CN103332894A - High-toughness building material - Google Patents
High-toughness building material Download PDFInfo
- Publication number
- CN103332894A CN103332894A CN2013102323050A CN201310232305A CN103332894A CN 103332894 A CN103332894 A CN 103332894A CN 2013102323050 A CN2013102323050 A CN 2013102323050A CN 201310232305 A CN201310232305 A CN 201310232305A CN 103332894 A CN103332894 A CN 103332894A
- Authority
- CN
- China
- Prior art keywords
- fiber
- construction
- high tenacity
- dispersion agent
- dispersant
- 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
- 239000004566 building material Substances 0.000 title abstract description 5
- 239000000835 fiber Substances 0.000 claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 11
- 229920000609 methyl cellulose Polymers 0.000 claims abstract description 11
- 239000001923 methylcellulose Substances 0.000 claims abstract description 11
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 10
- 239000004698 Polyethylene Substances 0.000 claims abstract description 10
- 239000004372 Polyvinyl alcohol Substances 0.000 claims abstract description 10
- 239000004917 carbon fiber Substances 0.000 claims abstract description 10
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 10
- -1 polyethylene Polymers 0.000 claims abstract description 10
- 229920000573 polyethylene Polymers 0.000 claims abstract description 10
- 229920002451 polyvinyl alcohol Polymers 0.000 claims abstract description 10
- 239000000203 mixture Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 32
- 238000010276 construction Methods 0.000 claims description 17
- 239000003795 chemical substances by application Substances 0.000 claims description 15
- 239000006185 dispersion Substances 0.000 claims description 14
- 238000003756 stirring Methods 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 claims description 3
- 239000012467 final product Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 229910052710 silicon Inorganic materials 0.000 claims description 3
- 239000010703 silicon Substances 0.000 claims description 3
- 239000002270 dispersing agent Substances 0.000 abstract 5
- 239000002657 fibrous material Substances 0.000 abstract 4
- 239000004615 ingredient Substances 0.000 abstract 1
- 229910021487 silica fume Inorganic materials 0.000 abstract 1
- 238000005336 cracking Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a high-toughness building material. The building material is prepared from the following ingredients in percentages by weight: 20-25% of cement, 60-65% of blend, 5-10% of fiber material and 5-10% of dispersant, wherein the fiber material mainly includes a polyvinyl alcohol fiber, a polyethylene fiber and a carbon fiber; the dispersant mainly comprises silica fume and methylcellulose; the methylcellulose takes 0.01-0.2% of the total weight of dispersant. The fiber material and the dispersant are added into the high-toughness building material disclosed by the invention; the dispersant enables the fiber material to be uniformly dispersed so as to better exert the enhancement action and crack resistance action of the fiber; a prepared concrete product is quite strong in toughness, improved in mechanical performance, and obviously improved in interfacial deformation resistance capacity; the possibility of concrete crack and fracture in disasters such as an earthquake is reduced.
Description
Technical field
The present invention relates to building material technical field, especially a kind of high tenacity material of construction.
Background technology
Material of construction is the basic substance of construction work, and buildings needs to use various materials in constructing from the agent structure to decorations.Concrete is as most widely used material of construction; its main component comprises cement; adulterant and aggregate; adding water stirring post-hardening forms; it is simple to have technology; advantages such as fire resistance; but it is a kind of hard brittle material; tension and bending strength are low; deformability is little; poor toughness; concrete low toughness makes structure in the variable cross-section position and steel/and positions such as concrete hybrid structure node may cause the catastrophic failure that happens suddenly owing to stress concentration; especially under the earthquake load effect; therefore the premature failure of protective layer also usually can take place in concrete structure, thereby causes the anti-seismic performance of structure significantly to reduce.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the technical problem of toughness of concrete deficiency in the prior art, a kind of high tenacity material of construction is provided, effectively improve concrete toughness, reduce the probability of cracking and fracture.
The technical solution adopted for the present invention to solve the technical problems is: a kind of high tenacity material of construction, comprise cement, adulterant, filamentary material and dispersion agent, described filamentary material mainly comprises polyvinyl alcohol fiber, polyethylene fiber peacekeeping carbon fiber, dispersion agent mainly comprises silicon ash and methylcellulose gum
The weight ratio of each component is as follows:
Cement 20-25%
Adulterant 60-65%
Filamentary material 5-10%
Dispersion agent 5-10%
Wherein methylcellulose gum accounts for the 0.01-0.2% of gross weight in the dispersion agent.
Further, polyvinyl alcohol fiber accounts for 1-3%, the polyethylene fibre 0.5-1.0% of gross weight, the 3.5-8.5% that carbon fiber accounts for gross weight in the described filamentary material.
Further, the length of described polyvinyl alcohol fiber is 10-15mm, and diameter is 0.03-0.05mm.
Further, the length of described polyethylene fibre is 10-15mm, and diameter is 0.03-0.05mm.
Further, described carbon fiber adopts asphaltic base or PAN base carbon fibre, length 3-10mm, diameter 8-10mm.
A kind of method of producing above-mentioned high tenacity material of construction has following steps: earlier cement is dropped into whipping appts; Open whipping appts, drop into each component by concrete mix and stir; Methylcellulose gum is scattered in the water stirs, after waiting to dissolve solution added in the whipping appts and stir, add water reducer at last, be stirred to the required slump and get final product.
The invention has the beneficial effects as follows, high tenacity material of construction of the present invention, add filamentary material and dispersion agent, dispersion agent can make filamentary material be uniformly dispersed, thereby better brings into play enhancing, the action of crack arrest of fiber, and the concrete product of making has stronger toughness, improve mechanical property, significantly improve the ability of interface resistance to deformation, when disasters such as generation earthquake, the probability of concrete generation cracking and fracture reduces.
Embodiment
High tenacity material of construction of the present invention comprises cement, adulterant, filamentary material and dispersion agent, and described filamentary material mainly comprises polyvinyl alcohol fiber, polyethylene fiber peacekeeping carbon fiber, and dispersion agent mainly comprises silicon ash and methylcellulose gum,
The weight ratio of each component is as follows:
Cement 20-25%
Adulterant 60-65%
Filamentary material 5-10%
Dispersion agent 5-10%
Wherein methylcellulose gum accounts for the 0.01-0.2% of gross weight in the dispersion agent.
Polyvinyl alcohol fiber accounts for 1-3%, the polyethylene fibre 0.5-1.0% of gross weight, the 3.5-8.5% that carbon fiber accounts for gross weight in the described filamentary material.
The length of described polyvinyl alcohol fiber is 10-15mm, and diameter is 0.03-0.05mm.
The length of described polyethylene fibre is 10-15mm, and diameter is 0.03-0.05mm.
Described carbon fiber adopts asphaltic base or PAN base carbon fibre, length 3-10mm, diameter 8-10mm.
A kind of method of producing above-mentioned high tenacity material of construction has following steps: earlier cement is dropped into whipping appts; Open whipping appts, drop into each component by concrete mix and stir; Methylcellulose gum is scattered in the water stirs, after waiting to dissolve solution added in the whipping appts and stir, add water reducer at last, be stirred to the required slump and get final product.
Be enlightenment with above-mentioned foundation desirable embodiment of the present invention, by above-mentioned description, the related work personnel can carry out various change and modification fully in the scope that does not depart from this invention technological thought.The technical scope of this invention is not limited to the content on the specification sheets, must determine its technical scope according to the claim scope.
Claims (6)
1. high tenacity material of construction, it is characterized in that: comprise cement, adulterant, filamentary material and dispersion agent, described filamentary material mainly comprises polyvinyl alcohol fiber, polyethylene fiber peacekeeping carbon fiber, and dispersion agent mainly comprises silicon ash and methylcellulose gum,
The weight ratio of each component is as follows:
Cement 20-25%
Adulterant 60-65%
Filamentary material 5-10%
Dispersion agent 5-10%
Wherein methylcellulose gum accounts for the 0.01-0.2% of gross weight in the dispersion agent.
2. high tenacity material of construction as claimed in claim 1, it is characterized in that: polyvinyl alcohol fiber accounts for 1-3%, the polyethylene fibre 0.5-1.0% of gross weight, the 3.5-8.5% that carbon fiber accounts for gross weight in the described filamentary material.
3. high tenacity material of construction as claimed in claim 2, it is characterized in that: the length of described polyvinyl alcohol fiber is 10-15mm, diameter is 0.03-0.05mm.
4. high tenacity material of construction as claimed in claim 2, it is characterized in that: the length of described polyethylene fibre is 10-15mm, diameter is 0.03-0.05mm.
5. high tenacity material of construction as claimed in claim 2 is characterized in that: described carbon fiber employing asphaltic base or PAN base carbon fibre, length 3-10mm, diameter 8-10mm.
6. a method of producing each described high tenacity material of construction of claim 1-5 is characterized in that having following steps: earlier cement is dropped into whipping appts; Open whipping appts, drop into each component by concrete mix and stir; Methylcellulose gum is scattered in the water stirs, after waiting to dissolve solution added in the whipping appts and stir, add water reducer at last, be stirred to the required slump and get final product.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013102323050A CN103332894A (en) | 2013-06-13 | 2013-06-13 | High-toughness building material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013102323050A CN103332894A (en) | 2013-06-13 | 2013-06-13 | High-toughness building material |
Publications (1)
Publication Number | Publication Date |
---|---|
CN103332894A true CN103332894A (en) | 2013-10-02 |
Family
ID=49241122
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2013102323050A Pending CN103332894A (en) | 2013-06-13 | 2013-06-13 | High-toughness building material |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103332894A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104193234A (en) * | 2014-07-24 | 2014-12-10 | 蚌埠市鸿安精密机械有限公司 | High-toughness waterproof mortar and preparation method thereof |
CN106396532A (en) * | 2016-07-19 | 2017-02-15 | 合肥市公路桥梁工程有限责任公司 | Concrete and a preparing method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002012142A1 (en) * | 2000-08-09 | 2002-02-14 | Rhodianyl | Building material comprising a fibrous or filament reinforcement |
CN101337783A (en) * | 2008-08-27 | 2009-01-07 | 南京派尼尔科技实业有限公司 | Composite fiber for whole time anti-cracking for concrete |
US20100136269A1 (en) * | 2005-11-01 | 2010-06-03 | E. Khashoggi Industries, Llc | Extruded fiber reinforced cementitious products having wood-like properties and ultrahigh strength and methods for making the same |
CN101935201A (en) * | 2009-06-30 | 2011-01-05 | 中冶建筑研究总院有限公司 | Single-component high-performance mortar for repairing and reinforcing concrete |
-
2013
- 2013-06-13 CN CN2013102323050A patent/CN103332894A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002012142A1 (en) * | 2000-08-09 | 2002-02-14 | Rhodianyl | Building material comprising a fibrous or filament reinforcement |
US20100136269A1 (en) * | 2005-11-01 | 2010-06-03 | E. Khashoggi Industries, Llc | Extruded fiber reinforced cementitious products having wood-like properties and ultrahigh strength and methods for making the same |
CN101337783A (en) * | 2008-08-27 | 2009-01-07 | 南京派尼尔科技实业有限公司 | Composite fiber for whole time anti-cracking for concrete |
CN101935201A (en) * | 2009-06-30 | 2011-01-05 | 中冶建筑研究总院有限公司 | Single-component high-performance mortar for repairing and reinforcing concrete |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104193234A (en) * | 2014-07-24 | 2014-12-10 | 蚌埠市鸿安精密机械有限公司 | High-toughness waterproof mortar and preparation method thereof |
CN104193234B (en) * | 2014-07-24 | 2016-01-20 | 蚌埠市鸿安精密机械有限公司 | A kind of high-tenacity waterproof mortar and preparation method thereof |
CN106396532A (en) * | 2016-07-19 | 2017-02-15 | 合肥市公路桥梁工程有限责任公司 | Concrete and a preparing method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Peyvandi et al. | Enhancement of the structural efficiency and performance of concrete pipes through fiber reinforcement | |
Ye et al. | Experimental Study of High‐Strength Steel Fiber Lightweight Aggregate Concrete on Mechanical Properties and Toughness Index | |
CN105601199A (en) | Expansive anti-crack fiber concrete and preparation method therefor | |
CN104446250B (en) | High-toughness building material | |
CN103332909A (en) | High-ductility repair dry powder mortar and preparation method thereof | |
CN101723620A (en) | Polyvinyl alcohol fiber reinforced cement-based material composition and preparation method and application thereof | |
CN103664069A (en) | Injection-type fiber-reinforced cement-based composite material with high ductility | |
CN102912937B (en) | Embedded type steel high-ductility fiber concrete combination column | |
CN103193414B (en) | Post-tensioning prestressed concrete beam pore high-strength grouting agent | |
CN106478024A (en) | A kind of high ductility, high-adhesion cement based reinforcing and repairing material and preparation method thereof | |
CN104072007A (en) | Superfine mineral micro powder grouting agent for duct grouting | |
CN103771785B (en) | Thermal-insulation steel fiber concrete and application and preparation method thereof | |
CN110746159A (en) | Anti-crack pumping concrete and preparation method and pumping method thereof | |
CN101445342B (en) | Concrete material for reinforcing high-performance structure project, preparation method and use thereof | |
CN105060779B (en) | A fiber-reinforced cement-based composite material for reinforcement of reinforced concrete structures | |
CN104030626B (en) | Light-weight aggregate high anti-seismic concrete | |
CN102206062A (en) | Post-tensioned and pre-stressed pipe grouting agent | |
CN102888946B (en) | Steel pipe high-elongation fiber concrete combined column | |
CN105236849A (en) | A kind of short-cut extra-fine stainless steel microwire reinforced active powder concrete and its preparation method | |
CN102173681B (en) | Method for preparing concrete with high fire resistance | |
CN103332894A (en) | High-toughness building material | |
CN102912892B (en) | High-ductility fiber concrete combined brick masonry wall and method for constructing same | |
CN110156398B (en) | High-strength concrete and preparation method thereof | |
JP5647465B2 (en) | PC grout composition | |
KR20130075334A (en) | Amorphous steel fiber cement composites and mortar products using the same |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131002 |