CN107601946A - A kind of early strength agent for cement concrete - Google Patents
A kind of early strength agent for cement concrete Download PDFInfo
- Publication number
- CN107601946A CN107601946A CN201710925656.8A CN201710925656A CN107601946A CN 107601946 A CN107601946 A CN 107601946A CN 201710925656 A CN201710925656 A CN 201710925656A CN 107601946 A CN107601946 A CN 107601946A
- Authority
- CN
- China
- Prior art keywords
- parts
- early strength
- strength agent
- cement concrete
- calcium chloride
- 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.)
- Withdrawn
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention proposes a kind of early strength agent for cement concrete, and its composition is counted as follows in parts by weight:15 25 parts of calcium chloride, 35 parts of methyl diethanol, 10 15 parts of sodium metasilicate pentahydrate, 36 parts of Fatty acid methyl ester sodium sulfonate, 12 15 parts of ethylene glycol, 13 parts of methyl acrylate, 12 18 parts of water, shorten initial set and the final setting time of concrete, improve efficiency of construction.
Description
Technical field
The present invention relates to a kind of early strength agent, and in particular to a kind of early strength agent for cement concrete.
Background technology
Concrete early strength agent refers to the additive that can improve early age strength of concrete, more in the winter time construction or rush repair
Shi Caiyong, at present the more conventional concrete early strength agent in China mainly have villaumite system, sulfate system, carbonate system, organic matter
System, mineral substance and complex accelerator, the most frequently used several classes mainly include:(1) chloride salt early strength agent:Mainly there are calcium chloride, chlorination
Sodium, potassium chloride, amine oxide, iron oxide, aluminum oxide etc., chloride salt early strength agent have good early strength function, wherein calcium chloride morning
Potent fruit is good and cost is low, most widely used.(2) Sulfates early strength agent:Mainly there are sodium sulphate (i.e. glauber salt), thiosulfuric acid
Sodium, calcium sulfate, aluminum sulfate, alum etc..Wherein sodium sulphate is using more.(3) organic species early strength agent:Organic amine is early
Strong agent mainly has triethanolamine (abbreviation TEA), triisopropanolamine (abbreviation TP), diethanol amine etc., and wherein early strong effect is with three second
Hydramine is preferred.A few class early strength agent singly can be mixed or compound more than in engineering.Villaumite system early strength agent has obvious action of rust to reinforcing bar,
Therefore the early strength agent application of chloride system is seldom.Sulfate system early strength agent is also due to cause concrete " scum ", and alkali be present
Aggregate reaction endangers risk, and its application is also very restricted.Some other species early strength agent, or there is early strong effect
It is bad, or influence later strength, or raw material sources be present, the problems such as difficult production cost is high.
The content of the invention
The present invention propose a kind of early strength agent for cement concrete regarding to the issue above, shorten concrete initial set with
Final setting time, improve efficiency of construction.
Specific technical scheme is as follows:
A kind of early strength agent for cement concrete, its composition are counted as follows in parts by weight:
Calcium chloride 15-25 parts,
Methyl diethanol 3-5 parts,
Sodium metasilicate pentahydrate 10-15 parts,
Fatty acid methyl ester sodium sulfonate 3-6 parts,
Ethylene glycol 12-15 parts,
Methyl acrylate 1-3 parts,
Water 12-18 parts.
Further, the composition of early strength agent is counted as follows in parts by weight
20 parts of calcium chloride,
4 parts of methyl diethanol,
12 parts of sodium metasilicate pentahydrate,
4 parts of Fatty acid methyl ester sodium sulfonate,
13 parts of ethylene glycol,
2 parts of methyl acrylate,
16 parts of water.
Further, the composition of early strength agent is counted as follows in parts by weight
15 parts of calcium chloride,
3 parts of methyl diethanol,
10 parts of sodium metasilicate pentahydrate,
3 parts of Fatty acid methyl ester sodium sulfonate,
12 parts of ethylene glycol,
1 part of methyl acrylate,
12 parts of water.
Further, the composition of early strength agent is counted as follows in parts by weight
25 parts of calcium chloride,
5 parts of methyl diethanol,
15 parts of sodium metasilicate pentahydrate,
6 parts of Fatty acid methyl ester sodium sulfonate,
15 parts of ethylene glycol,
3 parts of methyl acrylate,
18 parts of water.
Beneficial effects of the present invention are:The present invention shortens initial set and the final setting time of concrete, improves efficiency of construction.
Embodiment
To make technical scheme become apparent from clearly, below the present invention is described further, it is any to this
The scheme that the technical characteristic progress equivalencing of inventive technique scheme and conventional reasoning are drawn each falls within the scope of the present invention.
Embodiment one
A kind of early strength agent for cement concrete, its composition are counted as follows in parts by weight:
20 parts of calcium chloride, 4 parts of methyl diethanol, 12 parts of sodium metasilicate pentahydrate, 4 parts of Fatty acid methyl ester sodium sulfonate, ethylene glycol
13 parts, 2 parts of methyl acrylate, 16 parts of water.
Embodiment two
A kind of early strength agent for cement concrete, its composition are counted as follows in parts by weight:
15 parts of calcium chloride, 3 parts of methyl diethanol, 10 parts of sodium metasilicate pentahydrate, 3 parts of Fatty acid methyl ester sodium sulfonate, ethylene glycol
12 parts, 1 part of methyl acrylate, 12 parts of water.
Embodiment three
A kind of early strength agent for cement concrete, its composition are counted as follows in parts by weight:
25 parts of calcium chloride, 5 parts of methyl diethanol, 15 parts of sodium metasilicate pentahydrate, 6 parts of Fatty acid methyl ester sodium sulfonate, ethylene glycol
15 parts, 3 parts of methyl acrylate, 18 parts of water.
Claims (4)
1. a kind of early strength agent for cement concrete, it is characterized in that, its composition is counted as follows in parts by weight:
Calcium chloride 15-25 parts,
Methyl diethanol 3-5 parts,
Sodium metasilicate pentahydrate 10-15 parts,
Fatty acid methyl ester sodium sulfonate 3-6 parts,
Ethylene glycol 12-15 parts,
Methyl acrylate 1-3 parts,
Water 12-18 parts.
2. a kind of early strength agent for cement concrete as claimed in claim 1, it is characterized in that, the composition of early strength agent is pressed
Parts by weight meter is as follows
20 parts of calcium chloride,
4 parts of methyl diethanol,
12 parts of sodium metasilicate pentahydrate,
4 parts of Fatty acid methyl ester sodium sulfonate,
13 parts of ethylene glycol,
2 parts of methyl acrylate,
16 parts of water.
3. a kind of early strength agent for cement concrete as claimed in claim 1, it is characterized in that, the composition of early strength agent is pressed
Parts by weight meter is as follows
15 parts of calcium chloride,
3 parts of methyl diethanol,
10 parts of sodium metasilicate pentahydrate,
3 parts of Fatty acid methyl ester sodium sulfonate,
12 parts of ethylene glycol,
1 part of methyl acrylate,
12 parts of water.
4. a kind of early strength agent for cement concrete as claimed in claim 1, it is characterized in that, the composition of early strength agent is pressed
Parts by weight meter is as follows
25 parts of calcium chloride,
5 parts of methyl diethanol,
15 parts of sodium metasilicate pentahydrate,
6 parts of Fatty acid methyl ester sodium sulfonate,
15 parts of ethylene glycol,
3 parts of methyl acrylate,
18 parts of water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710925656.8A CN107601946A (en) | 2017-10-05 | 2017-10-05 | A kind of early strength agent for cement concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710925656.8A CN107601946A (en) | 2017-10-05 | 2017-10-05 | A kind of early strength agent for cement concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107601946A true CN107601946A (en) | 2018-01-19 |
Family
ID=61067137
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710925656.8A Withdrawn CN107601946A (en) | 2017-10-05 | 2017-10-05 | A kind of early strength agent for cement concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107601946A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103906720A (en) * | 2011-12-05 | 2014-07-02 | Sika技术股份公司 | Process for producing hardening accelerators for mineral binder compositions |
-
2017
- 2017-10-05 CN CN201710925656.8A patent/CN107601946A/en not_active Withdrawn
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103906720A (en) * | 2011-12-05 | 2014-07-02 | Sika技术股份公司 | Process for producing hardening accelerators for mineral binder compositions |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102219425B (en) | Alkali-free liquid accelerating agent and preparation method thereof | |
CN102219426B (en) | Low-alkaline liquid accelerating agent and preparation method thereof | |
CN104944824B (en) | A kind of cement concrete early strength agent and early strength water-reducing agent | |
CN101648785A (en) | Alkali-free liquid setting accelerator | |
CN103193449B (en) | Rapid-hardening micro-expansion hole sealing material | |
CN102515681B (en) | Method for producing aerated building block with phosphogypsum as main raw material | |
CN102173630B (en) | High-performance chlorine-free alkali-free liquid accelerating agent | |
CN106747240B (en) | A kind of alkalinity magnesium oxysulfide concrete and preparation method thereof | |
CN106866090B (en) | Cement-free desulfurized gypsum plastering mortar and preparation method thereof | |
CN104176963B (en) | A kind of ardealite setting retarder for cement | |
CN109912243B (en) | Cement produced by utilizing industrial solid wastes | |
CN104370489B (en) | A kind of alkali-free liquid accelerator and preparation method thereof | |
CN109503086A (en) | A kind of wet mixing mortar using nickel sand and ardealite | |
CN105541166A (en) | Grinding aid for composite silicate cement with high limestone doping amount and preparation method thereof | |
CN106007439A (en) | Amorphous calcium aluminate based accelerator for sprayed concrete, method for preparing amorphous calcium aluminate based accelerator and application thereof | |
CN100488908C (en) | Method for modifying pre-processing titanium gypsum | |
CN105503007A (en) | Phosphogypsum-based cement retarder | |
CN102964076B (en) | Alkali and chloride-free enhancement type powder concrete setting accelerator | |
CN109678381A (en) | A kind of high resistance to corrosion portland cement early strength agent and preparation method thereof | |
CN104973815A (en) | Amino concrete pumping aid and preparation method thereof | |
CN108585575B (en) | Cement retarder and preparation method and application thereof | |
CN107601946A (en) | A kind of early strength agent for cement concrete | |
CN104556796A (en) | Chloride-free cement grinding aid | |
CN111348849B (en) | Hydraulic lime and preparation method thereof | |
CN104961362B (en) | A kind of titanium gypsum and its preparation process using alkaline residue preparation |
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 | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180119 |