CN1183055C - A super fast hard road repair material - Google Patents
A super fast hard road repair material Download PDFInfo
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- CN1183055C CN1183055C CNB021374775A CN02137477A CN1183055C CN 1183055 C CN1183055 C CN 1183055C CN B021374775 A CNB021374775 A CN B021374775A CN 02137477 A CN02137477 A CN 02137477A CN 1183055 C CN1183055 C CN 1183055C
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- China
- Prior art keywords
- repair material
- fly ash
- magnesium oxide
- hard road
- borax
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- 239000000463 material Substances 0.000 title claims abstract 9
- 239000010881 fly ash Substances 0.000 claims abstract 5
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract 5
- 239000000395 magnesium oxide Substances 0.000 claims abstract 5
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 claims abstract 4
- LFVGISIMTYGQHF-UHFFFAOYSA-N ammonium dihydrogen phosphate Chemical compound [NH4+].OP(O)([O-])=O LFVGISIMTYGQHF-UHFFFAOYSA-N 0.000 claims abstract 3
- 229910000387 ammonium dihydrogen phosphate Inorganic materials 0.000 claims abstract 3
- 229910021538 borax Inorganic materials 0.000 claims abstract 3
- 235000019837 monoammonium phosphate Nutrition 0.000 claims abstract 3
- 235000010339 sodium tetraborate Nutrition 0.000 claims abstract 3
- 239000004328 sodium tetraborate Substances 0.000 claims abstract 3
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims 2
- 229910052708 sodium Inorganic materials 0.000 claims 2
- 239000011734 sodium Substances 0.000 claims 2
- 238000001354 calcination Methods 0.000 claims 1
- 239000011575 calcium Substances 0.000 claims 1
- 229910052791 calcium Inorganic materials 0.000 claims 1
- 230000005484 gravity Effects 0.000 claims 1
- 235000012245 magnesium oxide Nutrition 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 239000000843 powder Substances 0.000 claims 1
- 239000002994 raw material Substances 0.000 claims 1
- 235000015424 sodium Nutrition 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
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
- C04B28/10—Lime cements or magnesium oxide cements
- C04B28/105—Magnesium oxide or magnesium carbonate 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
- 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
- C04B28/34—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 cold phosphate 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- 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)
- Working Measures On Existing Buildindgs (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
Abstract
本发明为一种超快硬道路修补材料,它由氧化镁、粉煤灰、磷酸二氢氨、硼砂等材料按一定重量比配制而成。该修补材料具有凝结硬化快、粘结强度高、体积稳定性好、与材料性能匹配好等特点,而且配制和使用十分方便,可广泛用于公路、机场跑道、桥梁、港口和码头等工程的混凝土快速抢修。The invention is an ultra-fast hard road repair material, which is prepared from magnesium oxide, fly ash, ammonium dihydrogen phosphate, borax and other materials according to a certain weight ratio. The repair material has the characteristics of fast setting and hardening, high bonding strength, good volume stability, good matching with material properties, etc., and is very convenient to prepare and use, and can be widely used in roads, airport runways, bridges, ports and docks, etc. Concrete quick repair.
Description
技术领域technical field
本发明属建筑材料技术领域,具体涉及一种超快硬道路修补材料,可广泛应用于道路、公路、机场跑道、桥梁、港口和码头等工程的混凝土快速抢修。The invention belongs to the technical field of building materials, and in particular relates to an ultra-fast and hard road repair material, which can be widely used in rapid repair of concrete in projects such as roads, highways, airport runways, bridges, ports and docks.
技术背景technical background
80年代以来,随着我国经济的迅速发展,基本建设,特别是以钢筋混凝土为主要材料的基础设施建设规模日益扩大。近年来发现道路、桥面、港口、码头、机场、建筑等土木工程中混凝土发生破坏的现象不断增多,造成直接和间接的经济损失是巨大的。其原因除了使用环境条件变严酷和设计时混凝土耐久性不良外,与施工管理不够、盲目追求进度、质量把关不严等因素亦有很大关系。为了尽管恢复这些混凝土结构的使用功能和保证使用安全性,必须及时对它们进行修复。Since the 1980s, with the rapid development of my country's economy, the scale of infrastructure construction, especially the infrastructure construction with reinforced concrete as the main material, has been increasing day by day. In recent years, it has been found that concrete damage in civil engineering such as roads, bridge decks, ports, docks, airports, and buildings has been increasing, resulting in huge direct and indirect economic losses. In addition to the harsher environmental conditions and the poor durability of concrete during design, the reasons are also related to factors such as insufficient construction management, blind pursuit of progress, and lax quality control. In order to restore the function of these concrete structures and ensure the safety of use, they must be repaired in time.
传统的水泥混凝土修补材料主要有三类:第一类为普通水泥基材料,只是强度更高;第二类为高分子聚合物材料,如环氧树脂、聚氨酯、丙稀酸及各种乳胶配制的聚合物砂浆或聚合物水泥砂浆;第三类为特种水泥,主要有以硫铝酸盐为主的超早强快硬水泥、高铝水泥及少量其它化学水泥。目前,这三类材料各有优缺点。第一类材料虽然价格低廉,与旧混凝土的材料性能如热膨胀系数和弹性模量等相匹配,但是有粘结强度低,凝结硬化慢等缺点;第二类材料正好相反,虽然凝结硬化快,粘结强度高,但价格高,与旧混凝土的材料性能如热膨胀系数和弹性模量等不匹配,易老化;第三类材料如硫铝酸盐水泥和高铝水泥虽然凝结硬化时间、价格和性能介于前两类之间,但是粘结强度仍不高,且体积稳定性不太好。There are three main types of traditional cement concrete repair materials: the first type is ordinary cement-based materials, but the strength is higher; the second type is polymer materials, such as epoxy resin, polyurethane, acrylic acid and various latex preparations. Polymer mortar or polymer cement mortar; the third category is special cement, mainly super early strength rapid hardening cement based on sulphoaluminate, high alumina cement and a small amount of other chemical cement. At present, each of these three types of materials has advantages and disadvantages. Although the first type of material is cheap and matches the material properties of old concrete such as thermal expansion coefficient and elastic modulus, it has the disadvantages of low bond strength and slow setting and hardening; the second type of material is just the opposite, although setting and hardening is fast, The bonding strength is high, but the price is high, and it does not match the material properties of the old concrete, such as thermal expansion coefficient and elastic modulus, and is easy to age; the third type of materials, such as sulfoaluminate cement and high alumina cement, although the setting and hardening time, price and The performance is between the first two types, but the bond strength is still not high, and the volume stability is not very good.
发明内容Contents of the invention
本发明的目的在于提供一种凝结硬化快、体积稳定性好、和水泥混凝土的粘结强度高、与材料性能匹配的超快硬道路修补材料。The object of the present invention is to provide an ultra-fast hard road patching material with fast setting and hardening, good volume stability, high bonding strength with cement concrete, and matching material properties.
本发明提出的超快硬道路修补材料,是由粉煤灰、氧化镁、磷酸二氢氨、硼砂和偏聚磷酸钠配制而成,为固体粉状,各组份按重量百分比的配比如下:The ultra-fast hard road patching material proposed by the present invention is formulated from fly ash, magnesium oxide, ammonium dihydrogen phosphate, borax and sodium metapolyphosphate, and is in the form of solid powder. The proportioning ratio of each component by weight percentage is as follows :
氧化镁 20~80%Magnesium Oxide 20~80%
粉煤灰 0~50%Fly ash 0~50%
磷酸二氢氨 5~25%Ammonium dihydrogen phosphate 5~25%
硼砂 0~20%Borax 0~20%
偏聚磷酸钠 0~15%Sodium metapolyphosphate 0~15%
总量满足100%。The total amount satisfies 100%.
其较优的配比如下:Its better ratio is as follows:
氧化镁 40~70%Magnesium Oxide 40~70%
粉煤灰 10~30%Fly ash 10~30%
磷酸二氢氨 10~25%Ammonium dihydrogen phosphate 10~25%
硼砂 3~15%Borax 3~15%
偏聚磷酸钠 1~5%Sodium metapolyphosphate 1~5%
总量满足100%。The total amount satisfies 100%.
上述组份中,Among the above components,
(1)氧化镁,要求其煅烧温度为1200~2000℃,比重为3.3~3.5,MgO含量大于80%,比表面积为150~400m2/kg;(1) Magnesium oxide, which requires a calcination temperature of 1200-2000°C, a specific gravity of 3.3-3.5, a MgO content greater than 80%, and a specific surface area of 150-400m 2 /kg;
(2)粉煤灰可采用低钙粉煤灰,能达到二级灰以上的品质要求;(2) Low-calcium fly ash can be used for fly ash, which can meet the quality requirements of secondary ash;
(3)磷酸二氢氨,可用工业纯粉状产品,含量大于90%;(3) Ammonium dihydrogen phosphate can be an industrially pure powder product, with a content greater than 90%;
(4)硼砂,可用工业纯粉状产品,含量大于90%;(4) Borax can be an industrially pure powder product with a content greater than 90%;
(5)偏聚磷酸钠,可用工业纯粉状产品,含量大于90%。(5) Sodium metapolyphosphate can be an industrially pure powder product with a content greater than 90%.
本发明提出的修补材料的制备方法如下:按重量配比称取各组分原材料,在球磨机内混合均匀,混合时间10-40分钟,即得到本发明产品,为固体粉状。产品存放要求密闭,防潮。The preparation method of the repairing material proposed by the present invention is as follows: Weigh the raw materials of each component according to the weight ratio, and mix them uniformly in a ball mill for 10-40 minutes to obtain the product of the present invention in the form of solid powder. Product storage requirements airtight, moisture-proof.
本发明修补材料具有以下优点和效果:The repair material of the present invention has the following advantages and effects:
①强度高、发展快,例如4×4×16cm砂浆1小时抗折和抗压强度分别大于6MPa和50MPa,7天分别大于8MPa和65MPa;① High strength and rapid development, for example, the flexural and compressive strengths of 4×4×16cm mortar are greater than 6MPa and 50MPa in 1 hour, and greater than 8MPa and 65MPa in 7 days;
②粘结强度高,3小时和3天粘结强度分别大于4MPa和7.5MPa;② High bonding strength, the bonding strength of 3 hours and 3 days is greater than 4MPa and 7.5MPa respectively;
③凝结时间可调节范围大,根据需要很容易在2~90分钟内调整;③ The clotting time can be adjusted in a large range, and it is easy to adjust within 2 to 90 minutes according to needs;
④与水泥混凝土材性如热膨胀系数、弹性模量等相匹配;④ Match with cement concrete material properties such as thermal expansion coefficient, elastic modulus, etc.;
⑤快速恢复结构的使用,可在1小时内恢复道路、机场跑道等的运行;⑤ The use of the rapid recovery structure can restore the operation of roads, airport runways, etc. within 1 hour;
⑥体积稳定性好、干缩很小;⑥ Good volume stability and small drying shrinkage;
⑦具有非常优异的抗冻性和抗盐冻剥蚀性能,抗磨损性和保护钢筋不锈蚀的性能也很好;⑦It has very excellent anti-freeze and anti-salt frost erosion performance, and also has good anti-wear and anti-corrosion performance of steel bars;
⑧可在低温下正常修补施工;⑧It can be repaired normally at low temperature;
⑨在高温下(如600℃)仍能保持很高强度和稳定的性能;⑨It can still maintain high strength and stable performance at high temperature (such as 600°C);
⑩修补材料的颜色可根据要求调整。⑩The color of the repair material can be adjusted according to requirements.
本发明修补材料的使用方法:The using method of repairing material of the present invention:
①与普通硅酸盐水泥一样,按一定比例加水搅拌完毕后即可使用;① Like ordinary Portland cement, it can be used after adding water in a certain proportion and stirring;
②施工前,只需把损坏的混凝土层清除并清理干净即可涂抹该修补材料,不需在表面撒水湿润;②Before construction, just remove and clean the damaged concrete layer to apply the repair material, without spraying water on the surface;
③涂抹时,应操作迅速,并及时清洗搅拌用具;③ When smearing, it should be operated quickly, and the mixing tool should be cleaned in time;
④施工完后,本发明材料不需特殊养护如撒水和加温等,根据工程需要,可在1~5小时内恢复结构物的使用功能。④After construction, the material of the present invention does not need special maintenance such as watering and heating, etc. According to engineering requirements, the use function of the structure can be restored within 1 to 5 hours.
具体实施方式Detailed ways
下面通过实施例进一步描述本发明。The present invention is further described below by way of examples.
实施例1:Example 1:
修补材料配合比为(重量百分比):The mixing ratio of the repairing material is (percentage by weight):
氧化镁(比表面积为200m2/kg) 70.25%Magnesium oxide (specific surface area is 200m 2 /kg) 70.25%
磷酸二氢氨 22.75%Ammonium dihydrogen phosphate 22.75%
硼砂 5%Borax 5%
粉煤灰 0%Fly Ash 0%
偏聚磷酸钠 2%Sodium metapolyphosphate 2%
当修补材料∶水∶砂=1∶0.17∶1时,1小时抗折和抗压强度分别为7.8MPa和58.7MPa,7天分别10.8MPa和77.6MPa,凝结时间约20分钟。When the repair material: water: sand = 1:0.17:1, the flexural and compressive strengths were 7.8MPa and 58.7MPa in 1 hour, 10.8MPa and 77.6MPa in 7 days, and the setting time was about 20 minutes.
实施例2:Example 2:
修补材料配合比为(重量百分比):The mixing ratio of the repairing material is (percentage by weight):
氧化镁(比表面积为200m2/kg) 57%Magnesium oxide (specific surface area is 200m 2 /kg) 57%
磷酸二氢氨 19%Ammonium dihydrogen phosphate 19%
硼砂 4%Borax 4%
粉煤灰 20%Fly ash 20%
偏聚磷酸钠 0%Sodium metapolyphosphate 0%
当修补材料∶水∶砂=1∶0.13∶1时,1小时抗折和抗压强度分别为7.7MPa和60.5MPa,7天分别10.2MPa和78.4MPa,凝结时间约24分钟。When the repair material: water: sand = 1:0.13:1, the flexural and compressive strengths were 7.7MPa and 60.5MPa in 1 hour, 10.2MPa and 78.4MPa in 7 days, and the setting time was about 24 minutes.
实施例3:Example 3:
修补材料配合比为(重量百分比):The mixing ratio of the repairing material is (percentage by weight):
氧化镁(比表面积为200m2/kg) 49.1%Magnesium oxide (specific surface area is 200m 2 /kg) 49.1%
磷酸二氢氨 16.4%Ammonium dihydrogen phosphate 16.4%
硼砂 3.5%Borax 3.5%
粉煤灰 30%Fly ash 30%
偏聚磷酸钠 1%Sodium metapolyphosphate 1%
当修补材料∶水∶砂=1∶0.12∶1时,1小时抗折和抗压强度分别为6.6MPa和52.3MPa,7天分别10.2MPa和74.6MPa,凝结时间约22分钟。When the repair material: water: sand = 1:0.12:1, the flexural and compressive strengths were 6.6MPa and 52.3MPa in 1 hour, 10.2MPa and 74.6MPa in 7 days, and the setting time was about 22 minutes.
实施例4:Example 4:
修补材料配合比为(重量百分比):The mixing ratio of the repairing material is (percentage by weight):
氧化镁(比表面积为200m2/kg) 50%Magnesium oxide (specific surface area is 200m 2 /kg) 50%
磷酸二氢氨 25%Ammonium dihydrogen phosphate 25%
硼砂 2%Borax 2%
粉煤灰 18%Fly Ash 18%
偏聚磷酸钠 5%Sodium metapolyphosphate 5%
当修补材料∶水∶砂=1∶0.17∶1时,1小时抗折和抗压强度分别为7.2MPa和56.2MPa,7天分别9.9MPa和71.4MPa,凝结时间约30分钟。When the repair material: water: sand = 1:0.17:1, the flexural and compressive strengths were 7.2MPa and 56.2MPa in 1 hour, 9.9MPa and 71.4MPa in 7 days, and the setting time was about 30 minutes.
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CN111056816B (en) * | 2019-12-30 | 2022-04-01 | 杭州修路人科技股份有限公司 | Pavement protective cover material and preparation method thereof |
CN113968719A (en) * | 2021-12-02 | 2022-01-25 | 中国三冶集团有限公司 | Composite repairing material suitable for rapidly repairing road surface at negative temperature |
CN114507060B (en) * | 2021-12-27 | 2023-05-16 | 山东坊能新动能科学研究院有限公司 | High-strength building material with controllable condensation for alpine region and preparation method |
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2002
- 2002-10-16 CN CNB021374775A patent/CN1183055C/en not_active Expired - Lifetime
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