CN105236845A - Sheet-like building composite material shaping method - Google Patents
Sheet-like building composite material shaping method Download PDFInfo
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- CN105236845A CN105236845A CN201510534918.9A CN201510534918A CN105236845A CN 105236845 A CN105236845 A CN 105236845A CN 201510534918 A CN201510534918 A CN 201510534918A CN 105236845 A CN105236845 A CN 105236845A
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- 238000000034 method Methods 0.000 title claims abstract description 52
- 239000002131 composite material Substances 0.000 title claims abstract description 43
- 238000007493 shaping process Methods 0.000 title claims abstract description 25
- 239000000463 material Substances 0.000 claims abstract description 63
- 239000004566 building material Substances 0.000 claims abstract description 24
- 239000011449 brick Substances 0.000 claims abstract description 20
- 239000002994 raw material Substances 0.000 claims abstract description 15
- 239000000203 mixture Substances 0.000 claims abstract description 8
- 238000012423 maintenance Methods 0.000 claims abstract description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 5
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 5
- 241001330002 Bambuseae Species 0.000 claims abstract description 5
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 5
- 241000923606 Schistes Species 0.000 claims abstract description 5
- 239000011425 bamboo Substances 0.000 claims abstract description 5
- 239000007767 bonding agent Substances 0.000 claims description 19
- 230000002787 reinforcement Effects 0.000 claims description 16
- 239000000706 filtrate Substances 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 9
- 239000001095 magnesium carbonate Substances 0.000 claims description 8
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 claims description 8
- 229910000021 magnesium carbonate Inorganic materials 0.000 claims description 8
- 235000014380 magnesium carbonate Nutrition 0.000 claims description 8
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 6
- 239000011707 mineral Substances 0.000 claims description 6
- 235000010755 mineral Nutrition 0.000 claims description 6
- 239000003245 coal Substances 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 5
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical group [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 4
- 230000001413 cellular effect Effects 0.000 claims description 4
- 229910052571 earthenware Inorganic materials 0.000 claims description 4
- 239000012634 fragment Substances 0.000 claims description 4
- 229960001708 magnesium carbonate Drugs 0.000 claims description 4
- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 claims description 3
- 239000000347 magnesium hydroxide Substances 0.000 claims description 3
- 229910001862 magnesium hydroxide Inorganic materials 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 3
- 239000002699 waste material Substances 0.000 abstract description 10
- 239000004568 cement Substances 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000002156 mixing Methods 0.000 abstract description 4
- 239000011230 binding agent Substances 0.000 abstract description 3
- 238000003825 pressing Methods 0.000 abstract description 3
- 239000000919 ceramic Substances 0.000 abstract description 2
- 238000011282 treatment Methods 0.000 abstract description 2
- 238000009736 wetting Methods 0.000 abstract description 2
- 229920001971 elastomer Polymers 0.000 abstract 1
- 239000000806 elastomer Substances 0.000 abstract 1
- 238000011031 large-scale manufacturing process Methods 0.000 abstract 1
- 238000005245 sintering Methods 0.000 abstract 1
- 238000005303 weighing Methods 0.000 abstract 1
- 150000001875 compounds Chemical class 0.000 description 7
- 229910052602 gypsum Inorganic materials 0.000 description 7
- 239000010440 gypsum Substances 0.000 description 7
- 239000011159 matrix material Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000013467 fragmentation Methods 0.000 description 4
- 238000006062 fragmentation reaction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000002708 enhancing effect Effects 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000003786 synthesis reaction Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011068 loading method Methods 0.000 description 2
- 238000005461 lubrication Methods 0.000 description 2
- 239000000395 magnesium oxide Substances 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- TVZPLCNGKSPOJA-UHFFFAOYSA-N copper zinc Chemical compound [Cu].[Zn] TVZPLCNGKSPOJA-UHFFFAOYSA-N 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Laminated Bodies (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a sheet-like building composite material shaping method includes the following steps: (A) weighing raw materials comprising a sheet-like reinforcing aggregate and a binding agent, wherein the sheet-like reinforcing aggregate is a mixture composed of one or more than two from shell which are stored for long time, crushed ceramic bricks, crushed bamboo and laminar schist, and the binding agent is a powdery building cement material; (B) mixing the raw materials to obtain a dry mixture material; (C) feeding the dry mixture material to a started horizontal vibrate-compactor and vibrating the dry mixture material at the same time, and performing intermittent elastomer point-pressing and wetting treatments; and (D) finally performing maintenance shaping at normal temperature or performing sintering shaping at a high temperature to obtain the bulk composite building material. Compared with a method in the prior art, the conventional shaping method of a sheet-like composite material is changed, so that waste high-strength sheet-like material is subjected to composite shaping to produce the building composite material. The method achieves effective utilization of large quantity of wastes, greatly reduces the cost of building composite materials, allows mechanized large-scale production and is low in labor intensity.
Description
Technical field
The present invention relates to a kind of forming method, particularly a kind of forming method of sheet composite building material.
Background technology
Flaky composite material typically refers to and uses flaky material for strengthening the matrix material of aggregate, and this multiple shape matrix material, because of the existence of flaky material, has the difficult problem that the shaping difficulty of compound is larger.Now comparatively common forming method has two kinds, and one is overlay technique, and another is SMC sheet die press technology for forming.
The concrete operations of overlay technique are: by some flaky material coatings or impregnated web, last roll-in or superimposed accumulation shaping, this overlay technique be mainly used in glass reinforced plastic and ancient times sea oyster shell body of wall making, but this kind of molding mode has making slowly, workman's participation amount is large, the defect that labor strength is large.
The concrete operations of SMC sheet die press technology for forming are: take out for subsequent use after flaky material preimpregnation base-material, by heat-treating profiled for its mold pressing time shaping.If State Intellectual Property Office is disclosed on 08 13rd, 2014, publication number is the SMC die press technology for forming of the Discussion on architecture Angle formwork of 103978614A, its key step comprises: step 10, SMC material is cut into the sheet material of certain size and weight according to the size of interior external angle template mould, and described SMC material is the shaping composite wood of sheet based on unsaturated polyyester; Step 20, by reinforced requirement, the SMC material that cuts is reinforced in interior external angle template mould; Step 30, the SMC material in interior external angle template mould is made to carry out compression molding under certain pressure and temperature; Step 40, die sinking get goods.
Flaky material can be obtained by above-mentioned two kinds of forming methods and all need that there is the high feature of a certain specific direction intensity, but require the soft resistance to compression of flaky material simultaneously, otherwise sheet material fragmentation during shaping pressurized, lose enhancement, then some common high-strength sheet material such as waste materials such as shell, shale sheet cannot be used for the shaping of flaky composite material.
A few days ago, composite building material commonly uses glass-fiber-fabric, the materials such as glass bundle, reinforcing bar are as enhancing skeleton, but common to there is cost high, needs manual manufacture, the problem that labour intensity is high, because of the restriction of the composite forming method of flaky material, cause above-mentioned high-strength sheet material cannot, as composite building material, cause resource to waste in a large number as waste materials such as shell, shale sheets, the call of national resources recycling cannot be responded.Building block etc. common at present there is not yet the application of flaky composite material, unsatisfactory in intensity.
In view of this, the present inventor furthers investigate the problems referred to above, then produces in this case.
Summary of the invention
The object of this invention is to provide a kind of forming method of sheet composite building material, it can solve existing high-strength sheet material such as the waste materials such as shell, shale sheet cannot be shaping as sheet composite building material, cause the problem of the wasting of resources, and the make efficiency overcoming the existence of traditional flake composite forming method is low, the problem that workman's participation amount is many.
To achieve these goals, the present invention adopts following technical scheme:
A forming method for sheet composite building material, is prepared from as follows:
One, prepare burden: take raw material, raw material comprises flake reinforcement aggregate and bonding agent, above-mentioned flake reinforcement aggregate is be long placed in the mixture of one or two or more kinds in shell, broken earthenware brick, bamboo wood fragment and thin layer schist, and above-mentioned bonding agent is building cementing material, in Powdered;
Two, be uniformly mixed: raw material step one taken mixes, and obtains mixed dry material;
Three, jolt ramming:
A) on the shaking table of horizontal shaker recessed have be provided with some die holes in cellular arrangement, the bag that each die hole inner sleeve its upper end intrinsic is opening-like,
B) horizontal shaker is started, the mixed dry material of step 2 is added in bag gradually, carry out feeding in raw material while horizontal jolt ramming, intermittently adopt elastomerics to press downwards to the mixed dry material in bag simultaneously, reinforced jolt ramming process discontinuous carries out moist curing to the bag with mixed dry material, finally forms block;
Four, shaping: first bag to be taken out from horizontal shaker, carry out maintenance afterwards at normal temperatures shaping or at high temperature carry out sinter molding, obtain block composite architectural materials.
The parts by weight of the flake reinforcement aggregate of above-mentioned steps one are 30-60, and the parts by weight of above-mentioned bonding agent are 40-70, and above-mentioned bonding agent is terra alba.
The raw material of above-mentioned steps one also includes fine aggregate, and the parts by weight of above-mentioned flake reinforcement aggregate are 20-60, and the parts by weight of above-mentioned fine aggregate are 20-50, and the parts by weight of above-mentioned bonding agent are 5-30.
Above-mentioned fine aggregate is light fine aggregate.
Above-mentioned fine aggregate is mixed by the weakly alkaline porous mineral of 5-50 weight part and the carbonaceous filtrate of 0-45 weight part and forms, above-mentioned Alkaline porous mineral are the one in porous magnesiumcarbonate, porous magnesium hydroxide and basic slag, and above-mentioned carbonaceous filtrate is the one in gac, sulphonated coal.
The forming method of a kind of sheet composite building material of the present invention, it adopts horizontal jolt ramming mode, and adopt elastomerics to carry out intermittent type longitudinally to press, flaky material can be made substantially to lie low superposition, fragmentation can not be caused to flaky material, and bonding agent can be made to meet water multiviscosisty to the moistening process of bag in loading level jolt ramming process, make the compound in non-woven bag can not continue parallel mode under the vibration of horizontal shaker to slide, the compound in non-woven bag so can be enable to be summed into finished product compared with heavy thickness, and be filled with fine aggregate in the superposition slot of flaky material, shaping composite building material is made to have higher anti-pressure ability in vertical direction.Compared with prior art, that it changes the forming method of traditional flake matrix material, can realize that composite molding is carried out to the high-strength sheet material not easily utilized at present and go out the multiple material of building, a large amount of wastes is utilized effectively, avoid the waste of resource, that can number answer national resources to recycle number should, and greatly reduce the cost of composite building material, traditional architecture matrix material is avoided to adopt glass-fiber-fabric, glass bundle, the problem that the materials such as reinforcing bar cause cost high as enhancing skeleton, and the large production of mechanize can be adopted, workman's participation amount is little, greatly reduce labor strength, the appearance of this forming method can bring huge economic worth and environment protection significance.
Embodiment
The forming method of a kind of sheet composite building material of the present invention, embodiment one, is prepared from as follows:
One, prepare burden: the flake reinforcement aggregate taking 30-60 weight part, the bonding agent of 40-70 weight part; Wherein flake reinforcement aggregate is be long placed in the mixture of one or two or more kinds in shell, broken earthenware brick, bamboo wood fragment and thin layer schist, and bonding agent is building cementing material, in Powdered;
Two, be uniformly mixed: flake reinforcement aggregate step one taken and bonding agent are uniformly mixed, and obtain mixed dry material;
Three, jolt ramming:
A) on the shaking table of horizontal shaker recessed have be provided with some die holes in cellular arrangement, the bag that each die hole internal fixtion has its upper end opening-like,
B) horizontal shaker is started, the mixed dry material of step 2 is added in bag gradually, carry out feeding in raw material while horizontal jolt ramming, reinforced jolt ramming process discontinuous formula ground adopts elastomerics to press downwards to the mixed dry material in bag, meanwhile, carries out moist curing in reinforced jolt ramming process discontinuous to the bag with mixed dry material, reinforced jolt ramming again after lubrication, so repeatedly, until reach pre-determined thickness, finally block is formed;
Four, shaping: first bag to be taken out from horizontal shaker, carry out maintenance afterwards at normal temperatures shaping or at high temperature carry out sinter molding, obtain block composite architectural materials.
In this embodiment, what this bonding agent preferably adopted is terra alba.
In this embodiment, elastomerics optimum can adopt rubber-bag, also can adopt other common elastomericss.
In this embodiment, flake reinforcement aggregate also can adopt the natural large-scale flaky material that intensity is high.
In this embodiment, the moist curing of step 3 can adopt by lower and under spray process.
The molding mode of this embodiment one is specifically addressed by following case study on implementation:
For the making of high-strength gypsum block, concrete operations are as follows, use beach to wash battle field and be long placed in extra large oyster shell 60 weight part, and its size is not from 1 square centimeter to 50 square centimeters etc.; Admixture terra alba 40 weight part, the bag putting into the horizontal shaker of unlatching after simple mixing carries out feeding in raw material while jolt ramming, and steply downward elastomerics is carried out to the compound in bag press, reinforced jolt ramming process intermittently carries out moist curing to bag entirety water to make it to fix and does not slide, i.e. wetting reinforced jolt ramming again after reinforced jolt ramming, so repeatedly, until reach pre-determined thickness; Outside taking-up bag, and it is shaping to carry out maintenance at normal temperatures, the forming blocks in shaping rear taking-up bag is outer, and cuts forming blocks, can form gypsum block.
The gypsum block that the gypsum block of being made by aforesaid method and ordinary method are made is carried out test and can be obtained, the gypsum block of this forming method is adopted to keep the moisture absorption ability of the gypsum block of ordinary method equally, and substantially indeformable after the moisture absorption, folding strength is far above the gypsum block of ordinary method.
The forming method of a kind of sheet composite building material of the present invention, embodiment two, is prepared from as follows:
One, prepare burden: the flake reinforcement aggregate taking 20-60 weight part, the fine aggregate of 20-50 weight part and the bonding agent of 5-30 weight part; Wherein flake reinforcement aggregate is be long placed in the mixture of one or two or more kinds in shell, broken earthenware brick, bamboo wood fragment and thin layer schist, and bonding agent is building cementing material, in Powdered;
Two, be uniformly mixed: the flake reinforcement aggregate, fine aggregate and the bonding agent that step one are taken are uniformly mixed, and obtain mixed dry material;
Three, jolt ramming:
A) on the shaking table of horizontal shaker recessed have be provided with some die holes in cellular arrangement, the bag that each die hole internal fixtion has its upper end opening-like,
B) horizontal shaker is started, the mixed dry material of step 2 is added in bag gradually, carry out feeding in raw material while horizontal jolt ramming, reinforced jolt ramming process discontinuous formula ground adopts elastomerics to press downwards to the mixed dry material in bag, meanwhile, carries out moist curing in reinforced jolt ramming process discontinuous to the bag with mixed dry material, reinforced jolt ramming again after lubrication, so repeatedly, until reach pre-determined thickness, finally block is formed;
Four, shaping: first bag to be taken out from horizontal shaker, carry out maintenance afterwards at normal temperatures shaping or at high temperature carry out sinter molding, obtain block composite architectural materials.
The formula of this embodiment two is generally used for Calucium Silicate powder sheet composite building material, magnesite sheet composite building material, various cement class sheet composite architectural materials.
In this embodiment, this fine aggregate is conventional light fine aggregate.
In this embodiment, fine aggregate also can be made up of the carbonaceous filtrate mixing of the weakly alkaline porous mineral of 5-50 weight part and 0-45 weight part, wherein Alkaline porous mineral are the one in porous magnesiumcarbonate, porous magnesium hydroxide and basic slag, carbonaceous filtrate is the one in gac, sulphonated coal, adopts the fine aggregate of this type to be generally used for having the sheet composite building material catching pollutent function.
In this embodiment, elastomerics optimum can adopt rubber-bag, also can adopt other common elastomericss.
In this embodiment, flake reinforcement aggregate also can adopt the natural large-scale flaky material that intensity is high.
In this embodiment, the moist curing of step 3 can adopt by lower and under spray process.
The molding mode of this embodiment two is specifically addressed by following case study on implementation:
For the making of new function water-permeable brick, concrete operations are as follows, and taking its particle diameter is 0.5-20cm
2the old shell in beach, its particle diameter is the synthesis magnesite (this synthesis magnesite is the system material of porous magnesiumcarbonate lump fragmentation) of 0.1-2mm, its particle diameter is the sulphonated coal filtrate of 2-4mm, and magnesia oxychloride cement, wherein: be 100 parts in filtrate gross weight, the old shell in beach is 40 parts, synthesis magnesite is 25 parts, sulphonated coal filtrate is 25 parts, magnesia oxychloride cement is 10 parts, the non-woven bag putting into the horizontal shaker of unlatching after simple mixing carries out the jolt ramming of reinforced limit, and steply downward elastomerics is carried out to the compound in bag press, reinforced jolt ramming process intermittently carries out moist curing to non-woven bag entirety water to make it to fix and does not slide, so repeatedly, until take out from horizontal shaker after reaching pre-determined thickness, and carry out binder maintenance 3 days aftershapings at normal temperature, obtain block prefabricated component, the pearl cotton-padded covering that it has one deck organic-flocculation oxidant layer put into by this prefabricated component, dry, fills in the through hole of grass-planting brick, obtain water-permeable brick after drying, or on filter member outer directly concrete perfusion formed in situ water-permeable brick and even straight forming road surface.
The water-permeable brick that Urban Rain pavement runoff sampling in spring sample is implemented obtained by this case study on implementation is tested, show this water-permeable brick can high permeable speed and remove 85% suspended substance of sample, 70%COD, plumbous zinc-copper element clearance be respectively 83%, 71%, 52%.So visible, the suspended substance of this water-permeable brick, COD, heavy metal removing rate are apparently higher than conventional cement water-permeable brick, ceramic water-permeable brick, resin water-permeable brick and grass-planting brick.Separately, adopt 5 tons of automobiles to roll the water-permeable brick of rear the present embodiment one without breakage, PE Foam bag uses high heel shoes to step on without observable depression, and walking is without pressing against feel, and in application process, this filter member can extract replacing if desired; As can be seen here, adopt the water-permeable brick obtained by forming method of the present invention, its effect is much better than the effect of traditional water-permeable brick, and has the sewage treatment function that traditional water-permeable brick do not have.
In sum, the forming method of a kind of sheet composite building material of the present invention, it adopts horizontal jolt ramming mode, and adopt elastomerics to press, flaky material can be made substantially to lie low superposition, fragmentation can not be caused to flaky material, and bonding agent can be made to meet water multiviscosisty to the moistening process of bag in loading level jolt ramming process, make the compound in bag can not continue parallel mode under the vibration of horizontal shaker to slide, the compound in bag so can be enable to be summed into finished product compared with heavy thickness, and be filled with fine aggregate in the superposition slot of flaky material, shaping composite building material is made to have higher anti-pressure ability in vertical direction.Compared with prior art, that it changes the forming method of traditional flake matrix material, can realize that composite molding is carried out to discarded high-strength sheet material and go out the multiple material of building, a large amount of wastes is utilized effectively, avoid the waste of resource, that can number answer national resources to recycle number should, and greatly reduce the cost of composite building material, traditional architecture matrix material is avoided to adopt glass-fiber-fabric, glass bundle, the problem that the materials such as reinforcing bar cause cost high as enhancing skeleton, and the large production of mechanize can be adopted, workman's participation amount is little, greatly reduce labor strength, the appearance of this forming method can bring huge economic worth and environment protection significance.
Above-described embodiment non-limiting method of the present invention, any person of an ordinary skill in the technical field, to its suitable change done or modification, all should be considered as not departing from patent category of the present invention.
Claims (5)
1. a forming method for sheet composite building material, is characterized in that: be prepared from as follows:
One, prepare burden: take raw material, raw material comprises flake reinforcement aggregate and bonding agent, above-mentioned flake reinforcement aggregate is be long placed in the mixture of one or two or more kinds in shell, broken earthenware brick, bamboo wood fragment and thin layer schist, and above-mentioned bonding agent is building cementing material, in Powdered;
Two, be uniformly mixed: raw material step one taken mixes, and obtains mixed dry material;
Three, jolt ramming:
A) on the shaking table of horizontal shaker recessed have be provided with some die holes in cellular arrangement, the bag that each die hole inner sleeve its upper end intrinsic is opening-like,
B) horizontal shaker is started, the mixed dry material of step 2 is added in bag gradually, carry out feeding in raw material while horizontal jolt ramming, intermittently adopt elastomerics to press downwards to the mixed dry material in bag simultaneously, reinforced jolt ramming process discontinuous carries out moist curing to the bag with mixed dry material, finally forms block;
Four, shaping: first bag to be taken out from horizontal shaker, carry out maintenance afterwards at normal temperatures shaping or at high temperature carry out sinter molding, obtain block composite architectural materials.
2. the forming method of a kind of sheet composite building material according to claim 1, is characterized in that: the parts by weight of the flake reinforcement aggregate of above-mentioned steps one are 30-60, and the parts by weight of above-mentioned bonding agent are 40-70, and above-mentioned bonding agent is terra alba.
3. the forming method of a kind of sheet composite building material according to claim 1, it is characterized in that: the raw material of above-mentioned steps one also includes fine aggregate, the parts by weight of above-mentioned flake reinforcement aggregate are 20-60, the parts by weight of above-mentioned fine aggregate are 20-50, and the parts by weight of above-mentioned bonding agent are 5-30.
4. the forming method of a kind of sheet composite building material according to claim 3, is characterized in that: above-mentioned fine aggregate is light fine aggregate.
5. the forming method of a kind of sheet composite building material according to claim 3, it is characterized in that: above-mentioned fine aggregate is mixed by the weakly alkaline porous mineral of 5-50 weight part and the carbonaceous filtrate of 0-45 weight part and forms, above-mentioned Alkaline porous mineral are the one in porous magnesiumcarbonate, porous magnesium hydroxide and basic slag, and above-mentioned carbonaceous filtrate is the one in gac, sulphonated coal.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109227890A (en) * | 2018-10-18 | 2019-01-18 | 天津市静搏轻型建材有限公司 | A kind of Novel block brick processing technology |
| CN110315781A (en) * | 2019-06-30 | 2019-10-11 | 德州瑞拓通风设备有限公司 | A kind of glass-magnesium composite plate waste recovery reuse method and products thereof |
| CN110869208A (en) * | 2017-05-31 | 2020-03-06 | 汉田大学产学协力机构 | Method for manufacturing light high-strength material by using intermediate fragments of shells |
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| CN104528906A (en) * | 2014-12-31 | 2015-04-22 | 泉州师范学院 | Bottom mud passivation system suitable for aquatic ecological reconstruction and construction technology thereof |
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| CN1273956A (en) * | 2000-06-14 | 2000-11-22 | 孙景宽 | Decorative colour composite tile of powder coal ash and its production technology |
| JP2005060177A (en) * | 2003-08-15 | 2005-03-10 | Yasuo Iyoda | Lightweight concrete containing inorganic foamed body and charcoal |
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| CN103132483A (en) * | 2013-01-31 | 2013-06-05 | 东莞市粤源包装有限公司 | Light brick capable of purifying water quality and manufacture method thereof |
| CN104528906A (en) * | 2014-12-31 | 2015-04-22 | 泉州师范学院 | Bottom mud passivation system suitable for aquatic ecological reconstruction and construction technology thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110869208A (en) * | 2017-05-31 | 2020-03-06 | 汉田大学产学协力机构 | Method for manufacturing light high-strength material by using intermediate fragments of shells |
| CN109227890A (en) * | 2018-10-18 | 2019-01-18 | 天津市静搏轻型建材有限公司 | A kind of Novel block brick processing technology |
| CN110315781A (en) * | 2019-06-30 | 2019-10-11 | 德州瑞拓通风设备有限公司 | A kind of glass-magnesium composite plate waste recovery reuse method and products thereof |
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| CN105236845B (en) | 2017-10-17 |
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