CN106631111A - Aerated concrete slab and manufacturing method thereof - Google Patents
Aerated concrete slab and manufacturing method thereof Download PDFInfo
- Publication number
- CN106631111A CN106631111A CN201611241244.4A CN201611241244A CN106631111A CN 106631111 A CN106631111 A CN 106631111A CN 201611241244 A CN201611241244 A CN 201611241244A CN 106631111 A CN106631111 A CN 106631111A
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- China
- Prior art keywords
- parts
- aerated concrete
- transverse
- transverse steel
- vertical reinforcement
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- Pending
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/28—Fire resistance, i.e. materials resistant to accidental fires or high temperatures
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/40—Porous or lightweight materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to the field of aerated concrete. An aerated concrete slab is characterized in that the aerated concrete slab is embedded on the wall for hanging heavy objects; transverse steel bars and vertical steel bars are embedded inside the aerated concrete slab. The aerated concrete slab is prepared from the following raw materials in parts by mass: 53 to 89 parts of fly ash, 30 to 90 parts of sand, 10 to 26 parts of quicklime, 0.5 to 1.7 parts of desulfurized gypsum, 0.05 to 0.15 part of aluminum powder, 0.5 to 2 parts of additives and 5 to 14 parts of cement. The aerated concrete slab provided by the invention has the advantages that the single point hanging force is greater than 1500 N; the hanging requirements of various heavy objects in the prior art can be met.
Description
Technical field
The present invention relates to air entrained concrete field.
Background technology
2016 the beginning of the year State Council print and distribute《State Council of the Central Committee of the Communist Party of China is with regard to further strengthening urban planning and development control work
The some suggestions made》In clearly propose, China will greatly develop assembled architecture, to lift construction quality, the reduction of erection time, benefit
Common people.The 2016 Nian9Yue30 Information Office of the State Council put into effect《Instruction with regard to greatly developing assembled architecture》Suggestion is explicitly pointed out
Assembled architecture is set to account for more than the 30% of newly-increased building with the time of 10 years, assembled architecture main thought is tied using shear wall
Structure, replaces bricklay with steel concrete wall as far as possible, and internal partition wall is assembled using Aerated Concrete plate, and using aluminum alloy pattern plate template assembly is carried out,
Effectively lift wall quality and reduce waste of material.
Although ordinary air-entrained concrete plate single-point hanging force has been lifted compared with ordinary air-entrained concrete building block（Single-point hanging force
≥800N）But can not still meet the hanging requirement of site operation and later stage finishing.In order that aerated concrete panel is preferably full
Sufficient customer demand exploitation hanging force strengthens aerated concrete panel（Single-point hanging force >=1200N）To meet wallboard installation, and later stage
Anti-theft door and window in fitment process, water heater, lampblack absorber, built-in wardrobe, television set, air-conditioning and other ornaments that need to hang installation hang
Hang and require.
The content of the invention
The technical problem to be solved is：How a kind of single-point hanging force >=1200N aerated concrete panels are provided.
The technical solution adopted in the present invention is：A kind of aerated concrete panel, the aerated concrete panel is embedded on wall
For hanging weight, the air entrained concrete intralamellar part is inlaid with transverse steel and vertical reinforcement, and first vertical reinforcement is apart from left side
Termination 10-15mm, last root vertical reinforcement is apart from right side termination 10-15mm, first vertical reinforcement and last root vertical steel
Many vertical reinforcements are filled between muscle, the minimum spacing between all adjacent vertical reinforcements is less than 600mm, first transverse steel
Apart from top termination 15-25mm, last root transverse steel apart from bottom termination 15-25mm, first transverse steel and last
Many transverse steels are filled between root transverse steel, the minimum spacing between all adjacent transverse reinforcing bars is less than 150mm, owns
Transverse steel and vertical reinforcement all adopt the cold-drawn bar of diameter 5-6mm, according to quality meter powder in the air entrained concrete board raw material
It is coal ash 53-89 parts, sand 30-90 parts, quick lime 10-26 parts, desulfurated plaster 0.5-1.7 parts, aluminium powder 0.05-0.15 parts, additional
Agent 0.5-2 parts, cement 5-14 parts.
As a kind of preferred embodiment：Flyash is less than 30% according to 0.045mm screen over-sizes fineness；Clay content is less than in sand
5%, fineness is less than 20% according to 0.045mm screen over-sizes；In quick lime the content of free calcium oxide according to mass percent 65% with
On, digestion condition >=70 DEG C, 12 ~ 16min of oxidation rate, ball milling fineness is 10-13% according to 0.088mm screen over-sizes；In aluminium powder
According to mass percent active aluminium content >=90%；Additive is by polycarboxylic acids, pine nut ammonia soap, triethanolamine, water, by 2:1:1:6
Stir after mass ratio mixing.
As a kind of preferred embodiment：Weld together where transverse steel and vertical reinforcement are interlocked.
One kind makes aerated concrete panel method, according to quality meter by flyash 53-89 parts, sand 30-90 parts, quick lime
After 10-26 parts, desulfurated plaster 0.5-1.7 parts, aluminium powder 0.05-0.15 parts, additive 0.5-2 parts, cement 5-14 parts are well mixed,
The amount of half is poured into mould is first then placed in transverse steel and vertical reinforcement, finally again remaining half amount poured into mould
It is compacted in tool, conserves in the saturated vapor of 200 degrees Celsius of 1-2.5 atmospheric pressure and be as cold as room temperature naturally after 4-6 hours.
The invention has the beneficial effects as follows：The enhancing aerated concrete panel single-point hanging force that the present invention is provided is more than 1500N, energy
Enough hanging demands for meeting various weights at present.
Specific embodiment
Embodiment 1
The position for installing TV is needed to inlay aerated concrete panel in house interior, the aerated concrete panel is embedded on wall and uses
In hanging large-scale wall hung television, the air entrained concrete intralamellar part is inlaid with transverse steel and vertical reinforcement, first vertical reinforcement away from
From left side termination 15mm, last root vertical reinforcement is apart from right side termination 15mm, first vertical reinforcement and last root vertical steel
1 vertical reinforcement is filled between muscle, the spacing between all adjacent vertical reinforcements is 500mm, and first transverse steel distance is pushed up
Portion termination 20mm, last root transverse steel apart from bottom termination 20mm, first transverse steel and last root transverse steel it
Between be filled with 3 transverse steels, the spacing between all adjacent transverse reinforcing bars be 150mm, all transverse steels and vertical reinforcement
All using the cold-drawn bar of diameter 5mm, according to quality meter flyash 53-89 parts, sand 30-90 in the air entrained concrete board raw material
Part, quick lime 10-26 parts, desulfurated plaster 0.5-1.7 parts, aluminium powder 0.05-0.15 parts, additive 0.5-2 parts, cement 5-14 parts.
There is aerated concrete panel superior insulated fire performance, sound insulation function can be widely applied to concrete, steel knot
The civil buildings such as the industrial buildings such as structure and hotel, school, hotel, office building, business, house；Including party wall, indoor separation
The bodies of wall such as wall, toilet and kitchen partition wall, but existing aerated concrete panel hanging force deficiency becomes the key of its development of restriction
Factor, the successful exploitation of aerated concrete panel of the present invention makes the market prospects of aerated concrete panel more wide, and Jing is adjusted
Hanging force strengthens plate folk prescription cost and increases by 150 yuan/m3 compared with ordinary air-entrained concrete plate, but selling price is compared with ordinary air-entrained concrete
Plate hight goes out 300-450 units/m3, and existing market is higher to the product degree of recognition, and without production capacity, therefore the product has for remaining enterprise
There is the higher market competitiveness, producing per year by company there are 10,000 m3 hanging forces to strengthen plate calculating in 100,000 m3 aerated concrete panels, every year
Ten thousand yuan of direct economic benefit 150-300 can be created, the m3/ of aerated concrete panel market consumption increase about 10,000 after new product development,
Yuan/year of economy about 2,000,000 is created, yuan/year of economic benefit 350-500 ten thousand is created altogether in the to sum up exploitation of hanging force enhancing plate.
Embodiment 2
A kind of method for making aerated concrete panel, according to quality meter by 55 parts of flyash（It is little according to 0.045mm screen over-size fineness
In 30%）, 60 parts of sand（Using river sand or CHARACTERISTICS OF TAILINGS SAND, clay content is less than 5% in sand, and fineness is little according to 0.045mm screen over-sizes
In 20%）, 20 parts of quick lime（The content of free calcium oxide more than 65%, digestion condition >=70 DEG C, 12 ~ 16min of oxidation rate, ball milling
Fineness 10-13%（0.088mm screen over-sizes））, 1 part of desulfurated plaster, 0.1 part of aluminium powder（Active aluminium content >=90%）, 1 part of additive
（Polycarboxylic acids, pine nut ammonia soap, triethanolamine, water, by 2:1:1:6 ratios are stirred evenly）, 10 parts of cement（Pm425）After being well mixed,
The amount of half is poured into mould is first then placed in transverse steel and vertical reinforcement, finally again remaining half amount poured into mould
It is compacted in tool, conserves in the saturated vapor of 200 degrees Celsius of 1-2.5 atmospheric pressure and be as cold as room temperature naturally after 4-6 hours.
Claims (3)
1. a kind of aerated concrete panel, it is characterised in that：The aerated concrete panel is embedded on wall to be used to hang weight, should be added
Transverse steel and vertical reinforcement are inlaid with inside gas concrete slab, first vertical reinforcement apart from left side termination 10-15mm, last
Root vertical reinforcement is perpendicular filled with many between right side termination 10-15mm, first vertical reinforcement and last root vertical reinforcement
To reinforcing bar, the minimum spacing between all adjacent vertical reinforcements is less than 600mm, and first transverse steel is apart from top termination 15-
25mm, last root transverse steel is filled out between bottom termination 15-25mm, first transverse steel and last root transverse steel
Filled with many transverse steels, the minimum spacing between all adjacent transverse reinforcing bars is less than 150mm, all transverse steels and vertical steel
Muscle all adopts the cold-drawn bar of diameter 5-6mm, according to quality meter flyash 53-89 parts, sand in the air entrained concrete board raw material
30-90 parts, quick lime 10-26 parts, desulfurated plaster 0.5-1.7 parts, aluminium powder 0.05-0.15 parts, additive 0.5-2 parts, cement 5-
14 parts.
2. a kind of aerated concrete panel according to claim 1, it is characterised in that：Flyash is according to 0.045mm screen over-sizes
Fineness is less than 30%；Clay content is less than 5% in sand, and fineness is less than 20% according to 0.045mm screen over-sizes；The efficient oxidation in quick lime
Calcium content according to mass percent more than 65%, digestion condition >=70 DEG C, 12 ~ 16min of oxidation rate, ball milling fineness according to
0.088mm screen over-sizes are 10-13%；According to mass percent active aluminium content >=90% in aluminium powder；Additive be by polycarboxylic acids,
Pine nut ammonia soap, triethanolamine, water, by 2:1:1:Stir after the mixing of 6 mass ratioes.
3. a kind of aerated concrete panel method made described in claim 1, it is characterised in that：According to quality meter by flyash
53-89 parts, sand 30-90 parts, quick lime 10-26 parts, desulfurated plaster 0.5-1.7 parts, aluminium powder 0.05-0.15 parts, additive
After 0.5-2 parts, cement 5-14 parts are well mixed, the amount of half are poured into mould be then placed in transverse steel and vertical steel first
Muscle, finally pours remaining half amount in mould into again and is compacted, and supports in the saturated vapor of 200 degrees Celsius of 1-2.5 atmospheric pressure
Room temperature is as cold as naturally after shield 4-6 hours.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611241244.4A CN106631111A (en) | 2016-12-29 | 2016-12-29 | Aerated concrete slab and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611241244.4A CN106631111A (en) | 2016-12-29 | 2016-12-29 | Aerated concrete slab and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106631111A true CN106631111A (en) | 2017-05-10 |
Family
ID=58836549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611241244.4A Pending CN106631111A (en) | 2016-12-29 | 2016-12-29 | Aerated concrete slab and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106631111A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101077830A (en) * | 2006-05-23 | 2007-11-28 | 苏笮斌 | Concrete impact-resistant wearable agent composition and preparation method thereof |
| CN103396072A (en) * | 2013-08-08 | 2013-11-20 | 太原钢铁(集团)有限公司 | Autoclaved fly ash aerated concrete blank manufacturing method |
| CN103396155A (en) * | 2013-07-22 | 2013-11-20 | 太原钢铁(集团)有限公司 | Aerated concrete block and preparation method thereof |
| CN103711229A (en) * | 2012-10-08 | 2014-04-09 | 中国石油化工集团公司 | Method of allocating rebars in reinforced concrete anti-explosion wall body |
| CN103981987A (en) * | 2014-05-30 | 2014-08-13 | 王睿敏 | Hollow composite floor slab and construction method thereof |
| CN203821625U (en) * | 2014-03-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Fiber cloth-reinforced mortar-free reinforced masonry shear wall |
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
| CN105128144A (en) * | 2014-06-07 | 2015-12-09 | 湖州汇能新材料科技有限公司 | Novel rebar net frame positioning mechanism of sand aerated concrete slab |
| CN105507452A (en) * | 2016-02-03 | 2016-04-20 | 兰西县农饮供水市政工程有限公司 | Lightweight heat insulation and decoration integrated wall with concrete inside and construction method thereof |
| CN106045559A (en) * | 2016-06-02 | 2016-10-26 | 湖州汇能新材料科技有限公司 | Aerated concrete slab preparation method |
-
2016
- 2016-12-29 CN CN201611241244.4A patent/CN106631111A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101077830A (en) * | 2006-05-23 | 2007-11-28 | 苏笮斌 | Concrete impact-resistant wearable agent composition and preparation method thereof |
| CN103711229A (en) * | 2012-10-08 | 2014-04-09 | 中国石油化工集团公司 | Method of allocating rebars in reinforced concrete anti-explosion wall body |
| CN103396155A (en) * | 2013-07-22 | 2013-11-20 | 太原钢铁(集团)有限公司 | Aerated concrete block and preparation method thereof |
| CN103396072A (en) * | 2013-08-08 | 2013-11-20 | 太原钢铁(集团)有限公司 | Autoclaved fly ash aerated concrete blank manufacturing method |
| CN203821625U (en) * | 2014-03-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Fiber cloth-reinforced mortar-free reinforced masonry shear wall |
| CN103981987A (en) * | 2014-05-30 | 2014-08-13 | 王睿敏 | Hollow composite floor slab and construction method thereof |
| CN105128144A (en) * | 2014-06-07 | 2015-12-09 | 湖州汇能新材料科技有限公司 | Novel rebar net frame positioning mechanism of sand aerated concrete slab |
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
| CN105507452A (en) * | 2016-02-03 | 2016-04-20 | 兰西县农饮供水市政工程有限公司 | Lightweight heat insulation and decoration integrated wall with concrete inside and construction method thereof |
| CN106045559A (en) * | 2016-06-02 | 2016-10-26 | 湖州汇能新材料科技有限公司 | Aerated concrete slab preparation method |
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Application publication date: 20170510 |