CN109250994A - A kind of concrete repair materials that expressway surface is quickly repaired and method - Google Patents
A kind of concrete repair materials that expressway surface is quickly repaired and method Download PDFInfo
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- CN109250994A CN109250994A CN201811395358.3A CN201811395358A CN109250994A CN 109250994 A CN109250994 A CN 109250994A CN 201811395358 A CN201811395358 A CN 201811395358A CN 109250994 A CN109250994 A CN 109250994A
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- 239000000463 material Substances 0.000 title claims abstract description 59
- 230000008439 repair process Effects 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000000835 fiber Substances 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000004575 stone Substances 0.000 claims abstract description 9
- 239000006004 Quartz sand Substances 0.000 claims abstract description 8
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 8
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims abstract description 6
- 239000010703 silicon Substances 0.000 claims abstract description 6
- 229910052710 silicon Inorganic materials 0.000 claims abstract description 6
- 238000013461 design Methods 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 8
- 238000012360 testing method Methods 0.000 claims description 6
- 238000012795 verification Methods 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims description 2
- 239000002245 particle Substances 0.000 claims description 2
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000002742 anti-folding effect Effects 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007580 dry-mixing Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000004643 material aging Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000009329 sexual behaviour Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000010257 thawing Methods 0.000 description 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
- C04B28/06—Aluminous cements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
- E01C7/147—Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Repair (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of concrete repair materials that expressway surface is quickly repaired and method, which includes: 14 ~ 18 parts of water, 45 ~ 50 parts of cement, 75 parts of quartz sand, 100 ~ 115 parts of stone, 4 parts of silicon ash, 0.8 ~ 1 part of water-reducing agent, 0 ~ 0.02 part and 0 ~ 0.4 part of fiber of retarder.This method comprises the following steps: designing suitable concrete repair materials according to field condition and matches；Clear up and cut the concrete of road surface breakage part；Concreting material is prepared, concrete material is vibrated and conserved 4 ~ 6 hours after the completion of pouring.Expressway surface fast repair technique of the invention has the construction time short, and on-site construction operations process is simple, and intensity rises fast；Deformability and adaptable after road surface is repaired, long service life, comprehensive performance is significantly better than Common Concrete Pavement.The present invention is suitable for the local Rapid-Repair of expressway surface, highway bridge and expansion joint position.
Description
Technical field
The present invention relates to highway concrete road surface maintenance technology field, specifically a kind of expressway surface is quickly repaired
Concrete repair materials and method.
Background technique
The traffic infrastructures such as China's highway are established in the nineties in last century, with the development of the social economy, road
Construction is even more to make rapid progress, currently, China's highway mileage has broken through 130,000 kilometers.But constantly along with the volume of traffic
Increase, overload, environmental load effect, reinforcement corrosion, freeze thawing damage, fatigue effect, corrosion effect and material aging etc. it is natural and
The influence of artificial unfavorable factor, the engineering structures such as highway and bridge are inevitably generated bearing capacity decline, drag
The problems such as decaying, damage accumulation, structure durability reduce, seriously affects Vehicle Speed and safety, in some instances it may even be possible to lead to calamity
Difficult sexual behavior thus occur.Therefore, the service efficiency of highway how is given full play to, service life is extended, improves highway
The quality and speed of maintenance are the key subjects that must be faced in traffic control department and Expressway Development process.
Currently, the common used material that China's expressway surface is quickly repaired mainly has three classes: 1) using ordinary portland cement and bone
Expect the concrete material of configuration, its advantage is that it is at low cost consistent with old concrete performance, but this traditional maintenance method late maintaining
Time is too long, and bad adhesion, shrinks greatly, causes repairing pavement durability poor, and damaged place generally requires to repair repeatedly, because
This is difficult to meet actual demand；2) special cement class mending mortar, advantage are that condensation is fast, and early strength is high, but through extraordinary water
The problems such as cement concrete pavement of mud repairing will appear later strength retraction phenomenon and undesirable linking new and old concrete；
3) fiber concrete, ductility and deformability are strong, but it is complicated to construct, and the long period is needed to can be only achieved pavement usage institute
The intensity index needed；4) it polymerize species concrete, such patching material must rationally control additive amount, can just develop high-quality reality
Fast repairing material, it is big that material configures difficulty, it is difficult to meet the site operation requirement of highway Rapid-Repair.Therefore,
It is short to develop a kind of setting time, high mechanical strength, shelf life long material for quickly repairing and convenient site operation technology,
To reach the requirement of expressway surface Rapid-Repair, become a strategic point problem to be solved.
Summary of the invention
The purpose of the present invention is in view of the deficiency of the prior art, provide a kind of coagulation that expressway surface is quickly repaired
Native repair materials.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of concrete repair materials that expressway surface is quickly repaired, the concrete repair materials component include: 14 ~ 18 parts of water,
45 ~ 50 parts of cement, 75 parts of quartz sand, 100 ~ 115 parts of stone, 4 parts of silicon ash, 0.8 ~ 1 part of water-reducing agent, 0 ~ 0.02 part of retarder and fibre
0 ~ 0.4 part of dimension.
In the further design scheme of the present invention, above-mentioned cement is repaid hardening sulphoaluminate cement, and quartz sand particle size is 30 ~ 50
Mesh, cobble-stone diameter are 5 ~ 30mm.
In the further design scheme of the present invention, the vinal of above-mentioned fiber selection high-strength and high-modulus, length 12mm,
Water-reducing agent is early-strength water-reducing agent.
It is a further object of the present invention to provide a kind of expressway surface fast repairing methods, include the following steps:
Step 1, according to field condition, according to the proportional region of above-mentioned concrete repair materials, suitable proportion is designed, construction is opened
The proportioning test of concrete repair materials is first carried out before beginning, and carries out experimental verification, obtains the optimal of concrete repair materials
Match ratio.
Step 2, it clears up and the concrete for cutting road surface breakage part forms pit slot, pit slot is rinsed and is cleaned,
Even sprinkling concrete interface agent.
Step 3, concrete repair materials are prepared according to the optimum mix proportion of concrete repair materials, pours and vibrate and smears
It is flat.
Step 4, blinding work cloth sprinkling maintenance is carried out after about 1 hour.
In the further design scheme of the present invention, pour and vibrated when smoothing out in step 3, concrete repairing material from discharging to
Vibrate end and smooth out duration control within 20 minutes.
The present invention have it is following prominent the utility model has the advantages that
Concrete repair materials setting time used in the present invention is short, and intensity rises fastly, and adhesive property and deformability are good, resistance to
Long property and service life are greatly enhanced compared with normal concrete, and on-site construction operations are simple, fully meet expressway surface and quickly repair
The multiple requirement to quality and time.Expressway surface fast repairing method on-site construction operations of the invention are simple, concreting
The condensation of materials time is short, and high mechanical strength and intensity rise fast, and caking property, durability and service life are more equal than normal concrete
It improves a lot, curing time is short, is open to traffic fast, is suitably applied the various works such as expressway surface, bridge pavement and airport pavement
In journey repairing.
Detailed description of the invention
Fig. 1 is the step process of embodiment high speed road surface fast repairing method.
Specific embodiment
Below in conjunction with the accompanying drawings and embodiment the invention will be further described.
Embodiment 1
Referring to attached drawing 1, when it is implemented, carry out expressway surface quickly repair the following steps are included:
Step 1: Concrete Repairing Materials mix-design designs before construction starts according to climate temperature and field conditions
The optimum mix proportion of concrete material out, and verification experimental verification is carried out, the indexs such as test setting time, mechanical strength, mobility are matched
Composition and division in a proportion is finely adjusted according to the actual situation.The concrete material of use matches are as follows:
| Water | Cement | Quartz sand | Stone | Silicon ash | Water-reducing agent | Retarder | Fiber | |
| 1 concrete repair materials of embodiment | 16 parts | 46 parts | 75 parts | 112 parts | 4 parts | 1 part | 0.02 part | 0.4 part |
Step 2: cutting being carried out to damaged road surface and is cut, the crushed stone and dust inside pit slot are cleaned up, is laid with as needed new
Reinforced mesh, little water is then sprinkled inside pit slot, and uniformly spray interfacial agents.
Step 3: the optimum mix proportion verified according to actual tests prepares concreting material, wherein the ratio of mud,
Retarder and fiber doping amount should be finely adjusted again according to on-site actual situations and the mobility of concrete.
Prepare concrete material stirring means when concreting material are as follows:
A) cement, quartz sand, stone and silicon ash are put into 2 ~ 3 minutes by agitated kettle dry mixing according to optimal proportion；
B) fiber is added while stirring, fiber, which is added, slowly fiber when stirring to be avoided to generate clustering phenomena；
C) water is added slowly to inside agitated kettle (water-reducing agent and retarder dissolve inside water in advance), is stirred for after adding water
1 ~ 2 minute；
D) it discharges, pour.
Step 4: concreting material being poured into pit slot, is vibrated in time, vibrating spear selects plug-in type, vibrates and wants
Uniformly and sufficiently, because joined fiber in concrete, cause mobility poorer than normal concrete, and in order to pursue intensity,
The concrete material ratio of mud of the invention is smaller, therefore process of vibrating is most important, flat with touching knife for concrete and touching after vibrating.
Step 5: according to environment temperature, geotextiles can be spread within general 1 hour or so after concreting and sprinkled water and supported
Shield can be open to traffic after 4 ~ 6 hours.
Embodiment 2
Step 1: Concrete Repairing Materials mix-design designs before construction starts according to climate temperature and field conditions
The optimum mix proportion of concrete material out, and verification experimental verification is carried out, the indexs such as test setting time, mechanical strength, mobility are matched
Composition and division in a proportion is finely adjusted according to the actual situation.The concrete material of use matches are as follows:
| Water | Cement | Quartz sand | Stone | Silicon ash | Water-reducing agent | Retarder | Fiber | |
| 2 concrete repair materials of embodiment | 18 parts | 46 parts | 75 parts | 101 parts | 4 parts | 0.8 part | 0.015 part | 0.3 part |
Step 2-5 is the same as embodiment 1.
Technical effect of the invention is made below with reference to two kinds of specific concrete repair materials in embodiment further
Illustrate:
According to the concrete repair materials component match ratio and production method preparation of the invention in embodiment 1 and embodiment 2
Concrete repairing material, and vibration compacting make reference block, test initial set, final setting time, 8 hours, 1 day, resistance to compression in 3 days
And flexural strength, as a result as shown in table 1, table 2:
1 concrete material setting time of table and mobility
| Presetting period | Final setting time | Mobility | |
| Concrete repair materials one | 25min | 45min | Preferably |
| Concrete repair materials two | 35min | 1h | Very well |
2 concrete material mechanical property of table
| 8h resistance to compression (MPa) | Resistance to compression (MPa) in 1 day | Resistance to compression (MPa) in 3 days | The anti-folding (MPa) of 8h | 1 day anti-folding (MPa) | 3 days anti-foldings (MPa) | |
| Concrete repair materials one | 42.4 | 58.5 | 55.6 | 4.6 | 5.9 | 6.5 |
| Concrete repair materials two | 43.5 | 49.8 | 59.7 | 4.4 | 5.6 | 6.4 |
It can be seen that: initial set, final setting time and the mobility of concrete repair materials of the invention meet the requirement of site operation, and
8 hours compression strength of concrete repair materials can reach 40MPa or more, fully meet the demand that is open to traffic.
The above are preferred embodiments of the present invention, all any changes made according to the technical solution of the present invention, and generated function is made
When with range without departing from technical solution of the present invention, all belong to the scope of protection of the present invention.
Claims (5)
1. a kind of concrete repair materials that expressway surface is quickly repaired, which is characterized in that the concrete repair materials component packet
It includes: 14 ~ 18 parts of water, 45 ~ 50 parts of cement, 75 parts of quartz sand, 100 ~ 115 parts of stone, 4 parts of silicon ash, 0.8 ~ 1 part of water-reducing agent, slow setting
0 ~ 0.02 part and 0 ~ 0.4 part of fiber of agent.
2. the concrete repair materials that expressway surface according to claim 1 is quickly repaired, which is characterized in that the cement
For repaid hardening sulphoaluminate cement, quartz sand particle size is 30 ~ 50 mesh, and cobble-stone diameter is 5 ~ 30mm.
3. the concrete repair materials that expressway surface according to claim 1 is quickly repaired, which is characterized in that the fiber
The vinal of high-strength and high-modulus, length 12mm are selected, water-reducing agent is early-strength water-reducing agent.
4. a kind of expressway surface fast repairing method, which comprises the steps of:
Step 1, according to field condition, according to the proportional region of concrete repair materials in claim 1, design is suitably matched
Than construction first carries out the proportioning test of concrete repair materials before starting, and carries out experimental verification, obtains concrete and repairs material
The optimum mix proportion of material；
Step 2, it clears up and the concrete for cutting road surface breakage part forms pit slot, pit slot is rinsed and is cleaned, is uniformly sprayed
Spill concrete interface agent；
Step 3, concrete repair materials are prepared according to the optimum mix proportion of concrete repair materials, poured and floating of vibrating；
Step 4, blinding work cloth sprinkling maintenance is carried out after about 1 hour.
5. expressway surface fast repairing method according to claim 4, which is characterized in that pour and vibrate in step 3 and smear
Usually, concrete repairing material duration of end and floating from discharging to vibrating controlled within 20 minutes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811395358.3A CN109250994A (en) | 2018-11-22 | 2018-11-22 | A kind of concrete repair materials that expressway surface is quickly repaired and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811395358.3A CN109250994A (en) | 2018-11-22 | 2018-11-22 | A kind of concrete repair materials that expressway surface is quickly repaired and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109250994A true CN109250994A (en) | 2019-01-22 |
Family
ID=65041984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811395358.3A Pending CN109250994A (en) | 2018-11-22 | 2018-11-22 | A kind of concrete repair materials that expressway surface is quickly repaired and method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109734363A (en) * | 2019-02-01 | 2019-05-10 | 广东工业大学 | A kind of economical high-performance cement concrete and preparation method thereof |
| CN110590298A (en) * | 2019-09-04 | 2019-12-20 | 西南交通大学 | Acid rain freezing-resistant repair material for concrete structure of rail transit engineering |
| CN111574164A (en) * | 2020-05-26 | 2020-08-25 | 南京梦联桥材料科技有限公司 | Rapid repairing material for super-early-strength shrinkage compensation road bridge and preparation method thereof |
| CN112323655A (en) * | 2020-11-24 | 2021-02-05 | 南京梦联桥材料科技有限公司 | Reinforcing method for changing simple support of existing hollow plate beam into continuous support |
| CN114133192A (en) * | 2021-11-29 | 2022-03-04 | 上海市建筑科学研究院有限公司 | High-strength rapid repairing material special for airport runway |
| WO2022151677A1 (en) * | 2021-01-15 | 2022-07-21 | 中铁北京工程局集团有限公司 | Rapid integral slab replacement construction process for damaged pavement slab in civil aviation non-stop aviation construction |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109734363A (en) * | 2019-02-01 | 2019-05-10 | 广东工业大学 | A kind of economical high-performance cement concrete and preparation method thereof |
| CN110590298A (en) * | 2019-09-04 | 2019-12-20 | 西南交通大学 | Acid rain freezing-resistant repair material for concrete structure of rail transit engineering |
| CN110590298B (en) * | 2019-09-04 | 2021-11-23 | 西南交通大学 | Acid rain freezing-resistant repair material for concrete structure of rail transit engineering |
| CN111574164A (en) * | 2020-05-26 | 2020-08-25 | 南京梦联桥材料科技有限公司 | Rapid repairing material for super-early-strength shrinkage compensation road bridge and preparation method thereof |
| CN112323655A (en) * | 2020-11-24 | 2021-02-05 | 南京梦联桥材料科技有限公司 | Reinforcing method for changing simple support of existing hollow plate beam into continuous support |
| CN112323655B (en) * | 2020-11-24 | 2022-09-30 | 南京迈越材料科技有限公司 | Reinforcing method for changing simple support of existing hollow plate beam into continuous support |
| WO2022151677A1 (en) * | 2021-01-15 | 2022-07-21 | 中铁北京工程局集团有限公司 | Rapid integral slab replacement construction process for damaged pavement slab in civil aviation non-stop aviation construction |
| CN114133192A (en) * | 2021-11-29 | 2022-03-04 | 上海市建筑科学研究院有限公司 | High-strength rapid repairing material special for airport runway |
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Address after: 210019 room 1003, building 05, No.18, Jiangdong Street, Jialing, Jianye District, Nanjing City, Jiangsu Province Applicant after: Jiangsu menglianqiao Technology Co.,Ltd. Address before: 210019 room 204-50, 2 / F, building 04, No.18, Jiangdong Street, Jialing, Jianye District, Nanjing City, Jiangsu Province Applicant before: NANJING MENGLIANQIAO SENSING TECHNOLOGY Co.,Ltd. |
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Application publication date: 20190122 |
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