CN102503322A - Preparation method for material capable of being used for rapid rush-repair of roads - Google Patents
Preparation method for material capable of being used for rapid rush-repair of roads Download PDFInfo
- Publication number
- CN102503322A CN102503322A CN2011103323190A CN201110332319A CN102503322A CN 102503322 A CN102503322 A CN 102503322A CN 2011103323190 A CN2011103323190 A CN 2011103323190A CN 201110332319 A CN201110332319 A CN 201110332319A CN 102503322 A CN102503322 A CN 102503322A
- Authority
- CN
- China
- Prior art keywords
- agent
- rapid
- material according
- restoring material
- cement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The invention aims to prepare a special material capable of being used for rapid rush-repair of roads. The material is formed by mixing quick-hardening sulphoaluminate cement, double quick cement, an expanding agent, redispersible latex powder, water-washing river sand, an early strength agent, an accelerating agent, an anti-freezing agent, anti-crack fibers, a defoaming agent and the like. The material comprises, in weight percentage, 35-50% of the quick-hardening sulphoaluminate cement, 3-8% of reinforced components, 40-55% of the water-washing river sand, 2-5% of the expanding agent, 3-6% of the redispersible latex powder, 2-5% of a water reducing agent, 0.1-0.5% of the early strength agent, 0.1-0.3% of the anti-freezing agent, 0.1-0.3% of a retarder, 0.1-0.6% of the anti-freezing agent, 0.02-0.05% of polypropylene fibers and 0.1-0.5% of the defoaming agent. The material has the advantages of good fluidity, high hourly strength, high cementing bond, cracking resistance and the like, and is applicable to rapid rush repair of the municipal roads at low or normal temperature.
Description
Technical field:
The present invention relates to a kind of material that can be used for the quick repairing of road and preparation method thereof.
Background technology:
China has experienced fast-developing 30 years, and in this period, China has built a large amount of highway bridges, and the while is along with the continuous expansion of scale of urbanization, the domestic a collection of megapolis such as Beijing, Shanghai, Guangzhou, Shenzhen that formed.Because vehicle possess amount increases considerably, the traffic congestion in city has become the persistent ailment of urban development.And use for many years motorway, urban road destruction in various degree also to occur; If according to traditional pavement patching mode; Will certainly produce great influence to the traffic in city, the rapid restoring material of therefore developing a kind of initial stage good fluidity, hour intensity height (generally 2h can be open to traffic after repairing) operable time length is imperative.Aspect repairing; At present domestic also formation improved and sophisticated system; Most repairing method is in cement and adds that thermoplasticity or thermosetting resin realize; Though this repairing method can guarantee the adhesive property between patching material and the concrete substrate, but often the engineering time is short, cost is expensive, is not suitable for the extensive repairing of urban road.Chinese patent CN 101096303 has reported and has a kind ofly built the road, the preparation method of rapid restoring material for building; This method effectively reduces the road cost of repairing fast; Has certain popularization value; But but this material still exists the defective of engineering time short (basically in the 15min), 2 hours intensity (basically between 15-17MPa) on the low side, is difficult to large-scale application in municipal traffic.
Summary of the invention:
The present invention is intended to prepare a kind of operable time greater than 30min; 2h ultimate compression strength is greater than 30MPa and construction back and high, the indehiscent extraordinary restoring material of basic unit's cohesive force; This material especially still has good gain in strength under the low-temperature construction environment; Basically can satisfy at normal construction more than 5 ℃, therefore increase the scope of application of this product greatly.
A kind of road rapid restoring material that is used for construction under normal temperature and the low temperature environment that the present invention relates to is formulated by following compositions in weight percentage: rapid hardening cement: 20～60%, and enhancement component: 2～10%; Washing river sand: 30～65%; Swelling agent: 1～10%, redispersable latex powder: 1～10%, water reducer: 1～8%; Hardening accelerator: 0.05～0.8%, accelerating chemicals: 0.05～0.5; Retardant: 0.05～0.5%, frostproofer: 0.05～1%, polypropylene fibre 0.01～0.06%, skimmer: 0.05～1%.Each component can be preferably: rapid hardening cement 35～50%, and enhancement component: 3～8%, washing river sand: 40～55%; Swelling agent: 2～5%, redispersable latex powder: 3～6%, water reducer: 2～5%; Hardening accelerator: 0.1～0.5%, accelerating chemicals: 0.1～0.3, retardant: 0.1～0.3%; Frostproofer: 0.1～0.6%, polypropylene fibre 0.02～0.05%, skimmer: 0.1～0.5%.
In the above-mentioned road rapid restoring material, said rapid hardening cement is an aluminosulfate cement; Said enhancement component is a double-quick cement; Said washing river sand is the river sand of 20 orders～100 order continuous gradings for the particle diameter after washing; Said swelling agent is an aluminate-aluminosilicate expanding agent; Said redispersable latex powder is Injecatable EVA Copolymer or vinylformic acid-cinnamic copolymer, and said water reducer is early-strength type polycarboxylate water-reducer or naphthalene water reducer; Said retardant is Sunmorl N 60S, Trisodium Citrate, tartrate or any two kinds composite; Said frostproofer is Sodium Nitrite, calcium nitrite or the two composite by a certain percentage forming; Said hardening accelerator is one or more in sodium sulfate, calcium formiate, the Quilonum Retard.Said skimmer is the organosilicon powder skimmer.Said polypropylene fibre is the 5mm fiber.Said accelerating chemicals is an aluminum oxide clinker class accelerating chemicals.
The present invention is mixed through Agravicmixer by rapid hardening cement, silica sand, swelling agent and other various auxiliary agents according to a certain percentage.All raw material is commercially available material of construction or industrial auxiliary agent.
The invention has the advantages that: 1. adopt the organic compound of accelerating component and antifreezing component, increased substantially the serviceability of product under low temperature or subzero temperature condition, guarantee that product can reach more than the 20MPa in 2 hours ultimate compression strength below 5 ℃.2. grating is reasonable, and microdilatancy is obvious; Because formula system has carried out strict screening to consumption, the grating of aluminosulfate cement, silica sand, thereby has greatly improved the volume stability of product, has guaranteed the not retraction of product later strength.3. the use of double-quick cement not only can improve the early strength of product, makes product realize high workability and high-intensity coordinated development in 2 hours half a hour simultaneously.4. this product has superior adhesive property, can obviously improve the cohesive strength of repairing material and concrete substrate.
Embodiment:
Below with embodiment the present invention is described further, but said embodiment only is used to the present invention is described and does not limit the present invention.
Embodiment 1
Embodiment 2
Embodiment 3
Embodiment 4
Embodiment 5
This product adopts agravic mixing and blending machine to stir; Earlier that naphthalene water reducer, redispersable latex powder, hardening accelerator, frostproofer, polypropylene fibre, accelerating chemicals, retardant and skimmer premix is even during stirring; Mixing time is 20 minutes, adds corresponding cement, river sand, swelling agent according to the prescription consumption then and stirs 30 minutes.
Related embodiment of the present invention is tested according to the method for stipulating in the company standard Q/SY YHF053-2010 rapid restoring material, and the dependence test result is as shown in the table:
Claims (7)
1. a road is used rapid restoring material, it is characterized in that by following compositions in weight percentage formulated:
Rapid hardening cement: 20～60%, enhancement component: 2～10%, washing river sand: 30～65%, swelling agent: 1～10%, redispersable latex powder: 1～10%, water reducer: 1～8%, hardening accelerator: 0.05～0.8%, accelerating chemicals: 0.05～0.5; Retardant: 0.05～0.5%, frostproofer: 0.05～1%, polypropylene fibre 0.01～0.06%, skimmer: 0.05～1%.
2. rapid restoring material according to claim 1 is characterized in that rapid hardening cement is an aluminosulfate cement; Enhancement component is a double-quick cement; Swelling agent is an aluminate-aluminosilicate expanding agent.
3. rapid restoring material according to claim 1 is characterized in that described washing river sand is the washing river sand of 20～100 order continuous gradings; Described redispersable latex powder is Injecatable EVA Copolymer or vinylformic acid-cinnamic copolymer.
4. rapid restoring material according to claim 1 is characterized in that said water reducer is early-strength type polycarboxylate water-reducer or naphthalene water reducer.
5. rapid restoring material according to claim 1 is characterized in that said retardant is Sunmorl N 60S, Trisodium Citrate, tartrate or any two kinds composite; Said accelerating chemicals is an aluminum oxide clinker class accelerating chemicals.
6. rapid restoring material according to claim 1 is characterized in that said frostproofer is Sodium Nitrite, calcium nitrite or its mixture.
7. rapid restoring material according to claim 1 is characterized in that said hardening accelerator is sodium sulfate, calcium formiate, Quilonum Retard or its mixture; Said skimmer is the organosilicon powder skimmer; Said polypropylene fibre is the 5mm polypropylene fibre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103323190A CN102503322A (en) | 2011-10-27 | 2011-10-27 | Preparation method for material capable of being used for rapid rush-repair of roads |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103323190A CN102503322A (en) | 2011-10-27 | 2011-10-27 | Preparation method for material capable of being used for rapid rush-repair of roads |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102503322A true CN102503322A (en) | 2012-06-20 |
Family
ID=46215473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103323190A Pending CN102503322A (en) | 2011-10-27 | 2011-10-27 | Preparation method for material capable of being used for rapid rush-repair of roads |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102503322A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103398932A (en) * | 2013-07-31 | 2013-11-20 | 中国矿业大学 | Method and device for quickly testing water seepage properties of low-intensity heat-insulating materials for shafts and drifts |
| CN104310918A (en) * | 2014-10-20 | 2015-01-28 | 中国建筑股份有限公司 | Cement-based composite material used for 3D printing technology as well as preparation method and application thereof |
| CN106045427A (en) * | 2016-05-30 | 2016-10-26 | 河南万里路桥集团股份有限公司 | Road repair grout material and preparation method thereof |
| CN106336184A (en) * | 2016-08-19 | 2017-01-18 | 浙江三力建筑材料有限公司 | Power quick paste material for outdoor face bricks |
| CN106565178A (en) * | 2016-11-14 | 2017-04-19 | 绍兴职业技术学院 | Polymer mortar for rail transit and preparation method |
| CN106904901A (en) * | 2015-12-22 | 2017-06-30 | 天津拓展伟创材料研究有限公司 | Shrinkage factor is zero reinforcement and repair mortar and preparation method thereof |
| CN107500690A (en) * | 2017-09-15 | 2017-12-22 | 广西交通科学研究院有限公司 | The quick concrete that is open to traffic of cement concrete pavement pit reparation |
| CN108793905A (en) * | 2018-07-24 | 2018-11-13 | 北京市燕通建筑构件有限公司 | A kind of mending mortar and preparation method thereof and the application in precast concrete repairing |
| CN109626890A (en) * | 2019-01-24 | 2019-04-16 | 深圳市红威达建材有限公司 | High polymer rapid structural repairing material, preparation and construction method |
| CN111302745A (en) * | 2020-04-03 | 2020-06-19 | 杭州修路人科技股份有限公司 | Rapid repairing material in low-temperature environment and application method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1349948A (en) * | 2000-10-25 | 2002-05-22 | 上海双鹤特种水泥有限公司 | Fast repairing concrete material and its production process |
| CN101096303A (en) * | 2006-06-30 | 2008-01-02 | 上海富春建业(集团)有限公司 | Rapid restoring material for building and road making |
| CN101628791A (en) * | 2009-06-25 | 2010-01-20 | 深圳航天科技创新研究院 | Geopolymer gel material for rush repairs and rush constructions |
| CN102173662A (en) * | 2010-12-22 | 2011-09-07 | 北京东方雨虹防水技术股份有限公司 | Low-temperature super early strength support grouting material for high-speed rail |
-
2011
- 2011-10-27 CN CN2011103323190A patent/CN102503322A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1349948A (en) * | 2000-10-25 | 2002-05-22 | 上海双鹤特种水泥有限公司 | Fast repairing concrete material and its production process |
| CN101096303A (en) * | 2006-06-30 | 2008-01-02 | 上海富春建业(集团)有限公司 | Rapid restoring material for building and road making |
| CN101628791A (en) * | 2009-06-25 | 2010-01-20 | 深圳航天科技创新研究院 | Geopolymer gel material for rush repairs and rush constructions |
| CN102173662A (en) * | 2010-12-22 | 2011-09-07 | 北京东方雨虹防水技术股份有限公司 | Low-temperature super early strength support grouting material for high-speed rail |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103398932A (en) * | 2013-07-31 | 2013-11-20 | 中国矿业大学 | Method and device for quickly testing water seepage properties of low-intensity heat-insulating materials for shafts and drifts |
| CN104310918A (en) * | 2014-10-20 | 2015-01-28 | 中国建筑股份有限公司 | Cement-based composite material used for 3D printing technology as well as preparation method and application thereof |
| CN104310918B (en) * | 2014-10-20 | 2016-02-03 | 中国建筑股份有限公司 | For the cement-base composite material and its production and use of 3D printing technique |
| CN106904901A (en) * | 2015-12-22 | 2017-06-30 | 天津拓展伟创材料研究有限公司 | Shrinkage factor is zero reinforcement and repair mortar and preparation method thereof |
| CN106904901B (en) * | 2015-12-22 | 2019-01-04 | 祎禾科技有限公司 | The reinforcement and repair mortar and preparation method thereof that shrinking percentage is zero |
| CN106045427A (en) * | 2016-05-30 | 2016-10-26 | 河南万里路桥集团股份有限公司 | Road repair grout material and preparation method thereof |
| CN106045427B (en) * | 2016-05-30 | 2017-12-22 | 河南万里路桥集团股份有限公司 | A kind of highway repairing grout material and preparation method thereof |
| CN106336184A (en) * | 2016-08-19 | 2017-01-18 | 浙江三力建筑材料有限公司 | Power quick paste material for outdoor face bricks |
| CN106565178A (en) * | 2016-11-14 | 2017-04-19 | 绍兴职业技术学院 | Polymer mortar for rail transit and preparation method |
| CN107500690A (en) * | 2017-09-15 | 2017-12-22 | 广西交通科学研究院有限公司 | The quick concrete that is open to traffic of cement concrete pavement pit reparation |
| CN108793905A (en) * | 2018-07-24 | 2018-11-13 | 北京市燕通建筑构件有限公司 | A kind of mending mortar and preparation method thereof and the application in precast concrete repairing |
| CN108793905B (en) * | 2018-07-24 | 2021-02-12 | 北京市燕通建筑构件有限公司 | Repair mortar, preparation method thereof and application thereof in precast concrete member repair |
| CN109626890A (en) * | 2019-01-24 | 2019-04-16 | 深圳市红威达建材有限公司 | High polymer rapid structural repairing material, preparation and construction method |
| CN111302745A (en) * | 2020-04-03 | 2020-06-19 | 杭州修路人科技股份有限公司 | Rapid repairing material in low-temperature environment and application method thereof |
| CN111302745B (en) * | 2020-04-03 | 2022-04-01 | 杭州修路人科技股份有限公司 | Rapid repairing material in low-temperature environment and application method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102503322A (en) | Preparation method for material capable of being used for rapid rush-repair of roads | |
| US9802865B1 (en) | Nano-modified alkali-activated cementitious materials for rapid repair | |
| CN103265254B (en) | Cement-based composite material used for engineering emergency maintenance, and preparation method and use method thereof | |
| CN101857416B (en) | Polymer emulsion modified rapid repair mortar and preparation method thereof | |
| CN103274652B (en) | Reactive powder concrete for reinforcing buildings as well as preparation method and construction method thereof | |
| CN104628322B (en) | A kind of semi-flexible Rut resistance ground surface material and preparation method thereof | |
| CN102826813B (en) | Low-temperature quick repair mortar for pavement and preparation method for low-temperature quick repair mortar | |
| CN100526252C (en) | Rubber powder modified concrete asphalt mortar | |
| CN101786838A (en) | Early strength grouting material | |
| CN101913827A (en) | Waterproof and anti-corrosion repair mortar for polymer cement-based concrete structure | |
| CN105236891A (en) | Flexible concrete for seam sealing | |
| CN110423073A (en) | Wet joint concrete dry blend and preparation method are shunk in a kind of compensation of super hardening | |
| CN101445342B (en) | Concrete material for reinforcing high-performance structure project, preparation method and use thereof | |
| CN106587821A (en) | Cold-regeneration quick repairing material and preparation method thereof | |
| CN102320793A (en) | Quick-hardening self-compacting anti-cracking high-performance grouting material | |
| CN109824330A (en) | A kind of high-performance middle-and-low strength concrete | |
| CN106220105A (en) | A kind of concrete is quickly repaired with polymer cement mortar and preparation method thereof | |
| CN111517732A (en) | Sleeve grouting material composition for connecting iron tailing sand steel bars and preparation and application thereof | |
| CN102180627B (en) | Reinforced concrete material with high corrosion resistance and preparation method thereof | |
| CN110467394A (en) | A kind of cement grout material and its preparation method and application | |
| US20210139375A1 (en) | Dry premixture for flexible concrete and method for its preparation and use thereof | |
| US11655188B2 (en) | Flexible concrete | |
| CN102924013A (en) | Fast-setting inorganic injecting paste material for road | |
| CN112573875A (en) | Preparation method of geopolymer concrete based on complete utilization of lime-fly ash crushed stone waste | |
| CN109704693B (en) | Sulphoaluminate cement-based self-compacting mortar and use method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120620 |