruption of being completed;
(5)Joint filling:Using soft mastic pointing, depth 3-4cm;
(Nine)Maintenance, time >=140 hour, gunnysack grass need to cover watering maintenance;
(Ten)Form removal, opening.

Claims (1)

1. a kind of city high-strength water-permeable fiber mixes native road construction method, it is characterized in that:Include the following steps:
(One)Material selection, processing configuration:
(1)Material selection:Using cement, lime, yellow ground, stone, wooden carbon, clay, fiber, water-absorbing resin;Cement uses 325 ore deposits Slag cement;
(2)Material processing:Lime elder generation Overheating Treatment, yellow ground, stone removal impurity;Crushing, grain size≤10- is dried in clay 20mm;
(3)Quality of materials matches:Cement:Lime:Yellow ground:Stone:Wooden carbon:Clay:Fiber:Water-absorbing resin=30:15:30:15: 18:26:1:1, it is dry to stir configuration;
(Two)Construction method
(1)Model sheetinstallat:Punching block is selected, two side templates are installed by absolute altitude control line, are fixed;
(2)Bar-mat reinforcement fabrication and installation:
Transmission rod selects Φ 16mm screw-thread steels, and pull rod uses Φ mm25 round steel, and plate outer edge is strengthened using Φ 12mm screw-thread steels Muscle, screw-thread steel use 6 round steel mm connections of Φ;Steel mesh should be laid in place by figure before spreading out muscle;
(Three)Drinks moisten, and roadbed is moistened with sprinkler drinks;
(Four)Material is configured
(1)Dry mixing:Cement, lime, yellow ground, stone, wooden carbon, clay, fiber are carried out dry mixing, then water and resin stirred in proportion It mixes, moisture control is within 15%;
(Five)Cloth:Uniform distribution is carried out using paver vehicle;
(Six)It vibrates:It is disclosed using vibrator interval into vibrating, moves vibrating time 5-30s, fast insert pulls out, is subject to and glows slurries slowly, Then it is vibrated and flattened with vibrator again, then with tumbling surface;
(Seven)Twice of troweling;
(Eight)Seam is constructed
(1)Longitudinal joint:According to design requirement spacing, in gap side brushing interleaving agent;
(2)Transverse contraction joint:Spacing 5m;
(3)Expansion joint (E.J.) sets expansion joint (E.J.) in intersection bend starting point section part and road at 100m, slit width 2cm, is filled out in seam 2cm cystosepiments envelope material;
(4)Construction joint:Transverse joint, i.e. construction joint are set during interruption of being completed;
(5)Joint filling:Using soft mastic pointing, depth 3-4cm;
(Nine)Maintenance, time >=140 hour, gunnysack grass need to cover watering maintenance;
(Ten)Form removal, opening.
CN201810034632.8A 2018-01-15 2018-01-15 City high-strength water-permeable fiber mixes native road construction method Pending CN108221546A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810034632.8A CN108221546A (en) 2018-01-15 2018-01-15 City high-strength water-permeable fiber mixes native road construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810034632.8A CN108221546A (en) 2018-01-15 2018-01-15 City high-strength water-permeable fiber mixes native road construction method

Publications (1)

Publication Number Publication Date
CN108221546A true CN108221546A (en) 2018-06-29

Family

ID=62640995

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4707195B2 (en) * 2007-08-10 2011-06-22 株式会社大林組 Pumped water pavement and its pavement method
CN102515669A (en) * 2011-12-19 2012-06-27 重庆市智翔铺道技术工程有限公司 Water-retaining and cooling material for road as well as preparation and construction methods for same
CN104294729A (en) * 2014-08-25 2015-01-21 四川金锋建设有限公司 Method for constructing concrete pavement
CN105236878A (en) * 2015-08-31 2016-01-13 宜昌朗天新型建材有限公司 Ceramsite concrete water-permeable pavement material
JP2016156127A (en) * 2015-02-23 2016-09-01 太平洋セメント株式会社 Concrete pavement

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4707195B2 (en) * 2007-08-10 2011-06-22 株式会社大林組 Pumped water pavement and its pavement method
CN102515669A (en) * 2011-12-19 2012-06-27 重庆市智翔铺道技术工程有限公司 Water-retaining and cooling material for road as well as preparation and construction methods for same
CN104294729A (en) * 2014-08-25 2015-01-21 四川金锋建设有限公司 Method for constructing concrete pavement
JP2016156127A (en) * 2015-02-23 2016-09-01 太平洋セメント株式会社 Concrete pavement
CN105236878A (en) * 2015-08-31 2016-01-13 宜昌朗天新型建材有限公司 Ceramsite concrete water-permeable pavement material

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Application publication date: 20180629