CN104909697A - Concrete for PTC (prestressed thin-wall concrete) pipe piles - Google Patents

Concrete for PTC (prestressed thin-wall concrete) pipe piles Download PDF

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Publication number
CN104909697A
CN104909697A CN201510310575.8A CN201510310575A CN104909697A CN 104909697 A CN104909697 A CN 104909697A CN 201510310575 A CN201510310575 A CN 201510310575A CN 104909697 A CN104909697 A CN 104909697A
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concrete
parts
cement
powder
particle diameter
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CN201510310575.8A
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Chinese (zh)
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李彩琴
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Individual
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Abstract

The invention discloses a concrete for PTC (prestressed thin-wall concrete) pipe piles, which is composed of 42.5R-grade calcium silicate cement, volcanic ash cement, sulfoaluminate cement, fine sand, fly ash, silica sand powder, slag powder, metakaolin, polypropylene fibers, a water reducing agent, barium carbonate nanoparticles, latex powder, calcium powder, calcium lignosulphonate powder, heptasodium diethylenetriamine penta(methylene phosphate), steel fibers, dihydrate gypsum and zirconium calcium silicate nanoparticles. The concrete has the advantages of excellent bonding property with steel bars, favorable erosion resistance, high acid/alkali resistance and high density.

Description

A kind of PTC pile tube concrete
Technical field
The invention belongs to material of construction concrete field, particularly a kind of PTC pile tube concrete.
Background technology
PTC pile tube is the abbreviation of prestress thin wall concrete pipe stake, is the concrete member the most often adopted in building foundation, is widely used in the engineerings such as all kinds of building, traffic, water conservancy.China is pile tube producing country maximum in the world and uses state, and the whole nation is produced per year and all measured more than 3.5 hundred million meters in recent years.
Concrete is one of main raw material of pile tube use, is also most important raw material, concrete, referred to as " concrete (t ó ng) ": refer to the general designation being cemented to overall engineered composite material by gelling material by gathering materials.Usually concrete one word said refers to makes gelling material with cement, and sand, masonry gather materials; Coordinate by a certain percentage with water (can contain admixture and adulterant), the cement concrete obtained through stirring, also claims normal concrete, and it is widely used in civil engineering work.
But for PTC pile tube, concrete performance has important impact to it, superior with reinforcing bar adhesive property, that corrosion resistance good, acid-fast alkali-proof ability is strong, density is high concrete is the focus studied now.
Summary of the invention
The object of the invention is for the problems referred to above, develop a kind of PTC pile tube concrete, itself and reinforcing bar adhesive property is superior, corrosion resistance good, acid-fast alkali-proof ability is strong, density is high.
A kind of PTC pile tube concrete,
Concrete material is made up of following weight part:
80-100 part 42.5R level calcium silicate cement,
15-35 part volcano grey matter cement,
15-35 part aluminosulfate cement,
120-150 part fine sand,
50-70 part flyash,
10-25 part silica flour,
10-25 part slag powders,
10-25 part metakaolin,
10-25 part polypropylene fibre,
1-10 part water reducer,
1-4 part barium carbonate nano particle,
1-4 part latex powder,
1-4 part calcium powder,
1-4 part lignin sulfonic acid calcium powder,
1-4 part diethylene triamine pentamethylene phosphonic seven sodium,
1-4 part steel fiber,
1-4 part dihydrate gypsum,
1-4 part zirconium silicate nano particle;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
As preferably, the particle diameter of described calcium silicate cement is less than 10 μm;
As preferably, the particle diameter of described volcano grey matter cement is less than 10 μm;
As preferably, the particle diameter of described barium carbonate nano particle is less than 50nm;
As preferably, the particle diameter of described zirconium silicate nano particle is less than 50nm;
Beneficial effect of the present invention:
(1) the present invention is by optimizing kind and the content thereof of cement, greatly optimize the performance of concrete gel section, Calucium Silicate powder performance can improve toughness and the intensity of cement, and volcano grey matter cement is owing to containing quite a large amount of C3S, C2S and/or C3A, can improve the bonding properties between concrete and other components, aluminosulfate cement can improve set time and shrinking percentage simultaneously.
(2) the present invention is except gelatinous material, also by adding the subsidiary material such as fine sand, flyash, silica flour, slag powders, metakaolin and polypropylene fibre, although above subsidiary material are common auxiliary materials, but by overall optimization, reduce concrete cost on the one hand, also can improve concrete mechanical property and adhesive property simultaneously; Especially polypropylene fibre, not only can improve its resistance to cleavage, can also improve its shock resistance.
(3) water reducer of the present invention is special water reducer, and its water-reducing rate is high, good dispersity, little loss of slump and unusual environmental protection.
(4) of the present inventionly have selected two kinds of nano material barium carbonate nano particles and zirconium silicate nano particle in addition material part, this bi-material not only can improve concrete density, can also improve concrete intensity; And latex powder, calcium powder, lignin sulfonic acid calcium powder etc. are for the concrete dispersed material impact that has; And the chelating ability of diethylene triamine pentamethylene phosphonic seven sodium and steel fiber, dihydrate gypsum also have material impact for concrete toughness reinforcing performance.
Embodiment
Below in conjunction with specific embodiment, and comparable data describes in further detail the present invention.Should be understood that these embodiments just in order to demonstrate the invention, but not limit the scope of the invention by any way.
Embodiment 1:
A kind of PTC pile tube concrete,
Concrete material is made up of following weight part:
80 parts of 42.5R level calcium silicate cements,
20 parts of volcano grey matter cement,
20 parts of aluminosulfate cements,
120 parts of fine sands,
50 parts of flyash,
10 parts of silica flours,
10 parts of slag powders,
10 parts of metakaolins,
10 parts of polypropylene fibres,
1 part of water reducer,
1 part of barium carbonate nano particle,
1 part of latex powder,
1 part of calcium powder,
1 part of lignin sulfonic acid calcium powder,
1 part of diethylene triamine pentamethylene phosphonic seven sodium,
1 part of steel fiber,
1 part of dihydrate gypsum,
1 part of zirconium silicate nano particle;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
The particle diameter of described calcium silicate cement is less than 10 μm;
The particle diameter of described volcano grey matter cement is less than 10 μm;
The particle diameter of described barium carbonate nano particle is less than 50nm;
The particle diameter of described zirconium silicate nano particle is less than 50nm.
Embodiment 2:
A kind of PTC pile tube concrete,
Concrete material is made up of following weight part:
100 parts of 42.5R level calcium silicate cements,
30 parts of volcano grey matter cement,
30 parts of aluminosulfate cements,
130 parts of fine sands,
54 parts of flyash,
20 parts of silica flours,
20 parts of slag powders,
20 parts of metakaolins,
20 parts of polypropylene fibres,
4 parts of water reducers,
4 parts of barium carbonate nano particles,
4 parts of latex powder,
4 parts of calcium powders,
4 parts of lignin sulfonic acid calcium powders,
4 parts of diethylene triamine pentamethylene phosphonic seven sodium,
4 parts of steel fibers,
4 parts of dihydrate gypsums,
4 parts of zirconium silicate nano particles;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
The particle diameter of described calcium silicate cement is less than 10 μm;
The particle diameter of described volcano grey matter cement is less than 10 μm;
The particle diameter of described barium carbonate nano particle is less than 50nm;
The particle diameter of described zirconium silicate nano particle is less than 50nm.
Embodiment 3:
A kind of PTC pile tube concrete,
90 parts of 42.5R level calcium silicate cements,
24 parts of volcano grey matter cement,
24 parts of aluminosulfate cements,
134 parts of fine sands,
54 parts of flyash,
20 parts of silica flours,
20 parts of slag powders,
20 parts of metakaolins,
20 parts of polypropylene fibres,
1 part of water reducer,
1 part of barium carbonate nano particle,
1 part of latex powder,
1 part of calcium powder,
1 part of lignin sulfonic acid calcium powder,
1 part of diethylene triamine pentamethylene phosphonic seven sodium,
1 part of steel fiber,
1 part of dihydrate gypsum,
1 part of zirconium silicate nano particle;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
The particle diameter of described calcium silicate cement is less than 10 μm;
The particle diameter of described volcano grey matter cement is less than 10 μm;
The particle diameter of described barium carbonate nano particle is less than 50nm;
The particle diameter of described zirconium silicate nano particle is less than 50nm.
Embodiment 4:
A kind of PTC pile tube concrete,
Concrete material is made up of following weight part:
100 parts of 42.5R level calcium silicate cements,
30 parts of volcano grey matter cement,
30 parts of aluminosulfate cements,
150 parts of fine sands,
54 parts of flyash,
20 parts of silica flours,
14 parts of slag powders,
20 parts of metakaolins,
14 parts of polypropylene fibres,
3 parts of water reducers,
3 parts of barium carbonate nano particles,
3 parts of latex powder,
3 parts of calcium powders,
3 parts of lignin sulfonic acid calcium powders,
3 parts of diethylene triamine pentamethylene phosphonic seven sodium,
3 parts of steel fibers,
3 parts of dihydrate gypsums,
3 parts of zirconium silicate nano particles;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
The particle diameter of described calcium silicate cement is less than 10 μm;
The particle diameter of described volcano grey matter cement is less than 10 μm;
The particle diameter of described barium carbonate nano particle is less than 50nm;
The particle diameter of described zirconium silicate nano particle is less than 50nm.
Embodiment 5:
A kind of PTC pile tube concrete,
Concrete material is made up of following weight part:
94 parts of 42.5R level calcium silicate cements,
30 parts of volcano grey matter cement,
30 parts of aluminosulfate cements,
150 parts of fine sands,
54 parts of flyash,
10 parts of silica flours,
20 parts of slag powders,
10 parts of metakaolins,
20 parts of polypropylene fibres,
3 parts of water reducers,
3 parts of barium carbonate nano particles,
3 parts of latex powder,
3 parts of calcium powders,
3 parts of lignin sulfonic acid calcium powders,
3 parts of diethylene triamine pentamethylene phosphonic seven sodium,
3 parts of steel fibers,
3 parts of dihydrate gypsums,
3 parts of zirconium silicate nano particles;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C;
The particle diameter of described calcium silicate cement is less than 10 μm;
The particle diameter of described volcano grey matter cement is less than 10 μm;
The particle diameter of described barium carbonate nano particle is less than 50nm;
The particle diameter of described zirconium silicate nano particle is less than 50nm.
In order to technique effect of the present invention is described, the physical and chemical performance result statistics of the embodiment of the present invention is as follows:
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.
In addition, be to be understood that, although this specification sheets is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of specification sheets is only for clarity sake, those skilled in the art should by specification sheets integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.

Claims (5)

1. a PTC pile tube concrete, is characterized in that:
Concrete material is made up of following weight part:
80-100 part 42.5R level calcium silicate cement,
15-35 part volcano grey matter cement,
15-35 part aluminosulfate cement,
120-150 part fine sand,
50-70 part flyash,
10-25 part silica flour,
10-25 part slag powders,
10-25 part metakaolin,
10-25 part polypropylene fibre,
1-10 part water reducer,
1-4 part barium carbonate nano particle,
1-4 part latex powder,
1-4 part calcium powder,
1-4 part lignin sulfonic acid calcium powder,
1-4 part diethylene triamine pentamethylene phosphonic seven sodium,
1-4 part steel fiber,
1-4 part dihydrate gypsum,
1-4 part zirconium silicate nano particle;
Described water reducer is polycarboxylate water-reducer, and it is mixed with by methacrylic acid, sodium hydroxide, methylpropene sodium sulfonate, methyl butene polyoxyethylenated alcohol, hydrogen peroxide, ammonium persulphate and water and forms at 75 DEG C.
2. a PTC pile tube concrete as claimed in claim 1, is characterized in that: the particle diameter of described calcium silicate cement is less than 10 μm.
3. a PTC pile tube concrete as claimed in claim 1, is characterized in that: the particle diameter of described volcano grey matter cement is less than 10 μm.
4. the PTC pile tube concrete as described in any one of claim 1-3, is characterized in that: the particle diameter of described barium carbonate nano particle is less than 50nm.
5. the PTC pile tube concrete as described in any one of claim 4, is characterized in that: the particle diameter of described zirconium silicate nano particle is less than 50nm.
CN201510310575.8A 2015-06-08 2015-06-08 Concrete for PTC (prestressed thin-wall concrete) pipe piles Pending CN104909697A (en)

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Application Number Priority Date Filing Date Title
CN201510310575.8A CN104909697A (en) 2015-06-08 2015-06-08 Concrete for PTC (prestressed thin-wall concrete) pipe piles

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CN104909697A true CN104909697A (en) 2015-09-16

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106747027A (en) * 2017-03-02 2017-05-31 济南长兴建设集团有限公司 A kind of high-strength high-performance concrete
CN110615650A (en) * 2019-11-09 2019-12-27 韶关市第一建筑工程有限公司 Reinforced flexible plastering anti-crack mortar and preparation method thereof
CN111704420A (en) * 2020-05-30 2020-09-25 同济大学 Corrosion-resistant aluminate cement pipeline and preparation method thereof
CN112279574A (en) * 2020-11-13 2021-01-29 广西路桥工程集团有限公司 Preparation method of high-strength concrete

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106747027A (en) * 2017-03-02 2017-05-31 济南长兴建设集团有限公司 A kind of high-strength high-performance concrete
CN106747027B (en) * 2017-03-02 2020-01-17 济南长兴建设集团有限公司 High-strength high-performance concrete
CN110615650A (en) * 2019-11-09 2019-12-27 韶关市第一建筑工程有限公司 Reinforced flexible plastering anti-crack mortar and preparation method thereof
CN111704420A (en) * 2020-05-30 2020-09-25 同济大学 Corrosion-resistant aluminate cement pipeline and preparation method thereof
CN112279574A (en) * 2020-11-13 2021-01-29 广西路桥工程集团有限公司 Preparation method of high-strength concrete

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Application publication date: 20150916