CN107298564A - It is a kind of not disperse contraction-free grouting concrete under water - Google Patents

It is a kind of not disperse contraction-free grouting concrete under water Download PDF

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Publication number
CN107298564A
CN107298564A CN201611095751.1A CN201611095751A CN107298564A CN 107298564 A CN107298564 A CN 107298564A CN 201611095751 A CN201611095751 A CN 201611095751A CN 107298564 A CN107298564 A CN 107298564A
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CN
China
Prior art keywords
disperse
contraction
under water
concrete under
water
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
CN201611095751.1A
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Chinese (zh)
Inventor
臧军
祖庆贺
拾莉
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.)
Xuzhou Zhong Lian Concrete Co Ltd
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Xuzhou Zhong Lian Concrete 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 Xuzhou Zhong Lian Concrete Co Ltd filed Critical Xuzhou Zhong Lian Concrete Co Ltd
Priority to CN201611095751.1A priority Critical patent/CN107298564A/en
Publication of CN107298564A publication Critical patent/CN107298564A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • C04B28/06—Aluminous cements
    • 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
    • C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06—Oxides, Hydroxides
    • C04B22/066—Magnesia; Magnesium hydroxide
    • 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
    • C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/08—Acids or salts thereof
    • C04B22/14—Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • C04B22/142—Sulfates
    • C04B22/143—Calcium-sulfate
    • C04B22/145—Gypsum from the desulfuration of flue gases
    • 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
    • C04B2111/74—Underwater applications

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

A kind of not disperse contraction-free grouting concrete under water, the composition of raw materials of the slurry is made up of the water of 60 65% portland cement, 5 8% aluminate cement, 5 7% desulfurated plaster, 2 3% extra light calcined magnesia swelling agent, 2 3% middle activated magnesia swelling agent, 0.1~0.3% polycarboxylate water-reducer, 0.02 0.05% triethanolamine, 1 2% alum, 0.05 0.08% polyacrylamide, 0.05 0.08% SYNPERONIC PE/F68 and surplus.The slurry of the present invention has good mobility and concrete castability, and direct grouting construction does not disperse, do not isolated under water, and hardened paste early stage and later strength are all good, and slurry has higher volume stability, and ungauged regions, durability has clear improvement.

Description

It is a kind of not disperse contraction-free grouting concrete under water
Technical field
Do not disperse contraction-free grouting concrete under water the present invention relates to a kind of, belong to new material technology field.
Background technology
Contraction-free grouting concrete be one kind using cement-based gelling material as base material, with the additive and fine aggregate etc. such as super plasticizer The grouting patching material mixed, with large fluidity, early strong, high-strength, microdilatancy performance.It is usually used in drying shrinkage to compensate, early By force, high-strength grouting, repairing, form high-strength, fine and close, impervious hardenite.It can be used between filling hole, basic unit and bottom plate and rise Supporting role, such as column beam joint, bridge pad, equipment support, crane runway, also can be used as bolt, bar splicing, bearing etc. Fixation.
For grouting material, it would be highly desirable to which solution is early strong and the problem of expansion, also large fluidity and resisting under water disperses The contradictory problems of property.For these problems, following several processing approach have been formd at present：One is in Portland cement Plus early strength agent and swelling agent, two be to use characteristic cement, and three be Portland cement and characteristic cementitious composite.These methods are all It there are problems that stability is poor, endurance quality.
The content of the invention
Do not disperse contraction-free grouting concrete under water it is an object of the present invention to provide a kind of.
To reach above-mentioned purpose, the technical solution adopted by the present invention is：A kind of contraction-free grouting concrete not scattered under water, it is described The composition of raw materials of slurry is made up of the material of following masses percentage：
Portland cement 60-65%；
Aluminate cement 5-8%；
Desulfurated plaster 5-7%；
Extra light calcined magnesia swelling agent 2-3%；
Middle activated magnesia swelling agent 2-3%；
Polycarboxylate water-reducer 0.1 ~ 0.3%
Triethanolamine 0.02-0.05%；
Alum 1-2%；
Polyacrylamide 0.05-0.08%；
SYNPERONIC PE/F68 0.05-0.08%；
Water surplus.
It is preferred that technical scheme be：The portland cement is P.O.42.5 cement.
It is preferred that technical scheme be：The calcining heat of the extra light calcined magnesia swelling agent is 700 DEG C, and specific surface area is more than Or equal to 350 m2/Kg。
It is preferred that technical scheme be：The calcining heat of the middle activated magnesia swelling agent is 900 DEG C, and specific surface area is more than Or equal to 400 m2/Kg。
It is preferred that technical scheme be：The purity of the triethanolamine is more than or equal to 98%.
It is preferred that technical scheme be：The water-reducing rate of the polycarboxylate water-reducer is 25%.
It is preferred that technical scheme be：The mean molecule quantity of the polyacrylamide is 5,000,000.
It is preferred that technical scheme be：The molecular weight 1500-2000 of the SYNPERONIC PE/F68.
Because above-mentioned technical proposal is used, the present invention has following advantages and effect compared with prior art：
The present invention forms stable expansion sources in long life cycle using the magnesia calcined under gypsum and different temperatures（Calcium Aluminite-extra light calcined magnesia --- middle extra light calcined magnesia system）, triethanolamine is used in combination and alum auxiliary improves grouting material Early strength, utilize triethanolamine and polycarboxylate water-reducer polymolecularity and space steric effect lifted grouting material flowing Property, the dispersion resistance energy of slurry is improved using polyacrylamide and PEP-101.The slurry so prepared With good mobility and concrete castability, direct grouting construction is not scattered under water, do not isolate, and hardened paste early stage and later stage are strong Degree is all good, and slurry has higher volume stability, ungauged regions.Durability has clear improvement.
Embodiment
With reference to embodiment, the invention will be further described：
Embodiment 1 ~ 4：It is a kind of not disperse contraction-free grouting concrete under water.
It is a kind of not disperse contraction-free grouting concrete under water, the composition of raw materials of the slurry by following masses percentage material group Into.
It is preferred embodiment：Portland cement is connection P.O.42.5 cement in Huai-Hai, and 28d intensity is 49.9MPa.
It is preferred embodiment：Aluminate cement is Zhengzhou space Xiang CA-50.
It is preferred embodiment：Gypsum used is the magnificent power plant desulfurization gypsum of Xuzhou state.
It is preferred embodiment：The calcining heat of the extra light calcined magnesia swelling agent is 700 DEG C, and specific surface area is 400m2/Kg。
It is preferred embodiment：The calcining heat of the middle activated magnesia swelling agent is 900 DEG C, and specific surface area is 450 m2/Kg。
It is preferred embodiment：The triethanolamine is industrial goods, and purity is 99%.
It is preferred embodiment：Polycarboxylate water-reducer is Suzhou not gram pulvis polycarboxylic acids 8HP, and water-reducing rate is 25%.
It is preferred embodiment：The alum is industrial goods.
It is preferred embodiment：The polyacrylamide is industrial goods, and mean molecule quantity is 5,000,000.
It is preferred embodiment：The PEP-101 is industrial goods, molecular weight 1500-2000.
The above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow person skilled in the art Scholar can understand present disclosure and implement according to this, and it is not intended to limit the scope of the present invention.It is all according to the present invention The equivalent change or modification that Spirit Essence is made, should all be included within the scope of the present invention.

Claims (8)

1. a kind of do not disperse contraction-free grouting concrete under water, it is characterised in that：The composition of raw materials of the slurry is by following masses percentage The material composition of ratio：
Portland cement 60-65%；
Aluminate cement 5-8%；
Desulfurated plaster 5-7%；
Extra light calcined magnesia swelling agent 2-3%；
Middle activated magnesia swelling agent 2-3%；
Polycarboxylate water-reducer 0.1 ~ 0.3%
Triethanolamine 0.02-0.05%；
Alum 1-2%；
Polyacrylamide 0.05-0.08%；
SYNPERONIC PE/F68 0.05-0.08%；
Water surplus.
2. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The portland cement is P.O.42.5 cement.
3. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The extra light calcined magnesia is swollen Swollen dose of calcining heat is 700 DEG C, and specific surface area is more than or equal to 350 m2/Kg。
4. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The middle activated magnesia is swollen Swollen dose of calcining heat is 900 DEG C, and specific surface area is more than or equal to 400 m2/Kg。
5. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The purity of the triethanolamine More than or equal to 98%.
6. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The polycarboxylate water-reducer Water-reducing rate is 25%.
7. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The polyacrylamide it is flat Average molecular weight is 5,000,000.
8. according to claim 1 do not disperse contraction-free grouting concrete under water, it is characterised in that：The oxirane epoxy third The molecular weight 1500-2000 of alkyl copolymer.
CN201611095751.1A 2016-12-02 2016-12-02 It is a kind of not disperse contraction-free grouting concrete under water Pending CN107298564A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611095751.1A CN107298564A (en) 2016-12-02 2016-12-02 It is a kind of not disperse contraction-free grouting concrete under water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611095751.1A CN107298564A (en) 2016-12-02 2016-12-02 It is a kind of not disperse contraction-free grouting concrete under water

Publications (1)

Publication Number Publication Date
CN107298564A true CN107298564A (en) 2017-10-27

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109180129A (en) * 2018-11-16 2019-01-11 石家庄铁道大学 It is a kind of not disperse back cover material and its construction technology under water
CN114436585A (en) * 2022-01-05 2022-05-06 中国矿业大学 Low-permeability anti-dispersion rock permeability modified material

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1887781A (en) * 2006-07-13 2007-01-03 内蒙古科技大学 No-shrinkage grouting filler with adjustable performance
CN101519288A (en) * 2009-04-03 2009-09-02 南京瑞迪高新技术公司 Special additive for underwater undispersed shrinking-free grouting material
CN101786819A (en) * 2010-01-22 2010-07-28 江苏博特新材料有限公司 Compound expanding agent and application thereof in blocking concrete for diversion tunnel
CN101921086A (en) * 2009-06-12 2010-12-22 中冶建筑研究总院有限公司 Cement-based ultra-high strength contraction-free grouting concrete
CN103153906A (en) * 2010-10-05 2013-06-12 瓦克化学股份公司 Use of polypropylene oxide or an ethylene oxide/propylene oxide copolymer as an adhesion-promoting additive in adhesive and basecoat mortars
CN103265256A (en) * 2013-05-09 2013-08-28 西安理工大学 Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof
CN103449787A (en) * 2012-05-28 2013-12-18 湖北中桥科技有限公司 Underwater non-dispersible mortar and preparation method thereof
CN104203864A (en) * 2012-04-05 2014-12-10 瓦克化学股份公司 Use of polypropylene oxide or ethylene oxide-propylene oxide copolymers in combination with starch ether derivatives as additive in dry mortar compositions
CN104529358A (en) * 2014-11-27 2015-04-22 山西省建筑科学研究院 High-admixture low-cost grouting material and preparation method thereof
CN104761213A (en) * 2015-04-03 2015-07-08 杭州泰正建材有限公司 High-strength non-shrinkage grouting material
CN105236875A (en) * 2015-08-26 2016-01-13 国家电网公司 Grouting material for transmission tower installation base

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1887781A (en) * 2006-07-13 2007-01-03 内蒙古科技大学 No-shrinkage grouting filler with adjustable performance
CN101519288A (en) * 2009-04-03 2009-09-02 南京瑞迪高新技术公司 Special additive for underwater undispersed shrinking-free grouting material
CN101921086A (en) * 2009-06-12 2010-12-22 中冶建筑研究总院有限公司 Cement-based ultra-high strength contraction-free grouting concrete
CN101786819A (en) * 2010-01-22 2010-07-28 江苏博特新材料有限公司 Compound expanding agent and application thereof in blocking concrete for diversion tunnel
CN103153906A (en) * 2010-10-05 2013-06-12 瓦克化学股份公司 Use of polypropylene oxide or an ethylene oxide/propylene oxide copolymer as an adhesion-promoting additive in adhesive and basecoat mortars
CN104203864A (en) * 2012-04-05 2014-12-10 瓦克化学股份公司 Use of polypropylene oxide or ethylene oxide-propylene oxide copolymers in combination with starch ether derivatives as additive in dry mortar compositions
CN103449787A (en) * 2012-05-28 2013-12-18 湖北中桥科技有限公司 Underwater non-dispersible mortar and preparation method thereof
CN103265256A (en) * 2013-05-09 2013-08-28 西安理工大学 Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof
CN104529358A (en) * 2014-11-27 2015-04-22 山西省建筑科学研究院 High-admixture low-cost grouting material and preparation method thereof
CN104761213A (en) * 2015-04-03 2015-07-08 杭州泰正建材有限公司 High-strength non-shrinkage grouting material
CN105236875A (en) * 2015-08-26 2016-01-13 国家电网公司 Grouting material for transmission tower installation base

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
崔崇； 彭长琪； 崔可浩； 张乃枝； 黄友珍: "影响菱镁矿燃烧氧化镁粉活性的因素", 《武汉工业大学学报》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109180129A (en) * 2018-11-16 2019-01-11 石家庄铁道大学 It is a kind of not disperse back cover material and its construction technology under water
CN109180129B (en) * 2018-11-16 2021-05-04 石家庄铁道大学 Underwater non-dispersed bottom sealing material and construction process thereof
CN114436585A (en) * 2022-01-05 2022-05-06 中国矿业大学 Low-permeability anti-dispersion rock permeability modified material

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Application publication date: 20171027