CN103482936A - Composite foam concrete material and preparation method thereof - Google Patents
Composite foam concrete material and preparation method thereof Download PDFInfo
- Publication number
- CN103482936A CN103482936A CN201310448767.6A CN201310448767A CN103482936A CN 103482936 A CN103482936 A CN 103482936A CN 201310448767 A CN201310448767 A CN 201310448767A CN 103482936 A CN103482936 A CN 103482936A
- Authority
- CN
- China
- Prior art keywords
- foam concrete
- composite foam
- concrete material
- cement
- parts
- 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
- 239000011381 foam concrete Substances 0.000 title claims abstract description 28
- 239000002131 composite material Substances 0.000 title claims abstract description 27
- 239000000463 material Substances 0.000 title claims abstract description 27
- 238000002360 preparation method Methods 0.000 title 1
- 239000004568 cement Substances 0.000 claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 15
- 239000010954 inorganic particle Substances 0.000 claims abstract description 14
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 239000002893 slag Substances 0.000 claims abstract description 10
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 claims abstract description 9
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 claims abstract description 9
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 9
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000000843 powder Substances 0.000 claims abstract description 8
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 claims description 16
- 229910019142 PO4 Inorganic materials 0.000 claims description 10
- 239000002956 ash Substances 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 10
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 claims description 10
- 239000010452 phosphate Substances 0.000 claims description 10
- 239000010881 fly ash Substances 0.000 claims description 9
- 229910000019 calcium carbonate Inorganic materials 0.000 claims description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 6
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 claims description 5
- 239000011398 Portland cement Substances 0.000 claims description 5
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 5
- 239000002253 acid Substances 0.000 claims description 5
- 230000001186 cumulative effect Effects 0.000 claims description 5
- NBIIXXVUZAFLBC-UHFFFAOYSA-M dihydrogenphosphate Chemical compound OP(O)([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-M 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 5
- 239000011521 glass Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 5
- 229910052710 silicon Inorganic materials 0.000 claims description 5
- 239000010703 silicon Substances 0.000 claims description 5
- 229940095064 tartrate Drugs 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000005086 pumping Methods 0.000 claims description 3
- 239000012774 insulation material Substances 0.000 abstract description 8
- 239000002440 industrial waste Substances 0.000 abstract description 6
- 230000008901 benefit Effects 0.000 abstract description 5
- 239000000654 additive Substances 0.000 abstract description 3
- 239000011464 hollow brick Substances 0.000 abstract description 3
- 239000010883 coal ash Substances 0.000 abstract 2
- 238000007599 discharging Methods 0.000 abstract 1
- 239000004088 foaming agent Substances 0.000 abstract 1
- 239000002994 raw material Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009421 internal insulation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a composite foam concrete material. The composite foam concrete material comprises the following raw materials in parts by weight: 100-300 parts of cement, 1-150 parts of coarse aggregates, 1-10 parts of additives, 1-11 parts of a rosin foaming agent and 1-5 parts of a water reducing agent; the composite foam concrete material also comprises inorganic particles with the volume accounting for 5%-60% of the total volume. The composite foam concrete material is widely applied to production of light insulation materials such as roof insulation materials and external wall insulation materials and lifting parts such as lifting beams of light buildings, filling of light hollow bricks and hollow floors, and the like. By adopting mixing materials such as cement produced by industrial wastes such as coal ash, slag powder and clinker, and the coal ash, the discharging and a large amount of the stacking of the industrial wastes are effectively reduced and very good environment-friendly and social benefits are achieved.
Description
Technical field
The present invention relates to the architecture engineering material technical field, specifically a kind of composite foam concrete material and production method thereof.
Background technology
Foamed concrete is called again foam cement, light weight concrete etc., be that a kind of profit is useless, environmental protection, energy-conservation, cheap and novel building energy-saving material with non-inflammability, its density generally fluctuates between 300-1030kg/m3, due to the tiny hole that contains a large amount of sealings in foamed concrete, therefore have good thermal and insulating performance, this is that normal concrete is not available.Usually density rating is at the foamed concrete of the above scope of 330kg/m3, and thermal conductivity is between 0.08-0.27w/ (mK), and thermal resistance is about 10-20 times of normal concrete.Adopt foamed concrete as building masonry wall and roof cladding, there is good energy-saving effect.
Wall insulation form has following four kinds now: the one, and external wall outer insulation, the 2nd, exterior wall internal insulation, the 3rd, exterior wall sandwich heat preservation, the 4th, outer wall self heat-preserving.Relatively, first three is planted all needs the duplication of labour, increase input, overlapping investment, waste a large amount of human and material resources, financial resources, there is potential safety hazard in organic insulation material always in addition, and working life is short, need to do again and again exterior-wall heat insulation, this margin knot the point can, but spent more much money over there.And the outer wall self heat-preserving material both with the same life-span of buildings, saved again the energy-saving heat preserving transformation, the useless consumption reduction of profit also, be most economical, lightweight, the most energy-conservation product, is the body of wall power-saving technology that state key is encouraged, promoted.
Summary of the invention
The technical problem to be solved in the present invention is to overcome above-mentioned existing defect, and a kind of composite foam concrete material and production method thereof are provided.
The technical solution adopted for the present invention to solve the technical problems is: a kind of composite foam concrete material is provided, the composition material that it comprises following weight part: cement: 100-300 part, coarse aggregate: 1-150 part, admixture: 1-10 part, rosin whipping agent: 1-11 part, water reducer: 1-5 part also includes the inorganic particle that addition content accounts for cumulative volume 5%-60%.
Further, described cement is one or both mixing in ordinary Portland cement and aluminosulfate cement.
Further, described coarse aggregate comprises rubble, and particle diameter is 5-25mm.
Further, the powder containing quantity of described rubble is 5.2%, and the mould degree of counting accurately of rubble is 1.5.
Further, described admixture is one or more the mixture in Z 250, dihydrogen phosphate, monohydric phosphate, tartrate, amino trimethylene methyl acid phosphate.
Further, described inorganic particle comprises calcium carbonate, silicon ash, slag, flyash, volcanic ash, glass, siliceous filler or their mixture.
A kind of method of composite foam concrete material has following steps: cement is dropped in whipping appts; Open whipping appts, then in whipping appts, by required proportioning, drop into coarse aggregate, admixture and inorganic particle in batches or simultaneously; The rosin whipping agent is dropped in water to the rear solution that stirs to be dropped in whipping appts; Blast water reducer after being stirred to the mortar shape; By pumping installation, be delivered in mould; Again the concrete in mould is carried out to steam curing.
Production method described above, drop into calcium carbonate in water and stir.
The invention has the beneficial effects as follows, the present invention can be widely used in the production of the hanging pieces such as the light heat insulation materials such as roofing heat insulating material, external-wall heat-insulation material and light-weight building hanging beam, and the purposes such as filling of light-weight hollow-brick, hollow building cover.Make the Additives such as cement and flyash by adopting by industrial waste productions such as flyash, slag powders, boiler slags, effectively reduced discharge and the bulk deposition of industrial waste, greatly reduced environmental pollution, there is good environmental benefit and social benefit.What is more important, replaced expensive aluminosulfate cement with cheap cost, reduced widely the cost of producing light-weight aggregate foamed concrete, and the product performance effect has been extremely remarkable, greatly improve the physical properties of cement, effectively improved the extraneous ability corroded of opposing.
Embodiment
Below provide preferred embodiment of the present invention, to describe technical scheme of the present invention in detail.
Embodiment mono-:
A kind of composite foam concrete material, the composition material that it comprises following weight part: cement: 100 parts, coarse aggregate: 1 part, admixture: 1 part, the rosin whipping agent: 1 part, water reducer: 1 part, also include the inorganic particle that addition content accounts for cumulative volume 5%; Described cement is one or both mixing in ordinary Portland cement and aluminosulfate cement; Described coarse aggregate comprises rubble, and particle diameter is 5mm; The powder containing quantity of described rubble is 5.2%, and the mould degree of counting accurately of rubble is 1.5; Described admixture is one or more the mixture in Z 250, dihydrogen phosphate, monohydric phosphate, tartrate, amino trimethylene methyl acid phosphate; Described inorganic particle comprises calcium carbonate, silicon ash, slag, flyash, volcanic ash, glass, siliceous filler or their mixture.
Embodiment bis-:
A kind of composite foam concrete material, the composition material that it comprises following weight part: cement: 300 parts, coarse aggregate: 150 parts, admixture: 10 parts, the rosin whipping agent: 11 parts, water reducer: 5 parts, also include the inorganic particle that addition content accounts for cumulative volume 60%; Described cement is one or both mixing in ordinary Portland cement and aluminosulfate cement; Described coarse aggregate comprises rubble, and particle diameter is 25mm; The powder containing quantity of described rubble is 5.2%, and the mould degree of counting accurately of rubble is 1.5; Described admixture is one or more the mixture in Z 250, dihydrogen phosphate, monohydric phosphate, tartrate, amino trimethylene methyl acid phosphate; Described inorganic particle comprises calcium carbonate, silicon ash, slag, flyash, volcanic ash, glass, siliceous filler or their mixture.
Embodiment tri-:
A kind of composite foam concrete material, the composition material that it comprises following weight part: cement: 200 parts, coarse aggregate: 100 parts, admixture: 5 parts, the rosin whipping agent: 5 parts, water reducer: 3 parts, also include the inorganic particle that addition content accounts for cumulative volume 30%; Described cement is one or both mixing in ordinary Portland cement and aluminosulfate cement; Described coarse aggregate comprises rubble, and particle diameter is 15mm; The powder containing quantity of described rubble is 5.2%, and the mould degree of counting accurately of rubble is 1.5; Described admixture is one or more the mixture in Z 250, dihydrogen phosphate, monohydric phosphate, tartrate, amino trimethylene methyl acid phosphate; Described inorganic particle comprises calcium carbonate, silicon ash, slag, flyash, volcanic ash, glass, siliceous filler or their mixture.
A kind of method of composite foam concrete material has following steps: cement is dropped in whipping appts; Open whipping appts, then in whipping appts, by required proportioning, drop into coarse aggregate, admixture and inorganic particle in batches or simultaneously; The rosin whipping agent is dropped in water to the rear solution that stirs to be dropped in whipping appts; Blast water reducer after being stirred to the mortar shape; By pumping installation, be delivered in mould; Again the concrete in mould is carried out to steam curing.
Production method described above, drop into calcium carbonate in water and stir.
The invention has the beneficial effects as follows, the present invention can be widely used in the production of the hanging pieces such as the light heat insulation materials such as roofing heat insulating material, external-wall heat-insulation material and light-weight building hanging beam, and the purposes such as filling of light-weight hollow-brick, hollow building cover.Make the Additives such as cement and flyash by adopting by industrial waste productions such as flyash, slag powders, boiler slags, effectively reduced discharge and the bulk deposition of industrial waste, greatly reduced environmental pollution, there is good environmental benefit and social benefit.What is more important, replaced expensive aluminosulfate cement with cheap cost, reduced widely the cost of producing light-weight aggregate foamed concrete, and the product performance effect has been extremely remarkable, greatly improve the physical properties of cement, effectively improved the extraneous ability corroded of opposing.
The above-mentioned foundation desirable embodiment of the present invention of take is enlightenment, and by above-mentioned description, the relevant staff can, in the scope that does not depart from this invention technological thought, carry out various change and modification fully.The technical scope of this invention is not limited to the content on specification sheets, must determine its technical scope according to the claim scope.
Claims (8)
1. composite foam concrete material, it is characterized in that: the composition material that it comprises following weight part: cement: 100-300 part, coarse aggregate: 1-150 part, admixture: 1-10 part, rosin whipping agent: 1-11 part, water reducer: 1-5 part also includes the inorganic particle that addition content accounts for cumulative volume 5%-60%.
2. composite foam concrete material as described as claim 1, it is characterized in that: described cement is one or both mixing in ordinary Portland cement and aluminosulfate cement.
3. composite foam concrete material as described as claim 1, it is characterized in that: described coarse aggregate comprises rubble, particle diameter is 5-25mm.
4. composite foam concrete material according to claim 3, is characterized in that, the powder containing quantity of described rubble is 5.2%, and the mould degree of counting accurately of rubble is 1.5.
5. composite foam concrete material as described as claim 1 is characterized in that: described admixture is one or more the mixture in Z 250, dihydrogen phosphate, monohydric phosphate, tartrate, amino trimethylene methyl acid phosphate.
6. composite foam concrete material as described as claim 1, it is characterized in that: described inorganic particle comprises calcium carbonate, silicon ash, slag, flyash, volcanic ash, glass, siliceous filler or their mixture.
7. the method for a production composite foam concrete material as described as claim 1 or 6, is characterized in that having following steps: cement is dropped in whipping appts; Open whipping appts, then in whipping appts, by required proportioning, drop into coarse aggregate, admixture and inorganic particle in batches or simultaneously; The rosin whipping agent is dropped in water to the rear solution that stirs to be dropped in whipping appts; Blast water reducer after being stirred to the mortar shape; By pumping installation, be delivered in mould; Again the concrete in mould is carried out to steam curing.
8. the production method of composite foam concrete material as claimed in claim 7, is characterized in that: calcium carbonate is dropped in water and stirs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310448767.6A CN103482936A (en) | 2013-09-28 | 2013-09-28 | Composite foam concrete material and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310448767.6A CN103482936A (en) | 2013-09-28 | 2013-09-28 | Composite foam concrete material and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103482936A true CN103482936A (en) | 2014-01-01 |
Family
ID=49823600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310448767.6A Pending CN103482936A (en) | 2013-09-28 | 2013-09-28 | Composite foam concrete material and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103482936A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104150951A (en) * | 2014-08-25 | 2014-11-19 | 武汉理工大学 | Low-water-absorption foamed concrete and preparation method thereof |
| CN105236865A (en) * | 2015-09-23 | 2016-01-13 | 南通众润混凝土有限公司 | Lightweight concrete |
| CN105347759A (en) * | 2015-12-03 | 2016-02-24 | 梅庆波 | Preparation method for doped-glass micro powder foam concrete plate |
| CN109095833A (en) * | 2018-07-26 | 2018-12-28 | 中国建筑第八工程局有限公司 | High-performance trass concrete for highlands super high-rise pumping |
| CN110105026A (en) * | 2019-04-04 | 2019-08-09 | 启东海中港建材有限公司 | A kind of high-strength foam concrete formula of flyash |
-
2013
- 2013-09-28 CN CN201310448767.6A patent/CN103482936A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104150951A (en) * | 2014-08-25 | 2014-11-19 | 武汉理工大学 | Low-water-absorption foamed concrete and preparation method thereof |
| CN105236865A (en) * | 2015-09-23 | 2016-01-13 | 南通众润混凝土有限公司 | Lightweight concrete |
| CN105347759A (en) * | 2015-12-03 | 2016-02-24 | 梅庆波 | Preparation method for doped-glass micro powder foam concrete plate |
| CN105347759B (en) * | 2015-12-03 | 2017-11-10 | 重庆市巴南区环美金属加工厂 | A kind of preparation method of doped-glass micro mist foamed concrete plate |
| CN109095833A (en) * | 2018-07-26 | 2018-12-28 | 中国建筑第八工程局有限公司 | High-performance trass concrete for highlands super high-rise pumping |
| CN110105026A (en) * | 2019-04-04 | 2019-08-09 | 启东海中港建材有限公司 | A kind of high-strength foam concrete formula of flyash |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100522867C (en) | Polystyrene foam particle heat-insulating mortar | |
| CN102219415B (en) | Light sand without burning and preparation method thereof | |
| CN101628797A (en) | Inorganic heat insulation load-bearing concrete | |
| CN103193446B (en) | Method for producing waste residue foam concrete and nanopore vacuum plate composite material | |
| CN103304193A (en) | Lightweight aggregate foam concrete and production method thereof | |
| CN101637936A (en) | Method for producing baking-free bricks by using phosphorous gypsum based cementitious material to solidify yellow phosphorous slags | |
| CN101139188A (en) | A kind of energy-saving thermal insulation masonry mortar and preparation method thereof | |
| CN101269942B (en) | A kind of phosphorus slag powder cement mortar | |
| CN104446295A (en) | Humid-environment-resistance autoclaved aerated concrete block and preparation method thereof | |
| CN104987117A (en) | Environment-friendly building thermal insulation materials | |
| CN103539398B (en) | Polystyrene foam aggregate concrete insulation building block | |
| CN105272075B (en) | A kind of fireproof heat insulating dry powder and mortar and preparation method thereof | |
| CN103803919B (en) | A polystyrene lightweight energy-saving concrete block and its preparation method | |
| CN101648790B (en) | Gangue heat-preserving dry-mixed mortar and manufacturing method | |
| CN103992086A (en) | Fire and water resistant aerated brick and making method thereo f | |
| CN103482936A (en) | Composite foam concrete material and preparation method thereof | |
| JP7616965B2 (en) | Systems and methods for preparing and applying non-portland cement-based materials | |
| CN105236893B (en) | One kind mixes ultralight pearlite heat-insulation plate of iron tailings and preparation method thereof | |
| CN102992712A (en) | Method for preparing light thermal insulating panel by utilizing iron tailings | |
| CN104446190A (en) | Thermal-insulation and anti-corrosion aerated brick and preparation method thereof | |
| CN104402325B (en) | A kind of high strong strength self-compaction thermal insulation concrete | |
| CN106747632A (en) | A kind of phosphorus slag, flyash and ardealite foam concrete | |
| CN101811846A (en) | Polymer vitrified microsphere building heat-insulating mortar | |
| CN107365132B (en) | Bottom layer plastering mortar and preparation method thereof | |
| CN110154227A (en) | A kind of environmental protection energy-saving waterproof type wall material and production method thereof for prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140101 |
|
| WD01 | Invention patent application deemed withdrawn after publication |