CN101935201B - Single-component high-performance mortar for repairing and reinforcing concrete - Google Patents
Single-component high-performance mortar for repairing and reinforcing concrete Download PDFInfo
- Publication number
- CN101935201B CN101935201B CN200910087598A CN200910087598A CN101935201B CN 101935201 B CN101935201 B CN 101935201B CN 200910087598 A CN200910087598 A CN 200910087598A CN 200910087598 A CN200910087598 A CN 200910087598A CN 101935201 B CN101935201 B CN 101935201B
- Authority
- CN
- China
- Prior art keywords
- parts
- single component
- component mortar
- mortar
- latex powder
- 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.)
- Expired - Fee Related
Links
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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/72—Repairing or restoring existing buildings or building materials
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention provides single-component t high-performance mortar for repairing and reinforcing concrete, which comprises the following components in part by mass: 200g of sand, 55 to 75 parts of ordinary portland cement, 10 to 30 parts of sulphate aluminium cement, 3 to 7 parts of siliceous dust, 8 to 12 parts of flyash, 0.18 to 0.22 part of water reducing agent, 2 to 4 parts of flexibilizer, 0.04 to 0.06 part of water-retaining agent, 1.0 to 2.0 parts of swelling agent and 0.1 to 0.2 part of polymer synthetic fiber. The single-component t high-performance mortar has the advantages of high initial strength, good adhesion, excellent cracking resistance, low ratio of compressive strength to flexural strength, excellent toughness, simple and convenient construction, single component, no toxin or smell, no harm to human bodies, and environmental protection without pollution.
Description
Technical field
The invention belongs to building material technical field, be specifically related to a kind of single component, can be used for the High Performance Mortar that concrete repair is reinforced.
Background technology
All kinds of Infrastructure in the national product life such as the concrete materials that adopt such as Industrial buildings, harbour, bridge more.Because receive the influence of factors such as environment for use, natural disaster or construction quality, concrete material can produce problem in various degree, gently then honeycomb is damaged, influence is attractive in appearance; Heavy then bearing capacity not enough, potential safety hazard occurs, it is carried out effective repairing and reinforcing be significant.
Concrete repairing and reinforcing can adopt cement base class material and organic type of material.Because cement base class material and concrete foundation consistency are good, and cost performance is high, thereby is used more widely, but it still exists some shortcomings at present, and for example early strength is on the low side, causes the construction period long; Adhesiveproperties is poor, and construction back patching material combines weak with the concrete foundation interface, be prone to stripping damage; Resistance to cleavage is poor, and the construction post shrinkage can not get effective control, is prone to cracking and causes repairing to be lost efficacy; Folding strength is low, and toughness is not enough; Two-pack construction, emulsion modified cement base class patching material require the two-pack construction, and construction quality often is difficult to control.
Summary of the invention
The objective of the invention is to propose a kind of High Performance Mortar that has high early strength, high adhesion ability, high breaking strength, H.T., single component construction, anti-cracking performance excellence, can be applicable to concrete repair and reinforcing engineering.
The single component High Performance Mortar that can be used for the concrete repair reinforcing that the present invention proposes comprises that following each component reaches the content by mass fraction:
200 parts of sands
55~75 parts of ordinary Portland cements
10~30 parts of aluminosulfate cements
3~7 parts of silicon ashes
8~12 parts in flyash
0.18~0.22 part of water reducer
2~4 parts of toughner
0.04~0.06 part of water-holding agent
1.0~2.0 parts of swelling agents
0.1~0.2 part of Polymer Synthesizing fiber.
Among the present invention, said sand is good silica sand of 0~5mm grain composition or river sand; Said water reducer is the powdery polycarboxylate dehydragent good with the gelling material consistency; Said toughner is the redispersable latex powder good with the gelling material consistency; It can be esters of acrylic acid latex powder, ethylene vinyl acetate class latex powder, styrene-acrylate class latex powder etc., also can be the combination of the good multiple latex powder of consistency; Said water-holding agent is the ether of cellulose good with the gelling material consistency, and it can be methylcellulose gum, methylhydroxypropylcellulose, methyl hydroxyethylcellulose, Natvosol or Type 3U etc.; Said swelling agent is a microcapsule unslaked lime; Said Polymer Synthesizing fiber is polypropylene fibre or vinylon etc.
Preparing method of the present invention is: take by weighing various starting material by formula rate; In stirrer, add sand, ordinary Portland cement, aluminosulfate cement, silicon ash, flyash, water reducer, toughner, water-holding agent, swelling agent, Polymer Synthesizing fiber successively; Stir, form the mortar product.During construction, in mortar, add the water of 8%~10% (weight percent), stir and to use in 3~5 minutes.
The invention has the beneficial effects as follows: 1, have higher early strength, and can suitably adjust the gelling material ratio according to actual needs, be applicable to the repairing and the reinforcing of all kinds of engineerings.2, adhesiveproperties is good, and mortar combines very firm with concrete foundation, can not produce stripping damage at the common loading process that carries.3, resistance to cleavage is excellent, and the shrinking percentage of mortar has obtained effective control, and cracking can not appear in large-area construction.4, backfin is than low, tenacity excellent.5, easy construction, the single component construction, the working-yard only need add mix and can use.6, nontoxic, tasteless, harmless, environmental protection, free from environmental pollution.
Embodiment
Below in conjunction with specific embodiment technical scheme of the present invention is done further to describe.
Adjustment mortar prescription can obtain the Different products performance.Testing method is with reference to GB/T 2419-2005, DL/T5126-2001.
Embodiment 1
Choose sand 200kg, ordinary Portland cement 75kg, aluminosulfate cement 10kg, silicon ash 7kg, flyash 12kg, water reducer 0.22kg, toughner 2kg, water-holding agent 0.05kg, swelling agent 1.5kg, polypropylene fibre 0.15kg.In stirrer, add said components successively, stir, process High Performance Mortar 1.Mortar 1 and 29 parts of water mixs are obtained product 1, and performance is following:
Jumping table degree of mobilization (mm) 167
1d resistance to compression/folding strength (MPa) 20.5/4.7
28d resistance to compression/folding strength (MPa) 69.8/13.3
28d bonding strength (MPa) 2.8
The 28d backfin is than 5.2
60d shrinking percentage 390 * 10
-6
Embodiment 2
Choose sand 200kg, ordinary Portland cement 65kg, aluminosulfate cement 20kg, silicon ash 5kg, flyash 10kg, water reducer 0.2kg, toughner 3kg, water-holding agent 0.06kg, swelling agent 2.0kg, vinylon 0.1kg.In stirrer, add said components successively, stir, process High Performance Mortar 2.Mortar 2 and 29 parts of water mixs are obtained product 2, and performance is following:
Jumping table degree of mobilization (mm) 170
1d resistance to compression/folding strength (MPa) 24.6/5.8
28d resistance to compression/folding strength (MPa) 65.4/14.0
28d bonding strength (MPa) 3.1
The 28d backfin is than 4.7
60d shrinking percentage 362 * 10
-6
Embodiment 3
Choose sand 200kg, ordinary Portland cement 55kg, aluminosulfate cement 30kg, silicon ash 3kg, flyash 8kg, water reducer 0.18kg, toughner 4kg, water-holding agent 0.04kg, swelling agent 1.0kg, polypropylene fibre 0.2kg.In stirrer, add said components successively, stir, process High Performance Mortar 3.Mortar 3 and 29 parts of water mixs are obtained product 3, and product performance are following:
Jumping table degree of mobilization (mm) 165
1d resistance to compression/folding strength (MPa) 26.2/5.8
28d resistance to compression/folding strength (MPa) 60.7/13.6
28d bonding strength (MPa) 3.3
The 28d backfin is than 4.5
60d shrinking percentage 330 * 10
-6
Embodiment 4
Repeat embodiment 1; Said sand is the good silica sand of 0-5mm grain composition, and water reducer is the powdery polycarboxylate dehydragent good with the gelling material consistency, and toughner is ethylene vinyl acetate class latex powder; Water-holding agent is a methylcellulose gum, and swelling agent is a microcapsule unslaked lime.
Embodiment 5
Repeat embodiment 2; Said sand is the good river sand of 0~4mm grain composition, and water reducer is the powdery polycarboxylate dehydragent good with the gelling material consistency, and toughner is styrene-acrylate class latex powder; Water-holding agent is a methyl hydroxyethylcellulose, and swelling agent is a microcapsule unslaked lime.
Claims (9)
1. one kind can be used for the single component mortar that concrete repair is reinforced, and it is characterized in that, comprises that following each component reaches the content by mass fraction:
200 parts of sands
55~75 parts of ordinary Portland cements
10~30 parts of aluminosulfate cements
3~7 parts of silicon ashes
8~12 parts in flyash
0.18~0.22 part of water reducer
2~4 parts of toughner
0.04~0.06 part of water-holding agent
1.0~2.0 parts of swelling agents
0.1~0.2 part of Polymer Synthesizing fiber.
2. single component mortar as claimed in claim 1 is characterized in that, said sand is good silica sand of 0~5mm grain composition or river sand.
3. single component mortar as claimed in claim 1 is characterized in that, said water reducer is the powdery polycarboxylate dehydragent good with the gelling material consistency.
4. single component mortar as claimed in claim 1 is characterized in that, said toughner is the redispersable latex powder good with the gelling material consistency.
5. single component mortar as claimed in claim 4 is characterized in that, said redispersable latex powder is esters of acrylic acid latex powder, ethylene vinyl acetate class latex powder or styrene-acrylate class latex powder.
6. single component mortar as claimed in claim 1 is characterized in that, said water-holding agent is the ether of cellulose good with the gelling material consistency.
7. single component mortar as claimed in claim 6 is characterized in that, said ether of cellulose is methylcellulose gum, methylhydroxypropylcellulose, methyl hydroxyethylcellulose, Natvosol or Type 3U.
8. single component mortar as claimed in claim 1 is characterized in that, said swelling agent is a microcapsule unslaked lime.
9. like arbitrary described single component mortar among the claim 1-8, it is characterized in that said Polymer Synthesizing fiber is polypropylene fibre or vinylon.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910087598A CN101935201B (en) | 2009-06-30 | 2009-06-30 | Single-component high-performance mortar for repairing and reinforcing concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910087598A CN101935201B (en) | 2009-06-30 | 2009-06-30 | Single-component high-performance mortar for repairing and reinforcing concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101935201A CN101935201A (en) | 2011-01-05 |
CN101935201B true CN101935201B (en) | 2012-09-05 |
Family
ID=43388806
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN200910087598A Expired - Fee Related CN101935201B (en) | 2009-06-30 | 2009-06-30 | Single-component high-performance mortar for repairing and reinforcing concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101935201B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103058616A (en) * | 2012-12-25 | 2013-04-24 | 中国京冶工程技术有限公司 | Modified cement blending material and concrete used for grouting wall and prepared by the same |
Families Citing this family (42)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120315489A1 (en) * | 2011-06-09 | 2012-12-13 | Hohn Wilfried Adolf | Cellulose ether compounds for improved hot temperature performance in external insulation finishing systems (eifs) mortars |
CN102276205B (en) * | 2011-06-27 | 2013-07-31 | 武汉三源特种建材有限责任公司 | Swelling crack resistant mortar |
CN102351503B (en) * | 2011-07-12 | 2013-09-04 | 安徽中铁工程材料科技有限公司 | High speed railway bridge bearing anchoring mortar material |
CN102718447B (en) * | 2012-04-11 | 2015-01-14 | 陈明中 | High-performance reinforced mortar suitable for thick-layer spraying and preparation method thereof |
CN102745958B (en) * | 2012-07-02 | 2014-02-26 | 东盟营造工程有限公司 | Rapid repair material for cement concrete airfield pavement |
CN103145443A (en) * | 2013-04-07 | 2013-06-12 | 杜彬 | High thermal insulation sandwich building wall foaming mortar and preparation method thereof |
CN103253901B (en) * | 2013-06-06 | 2016-01-13 | 上海昱喜新材料科技有限公司 | A kind of concrete bridge deck fast spreading mortar and preparation method thereof |
CN103332894A (en) * | 2013-06-13 | 2013-10-02 | 镇江崟鑫新型建材科技有限公司 | High-toughness building material |
CN103397736B (en) * | 2013-08-12 | 2016-05-25 | 北京索利特新型建筑材料有限公司 | The preparation method of the integrated composite insulation boards of structural thermal insulation |
CN104556847B (en) * | 2013-10-11 | 2016-08-24 | 中冶建筑研究总院有限公司 | A kind of polymer plastic-blasting mortar and preparation method thereof |
CN103601450B (en) * | 2013-11-22 | 2015-10-21 | 苏州科技学院 | A kind of Crack-resistance Front Mortar dry mash based on steam pressure sand aerated concrete waste material |
CN104326718A (en) * | 2014-10-24 | 2015-02-04 | 河南兴安新型建筑材料有限公司 | Adhesive mortar for lautoclaved lightweight concrete panel |
CN104829197A (en) * | 2015-04-22 | 2015-08-12 | 哈尔滨工程大学 | Bridge floor-repair aqueous polyurethane polymer-modified mortar and preparation method thereof |
CN105060779B (en) * | 2015-07-23 | 2017-06-27 | 南京林业大学 | A kind of fiber reinforced cement-based composite material reinforced for reinforced concrete structure |
CN105523745B (en) * | 2016-01-08 | 2017-10-24 | 甘肃省交通规划勘察设计院有限责任公司 | A kind of bridge expanssion joint fast repairing material |
CN105712671A (en) * | 2016-02-01 | 2016-06-29 | 辽宁省水利水电科学研究院 | Shrinkage compensating type high-performance mortar for grooving method closure grouting |
CN105948665B (en) * | 2016-05-04 | 2018-10-09 | 武汉理工大学 | A kind of morning strong lower shrinkage high tenacity cement base engineering material and preparation method thereof |
CN105967597A (en) * | 2016-05-10 | 2016-09-28 | 练朝松 | Quarry stone repairing agent, application thereof, and method for repairing quarry stones |
CN106116341A (en) * | 2016-06-21 | 2016-11-16 | 浙江共创建材科技有限公司 | A kind of expediting setting type cement flooring mending mortar and preparation method thereof |
CN106478024B (en) * | 2016-10-12 | 2019-03-01 | 河北拓创远威科技有限公司 | A kind of high ductility, high-adhesion cement base reinforcing and repairing material and preparation method thereof |
CN106939545B (en) * | 2017-02-14 | 2019-07-12 | 黄贺明 | A kind of road surface fast repairing method |
CN106699071A (en) * | 2017-03-10 | 2017-05-24 | 江世妹 | Anti-crack anti-freezing cement mortar |
CN107100341A (en) * | 2017-05-16 | 2017-08-29 | 温州东方装璜工程有限公司 | Floor tile paving technique |
CN107265938A (en) * | 2017-06-21 | 2017-10-20 | 江世妹 | A kind of road repair mortar |
CN107417208A (en) * | 2017-08-10 | 2017-12-01 | 君旺节能科技股份有限公司 | A kind of pervious concrete |
CN107793101A (en) * | 2017-11-21 | 2018-03-13 | 淮南久辉工贸有限责任公司 | A kind of inorganic reinforcing composite mortar and preparation method thereof |
CN107986712A (en) * | 2017-12-14 | 2018-05-04 | 太原理工大学 | A kind of high-strength fast hard cracking resistance reinforces mortar and preparation method thereof |
CN108911632B (en) * | 2018-08-03 | 2021-02-19 | 上海住信住宅工业有限公司 | Concrete repairing material and preparation method thereof |
CN108840632A (en) * | 2018-08-21 | 2018-11-20 | 孙同娟 | A kind of material and preparation method thereof of Rapid-Repair highway pavement |
CN109608125A (en) * | 2018-12-10 | 2019-04-12 | 三筑工科技有限公司 | Filleting mortar and its preparation method and application |
CN109574589A (en) * | 2018-12-11 | 2019-04-05 | 福建建华建材有限公司 | A kind of cement products repairing high-strength cracking resistance repairing powder and preparation method thereof |
CN109678437B (en) * | 2019-01-28 | 2021-07-27 | 甘肃省交通规划勘察设计院股份有限公司 | Bi-component low-viscosity type base layer crack rapid repairing material |
CN110550918A (en) * | 2019-09-12 | 2019-12-10 | 广州迪瑞夫建筑材料有限公司 | Polymer modified repair mortar and construction process |
CN110590299A (en) * | 2019-09-20 | 2019-12-20 | 长春市城市快速路管理维护有限责任公司 | Low-shrinkage wear-resistant cement concrete road rapid repairing material and preparation method thereof |
CN111377696B (en) * | 2020-02-12 | 2021-09-14 | 安徽昌宁新材料有限公司 | High-toughness fiber mortar plastic pipe composite sounding pipe and preparation method thereof |
CN111320451A (en) * | 2020-04-16 | 2020-06-23 | 武汉东方聚仁防水保温有限公司 | Concrete defect repairing material and preparation process thereof |
CN111517745B (en) * | 2020-06-10 | 2022-06-03 | 高速铁路建造技术国家工程实验室 | Repair mortar, preparation method and construction method thereof |
CN111777367B (en) * | 2020-07-15 | 2022-02-22 | 浙江忠信新型建材股份有限公司 | Waterproof repair mortar for building wall and preparation method thereof |
CN112479657A (en) * | 2020-12-17 | 2021-03-12 | 十九冶成都建设有限公司 | Concrete crack repairing material and preparation method thereof |
CN114873965B (en) * | 2022-04-27 | 2022-11-22 | 水利部交通运输部国家能源局南京水利科学研究院 | Joint mortar for improving durability of new and old concrete joint surfaces |
CN115304335B (en) * | 2022-09-05 | 2023-08-29 | 兰州宏方新型建材科技有限公司 | High-performance special concrete for reinforcing and repairing and preparation method thereof |
CN115368091B (en) * | 2022-09-28 | 2023-08-29 | 同济大学 | Early-strength ultrahigh-performance cement-based material for rapid reinforcement of flexural member and preparation method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101007726A (en) * | 2006-01-23 | 2007-08-01 | 上海复旦安佳信功能材料有限公司 | Wall-plastering mortar of architecture fencing wall |
CN101032841A (en) * | 2006-03-06 | 2007-09-12 | 兰州海锋建材科技有限公司 | Single unit heat-insulating dry mortar and the producing method |
CN101337798A (en) * | 2008-08-16 | 2009-01-07 | 闵博乾 | Polymers anti-cracking mortar |
EP2085367A2 (en) * | 2008-02-01 | 2009-08-05 | ALPOL Gips Sp. z o.o. | Adhesive mortar especially for shaped clinker bricks |
-
2009
- 2009-06-30 CN CN200910087598A patent/CN101935201B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101007726A (en) * | 2006-01-23 | 2007-08-01 | 上海复旦安佳信功能材料有限公司 | Wall-plastering mortar of architecture fencing wall |
CN101032841A (en) * | 2006-03-06 | 2007-09-12 | 兰州海锋建材科技有限公司 | Single unit heat-insulating dry mortar and the producing method |
EP2085367A2 (en) * | 2008-02-01 | 2009-08-05 | ALPOL Gips Sp. z o.o. | Adhesive mortar especially for shaped clinker bricks |
CN101337798A (en) * | 2008-08-16 | 2009-01-07 | 闵博乾 | Polymers anti-cracking mortar |
Non-Patent Citations (3)
Title |
---|
JP特开2007-084420A 2007.04.05 |
田鹏龙,徐龙贵,王春久,朱利豪.可再分散乳胶粉及粉末添加剂改性的混凝土修补砂浆.《新型建筑材料》.2008,(第11期),全文. * |
谢业明1,葛序尧,单远铭.聚合物改性高强修补水泥砂浆的研究.《工程与建设》.2009,第23卷(第2期),全文. * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103058616A (en) * | 2012-12-25 | 2013-04-24 | 中国京冶工程技术有限公司 | Modified cement blending material and concrete used for grouting wall and prepared by the same |
Also Published As
Publication number | Publication date |
---|---|
CN101935201A (en) | 2011-01-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101935201B (en) | Single-component high-performance mortar for repairing and reinforcing concrete | |
CN103570286B (en) | Concrete for rehabilitating historic building | |
CN108017345A (en) | A kind of ultrahigh-performance cement-based patching material and preparation method thereof | |
CN102643071B (en) | Calcination-free desulfurized gypsum walling plastering dry-mixed mortar | |
US20220144700A1 (en) | High strength coral concrete and preparation method thereof | |
CN103803918A (en) | Porcelain powder waste mixed cement-based tiny-expansion crack repairing mortar and using method thereof | |
KR101000258B1 (en) | High performance composite material for shotcrete | |
GB2425532A (en) | Concrete compositions containing glass powder with a particle size between 1mm and less than 35 microns | |
CN108328977B (en) | Concrete repairing material | |
CN111620619A (en) | C70 self-compacting shrinkage-compensating concrete filled steel tube and preparation method thereof | |
CN101786850A (en) | Modified cement-based self-leveling mortar and preparation method and application thereof | |
CN103979901A (en) | A cement-based shrinkage-free grouting material doped with phosphorus slag powder and a using method thereof | |
CN109970371B (en) | High belite sulphoaluminate special cementing material for cement-based high-early-strength non-shrinkage grouting material | |
CN101891440A (en) | Special finish coat mortar with desulfurized gypsum as base material for wall insulation system | |
CN101445342B (en) | Concrete material for reinforcing high-performance structure project, preparation method and use thereof | |
CN104926258A (en) | Autoclaved aerated concrete plate repairing agent | |
CN104891884A (en) | C35 low-gel-material self-compacting concrete and preparation method thereof | |
CN112079594A (en) | Geological polymer high-strength mortar for concrete structure repair and preparation method thereof | |
CN113651574A (en) | Counterweight cement-based composite material and preparation method thereof | |
CN111003966B (en) | Sulfate-resistant low-alkali portland cement reinforcing agent and application thereof | |
CN102234189A (en) | High-strength cement-based damping grouting material | |
CN108530000A (en) | A kind of thermal insulation mortar and its manufacturing method | |
CN101549986A (en) | Fly ash-desulfuration gypsum- concrete self-expandable anti-crack dry powder mortar and method of preparing the same | |
CN101786847B (en) | Repair mortar and construction method thereof | |
CN108640605A (en) | A kind of composition, preparation method and its application in concrete field |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120905 Termination date: 20180630 |