CN103482917A - Formula of high-strength concrete tubular pile - Google Patents
Formula of high-strength concrete tubular pile Download PDFInfo
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- CN103482917A CN103482917A CN201310404615.6A CN201310404615A CN103482917A CN 103482917 A CN103482917 A CN 103482917A CN 201310404615 A CN201310404615 A CN 201310404615A CN 103482917 A CN103482917 A CN 103482917A
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- formula
- tubular pile
- concrete tubular
- intensity
- silicon carbide
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to a formula of a high-strength concrete tubular pile. The formula comprises the following components in percentage by mass: 15-20% of slag, 25-30% of sand, 25-35% of stone, 5-8% of silicon carbide, 5-8% of gypsum, 10-12% of cement and 2-5% of water. The formula provided by the invention has the advantages of low manufacturing cost, reasonable material collocation, convenience in manufacturing and the like, and can be used for improving the strength of the concrete tubular pile; moreover, the recycling of waste is realized, the utilization rate of resources is improved, and the waste is avoided.
Description
Technical field
The present invention relates to pile tube manufacturing technology field, specifically a kind of formula of high-intensity concrete tubular pile.
Background technology
In today of rapid economic development, people are also more and more higher for the requirement of buildings, not only want the moulding uniqueness, and want the various impacts of living that can stand, as shock resistance etc., nature is higher for the requirement of the ground-concrete tubular pile of building, requires it to have higher intensity.And existing most pile tube only can meet the requirement of regular tenacity, can not meet the high strength requirement of those special occasions, only have the volume that increases pile tube, can transportation and the construction of pile tube all be made troubles like this, and increased the cost that pile tube is manufactured.
Summary of the invention
Technical problem to be solved by this invention be to provide a kind of low cost of manufacture, material adapted reasonably, the convenient manufacture, can realize utilization of waste material and improve the formula of concrete tubular pile intensity, be i.e. a kind of formula of high-intensity concrete tubular pile.
Technical problem to be solved by this invention realizes by the following technical solutions:
A kind of formula of high-intensity concrete tubular pile, this formula comprises slag, sand, stone, silicon carbide, gypsum, cement and water, the shared mass percent of each component is as follows:
The shared best in quality per-cent of described each component is as follows:
The performance of related component and effect are as follows:
Slag: slag is mountain exploitation, ore dressing and the general designation of processing the solid waste produced in smelting process.Adopt slag not only to realize utilization of waste material, and the intensity of slag after can the reinforced pipe forming pile.
Silicon carbide: silicon carbide is to be that raw material forms by the resistance furnace pyrotic smelting with quartz sand, refinery coke, wood chip.As abrasive material, can be used to do grinding tool, as emery wheel, oilstone, bistrique, grinding segment class etc.; As metallurgical reductor and high temperature material; Highly purified monocrystalline, can be used for manufacturing semi-conductor, manufacture silicon carbide fiber, can increase intensity and the hardness of concrete tubular pile.
Gypsum: gypsum can promote the rapid shaping of pile tube, and the pile tube after moulding is played to the effect of reinforcing, and the effect of promotion is arranged for the intensity that improves pile tube.
The invention has the beneficial effects as follows: the present invention has the advantages such as low cost of manufacture, the reasonable and convenient manufacture of material adapted, can improve concrete tubular pile intensity, and realize the recycling of refuse, has improved the utilization ratio of resource, has avoided waste.
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 high-intensity concrete tubular pile, this formula comprises slag, sand, stone, silicon carbide, gypsum, cement and water, the shared mass percent of each component is as follows:
Embodiment bis-:
A kind of formula of high-intensity concrete tubular pile, this formula comprises slag, sand, stone, silicon carbide, gypsum, cement and water, the shared mass percent of each component is as follows:
Embodiment tri-:
A kind of formula of high-intensity concrete tubular pile, this formula comprises slag, sand, stone, silicon carbide, gypsum, cement and water, the shared mass percent of each component is as follows:
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 (2)
1. the formula of a high-intensity concrete tubular pile, it is characterized in that: this formula comprises slag, sand, stone, silicon carbide, gypsum, cement and water, the shared mass percent of each component is as follows:
2. the formula of a kind of high-intensity concrete tubular pile according to claim 1 is characterized in that: the shared best in quality per-cent of described each component is as follows:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310404615.6A CN103482917A (en) | 2013-09-08 | 2013-09-08 | Formula of high-strength concrete tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310404615.6A CN103482917A (en) | 2013-09-08 | 2013-09-08 | Formula of high-strength concrete tubular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103482917A true CN103482917A (en) | 2014-01-01 |
Family
ID=49823581
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310404615.6A Pending CN103482917A (en) | 2013-09-08 | 2013-09-08 | Formula of high-strength concrete tubular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103482917A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105330252A (en) * | 2015-12-15 | 2016-02-17 | 苏州万盛混凝土有限公司 | Concrete tubular pile |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1410240A (en) * | 2002-08-21 | 2003-04-16 | 蒋元海 | Pressure digestion free production method of prestressed high strength concrete tubular pile |
| CN1460751A (en) * | 2003-06-09 | 2003-12-10 | 吕怀民 | Composite pile, combination construction method of composite pile and pile foundation and its application |
| CN101948288A (en) * | 2010-09-30 | 2011-01-19 | 中交第三航务工程局有限公司 | Early-strength concrete for non-steam autoclaved PHC pipe piles |
-
2013
- 2013-09-08 CN CN201310404615.6A patent/CN103482917A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1410240A (en) * | 2002-08-21 | 2003-04-16 | 蒋元海 | Pressure digestion free production method of prestressed high strength concrete tubular pile |
| CN1460751A (en) * | 2003-06-09 | 2003-12-10 | 吕怀民 | Composite pile, combination construction method of composite pile and pile foundation and its application |
| CN101948288A (en) * | 2010-09-30 | 2011-01-19 | 中交第三航务工程局有限公司 | Early-strength concrete for non-steam autoclaved PHC pipe piles |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105330252A (en) * | 2015-12-15 | 2016-02-17 | 苏州万盛混凝土有限公司 | Concrete tubular pile |
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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 |