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CN106587885A - Patching material for waterproof-layer protective layers of bridge floors of existing railway bridges and application of patching material - Google Patents

Patching material for waterproof-layer protective layers of bridge floors of existing railway bridges and application of patching material Download PDF

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Publication number
CN106587885A
CN106587885A CN201611140581.4A CN201611140581A CN106587885A CN 106587885 A CN106587885 A CN 106587885A CN 201611140581 A CN201611140581 A CN 201611140581A CN 106587885 A CN106587885 A CN 106587885A
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China
Prior art keywords
parts
existing railway
protective layer
waterproof layer
repair material
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CN201611140581.4A
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CN106587885B (en
Inventor
王宏霞
张文生
刘荻
叶家元
董刚
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Zhongyanyi Technology Co ltd
China Building Materials Academy CBMA
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China Building Materials Academy CBMA
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    • 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
    • C04B28/14Compositions 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 calcium sulfate cements
    • C04B28/16Compositions 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 calcium sulfate cements containing anhydrite, e.g. Keene's cement
    • 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
    • C04B2111/72Repairing or restoring existing buildings or building materials
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/05Materials having an early high strength, e.g. allowing fast demoulding or formless casting
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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  • 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)
  • Bridges Or Land Bridges (AREA)

Abstract

本发明申请提供了一种用于既有铁路桥梁桥面防水层保护层的快速修补材料及其应用,所述的修补材料按照质量份数,由以下组分组成:水泥35~50份,硬石膏3~7份,粉煤灰3~10份,石英砂30~50份,减水剂0.5~1份,胶粉2~4份,纤维素醚0.1~0.5份,锂盐0.5~1份,纤维1~3份,调粘剂0.2~0.5份。本发明提供的用于既有铁路桥梁桥面防水层保护层的快速修补材料具有流动性大、早期强度高、后期强度稳定增长、与基体粘结强度高等特点,其施工工艺简单、方便,原材料来源广泛。The application of the present invention provides a quick repair material for the protective layer of the waterproof layer of the existing railway bridge deck and its application. The repair material is composed of the following components in parts by mass: 35-50 parts of cement, hard 3-7 parts of gypsum, 3-10 parts of fly ash, 30-50 parts of quartz sand, 0.5-1 part of water reducing agent, 2-4 parts of rubber powder, 0.1-0.5 parts of cellulose ether, 0.5-1 part of lithium salt , 1 to 3 parts of fiber, 0.2 to 0.5 parts of viscosity adjusting agent. The rapid repair material used for the protective layer of the waterproof layer of the existing railway bridge deck provided by the invention has the characteristics of high fluidity, high early strength, stable growth of late strength, and high bonding strength with the substrate. The construction process is simple and convenient, and the raw materials Wide variety of sources.

Description

Patching material and application for Existing Railway Bridges bridge surface waterproof layer protective layer
Technical field
The present invention relates to a kind of mobility is big, early strength is high, stable long-term strength increases and bond matrix intensity is high Existing Railway Bridges bridge surface waterproof layer protective layer patching material.
Background technology
As China's economy is developed rapidly, railway transportation will develop towards direction at a high speed, heavily loaded, and this is railway transportation Inexorable trend, but while the security of railway transportation also becomes focus of concern.Existing Railway Bridges are used as railway transportation Important pivot, its security should not be underestimated.Due to undergoing excess load or severe in Existing Railway Bridges under arms process for a long time Often there is different degrees of crack, broken etc. in the double action of environment, its bridge surface waterproof layer protective layer, and rainwater can pass through these Crack penetrate into waterproof layer of bridge on, and then aggravate waterproof layer of bridge destruction, cause bridge occur leak, pier corrosion loosen, Pier is unstable to wait severe safety problem.Therefore, in order to prevent further increasing for Existing Railway Bridges disease, need to be in its waterproof Being maintained in time when crack, breakage occurs in layer protective layer, and this can not only extend the service life of bridge, can also save iron The follow-up maintenance and reinforcement expense of road and bridge beam.
The repairing of Existing Railway Bridges bridge surface waterproof layer protective layer need to be on the premise of track circuit normal operation not be affected Complete, thus windowing the time it is shorter, patching material must possess rapid curing, hour intensity rise it is fast the features such as;In addition bridge Waterproof layer protective layer be in diversified (crack, pit, pit-hole etc.) disease feature, can the engineering time it is shorter on the premise of, repair The characteristics of benefit material should have large fluidity concurrently;Existing bridge floor waterproof layer protective layer is chronically at Train induced load and cross force Synergy under, thus patching material should also possess preferably with the cementability of basic unit, in case occur repair layer entirety hollowing stick up Rise etc..
For the disease management of Existing Railway Bridges bridge surface waterproof layer protective layer, the mobility of current patching material compared with It is low, within the limited time, disease position can not be sufficient filling with natural flow regime.
The content of the invention
The purpose of the embodiment of the present invention is to provide a kind of repairing for Existing Railway Bridges bridge surface waterproof layer protective layer Material and application, patching material mobility provided in an embodiment of the present invention is higher, in the short period of time, under natural flow regime Disease position can be sufficient filling with, disease position can be well repaired, higher intensity is reached.
The purpose of the present invention is achieved by the following technical solution:
On the one hand, the embodiment of the invention discloses a kind of quickly repairing for Existing Railway Bridges bridge surface waterproof layer protective layer Material is mended, it is composed of the following components according to mass fraction:35~50 parts of cement, 3~7 parts of anhydrite, 3~10 parts of flyash, stone 30~50 parts of sand, 0.5~1 part of water reducer, 2~4 parts of rubber powder, 0.1~0.5 part of cellulose ether, 0.5~1 part of lithium salts, fiber 1 ~3 parts, 0.2~0.5 part of adjusting adhesive.
Further, the cement is the combination of Portland cement and quick hardening sulphoaluminate cement.
Further, the cement is Portland cement and quick hardening sulphoaluminate cement with 1:6-1:4 weight ratios Mixture.
Further, the strength grade of the Portland cement is 42.5 or 52.5 grades.
Further, the strength grade of the quick hardening sulphoaluminate cement is 42.5 or 52.5 grades.
Further, the particle size range of the quartz sand is 0.1mm~0.3mm.
Further, the flyash is II grade of modified coal ash.
Further, the water reducer is polycarboxylate water-reducer.
Further, the viscosity of the cellulose ether is 10000~40000.
Further, the fiber is polypropylene fibre that length is 3~5cm.
Further, the adjusting adhesive is at least one in thixotropic lubricant, waterproofing agent.
On the other hand, the embodiment of the present invention additionally provides a kind of for the fast of Existing Railway Bridges bridge surface waterproof layer protective layer The application of fast patching material, described patching material is the patching material described in claim 1-9 any one, including following step Suddenly:
Described patching material is mixed in proportion;
Ratio according to ratio of water to material 0.16~0.25 adds water and is uniformly mixed so as to obtain repairing slurry;
By the described disease position that slurry is poured into Existing Railway Bridges bridge surface waterproof layer protective layer of repairing, floating, spray Water curing 2 hours is to open to traffic;
Described repairing slurry parameter is as follows:30min fluidities >=260mm, 2h compression strength >=30MPa, 28d and basic unit Adhesive strength >=the 3.0MPa of concrete.
The present invention has the advantage that compared with prior art:
The fast repairing material of Existing Railway Bridges bridge surface waterproof layer protective layer of the present invention is to environment, repairing matrix circle Without particular/special requirement, repaired position is simply cleared up through surface in face etc..The material is mainly by sulphate aluminium cement, common The synergy of portland cement, anhydrite ternary system and lithium salts provides the early strength of material, high with early strength, especially It is that hour intensity rises a fast advantage, which overcomes that organic patching material condensation setting rate is slow, hour low intensity, it is difficult to The difficult problem completed in Window time;The material is effectively disperseed using water reducer to cement, the characteristics of with good fluidity, Adjust the workability of material using cellulose ether and adjusting adhesive simultaneously, it is ensured that be sufficient filling with disease under natural flow regime Position;With it is high with base adhesive intensity the characteristics of, overcome common inorganic patching material with basic unit interfacial adhesion difference Problem.
Specific embodiment
The present invention is described in further detail with reference to specific embodiment, but it is not as a limitation of the invention.
A kind of fast repairing material for Existing Railway Bridges bridge surface waterproof layer protective layer, according to mass fraction, by with The following group is grouped into:35~50 parts of cement, 3~7 parts of anhydrite, 3~10 parts of flyash, 30~50 parts of quartz sand, water reducer 0.5~ 1 part, 2~4 parts of rubber powder, 0.1~0.5 part of cellulose ether, 0.5~1 part of lithium salts, 1~3 part of fiber, 0.2~0.5 part of adjusting adhesive.
Above scheme can complete the purpose of the present invention, and preferred version is given on this basis:
Preferably, the cement is Portland cement and quick hardening sulphoaluminate cement with 1:6-1:4 weight ratios Mixture.
To note here is that:Two kinds of cement are mixed with the specific ratio, can not only give full play to respective advantage, Suppress respective shortcoming, and the two effectively combination can also be better than either party in aspect of performance, especially early strength Hour amplification is improved.
Preferably, the particle size range of the quartz sand is 0.1mm~0.3mm.
To note here is that:The quartz sand is matched somebody with somebody for the level of different meshes quartz sand.The science of different meshes quartz sand Level is matched somebody with somebody, and material can be made to have good workability, prevents material from bleeding and laminated segregation phenomenon occur, while material can also had There is higher intensity.
Preferably, the flyash is II grade of ash.
To note here is that:The flyash is modified II grade flyash.Its method of modifying includes:By flyash, Sodium acid carbonate and water mix, and ball milling 1-3 hours, then 60 DEG C of drying are obtained.Weight wherein based on flyash is calculated, bicarbonate The ratio of sodium is 0.5%-1.5%, and the ratio of water is 2%-10%.The modified coal ash processed by the present invention, it is and unmodified Flyash is compared, and gelling property is greatly improved, and is conducive to the strength character of patching material.
Preferably, the water reducer is polycarboxylate water-reducer.
To note here is that:The polycarboxylate water-reducer is early-strong-fast-hard type.The early-strong-fast-hard type polycarboxylic acids diminishing Agent is that polyacrylic acid based water reducer is formed with triethanolamine compounding.Wherein, the weight based on polyacrylic acid based water reducer is calculated, and three The ratio of monoethanolamine is 0.01%-0.06%.Triethanolamine as a kind of early strength agent, in cement hydration process can and Al3+、 Fe3+Complex compound soluble in water is generated, this can promote C3A rate of dissolutions are improved, and are accelerated with gypsum reaction speed.Jing researchs are sent out Existing, the use of the water reducer can make patching material 1d compression strength improve 15%- relative to the water reducer for being not added with melamine 30%.
Preferably, the viscosity of the cellulose ether is 10000~40000.
Preferably, the fiber is polypropylene fibre that length is 3~5cm.
To note here is that:The fiber is modified polypropylene fiber.Described modified polypropylene fiber is due to carrying out Surface is modified, and so as to enhance its interface binding power between cement matrix, and then improves the cracking resistance of patching material.
Preferably, the adjusting adhesive is at least one in thixotropic lubricant, waterproofing agent.
Above-mentioned patching material is mixed in proportion;
Ratio according to ratio of water to material 0.16~0.25 adds water and is uniformly mixed so as to obtain repairing slurry;
By the described disease position that slurry is poured into Existing Railway Bridges bridge surface waterproof layer protective layer of repairing, floating, spray Water curing 2 hours is to open to traffic.
Described repairing slurry parameter is as follows:30min fluidities >=260mm, 2h compression strength >=30MPa, 28d and basic unit Adhesive strength >=the 3.0MPa of concrete.
Specific embodiment is presented herein below:
Embodiment 1
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 7 parts of Portland cement, 35 parts of quick hardening sulphoaluminate cement, 4 parts of anhydrite, 8.7 parts of flyash, 40 parts of quartz sand, diminishing 0.5 part of agent, 2 parts of rubber powder, 0.1 part of cellulose ether, 0.4 part of lithium carbonate, 2 parts of fiber, 0.3 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.19, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
Embodiment 2
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 8 parts of Portland cement, 39 parts of quick hardening sulphoaluminate cement, 5 parts of anhydrite, 8.7 parts of flyash, 35 parts of quartz sand, diminishing 0.6 part of agent, 2 parts of rubber powder, 0.1 part of cellulose ether, 0.3 part of lithium carbonate, 1 part of fiber, 0.3 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.20, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
Embodiment 3
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 8 parts of Portland cement, 40 parts of quick hardening sulphoaluminate cement, 5 parts of anhydrite, 6.5 parts of flyash, 36 parts of quartz sand, diminishing 0.6 part of agent, 2 parts of rubber powder, 0.1 part of cellulose ether, 0.3 part of lithium carbonate, 1 part of fiber, 0.5 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.21, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
Embodiment 4
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 6 parts of Portland cement, 36 parts of quick hardening sulphoaluminate cement, 4 parts of anhydrite, 7.7 parts of flyash, 41 parts of quartz sand, diminishing 0.4 part of agent, 2.1 parts of rubber powder, 0.2 part of cellulose ether, 0.3 part of lithium carbonate, 2 parts of fiber, 0.3 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.18, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
Embodiment 5
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 6 parts of Portland cement, 38 parts of quick hardening sulphoaluminate cement, 5.5 parts of anhydrite, 7.6 parts of flyash, 36 parts of quartz sand subtracts 0.5 part of aqua, 2.5 parts of rubber powder, 0.15 part of cellulose ether, 0.35 part of lithium carbonate, 3 parts of fiber, 0.4 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.21, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
Embodiment 6
A kind of proportion of composing (according to the mass fraction) of Existing Railway Bridges bridge surface waterproof layer protective layer fast repairing material: 8 parts of Portland cement, 40 parts of quick hardening sulphoaluminate cement, 5 parts of anhydrite, 9.5 parts of flyash, 32 parts of quartz sand, diminishing 0.6 part of agent, 2 parts of rubber powder, 0.2 part of cellulose ether, 0.2 part of lithium carbonate, 2 parts of fiber, 0.5 part of adjusting adhesive.
The using method of the railroad bridge bridge floor waterproof layer protective layer fast repairing material is as follows:
(1) by proportioning, first by Portland cement, quick hardening sulphoaluminate cement, anhydrite, flyash, quartz sand, subtract Aqua, rubber powder, cellulose ether, lithium carbonate, fiber, adjusting adhesive are well mixed.
(2) according to the ratio of ratio of water to material 0.22, mixing water is added;It is sufficiently stirred for 5min.
(3) patching material being stirred is poured into into disease position, with trowel trowel it is flat, pat, troweling.
(4) wet curing 2 hours is to open to traffic.
The unit of weight portion meter mass ratio is kg in above-described embodiment 1~6.
Table 1 is the performance parameter of patching material prepared by embodiment of the present invention 1-6, and design parameter is shown in Table 1.
Table 1
Can be seen that by above example, by allocating cement, gypsum, flyash, the ratio of quartz sand and consumption, then lead to Water reducer, rubber powder, cellulose ether, lithium carbonate, fiber and the adjusting adhesive of addition different proportion are crossed, 30min fluidities can be obtained The fast repairing material of the adhesive strength >=3.0MPa of >=260mm, 2h compression strength >=30MPa, 28d and substrate concrete.Cause This, the patching material employed in the present invention can preferably suitable for the disease of Existing Railway Bridges bridge surface waterproof layer protective layer Administer.
Above example is only the exemplary embodiment of the present invention, is not used in the restriction present invention, protection scope of the present invention It is defined by the claims.Those skilled in the art can make respectively in the essence and protection domain of the present invention to the present invention Modification or equivalent are planted, this modification or equivalent also should be regarded as being within the scope of the present invention.

Claims (10)

1.一种用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,按照质量份数,由以下组分组成:水泥35~50份,硬石膏3~7份,粉煤灰3~10份,石英砂30~50份,减水剂0.5~1份,胶粉2~4份,纤维素醚0.1~0.5份,锂盐0.5~1份,纤维1~3份,调粘剂0.2~0.5份。1. A quick repair material for the protective layer of the waterproof layer of the existing railway bridge deck is characterized in that, according to the parts by mass, it is composed of the following components: 35 to 50 parts of cement, 3 to 7 parts of anhydrite, powder 3-10 parts of coal ash, 30-50 parts of quartz sand, 0.5-1 part of water reducing agent, 2-4 parts of rubber powder, 0.1-0.5 parts of cellulose ether, 0.5-1 part of lithium salt, 1-3 parts of fiber, 0.2-0.5 parts of viscosity adjusting agent. 2.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述水泥为普通硅酸盐水泥和快硬硫铝酸盐水泥的组合。2. the quick-repair material for existing railway bridge bridge deck waterproof layer protective layer according to claim 1, is characterized in that, described cement is the combination of ordinary portland cement and rapid-hardening sulfoaluminate cement. 3.根据权利要求2所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述水泥为普通硅酸盐水泥和快硬硫铝酸盐水泥以1:6-1:4重量比的混合物。3. according to claim 2, be used for the rapid repair material of existing railway bridge bridge deck waterproof layer protective layer, it is characterized in that, described cement is ordinary portland cement and quick-hardening sulfoaluminate cement with 1: 6-1:4 mixture by weight. 4.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述石英砂的粒径范围为0.1mm~0.3mm。4 . The quick repair material for the protective layer of the existing railway bridge deck waterproof layer according to claim 1 , wherein the particle size range of the quartz sand is 0.1 mm to 0.3 mm. 5.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述粉煤灰为改性的Ⅱ级粉煤灰。5. The quick repair material for the protective layer of the existing railway bridge deck waterproof layer according to claim 1, wherein the fly ash is modified grade II fly ash. 6.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述减水剂为早强快硬型聚羧酸减水剂。6. The rapid repair material for the protective layer of the existing railway bridge deck waterproof layer according to claim 1, wherein the water reducing agent is an early-strength and fast-hardening polycarboxylate water reducing agent. 7.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述纤维素醚的粘度为10000~40000。7. The quick repair material for the protective layer of the existing railway bridge deck waterproof layer according to claim 1, characterized in that the viscosity of the cellulose ether is 10,000-40,000. 8.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述纤维为长度为3~5cm的聚丙烯纤维。8. The quick repair material for the protective layer of the existing railway bridge deck waterproof layer according to claim 1, wherein the fiber is a polypropylene fiber with a length of 3 to 5 cm. 9.根据权利要求1所述的用于既有铁路桥梁桥面防水层保护层的快速修补材料,其特征在于,所述调粘剂为触变润滑剂、防水剂中的至少一种。9. The quick repair material for existing railway bridge deck waterproof layer protective layer according to claim 1, characterized in that, the viscosity adjusting agent is at least one of a thixotropic lubricant and a waterproofing agent. 10.一种用于既有铁路桥梁桥面防水层保护层的快速修补材料的应用,其特征在于,所述的修补材料为权利要求1-9任意一项所述的修补材料,包括以下步骤:10. A kind of application for the quick repair material of existing railway bridge bridge deck waterproof layer protection layer, it is characterized in that, described repair material is the described repair material of any one of claim 1-9, comprises the following steps : 将所述的修补材料按比例混匀;Mix the repair materials in proportion; 按照水料比0.16~0.25的比例加水混匀得到修补浆料;Add water and mix according to the water-material ratio of 0.16 to 0.25 to obtain the repair slurry; 将所述的修补浆料浇筑到既有铁路桥梁桥面防水层保护层的病害部位,抹平,喷水养护2小时至开放交通即可;The repair slurry is poured onto the diseased part of the protective layer of the waterproof layer of the existing railway bridge deck, smoothed, sprayed and maintained for 2 hours until it is open to traffic; 所述的修补浆料参数如下:30min流动度≥260mm,2h抗压强度≥30MPa,28d与基层混凝土的粘接强度≥3.0MPa。The parameters of the repair slurry are as follows: 30min fluidity ≥ 260mm, 2h compressive strength ≥ 30MPa, 28d bonding strength with base concrete ≥ 3.0MPa.
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108101474A (en) * 2018-01-15 2018-06-01 北京首发公路养护工程有限公司 Anti- isolation road rapid repair material of low temperature contracting Self-leveling and preparation method thereof
CN110451897A (en) * 2019-08-01 2019-11-15 江苏建鸿环保材料科技有限公司 A kind of grouting material, application and its construction method
CN111320450A (en) * 2020-04-02 2020-06-23 北京眷诚铁道工程技术有限公司 Self-compacting material for repairing railway concrete sleeper and preparation method and application thereof
CN113548857A (en) * 2021-08-16 2021-10-26 上海市建筑科学研究院有限公司 High-flexibility thin-layer in-situ repair composite material and preparation method thereof
CN113548858A (en) * 2021-08-18 2021-10-26 上海市建筑科学研究院有限公司 Repair material with simple construction and good flexibility and preparation method thereof
CN115490487A (en) * 2022-09-01 2022-12-20 中德新亚建筑材料有限公司 Upward rapid repairing agent for uninterrupted traffic of bridges and tunnels

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1654411A (en) * 2005-01-21 2005-08-17 赵若鹏 Fast repairing concrete material and its use method
CN101698589A (en) * 2009-11-06 2010-04-28 同济大学 Novel patching material
CN104045291A (en) * 2014-07-02 2014-09-17 关其焕 Cement concrete pavement patching material and preparation method thereof
CN105523745A (en) * 2016-01-08 2016-04-27 甘肃省交通规划勘察设计院有限责任公司 Bridge expansion joint fast reparation material

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1654411A (en) * 2005-01-21 2005-08-17 赵若鹏 Fast repairing concrete material and its use method
CN101698589A (en) * 2009-11-06 2010-04-28 同济大学 Novel patching material
CN104045291A (en) * 2014-07-02 2014-09-17 关其焕 Cement concrete pavement patching material and preparation method thereof
CN105523745A (en) * 2016-01-08 2016-04-27 甘肃省交通规划勘察设计院有限责任公司 Bridge expansion joint fast reparation material

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
朱效荣等: "《混凝土工作性调整》", 31 May 2016 *
林宗寿: "《胶凝材料学》", 31 October 2011, 武汉理工大学出版社 *
甘万贵等: "消泡剂对钢渣砂抗裂干混砂浆力学性能的影响", 《中国金属学会会议论文集》 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108101474A (en) * 2018-01-15 2018-06-01 北京首发公路养护工程有限公司 Anti- isolation road rapid repair material of low temperature contracting Self-leveling and preparation method thereof
CN110451897A (en) * 2019-08-01 2019-11-15 江苏建鸿环保材料科技有限公司 A kind of grouting material, application and its construction method
CN111320450A (en) * 2020-04-02 2020-06-23 北京眷诚铁道工程技术有限公司 Self-compacting material for repairing railway concrete sleeper and preparation method and application thereof
CN113548857A (en) * 2021-08-16 2021-10-26 上海市建筑科学研究院有限公司 High-flexibility thin-layer in-situ repair composite material and preparation method thereof
CN113548858A (en) * 2021-08-18 2021-10-26 上海市建筑科学研究院有限公司 Repair material with simple construction and good flexibility and preparation method thereof
CN115490487A (en) * 2022-09-01 2022-12-20 中德新亚建筑材料有限公司 Upward rapid repairing agent for uninterrupted traffic of bridges and tunnels

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