CN106630921A - Novel high-performance water-permeable concrete cementing agent and preparation method thereof - Google Patents

Novel high-performance water-permeable concrete cementing agent and preparation method thereof Download PDF

Info

Publication number
CN106630921A
CN106630921A CN201611050820.7A CN201611050820A CN106630921A CN 106630921 A CN106630921 A CN 106630921A CN 201611050820 A CN201611050820 A CN 201611050820A CN 106630921 A CN106630921 A CN 106630921A
Authority
CN
China
Prior art keywords
cementing agent
pervious concrete
novel high
performance
parts
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
Application number
CN201611050820.7A
Other languages
Chinese (zh)
Other versions
CN106630921B (en
Inventor
吴方政
陈勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hangzhou Polytron Technologies Inc
Original Assignee
Hangzhou Polytron Technologies Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hangzhou Polytron Technologies Inc filed Critical Hangzhou Polytron Technologies Inc
Priority to CN201611050820.7A priority Critical patent/CN106630921B/en
Publication of CN106630921A publication Critical patent/CN106630921A/en
Application granted granted Critical
Publication of CN106630921B publication Critical patent/CN106630921B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • C04B28/34Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing cold phosphate binders
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/142Mixtures or their components, e.g. aggregate

Abstract

The invention discloses a novel high-performance water-permeable concrete cementing agent which comprises 50-90 parts of magnesium ammonium phosphate cement, 10-50 parts of potassium magnesium phosphate cement, 2-15 parts of B2O3, 1-5 parts of fibers and 1-3 parts of pigment. Compared with a common water-permeable concrete, the water-permeable concrete prepared from the cementing agent provided by the invention has the advantages that the performance is higher and the deicer-scaling resistance and the wear-resisting property are high and excellent; after the water-permeable concrete is adopted for construction, no special maintenance is required; the traffic can be quickly opened; and the novel high-performance water-permeable concrete cementing agent can be widely applied to the fields of urban road engineering, landscape engineering, environmental engineering, and the like.

Description

A kind of novel high-performance pervious concrete cementing agent and preparation method thereof
Technical field
The invention belongs to road construction technical field, more particularly to a kind of high-performance permeable concrete cementing agent and its preparation Method, the cementing agent can be widely used for urban road engineering, Garden Engineering and environmental project etc..
Background technology
Pervious concrete (Pervious Concrete) is aggregate, cement, water, additive and the mineral matched somebody with somebody by specific level Admixture etc. has in specific proportions the celluar concrete of continuous hole made by Jing special process.The matter of current pervious concrete Amount is very different, is primarily present problems with:1. pervious concrete low strength;2. wear-resistant and frost resistance is poor;3. it is durable Property is poor, easily occur it is aging, the phenomenon such as crack and flake off;4. it is poor with the bond effect of cutting optimal.
The present invention is adopted can be with asphalt mixtures modified by epoxy resin lipid phase with high-strength, excellent frost resistance, good wearability and adhesion strength The phosphate cement for matching in excellence or beauty as cementitious matter, by proportion optimizing, it is proposed that a kind of cementing agent prescription of high-performance permeable concrete And its technology of preparing.
The content of the invention
Present invention aims to the deficiencies in the prior art, there is provided a kind of salt resistance is frozen, wear-resisting, high-strength new high property Energy pervious concrete cementing agent and preparation method thereof.
The novel high-performance pervious concrete cementing agent of the present invention, including ammonium magnesium phosphate cement, potassium magnesium phosphate cement, B2O3、 Fiber and pigment, the mass fraction of each component is:
In above-mentioned technical proposal, described ammonium magnesium phosphate cement is made up of magnesia and ammonium phosphate salt.Described potassium phosphate Magnesium cement is made up of magnesia and potassium phosphate.Described B2O3Introduced with boric acid or boratory form.Described fiber is poly- Tacryl.Described pigment is the inorganic pigment such as natural minerals or metal oxide.
The method for preparing above-mentioned novel high-performance pervious concrete cementing agent is as follows:50~90 parts of ammonium phosphate are taken by quality Magnesium cement, 10~50 parts of potassium magnesium phosphate cement, containing 2~15 parts of B2O3Boric acid or borate, 1~5 part of fiber and 1~3 part of face Material, after mixing 10~30 minutes in batch mixer, makes finished product.
The application of novel high-performance pervious concrete cementing agent, it is characterised in that by cementing agent and stone dry mixing it is uniform after, Once add water stirring 2~3 minutes, and water consumption is 0.10~0.15 with cementing agent mass ratio, obtains pervious concrete, pours front base Layer be not required to watering wetting, after pouring, be not required to sprinkle water moisturizing, heating maintenance, can in 1~5h open to traffic.
The method and its construction technology for preparing high-performance permeable concrete using the cementing agent of the present invention is as follows:
1. by cementing agent and the stone dry mixing of the present invention it is uniform after, the stirring that once adds water 2~3 minutes can acquisition high-performance Pervious concrete, its water-cement ratio (water consumption and cementing agent mass ratio) preferred value is 0.10~0.15, is preferably stirred using forced action type Machine is stirred;
2. before pouring, basic unit be not required to watering wetting, by base cleaning it is clean after, the pervious concrete being stirred directly is spread It is flat;
3. gently shaken the pervious concrete compound after paving with plate vibrator, should not strongly be vibrated or be tamped;
4. after vibrating, further should be flattened using solid steel tube or the compacting of light-duty road roller;
5. construct after the completion of, be not required to special curing, can in 1~5h open to traffic.
The high-performance permeable concrete prepared using the cementing agent of the present invention has advantages below and using effect:
1. intensity is high, can quick open to traffic;
2. it is high with the adhesion strength of base material;
3. very excellent frost resistance and deicer-scaling resistance performance;
4. good resistance to stress fatigue capability;
5. volume stability is good, drying shrinkage very little, good endurance.
Specific embodiment
Embodiment 1
Embodiment 2
Embodiment 3
As known from Table 1, compared with common pervious concrete material, the pervious concrete prepared using cementing agent of the present invention Combination property is significantly superior, not only possesses higher intensity, and with good permeable effect, while wearability and frost resistance It is also significantly better than common pervious concrete.
The performance of pervious concrete of the present invention is can obviously improve by optimizing material mixture ratio, by reduction water-cement ratio, suitably Improving fibers content and rationally reduce stone consumption can improve pervious concrete intensity of the present invention, while concrete frost resistance and resistance to Mill property is also accordingly improved;By increasing B2O3Consumption, the operable time of pervious concrete of the present invention can be improved;By adjusting The ratio of ammonium magnesium phosphate cement and potassium magnesium phosphate cement, it is ensured that the excellent frost resistance of pervious concrete, while also having good Resistance to water;Therefore, it can the design requirement and field condition according to pervious concrete, the permeable coagulation for selecting cost performance optimum Native match ratio.
The different ratio pervious concrete Performance comparision of table 1
Note:1. control sample is common pervious concrete, adopts Portland cement for cementitious matter;
2. frost resistance is compression strength loss rate after 25 Frozen-thawed cycleds;
3. the intensity data of control sample be 28 days anti-folding (pressure) intensity, the intensity number of embodiment 1, embodiment 2 and embodiment 3 According to for 7 days anti-folding (pressure) intensity.

Claims (7)

1. a kind of novel high-performance pervious concrete cementing agent, it is characterised in that including ammonium magnesium phosphate cement, potassium magnesium phosphate water Mud, B2O3, fiber and pigment, the mass fraction of each component is:
2. novel high-performance pervious concrete cementing agent according to claim 1, it is characterised in that described ammonium magnesium phosphate Cement is made up of magnesia and ammonium phosphate salt.
3. novel high-performance pervious concrete cementing agent according to claim 1, it is characterised in that described potassium magnesium phosphate Cement is made up of magnesia and potassium phosphate.
4. novel high-performance pervious concrete cementing agent according to claim 1, it is characterised in that described B2O3With boron Sour or boratory form is introduced.
5. novel high-performance pervious concrete cementing agent according to claim 1, it is characterised in that described fiber is poly- Tacryl.
6. the method for preparing the novel high-performance pervious concrete cementing agent as described in any one of claim 1-5, its feature exists In taking 50~90 parts of ammonium magnesium phosphate cement, 10~50 parts of potassium magnesium phosphate cement by quality, containing 2~15 parts of B2O3Boric acid or boric acid Salt, 1~5 part of fiber and 1~3 part of pigment, after mixing 10~30 minutes in batch mixer, make finished product.
7. the application of the novel high-performance pervious concrete cementing agent as described in claim 1 or 6, it is characterised in that will be cementing After agent is uniform with stone dry mixing, once add water stirring 2~3 minutes, and water consumption is 0.10~0.15 with cementing agent mass ratio, is obtained Pervious concrete, pours front basic unit and is not required to watering wetting, after pouring, is not required to sprinkle water moisturizing and heating maintenance, can open in 1~5h Put traffic.
CN201611050820.7A 2016-11-24 2016-11-24 High-performance pervious concrete cementing agent and preparation method thereof Active CN106630921B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611050820.7A CN106630921B (en) 2016-11-24 2016-11-24 High-performance pervious concrete cementing agent and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611050820.7A CN106630921B (en) 2016-11-24 2016-11-24 High-performance pervious concrete cementing agent and preparation method thereof

Publications (2)

Publication Number Publication Date
CN106630921A true CN106630921A (en) 2017-05-10
CN106630921B CN106630921B (en) 2020-04-24

Family

ID=58811991

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611050820.7A Active CN106630921B (en) 2016-11-24 2016-11-24 High-performance pervious concrete cementing agent and preparation method thereof

Country Status (1)

Country Link
CN (1) CN106630921B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107162562A (en) * 2017-06-22 2017-09-15 同济大学 A kind of subway tunnel concrete rapid restoring material and its preparation method and application

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105601248A (en) * 2015-12-24 2016-05-25 杭州修路人科技有限公司 Material for assembled simply supported hollow plate bridge hinge joint and application method of material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105601248A (en) * 2015-12-24 2016-05-25 杭州修路人科技有限公司 Material for assembled simply supported hollow plate bridge hinge joint and application method of material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107162562A (en) * 2017-06-22 2017-09-15 同济大学 A kind of subway tunnel concrete rapid restoring material and its preparation method and application

Also Published As

Publication number Publication date
CN106630921B (en) 2020-04-24

Similar Documents

Publication Publication Date Title
Aghaeipour et al. Effect of ground granulated blast furnace slag (GGBFS) on RCCP durability
CN105801050A (en) Dual-layered iron tailing sand-based water permeable brick and preparation method thereof
CN108558303A (en) A kind of regeneration concrete bulk and its production method
CN105130347B (en) A kind of preparation method of high workability energy regeneration concrete
CN107572981A (en) A kind of concrete repair self-compacting concrete and preparation method thereof
CN106431099A (en) Water-permeable and air-permeable type ecological concrete and preparation method therefor
CN104628344A (en) Low-autogenous shrinkage and high-performance recycled concrete
CN110204281A (en) A kind of assorted fibre modified rubber concrete and preparation method thereof
CN105819760B (en) A kind of ground polymers terrace base material
CN110078438A (en) A kind of polypropylene fiber concrete and preparation method thereof
CN111848009A (en) High-strength high-permeability full-aggregate steel slag water permeable brick and preparation method thereof
CN106431145A (en) Cement-stabilized-macadam mixture design method
CN106277979A (en) A kind of high-intensity inorganic quartzite slate and preparation thereof and application
CN110696184B (en) High-strength water-permeable cement concrete production preparation method
CN108101432A (en) A kind of structure gradient type cement base permeable pavement brick and preparation method thereof
CN109265110A (en) A kind of highway engineering high-performance machine-made sand concrete preparation method
CN107777955A (en) A kind of clear-water concrete
CN103359991A (en) Manufacturing method of construction waste moisturizing brick with sandwich structure
CN108147727A (en) A kind of high strength asphalt concrete pavement construction method
CN106630921A (en) Novel high-performance water-permeable concrete cementing agent and preparation method thereof
CN113501702A (en) Full-solid waste kerbstone and preparation method and application thereof
CN112779016A (en) High-strength soil-fixing rock powdery material, preparation method and application
CN103242013A (en) Low-quality-flyash concrete pavement material and construction method thereof
CN106517859A (en) Concrete anti-segregation method
CN107778021A (en) A kind of pervious concrete

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant