CN1451626A - High strength steel fibre concrete and making method thereof - Google Patents

High strength steel fibre concrete and making method thereof Download PDF

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Publication number
CN1451626A
CN1451626A CN02114053A CN02114053A CN1451626A CN 1451626 A CN1451626 A CN 1451626A CN 02114053 A CN02114053 A CN 02114053A CN 02114053 A CN02114053 A CN 02114053A CN 1451626 A CN1451626 A CN 1451626A
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China
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high strength
strength steel
steel fibre
poured
water
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CN02114053A
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CN1192987C (en
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杨果林
林小松
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

A steel fibre reinforced high-strength concrete is prepared from cement, flyash, silicon ash, water, steel fibres, sand, broken stone and water-reducing agent through providing raw materials and mould, sequentially and proportionally mixing, stirring, pouring in mould, vibration, natural curing, demoulding, standard curing and inspection.

Description

High strength steel fibre concrete and preparation method thereof
Technical field
The invention belongs to the concrete technology field, relate to a kind of high strength steel fibre concrete and preparation method thereof.
Background technology
Cement concrete is architectural main material of construction, generally is by cement, sand, gravel, adds water again, after mixing, moulding, solidifies and forms.The general ultimate compression strength height of cement concrete product, but anti-folding, tensile strength are low, poor toughness, frost resistance poor (should not construct winter), generally all need to add a large amount of reinforcing bars in order to improve its anti-folding tensile strength, cost is increased, it is complicated that production technique becomes.
Summary of the invention
Technical problem to be solved by this invention is the weak point at existing concrete, and a kind of high strength steel fibre concrete and preparation method thereof is provided.
The technical scheme that solution the technology of the present invention problem is adopted is that the composition range (weight percent) that this high strength steel fibre concrete comprises is: cement 18-20%, flyash 2-4%, silicon ash 3-5%, water 6-8%, steel fiber 2-4%, sand 20-30%, rubble 35-45%, water reducer 0.2-0.5%.The making method of high strength steel fibre concrete of the present invention may further comprise the steps:
1, starting material are prepared and the concrete product mould is prepared, 2, starting material proportion ingredient in accordance with regulations, 3, to glue together material: cement, flyash, the silicon ash is poured into to do in the stirrer and is stirred, 4, again will be thick, the fine aggregate rubble, sand is poured into to do in the stirrer and is stirred, 5, water reducer is soluble in water, 6, the water that is dissolved with water reducer is poured the stirring of wetting in the stirrer into, 7, steel fiber is scattered in the compound, continue to stir, 8, compound is poured in the mould 9, vibratory compaction, 10, natural curing, 11, the demoulding, 12, the stdn maintenance, 13, survey sample the qualified high strength steel fibre concrete goods that promptly get.
High strength steel fibre concrete of the present invention has the intensity height, and bearing capacity is big, and frost resistance is good, good toughness, anti-folding, ultimate compression strength height.Ultimate compression strength reaches 100MPa after tested, frost resistance: 50 freeze thawing pressure testing strength ratios are greater than 0.98, and folding strength (standard test specimen) is greater than 15MPa, and slip resistance is greater than 22.5MPa.
High strength steel fibre concrete of the present invention can be widely used in road, bridge, airfield runway road surface, the stressed big position of buildings, underground pipeline manhole shaft lid etc.When the weight that requires to carry is very big, also can in this high strength steel fibre concrete, add 5-10% (weight percent) reinforcing bar, make its folding strength higher, to reach the needs in the actual use.
Embodiment
Below be indefiniteness embodiment of the present invention:
Be used to make the high strength steel fibre concrete well lid
Concrete formulation (weight percent): cement 20%, flyash 3.5%, silicon ash 4.5%, water 5%, steel fiber 2.5%, sand 23%, rubble 34.3%, water reducer 0.25%, cold rolled reinforcing steel bar with ribs 7%.
Production method: 1, the cover plate of starting material preparation and well lid, the mould of cage is prepared, and reinforcing bar is distributed in the mould of cover plate and cage, 2, starting material proportion ingredient in accordance with regulations, 3, to glue together material: cement, flyash, the silicon ash is poured into to do in the stirrer and was stirred 2-3 minute, 4, again will be thick, the fine aggregate rubble, sand is poured into to do in the stirrer and was stirred 2-3 minute, 5, water reducer is soluble in water, 6, the water that is dissolved with water reducer is poured stirring 3-5 minute of wetting in the stirrer into, 7, steel fiber is scattered in the compound, continue to stir 3-5 minute, 8, compound is poured in the mould, 9, vibrate moulding in 1-2 minute, 10, natural curing 1 hour, 11, the demoulding, 12, stdn maintenance 27 days, 13, survey sample qualified high strength steel fibre concrete well lid goods, 14 of promptly getting, be installed on the scene of using.As urban road water drain well lid, the automobile that its cover plate intensity can be born various tonnages passes through thereon with high strength steel fibre concrete well lid of the present invention.And the concrete cover problem that do not exist stolen robbery to walk, solved that the casting iron well lid cover plate is often stolen before, stay the walking along the street potential problem.

Claims (4)

1, a kind of high strength steel fibre concrete is characterized in that the composition range (weight percent) that this high strength steel fibre concrete comprises is: cement 18-20%, flyash 2-4%, silicon ash 3-5%, water 6-8%, steel fiber 2-4%, sand 20-30%, rubble 35-45%, water reducer 0.2-0.5%.
2,, it is characterized in that also including the reinforcing bar of 5-10% (weight percent) according to the described high strength steel fibre concrete of claim.
3, a kind of method that is used to make claim 1 or 2 described high strength steel fibre concretes may further comprise the steps:
(1), starting material are prepared and the concrete product mould is prepared, (2), starting material proportion ingredient in accordance with regulations, (3), to glue together material: cement, flyash, the silicon ash is poured into to do in the stirrer and is stirred, (4), again will be thick, the fine aggregate rubble, sand is poured into to do in the stirrer and is stirred, (5), water reducer is soluble in water, (6), the water that is dissolved with water reducer is poured the stirring of wetting in the stirrer into, (7), steel fiber is scattered in the compound, continue to stir, (8), compound is poured in the mould (9), vibratory compaction, (10), natural curing, (11), the demoulding, (12), the stdn maintenance, (13), survey sample the qualified high strength steel fibre concrete goods that promptly get.
4, the method of making high strength steel fibre concrete according to claim 3, the method that it is characterized in that being used to making the high strength steel fibre concrete well lid is: (1), the cover plate of starting material preparation and well lid, the mould of cage is prepared, and reinforcing bar is distributed in the mould of cover plate and cage, (2), starting material proportion ingredient in accordance with regulations, (3), to glue together material: cement, flyash, the silicon ash is poured into to do in the stirrer and was stirred 2-3 minute, (4), again will be thick, the fine aggregate rubble, sand is poured into to do in the stirrer and was stirred 2-3 minute, (5), water reducer is soluble in water, (6), the water that is dissolved with water reducer is poured stirring 3-5 minute of wetting in the stirrer into, (7), steel fiber is scattered in the compound, continue to stir 3-5 minute, (8), compound is poured in the mould, (9), vibrate moulding in 1-2 minute, (10), natural curing 1 hour, (11), the demoulding, (12), stdn maintenance 27 days, (13), survey sample qualified high strength steel fibre concrete well lid goods, (14) of promptly getting, be installed on the scene of using.
CNB021140537A 2002-04-17 2002-04-17 High strength steel fibre concrete and making method thereof Expired - Fee Related CN1192987C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB021140537A CN1192987C (en) 2002-04-17 2002-04-17 High strength steel fibre concrete and making method thereof

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Application Number Priority Date Filing Date Title
CNB021140537A CN1192987C (en) 2002-04-17 2002-04-17 High strength steel fibre concrete and making method thereof

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CN1451626A true CN1451626A (en) 2003-10-29
CN1192987C CN1192987C (en) 2005-03-16

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CN100393661C (en) * 2006-03-22 2008-06-11 西安建筑科技大学 Concrete used for shaped-steel and concrete joint construction
CN101164959B (en) * 2007-09-25 2010-12-08 贵州省桥梁工程总公司 Long pumping distance machine-made sand concrete
CN101913815A (en) * 2010-08-18 2010-12-15 西安建筑科技大学 Concrete with strength grade of C140 used for profile steel-concrete composite structure
CN101921092A (en) * 2010-08-18 2010-12-22 西安建筑科技大学 Concrete for profiled steel concrete composite structure with C110 in strength grade
CN101941823A (en) * 2010-09-29 2011-01-12 江苏省交通科学研究院股份有限公司 Concrete with high strength and huge fluidity
CN101713236B (en) * 2009-11-30 2011-03-02 陈兆平 Light and high-strength wallboard made from fiber reinforced concrete and preparation method thereof
CN101983946A (en) * 2010-04-16 2011-03-09 南京理工大学 Protection engineering material resisting repeated impacts and method of producing material with solid wastes
CN102060479A (en) * 2009-11-16 2011-05-18 中冶建筑研究总院有限公司 Ultrahigh-strength wear-resisting plate with cement base and production method thereof
CN101445342B (en) * 2008-11-24 2011-06-22 上海美创建筑材料有限公司 Concrete material for reinforcing high-performance structure project, preparation method and use thereof
CN102121289A (en) * 2011-01-06 2011-07-13 哈尔滨工程大学 Ultrahigh-strength and ultrathin bottom board for laminated slab and production method thereof
CN102249613A (en) * 2011-05-17 2011-11-23 四川省交通运输厅公路规划勘察设计研究院 Steel pipe C60 steel fiber cement concrete
CN102381859A (en) * 2011-07-26 2012-03-21 创斯达(南通)机电有限公司 Cement-based composite material with high drilling resistance used in bank financial equipment and preparation method thereof
CN102531484A (en) * 2012-03-12 2012-07-04 河海大学 Closed curve-shaped steel fiber reinforced concrete
CN102701650A (en) * 2012-05-30 2012-10-03 金陵科技学院 Reclaimed waste carpet fiber reinforced cement-based composite material, and preparation method and application thereof
CN102718452A (en) * 2012-06-28 2012-10-10 江苏南瓷绝缘子有限公司 Super strength silicate cement adhesive and preparation method thereof
CN102992719A (en) * 2012-11-26 2013-03-27 肥西县皖西水泥制品有限公司 High-strength inspection well concrete and preparation method thereof
CN103290915A (en) * 2013-06-24 2013-09-11 徐金盛 Draining mesh board perforated strainer and manufacturing method thereof
CN103880368A (en) * 2014-01-28 2014-06-25 招商局重庆交通科研设计院有限公司 Steel fiber reinforced self-compacting concrete
CN103979872A (en) * 2014-05-12 2014-08-13 黑龙江省水利科学研究院 Preparation method of 2-meter lightweight prefabricated concrete U-shaped channel
CN101962282B (en) * 2009-07-22 2014-08-20 中国钢铁股份有限公司 Concrete precasting member material formula and forming method thereof
CN104098311A (en) * 2009-07-22 2014-10-15 中国钢铁股份有限公司 Formula and forming method of pre-casting concrete component material
CN104692723A (en) * 2015-02-12 2015-06-10 中国葛洲坝集团国际工程有限公司 Large-deformation concrete
CN105174835A (en) * 2015-08-24 2015-12-23 安徽砼宇特构科技有限公司 Anti-compression pipe culvert and preparation method thereof
CN105563614A (en) * 2016-03-15 2016-05-11 苏州市兴邦化学建材有限公司 Production process of surface-bright profile steel fiber concrete inspection well cover
CN105693155A (en) * 2016-02-22 2016-06-22 中国水利水电第十工程局有限公司 High-dispersion steel fiber reinforced concrete and construction technology thereof
CN105731937A (en) * 2016-03-15 2016-07-06 苏州市兴邦化学建材有限公司 Concrete for plastic mold to produce steel fiber concrete well seat
CN105801034A (en) * 2016-06-02 2016-07-27 南京工程学院 Steel-fiber light-emitting-concrete maintenance well lid and production method thereof
CN105819775A (en) * 2016-03-15 2016-08-03 苏州市兴邦化学建材有限公司 C80 steel fiber concrete manhole cover
CN105859213A (en) * 2016-03-30 2016-08-17 四川华西绿舍建材有限公司 Steel fiber concrete with high fracture resistance and preparation method thereof
CN105906267A (en) * 2016-04-21 2016-08-31 长安大学 Anti-thrust continuous reinforced concrete and production method thereof
CN107129218A (en) * 2017-04-25 2017-09-05 瞿慧 A kind of concrete walls and preparation method thereof
CN107324712A (en) * 2017-07-27 2017-11-07 长安大学 Very-high performance steel fiber reinforced concrete and preparation method thereof
CN107721327A (en) * 2017-12-08 2018-02-23 郑亮 A kind of modified Stainless-steel fibre bridge, which pours, uses concrete
CN108481550A (en) * 2018-03-22 2018-09-04 长沙理工大学 The stirring means and UHPC mixtures of UHPC
CN108501172A (en) * 2018-04-18 2018-09-07 上海市建筑科学研究院 Large dosage, which is chopped, synthesizes the forming method of fine fibre concrete
CN109778657A (en) * 2019-03-29 2019-05-21 哈尔滨康力鸿商贸有限公司 A kind of cement pavement quick maintenance method
CN110341025A (en) * 2019-06-25 2019-10-18 南京理工大学 Control the placement layer by layer technique of steel fibre distribution arrangement in steel fiber reinforced concrete

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Publication number Priority date Publication date Assignee Title
CN100393661C (en) * 2006-03-22 2008-06-11 西安建筑科技大学 Concrete used for shaped-steel and concrete joint construction
CN101164959B (en) * 2007-09-25 2010-12-08 贵州省桥梁工程总公司 Long pumping distance machine-made sand concrete
CN101445342B (en) * 2008-11-24 2011-06-22 上海美创建筑材料有限公司 Concrete material for reinforcing high-performance structure project, preparation method and use thereof
CN104098311A (en) * 2009-07-22 2014-10-15 中国钢铁股份有限公司 Formula and forming method of pre-casting concrete component material
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