CN1559970A - Cement-base material for repairing crack of bridge - Google Patents
Cement-base material for repairing crack of bridge Download PDFInfo
- Publication number
- CN1559970A CN1559970A CNA2004100167364A CN200410016736A CN1559970A CN 1559970 A CN1559970 A CN 1559970A CN A2004100167364 A CNA2004100167364 A CN A2004100167364A CN 200410016736 A CN200410016736 A CN 200410016736A CN 1559970 A CN1559970 A CN 1559970A
- Authority
- CN
- China
- Prior art keywords
- cement
- water
- bridge
- concrete
- patching material
- 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.)
- Granted
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to a cement-based materialfor repairing crack of bridge, composed of Portland cement series, high alumina cement, fibrin, polyvinyl acetate latex powder, water reducer, sulphoaluminate sweller, polypropylene fibre and quartz sand. It can very efficiently repair the cracks of bridge-surface concrete caused by various reasons, thus improving wearability, flexibility, shock resistance, anti-permeability, resistance to corrosiveness of chemical substances, and carbonizing resistance of the concrete by a large margin, and prolonging the service life of the bridge-surface concrete. It is applied to repair the cracks of concrete bridge surfaces, concrete road surfaces, and other engineering.
Description
Technical field
The invention belongs to building material technical field, be specifically related to a kind of cement based deck crack patching material.
Background technology
Bridge floor belongs to the large-scale sheet concrete structure, behind the bridge deck concrete casting and constructing, if do not note maintenance, very easily produces the plastic cracking phenomenon, also can cause cracking because of a variety of causes in the use.A certain proportion of reinforcing bar is mostly prepared in concrete bridge deck inside, and fissured existence will make the very fast corrosion of inner reinforcing bar, produces to expand, and causes the crack to further expand.In addition, because fissured existence, not only rainwater, water of condensation infiltrate easily, and more fearful be, extraneous corrosive medium all can cause producing chemical erosion along with liquid, vapour infiltrate bridge deck concrete inside as acid, alkali, salt, bridge deck concrete intensity and bearing capacity reduce, the volume stability variation.Sometimes after the bridge deck concrete of water-filling is subjected to freeze-thaw cycle destruction, can cause that the crack further enlarges, even the structural entity spalling.These consequences are very large to the influence in concrete bridge deck bearing capacity and life-span.Yet the past does not have the special-purpose patching material of concrete bridge deck, reaches to a certain degree when bridge deck concrete destroys, and in the time of can not continuing to be on active service, often will stop traffic, and whole decking are changed, and it is current that this has not only seriously limited traffic, and economic cost is very high.
At present, the bridge construction in the Shanghai and even the whole nation is just welcoming the situation of growth at full speed, and the badly damaged and reparation problem of old bridge floor is just put in face of people.Therefore, develop can Efficient software patching deck crack, and cohesiveness, all very good special-purpose patching material of deck crack of wear resistance to improving the bridge floor use properties and prolonging the bridge floor life-span, seem particularly necessary.
Summary of the invention
The object of the present invention is to provide a kind of cement based deck crack patching material that can effectively repair to the bridge deck concrete crack.
A kind of cement based deck crack patching material that the present invention proposes, be made up of silicate series cement, high-alumina cement, Mierocrystalline cellulose, polyvinyl acetate (PVA) latex powder, water reducer, aluminium sulfate expanding agent, polypropylene fibre, quartz sand, the weight ratio of each component is:
Silicate series cement 100
High-alumina cement 2-45
Mierocrystalline cellulose 0.02-0.5
Polyvinyl acetate (PVA) latex powder 0.5-7
Water reducer 0.2-3
Aluminium sulfate expanding agent 1-12
Polypropylene fibre 0.5-5
0-2mm quartz sand 30-190
The preferable weight ratio of each component is:
Silicic acid series cement 100
High-alumina cement 5-35
Mierocrystalline cellulose 0.1-0.3
Polyvinyl acetate (PVA) latex powder 1-6
Water reducer 0.3-2
Aluminium sulfate expanding agent 2-9
Polypropylene fibre 0.5-2
0-2mm quartz sand 50-170
Among the present invention, silicate series cement is a kind of in silicate cement, ordinary Portland cement, slag cement, trass cement, pulverized fuel ash cement and the complex cement.
Among the present invention, water reducer is the naphthalene sulfonic acidformaldehyde condensation product high efficiency water reducing agent, sulfamate high-effective water-reducing agent, melamine high-efficiency water-reducing agent, polycarboxylate high-efficiency water reducing agent a kind of.
Preparation method of the present invention is: by aforementioned each part by weight weighing each component, eight kinds of raw materials are mixed by physical mechanical, stir, promptly obtain this product.
Hydration reaction behind the blunge, takes place as inorganic coagulation material in mesosilicic acid salt series cement of the present invention, produces hydrated product, and the sclerosis back produces intensity, and can bond with bridge deck concrete and sides of fracture, forms whole.Behind the high-alumina cement blunge, can very fast generation hydration reaction, and impel in the patching material short period of time setting and harden and set up intensity.Mierocrystalline cellulose is as the water-keeping thickening component, its role is to can be in cement slurry swelling, produce the bridging effect, and cement granules and quartz sand, polypropylene fibre linked together by the molecular adsorption effect, avoid particles settling; When slurry flows, guarantee that slurry becomes integral body, do not produce excreting water phenomenon; Cellulosic effect is also to prevent in the slurry that moisture is absorbed or excessive vaporization by sides of fracture and bridge deck concrete basic unit, thereby plays good in the maintenance effect.The polyvinyl acetate (PVA) latex powder becomes emulsion after meeting water, can not only increase the stability of slurry, and in the slurry process of setting, the dry gradually dehydration of emulsion, the Vinyl Acetate Copolymer ester molecule interconnects, and forms one deck macromolecule membranous layer, strengthens the toughness and the shock resistance of hardened paste.Water reducer has dissemination to cement slurry, can strengthen the flowability of slurry, makes slurry more successfully infiltrate micro-cracks, reaches effective crack and repairs purpose.Aluminium sulfate expanding agent participates in the aquation of cement, produces expanded product, and the formation of expanded product and the volumetric shrinkage that expands and can compensative material produce make material volume stable.Polypropylene fibre is dispersed in patching material inside, increases substantially the folding strength of patching material, improves toughness, shock resistance and wear resistance.The effect of quartz sand is that tightly packed back provides rigid backbone for patching material, and cement slurry is filled in this rigid backbone, and its adhesive-hardening is become a high-strength integral body.
The present invention is a grey dry powder particulate matter, and during use, suitable amount of water is the 12%-45% of dry powder granulated material weight, and concrete amount of water is determined by test according to making patching material reach required flowability.
The present invention is to the effect of inside concrete reinforcing bar non-corroding, and repair in the crack that is widely used in concrete bridge deck.
The present invention uses as the concrete bridge deck crack patching material, can effectively infiltrate distress in concrete inside, and mending concrete bridge floor, have excellent flowability and water-retentivity, setting and harden speed is fast, and the bonding strength height of product sclerosis back and crackle two walls and bridge deck concrete basic unit has compensate for shrinkage, toughness, shock resistance and wear resistance preferably, high temperature resistant strong with the freeze-thawing resistant circulation ability, excellent in te pins of durability.The present invention is easy to use, water-retentivity, mobile splendid, and setting and harden and strength development speed are fast, and is high temperature resistant, the freeze-thawing resistant cyclicity is all fine with crack and bridge deck concrete cohesive strength height, and have certain micro-expansibility, shock resistance, excellent in abrasion resistance.
Embodiment
Embodiment 1, cement based deck crack patching material is pressed ordinary Portland cement 39.14%, high-alumina cement 5.87%, Mierocrystalline cellulose 0.08%, polyvinyl acetate (PVA) latex powder 1.18%, naphthalene sulfonic acidformaldehyde condensation product high efficiency water reducing agent 0.27%, aluminium sulfate expanding agent 2.35%, polypropylene fibre 0.23%, (0-2mm) 50.88% is formulated for quartz sand.After water that adding accounts for dry powder grain material weight 16% stirs, the product degree of mobilization can reach 200mm, presetting period 40min, final setting time 65min, sclerosis back 28d ultimate compression strength reaches 41MPa, folding strength reaches 8.8MPa, and bonding tensile strength reaches 4.1MPa, and the ultimate compression strength reduced rate is 0% behind 7 freeze-thaw cycle.
Embodiment 2, cement based deck crack patching material is pressed slag cement 42.66%, high-alumina cement 8.53%, Mierocrystalline cellulose 0.13%, polyvinyl acetate (PVA) latex powder 2.13%, sulfamate high-effective water-reducing agent 0.34%, aluminium sulfate expanding agent 3.00%, polypropylene fibre 0.55%, (0-2mm) 42.66% is formulated for quartz sand.After water that adding accounts for dry powder grain material weight 15% stirs, the product degree of mobilization can reach 250mm, presetting period 25min, final setting time 38min, sclerosis back 28d ultimate compression strength reaches 40MPa, folding strength reaches 10.1MPa, and bonding tensile strength reaches 4.9MPa, and the ultimate compression strength reduced rate is 0% behind 50 freeze-thaw cycle.
Embodiment 3, cement based deck crack patching material is pressed complex cement 31.66%, high-alumina cement 11.08%, Mierocrystalline cellulose 0.0158%, polyvinyl acetate (PVA) latex powder 1.9%, naphthalene sulfonic acidformaldehyde condensation product high efficiency water reducing agent 0.7912%, aluminium sulfate expanding agent 3.17%, polypropylene fibre 1.42%, (0-2mm) 49.963% is formulated for quartz sand.After water that adding accounts for dry powder grain material weight 36% stirs, the product degree of mobilization can reach 180mm, presetting period 36min, final setting time 65min, sclerosis back 28d ultimate compression strength reaches 38MPa, folding strength reaches 8.2MPa, and bonding tensile strength reaches 3.9MPa, and the ultimate compression strength reduced rate is 0% behind 7 freeze-thaw cycle.
Claims (5)
1, a kind of cement based deck crack patching material is characterized in that by silicate series cement, high-alumina cement, and Mierocrystalline cellulose, the polyvinyl acetate (PVA) latex powder, water reducer, aluminium sulfate expanding agent, polypropylene fibre, quartz sand is formed, and the weight ratio of each component is:
Silicate series cement 100
High-alumina cement 2-45
Mierocrystalline cellulose 0.02-0.5
Polyvinyl acetate (PVA) latex powder 0.5-7
Water reducer 0.2-3
Aluminium sulfate expanding agent 1-12
Polypropylene fibre 0.5-5
0-2mm quartz sand 30-190.
2, cement based deck crack patching material according to claim 1 is characterized in that the each component weight ratio is:
Silicate series cement 100
High-alumina cement 5-35
Mierocrystalline cellulose 0.1-0.3
Polyvinyl acetate (PVA) latex powder 1-6
Water reducer 0.3-2
Aluminium sulfate expanding agent 2-9
Polypropylene fibre 0.5-2
0-2mm quartz sand 50-170.
3, cement based deck crack patching material according to claim 1 is characterized in that silicate series cement is a kind of of silicate cement, ordinary Portland cement, slag cement, trass cement, pulverized fuel ash cement and complex cement.
4, cement based deck crack patching material according to claim 1 is characterized in that water reducer is the naphthalene sulfonic acidformaldehyde condensation product high efficiency water reducing agent, sulfamate high-effective water-reducing agent, melamine high-efficiency water-reducing agent, polycarboxylate high-efficiency water reducing agent a kind of.
5, a kind of using method of the deck crack of cement based according to claim 1 patching material is characterized in that adding the water of this material weight 12-45%, stirs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100167364A CN1326797C (en) | 2004-03-04 | 2004-03-04 | Cement-base material for repairing crack of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100167364A CN1326797C (en) | 2004-03-04 | 2004-03-04 | Cement-base material for repairing crack of bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1559970A true CN1559970A (en) | 2005-01-05 |
| CN1326797C CN1326797C (en) | 2007-07-18 |
Family
ID=34440621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004100167364A Expired - Fee Related CN1326797C (en) | 2004-03-04 | 2004-03-04 | Cement-base material for repairing crack of bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1326797C (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1325424C (en) * | 2005-01-11 | 2007-07-11 | 桂永全 | Rapid repairing materials for ultrathin layer on the surface of road and airfield runway |
| CN100396638C (en) * | 2006-05-24 | 2008-06-25 | 陈炎平 | Concrete additive, its preparing method and concrete made thereby |
| CN101172833B (en) * | 2007-10-25 | 2010-10-13 | 王力强 | Cement concrete surface renovating material |
| CN101913827A (en) * | 2010-08-26 | 2010-12-15 | 卢建华 | Waterproof and anti-corrosion repair mortar for polymer cement-based concrete structure |
| CN102167551A (en) * | 2011-01-26 | 2011-08-31 | 蔡海军 | Quick-dry strong organic hydraulic bonding material |
| CN102704367A (en) * | 2012-07-02 | 2012-10-03 | 河南万里路桥集团有限公司 | Road reflection crack welding material and construction process thereof |
| CN101633830B (en) * | 2008-07-25 | 2012-11-07 | 上海宝冶工程技术有限公司 | Waterproof sealing binding material and application thereof |
| CN103601441A (en) * | 2013-10-31 | 2014-02-26 | 德高（广州）建材有限公司 | Carbonization-resistant waterproof slurry |
| CN103771806A (en) * | 2014-01-21 | 2014-05-07 | 厦门力嘉诚防水工程有限公司 | Concrete crack repairing waterproof coating |
| CN104478371A (en) * | 2014-11-12 | 2015-04-01 | 湖南省建筑工程集团总公司 | Energy-saving type concrete crack repairing agent |
| CN104499395A (en) * | 2014-12-30 | 2015-04-08 | 南通福伦利新材料有限公司 | Quick repairing method of old cement concrete pavement |
| CN104591634A (en) * | 2015-01-21 | 2015-05-06 | 中铁大桥局集团第二工程有限公司 | Micro-expansion fiber reinforced concrete and preparation method thereof |
| CN104944872A (en) * | 2015-06-18 | 2015-09-30 | 关其焕 | Cement concrete pavement self-repair material and preparation method thereof |
| CN105967567A (en) * | 2016-05-11 | 2016-09-28 | 北京中德新亚建筑技术有限公司 | High-polymer quick structure repairing material special for bridge expansion joint and preparation method thereof |
| CN106542777A (en) * | 2015-09-21 | 2017-03-29 | 韩先福 | Material for road repair and its application |
| CN107265988A (en) * | 2017-08-01 | 2017-10-20 | 福州皇家地坪有限公司 | Fast-drying aqueous composite anti-penetrating boundary material |
| CN113354374A (en) * | 2021-07-09 | 2021-09-07 | 成都高速公路建设开发有限公司 | High-toughness quick-setting repair mortar and preparation method thereof |
| CN115108772A (en) * | 2021-12-03 | 2022-09-27 | 林贵邻 | Preparation method of anti-cracking impermeable concrete |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101486545B (en) * | 2008-12-15 | 2012-01-11 | 江苏博特新材料有限公司 | Expansion controllable ultra high-early strength support saddle mortar material |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3854985A (en) * | 1972-06-09 | 1974-12-17 | Kowa Chem Ind Ltd | Method for applying mastic paint compositions to concrete bases |
| CN1303034C (en) * | 2003-06-05 | 2007-03-07 | 同济大学 | Quick repairing polymer cement base material and its preparing method |
-
2004
- 2004-03-04 CN CNB2004100167364A patent/CN1326797C/en not_active Expired - Fee Related
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1325424C (en) * | 2005-01-11 | 2007-07-11 | 桂永全 | Rapid repairing materials for ultrathin layer on the surface of road and airfield runway |
| CN100396638C (en) * | 2006-05-24 | 2008-06-25 | 陈炎平 | Concrete additive, its preparing method and concrete made thereby |
| CN101172833B (en) * | 2007-10-25 | 2010-10-13 | 王力强 | Cement concrete surface renovating material |
| CN101633830B (en) * | 2008-07-25 | 2012-11-07 | 上海宝冶工程技术有限公司 | Waterproof sealing binding material and application thereof |
| CN101913827A (en) * | 2010-08-26 | 2010-12-15 | 卢建华 | Waterproof and anti-corrosion repair mortar for polymer cement-based concrete structure |
| CN102167551A (en) * | 2011-01-26 | 2011-08-31 | 蔡海军 | Quick-dry strong organic hydraulic bonding material |
| CN102704367B (en) * | 2012-07-02 | 2016-02-10 | 河南万里路桥集团有限公司 | The construction technology of reflection cracking in a pavement welding material |
| CN102704367A (en) * | 2012-07-02 | 2012-10-03 | 河南万里路桥集团有限公司 | Road reflection crack welding material and construction process thereof |
| CN103601441B (en) * | 2013-10-31 | 2015-07-15 | 派丽德高（上海）建材有限公司 | Carbonization-resistant waterproof slurry |
| CN103601441A (en) * | 2013-10-31 | 2014-02-26 | 德高（广州）建材有限公司 | Carbonization-resistant waterproof slurry |
| WO2015062333A1 (en) * | 2013-10-31 | 2015-05-07 | 德高（广州）建材有限公司 | Anti-carbonation waterproof slurry |
| CN103771806A (en) * | 2014-01-21 | 2014-05-07 | 厦门力嘉诚防水工程有限公司 | Concrete crack repairing waterproof coating |
| CN104478371A (en) * | 2014-11-12 | 2015-04-01 | 湖南省建筑工程集团总公司 | Energy-saving type concrete crack repairing agent |
| CN104499395A (en) * | 2014-12-30 | 2015-04-08 | 南通福伦利新材料有限公司 | Quick repairing method of old cement concrete pavement |
| CN104591634A (en) * | 2015-01-21 | 2015-05-06 | 中铁大桥局集团第二工程有限公司 | Micro-expansion fiber reinforced concrete and preparation method thereof |
| CN104944872A (en) * | 2015-06-18 | 2015-09-30 | 关其焕 | Cement concrete pavement self-repair material and preparation method thereof |
| CN106542777A (en) * | 2015-09-21 | 2017-03-29 | 韩先福 | Material for road repair and its application |
| CN106542777B (en) * | 2015-09-21 | 2019-05-28 | 韩先福 | Material for road repair and its application |
| CN105967567A (en) * | 2016-05-11 | 2016-09-28 | 北京中德新亚建筑技术有限公司 | High-polymer quick structure repairing material special for bridge expansion joint and preparation method thereof |
| CN107265988A (en) * | 2017-08-01 | 2017-10-20 | 福州皇家地坪有限公司 | Fast-drying aqueous composite anti-penetrating boundary material |
| CN113354374A (en) * | 2021-07-09 | 2021-09-07 | 成都高速公路建设开发有限公司 | High-toughness quick-setting repair mortar and preparation method thereof |
| CN115108772A (en) * | 2021-12-03 | 2022-09-27 | 林贵邻 | Preparation method of anti-cracking impermeable concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1326797C (en) | 2007-07-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1326797C (en) | Cement-base material for repairing crack of bridge | |
| Zhao et al. | Eco-friendly geopolymer materials: A review of performance improvement, potential application and sustainability assessment | |
| Dey et al. | State of art review on self compacting concrete using mineral admixtures | |
| CN106587862B (en) | Ultra-fine type self-compaction mending mortar solidifying fastly and preparation method thereof | |
| CN101698590B (en) | Repairing material for concrete and preparation method thereof | |
| CN1289430C (en) | Grouting material for repairing crack of concrete | |
| CN110054457A (en) | Non-evaporating feeding lightweight ultra-high performance concrete of one kind and preparation method thereof | |
| CN101913827A (en) | Waterproof and anti-corrosion repair mortar for polymer cement-based concrete structure | |
| CN108328977B (en) | Concrete repairing material | |
| CN101475356B (en) | Concrete microcrack grouting patching material based on superfine fly ash micro-bead | |
| CN108751869A (en) | A kind of permeable crystallization type self-repair concrete structure and preparation method thereof | |
| CN111153670A (en) | Cement concrete pavement rapid repairing material, mortar and preparation method | |
| CN109020468B (en) | Anti-deicing salt cement-based ditch repairing agent | |
| CN102320793A (en) | Quick-hardening self-compacting anti-cracking high-performance grouting material | |
| CN1238295C (en) | High performance cement base self leveling material | |
| Dey et al. | An experimental study on strength and durability characteristics of self‐curing self‐compacting concrete | |
| Sukontasukkul et al. | Self-compacting steel fibers reinforced geopolymer: Study on mechanical properties and durability against acid and chloride attacks | |
| CN1415573A (en) | Patching material in ultra-tast for hard road | |
| CN112777983A (en) | Concrete rapid repairing material and preparation method thereof | |
| CN111606619A (en) | Corrosion-resistant concrete for tunnel lining | |
| CN1309676C (en) | High performance no-contraction cement base grouting material and its preparing method | |
| CN1880257A (en) | Fiber material for preventing dry shrinkage and cracking of hardening cement base material and its preparation method | |
| KR102344366B1 (en) | Section repair material pumping to long-distance and increaing thickness of spray coating and method for emergency repair using threrof | |
| Reddy et al. | Acid Resistance of Ternary blended Nanosilica concrete incorporating fly Ash and Alccofine | |
| CN1536182A (en) | FIbre-reinforced calcium silicate composite sandwitched light partition strip board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070718 Termination date: 20110304 |