CN103482915A - Formula and manufacturing method of corrosion resistant concrete tubular pile - Google Patents
Formula and manufacturing method of corrosion resistant concrete tubular pile Download PDFInfo
- Publication number
- CN103482915A CN103482915A CN201310403783.3A CN201310403783A CN103482915A CN 103482915 A CN103482915 A CN 103482915A CN 201310403783 A CN201310403783 A CN 201310403783A CN 103482915 A CN103482915 A CN 103482915A
- Authority
- CN
- China
- Prior art keywords
- formula
- tubular pile
- concrete tubular
- corrosion resistant
- cosmoline
- 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
Abstract
The invention relates to a formula and a manufacturing method of a corrosion resistant concrete tubular pile. The formula comprises the following components in percentage by mass: 8% to 12% of alkali silicate, 30% to 35% of sand, 25% to 30% of stone, 10% to 15% of cement, 8% to 12% of coal ash, 2% to 4% of corrosion resistant oil and 8% to 10% of water. The concrete tubular pile manufactured according to the formula and the manufacturing method has the advantages that the material collocation is reasonable, the concrete tubular pile is convenient to manufacture, the cost is low and the like; the corrosion resistance of the concrete tubular pipe can be enhanced, the service life of the tubular pile is prolonged, the quality of the tubular pile is guaranteed, and consequently, the safety of life and property of the people are guaranteed.
Description
Technical field
The present invention relates to pile tube manufacturing technology field, specifically formula of a kind of corrosion resistant concrete tubular pile and preparation method thereof.
Background technology
As everyone knows, it is comparatively general that pile tube is applied in daily life, and as the ground in bridge pier, house, the building base in building etc., the effect that pile tube plays is also that other object is irreplaceable.In the actual use procedure of pile tube, because pile tube is often buried in underground, moist environment can make surface and the inner corrosion of pile tube, once excessive corrosion, will have a strong impact on structural strength and the work-ing life of pile tube, even can cause caving in of building, bridge etc., cause serious accident, to people's lives and properties formation threat greatly.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of material adapted rational, convenient that manufacture, with low cost, formula that can strengthen the concrete tubular pile erosion resistance and extend pile tube working life and preparation method thereof, i.e. formula of a kind of corrosion resistant concrete tubular pile and preparation method thereof.
Technical problem to be solved by this invention realizes by the following technical solutions:
A kind of formula of corrosion resistant concrete tubular pile, this formula comprises that silicate base, sand, stone, cement, flyash, cosmoline and water form, the shared mass percent of each component is as follows:
To be tung oil and eleostearic acid copper be mixed according to the ratio of 1:3 described cosmoline.
The performance of related component and effect are as follows:
Silicate base: can strengthen the erosion resistance of concrete material, the degree of packing after the increase material mixing, contribute to exhausted air, effectively protected the framework of concrete tubular pile not oxidized.
Flyash: adopt flyash to realize the recycling of refuse, reduced the cost of manufacturing, saved energy consumption, in concrete, adding coal ash has been saved a large amount of cement and fine aggregate; Reduced water consumption; Improved the workability of mixing concrete thing; Strengthen concrete pumpability; Reduced concrete creeping; Reduce hydration heat, heat energy swelling property; Improve concrete impervious ability; Increase concrete modified.。
Cosmoline: be oily under normal temperature.Matter is sticky.Anacidity, alkalescence.Water insoluble, be slightly soluble in ethanol, be dissolved in benzene.Can effectively realize the isolation of concrete tubular pile and external environment, thereby the corrosion of having avoided moist environment to cause concrete tubular pile has improved the corrosion-resistant degree of pile tube, has extended the work-ing life of pile tube.
A kind of preparation method of corrosion resistant concrete tubular pile formula, this preparation method comprises the following steps:
1) the preliminary stirring, after sand, stone, cement are weighed according to certain ratio, throw in stirrer and stirred, and gets a certain amount of water, when stirring, in stirrer, adds water;
2) measure a certain amount of water and put into container, water temperature is controlled at 30 ℃ of left and right, and silicate base is thrown in container, stirs until dissolve fully;
3) by step 2) in liquid pour in the stirrer in step 1), stir after 30～40 minutes and stop stirring;
4) prepare cosmoline;
5) cosmoline is poured in container, added flyash, after stirring, throw in the stirrer in step 3), continue to stir about 30 minutes.
The invention has the beneficial effects as follows: the present invention have material adapted rationally, the convenient manufacture and the advantage such as with low cost, can strengthen the working life of concrete tubular pile erosion resistance and prolongation pile tube, guaranteed the quality of pile tube, for people's security of the lives and property provides guarantee.
Embodiment
For technique means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, below the present invention is further set forth.
Embodiment mono-:
A kind of formula of corrosion resistant concrete tubular pile, this formula comprises that silicate base, sand, stone, cement, flyash, cosmoline and water form, the shared mass percent of each component is as follows:
To be tung oil and eleostearic acid copper be mixed according to the ratio of 1:3 described cosmoline.
A kind of preparation method of corrosion resistant concrete tubular pile formula, this preparation method comprises the following steps:
1) the preliminary stirring, after sand, stone, cement are weighed according to certain ratio, throw in stirrer and stirred, and gets a certain amount of water, when stirring, in stirrer, adds water;
2) measure a certain amount of water and put into container, water temperature is controlled at 30 ℃ of left and right, and silicate base is thrown in container, stirs until dissolve fully;
3) by step 2) in liquid pour in the stirrer in step 1), stir after 30～40 minutes and stop stirring;
4) prepare cosmoline;
5) cosmoline is poured in container, added flyash, after stirring, throw in the stirrer in step 3), continue to stir about 30 minutes.
Embodiment bis-:
A kind of formula of corrosion resistant concrete tubular pile, this formula comprises that silicate base, sand, stone, cement, flyash, cosmoline and water form, the shared mass percent of each component is as follows:
To be tung oil and eleostearic acid copper be mixed according to the ratio of 1:3 described cosmoline.
A kind of preparation method of corrosion resistant concrete tubular pile formula, this preparation method comprises the following steps:
1) the preliminary stirring, after sand, stone, cement are weighed according to certain ratio, throw in stirrer and stirred, and gets a certain amount of water, when stirring, in stirrer, adds water;
2) measure a certain amount of water and put into container, water temperature is controlled at 30 ℃ of left and right, and silicate base is thrown in container, stirs until dissolve fully;
3) by step 2) in liquid pour in the stirrer in step 1), stir after 30～40 minutes and stop stirring;
4) prepare cosmoline;
5) cosmoline is poured in container, added flyash, after stirring, throw in the stirrer in step 3), continue to stir about 30 minutes.
Embodiment tri-:
A kind of formula of corrosion resistant concrete tubular pile, this formula comprises that silicate base, sand, stone, cement, flyash, cosmoline and water form, the shared mass percent of each component is as follows:
To be tung oil and eleostearic acid copper be mixed according to the ratio of 1:3 described cosmoline.
A kind of preparation method of corrosion resistant concrete tubular pile formula, this preparation method comprises the following steps:
1) the preliminary stirring, after sand, stone, cement are weighed according to certain ratio, throw in stirrer and stirred, and gets a certain amount of water, when stirring, in stirrer, adds water;
2) measure a certain amount of water and put into container, water temperature is controlled at 30 ℃ of left and right, and silicate base is thrown in container, stirs until dissolve fully;
3) by step 2) in liquid pour in the stirrer in step 1), stir after 30～40 minutes and stop stirring;
4) prepare cosmoline;
5) cosmoline is poured in container, added flyash, after stirring, throw in the stirrer in step 3), continue to stir about 30 minutes.
Above demonstration and described ultimate principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; what in above-described embodiment and specification sheets, describe is principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.
Claims (3)
1. the formula of a corrosion resistant concrete tubular pile is characterized in that: this formula comprises that silicate base, sand, stone, cement, flyash, cosmoline and water form, and the shared mass percent of each component is as follows:
2. the formula of a kind of corrosion resistant concrete tubular pile according to claim 1 is characterized in that: to be tung oil and eleostearic acid copper be mixed according to the ratio of 1:3 described cosmoline.
3. the preparation method of a corrosion resistant concrete tubular pile formula, it is characterized in that: this preparation method comprises the following steps:
1) after sand, stone, cement are weighed according to certain ratio, throw in stirrer and stirred, get a certain amount of water, when stirring, in stirrer, add water;
2) measure a certain amount of water and put into container, water temperature is controlled at 30 ℃ of left and right, and silicate base is thrown in container, stirs until dissolve fully;
3) by step 2) in liquid pour in the stirrer in step 1), stir after 30～40 minutes and stop stirring;
4) prepare cosmoline;
5) cosmoline is poured in container, added flyash, after stirring, throw in the stirrer in step 3), continue to stir about 30 minutes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310403783.3A CN103482915A (en) | 2013-09-07 | 2013-09-07 | Formula and manufacturing method of corrosion resistant concrete tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310403783.3A CN103482915A (en) | 2013-09-07 | 2013-09-07 | Formula and manufacturing method of corrosion resistant concrete tubular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103482915A true CN103482915A (en) | 2014-01-01 |
Family
ID=49823579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310403783.3A Pending CN103482915A (en) | 2013-09-07 | 2013-09-07 | Formula and manufacturing method of corrosion resistant concrete tubular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103482915A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016606A (en) * | 2014-06-03 | 2014-09-03 | 青岛理工大学 | A concrete anticorrosion agent |
| CN105952174A (en) * | 2016-05-04 | 2016-09-21 | 卢武策 | Concrete roofing and ground anti-seepage leak-proof agent and anti-seepage leak-proof method |
| CN108275943A (en) * | 2018-02-02 | 2018-07-13 | 威海南海碳材料有限公司 | A kind of salt-soda soil high-strength corrosion-resisting pile pile and preparation method thereof |
| CN113024172A (en) * | 2021-03-31 | 2021-06-25 | 江苏中建工程设计研究院有限公司 | Preparation method of high-strength corrosion-resistant concrete pipe pile |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102276185A (en) * | 2011-06-28 | 2011-12-14 | 上海三瑞高分子材料有限公司 | Early strength type water reducing agent for precast concrete |
| CN103145390A (en) * | 2013-02-22 | 2013-06-12 | 江苏博特新材料有限公司 | Concrete mixture for PHC (Prestressed High-strength Concrete) pipe pile and PHC pipe pile prepared therefrom |
-
2013
- 2013-09-07 CN CN201310403783.3A patent/CN103482915A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102276185A (en) * | 2011-06-28 | 2011-12-14 | 上海三瑞高分子材料有限公司 | Early strength type water reducing agent for precast concrete |
| CN103145390A (en) * | 2013-02-22 | 2013-06-12 | 江苏博特新材料有限公司 | Concrete mixture for PHC (Prestressed High-strength Concrete) pipe pile and PHC pipe pile prepared therefrom |
Non-Patent Citations (1)
| Title |
|---|
| 梁俊: ""在沿海地区使用PHC管桩的抗腐蚀性探讨"", 《混凝土与水泥制品》, no. 1981, 31 October 2012 (2012-10-31), pages 108 - 110 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016606A (en) * | 2014-06-03 | 2014-09-03 | 青岛理工大学 | A concrete anticorrosion agent |
| CN104016606B (en) * | 2014-06-03 | 2016-06-08 | 青岛理工大学 | A kind of concrete antiseptic agent |
| CN105952174A (en) * | 2016-05-04 | 2016-09-21 | 卢武策 | Concrete roofing and ground anti-seepage leak-proof agent and anti-seepage leak-proof method |
| CN108275943A (en) * | 2018-02-02 | 2018-07-13 | 威海南海碳材料有限公司 | A kind of salt-soda soil high-strength corrosion-resisting pile pile and preparation method thereof |
| CN113024172A (en) * | 2021-03-31 | 2021-06-25 | 江苏中建工程设计研究院有限公司 | Preparation method of high-strength corrosion-resistant concrete pipe pile |
| CN113024172B (en) * | 2021-03-31 | 2021-11-09 | 江苏中建工程设计研究院有限公司 | Preparation method of high-strength corrosion-resistant concrete pipe pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104003681B (en) | A kind of offshore wind farm jacket injection material and constructional method thereof | |
| CN105948653B (en) | A kind of regeneration wet mixing mortar and preparation method thereof | |
| CN102503318B (en) | High bending strength cement-based grouting material | |
| CN106673569B (en) | A kind of high organic content dredging silt composite curing material | |
| CN104150840B (en) | C60 full-manufactured sand super high-rise pump concrete | |
| CN103979901B (en) | A kind of cement based shrinking-free grouting material and using method being mixed with phosphorus slag powder | |
| CN103253921B (en) | Cement concrete preventing corrosion of chlorine salt and preparation method thereof | |
| CN103396029B (en) | Mineral based concrete densifying agent and its preparation method | |
| CN104261749A (en) | Cement based material with strong expanding performance and applications thereof | |
| CN103011659A (en) | Super retarding high-performance water reducer | |
| CN103193414B (en) | Post-tensioning prestressed concrete beam pore high-strength grouting agent | |
| CN103030349A (en) | Sulfate corrosion-resistant concrete and production method thereof | |
| CN101698590A (en) | Repairing material for concrete and preparation method thereof | |
| CN103482915A (en) | Formula and manufacturing method of corrosion resistant concrete tubular pile | |
| CN108069665A (en) | A kind of graphene concrete and its preparation process | |
| CN107337406A (en) | Low temperature resistant waterproofing and leakage-stopping mortar of a kind of cold-resistant and preparation method thereof | |
| CN105731919B (en) | A kind of superelevation concrete adulterated with fly ash | |
| CN101445342B (en) | Concrete material for reinforcing high-performance structure project, preparation method and use thereof | |
| CN104129969A (en) | Geopolymer-based carbon fiber sheet binder | |
| CN103342522A (en) | Cracking resisting concrete | |
| CN105733382A (en) | Micro-nano reinforcing steel bar anti-rusting agent for autoclaved aerated concrete slab and preparation method of micro-nano reinforcing steel bar anti-rusting agent | |
| CN107759146A (en) | It is a kind of to utilize concrete brick of waste rubber powder and preparation method thereof | |
| CN102161582B (en) | Early strength type low-strength self-filling cement mortar and preparation method thereof | |
| CN104446047A (en) | Two-dimensional nanomaterial reinforced high-mixing-content fly ash cement and preparation method thereof | |
| CN106064905A (en) | Super anti-dispersion, anti-segregating concrete and construction 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 | ||
| C05 | Deemed withdrawal (patent law before 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140101 |