CN115010429A - Mortar material suitable for robot brick laying and preparation method thereof - Google Patents
Mortar material suitable for robot brick laying and preparation method thereof Download PDFInfo
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 110
- 239000000463 material Substances 0.000 title claims abstract description 57
- 239000011449 brick Substances 0.000 title claims abstract description 36
- 238000002360 preparation method Methods 0.000 title abstract description 10
- 239000004568 cement Substances 0.000 claims abstract description 36
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000000843 powder Substances 0.000 claims abstract description 21
- 229910021487 silica fume Inorganic materials 0.000 claims abstract description 21
- 239000003513 alkali Substances 0.000 claims abstract description 19
- 239000003112 inhibitor Substances 0.000 claims abstract description 19
- 239000004816 latex Substances 0.000 claims abstract description 19
- 229920000126 latex Polymers 0.000 claims abstract description 19
- 229920002678 cellulose Polymers 0.000 claims abstract description 14
- 239000001913 cellulose Substances 0.000 claims abstract description 14
- 239000002994 raw material Substances 0.000 claims abstract description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 46
- 239000004576 sand Substances 0.000 claims description 43
- 238000003756 stirring Methods 0.000 claims description 18
- 239000000839 emulsion Substances 0.000 claims description 13
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 claims description 13
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 claims description 13
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 claims description 13
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 11
- 239000002245 particle Substances 0.000 claims description 10
- 238000005303 weighing Methods 0.000 claims description 10
- 239000004743 Polypropylene Substances 0.000 claims description 8
- -1 polypropylene Polymers 0.000 claims description 8
- 229920001155 polypropylene Polymers 0.000 claims description 8
- 239000000835 fiber Substances 0.000 claims description 7
- 238000002156 mixing Methods 0.000 claims description 6
- 238000005086 pumping Methods 0.000 abstract description 6
- 239000011469 building brick Substances 0.000 abstract description 2
- 230000000052 comparative effect Effects 0.000 description 27
- 230000006641 stabilisation Effects 0.000 description 11
- 238000011105 stabilization Methods 0.000 description 11
- 230000008569 process Effects 0.000 description 8
- 239000004575 stone Substances 0.000 description 5
- 238000012360 testing method Methods 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 4
- 238000007599 discharging Methods 0.000 description 4
- 238000007580 dry-mixing Methods 0.000 description 4
- 239000011812 mixed powder Substances 0.000 description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 3
- 235000011941 Tilia x europaea Nutrition 0.000 description 3
- 238000006253 efflorescence Methods 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 3
- 239000004571 lime Substances 0.000 description 3
- 229920006254 polymer film Polymers 0.000 description 3
- 206010037844 rash Diseases 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 235000012239 silicon dioxide Nutrition 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000011431 lime mortar Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 2
- 229920004482 WACKER® Polymers 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000003463 adsorbent Substances 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 229910052681 coesite Inorganic materials 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 229910052906 cristobalite Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000000887 hydrating effect Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000000399 orthopedic effect Effects 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 229910052814 silicon oxide Inorganic materials 0.000 description 1
- 229910052682 stishovite Inorganic materials 0.000 description 1
- 229910052905 tridymite Inorganic materials 0.000 description 1
- 210000003462 vein Anatomy 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/06—Quartz; Sand
-
- 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
- C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B16/04—Macromolecular compounds
- C04B16/06—Macromolecular compounds fibrous
- C04B16/0616—Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B16/0625—Polyalkenes, e.g. polyethylene
- C04B16/0633—Polypropylene
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/146—Silica fume
-
- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/38—Polysaccharides or derivatives thereof
- C04B24/383—Cellulose or derivatives thereof
-
- 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
- C04B2111/00034—Physico-chemical characteristics of the mixtures
- C04B2111/00146—Sprayable or pumpable mixtures
-
- 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
- C04B2111/2023—Resistance against alkali-aggregate reaction
-
- 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
-
- 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
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Civil Engineering (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a mortar material suitable for robot brick laying and a preparation method thereof. The mortar material comprises the following raw materials in parts by weight: 8-26 parts of cement, 30-40 parts of dry-mixed mortar, 0.13-1.3 parts of cellulose, 0.1-1 part of redispersible latex powder, 0.8-1.2 parts of silica fume, 0.2-0.4 part of cement alkali inhibitor and 6-7 parts of water. The mortar material disclosed by the invention improves the bonding capacity and the pressure resistance of the mortar material through the reasonable proportion of cement, dry-mixed mortar, cellulose, redispersible latex powder, silica fume, a cement alkali inhibitor and water, has good pumping performance, and is suitable for being used for building bricks by robots.
Description
Technical Field
The invention relates to a mortar material suitable for robot brick laying and a preparation method thereof, belonging to the technical field of building materials.
Background
The masonry structure has the characteristics of higher strength and better durability compared with a wood structure, so that buildings built by the masonry structure have a long history and a large number in China.
The robot brick structure is used as a new technology for replacing the traditional manual brick laying process, and has the advantages of low time cost, high precision and the like. The connection mode and the space development direction among the brick bodies are changed based on the material characteristics of the unit brick bodies which are uniformly distributed, and more possibilities on structural performance are searched in the traditional method. The building of the brick wall in the blocks is realized step by step, and finally a stable and continuous brick wall sequence with strong visual impact is formed by splicing, so that the texture of the vertical face and the building quality are improved in scale and material process, and the association of site psychoplasty and environmental vein is realized. And the method is suitable for various different on-site construction conditions, and can accurately meet the construction requirements of the customized brick wall.
The masonry mortar is an important component of masonry, plays roles of bonding, lining and force transmission in a masonry structure, is a building product containing a cementing material (lime or cement), an aggregate (natural sand), an additive and an admixture, is formed by adding water into the materials and stirring, meets different compressive strength requirements, and has certain heat preservation and heat insulation properties. Its properties include workability, strength and cohesive force, and its performance indexes include mixing ratio, sand consistency, water-retaining property, layering degree and strength grade. These can all cause decisive influence to the brick structure process and the structural performance after whole wall shaping.
The existing masonry mortar can be roughly divided into three types due to different used raw materials, and the main raw materials of the cement mortar are cement and sand, so that the strength is high, but the workability is poor; the main raw materials of the lime mortar are lime and sand, the strength is low, but the workability is good, and the lime mortar can only be used for temporary building walls with low strength requirements; the cement lime mixed mortar has high strength and good workability, is a main mortar source for building various walls at present, but has the problems of height error, insufficient bonding strength and process adaptability caused by materials, environmental factors or equipment shaking in the mechanical arm building.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides the mortar material suitable for the brick laying of the robot and the preparation method thereof, which can realize continuous pumping transportation, stable extrusion and firm bonding of the mortar, improve the masonry efficiency of the robot and meet the requirements of beauty and strength of brick walls, so that the digital masonry of the brick walls by the robot can be efficiently applied to large-scale industrial production.
The invention is realized by the following technical scheme:
a mortar material suitable for robot brick laying comprises the following raw materials in parts by weight: 8-26 parts of cement, 30-40 parts of dry-mixed mortar, 0.13-1.3 parts of cellulose, 0.1-1 part of redispersible latex powder, 0.8-1.2 parts of silica fume, 0.2-0.4 part of cement alkali inhibitor and 6-7 parts of water.
Wherein the cement is ordinary silicic acid cement, and the type of the ordinary silicic acid cement is PO42.5 or PO 52.5.
Wherein the dry-mixed mortar is DM15 dry-mixed masonry mortar; the sand grain size and the aggregate grain size are screened to different degrees according to the height requirement of a mortar layer. The 4mm mortar layer is made of fine sand with the sand grain diameter of 0.25mm, and the caliber of the stone aggregate filter screen is less than 2 mm; the 6mm mortar layer is made of medium sand with the sand grain diameter of 0.5mm and the aperture of the stone aggregate filter screen of less than 3 mm; the mortar layer with the thickness of 8mm is selected from medium sand with the sand grain diameter of 1mm, and the aperture of a stone aggregate filter screen is less than 4 mm; the mortar layer with the thickness of 10mm is coarse sand with the sand grain diameter of 2mm, and the aperture of a stone aggregate filter screen is less than 5 mm; the mortar layer of 12mm is coarse sand with sand grain diameter of 2mm and stone aggregate filter screen caliber of less than 6mm, as shown in table 1.
TABLE 1 Sand particle size and aggregate particle size corresponding to mortar bed height
Height of mortar layer | 4mm | 6mm | 8mm | 10mm | 12mm |
Sand type | Fine sand | Medium sand | Medium sand | Coarse sand | Coarse sand |
Particle size of sand | 0.25mm | 0.5mm | 1mm | 2mm | 2mm |
Orthopedic filter screen caliber | ﹤2mm | ﹤3mm | ﹤4mm | ﹤5mm | ﹤6mm |
Wherein the cellulose is prepared from the following raw materials in percentage by weight: 80-90% of hydroxypropyl methyl cellulose and 10-20% of polypropylene anti-crack fiber; wherein, the hydroxypropyl methyl cellulose has 20 ten thousand of viscosity, and the length of the polypropylene anti-crack fiber is 10-15 mm.
Wherein the redispersible latex powder is a German Wacker VINNAPAS product with the product number of 5010N.
Wherein the particle size of the silica fume is 80-90% of that of 0.5-1 μm; the content of SiO2 in the silica fume is 90-95%.
The cement alkali inhibitor is a product of Beijing Wauter building materials company, and the concrete types are as follows: and (3) an alkali inhibitor QC1711 for cement.
A preparation method of a mortar material suitable for robot brick laying comprises the following steps:
(1) weighing and mixing cement, dry-mixed mortar, cellulose, silica fume and an alkali inhibitor according to a ratio to obtain a mixed material;
(2) weighing and stirring the redispersible latex powder and water according to a ratio to obtain a mixed emulsion;
(3) pre-stirring the obtained mixed material, adding the mixed emulsion, stirring for about 180s, and stirring to obtain a mortar material; and then adding the mortar material into a mortar machine for pumping test.
The invention achieves the following beneficial effects:
the mortar material improves the bonding capability and the pressure resistance capability of the mortar material through the reasonable proportion of the cement, the dry-mixed mortar, the cellulose, the redispersible latex powder, the silica fume, the cement alkali inhibitor and the water, has good pumping performance, and is suitable for being used for building bricks by robots.
The preparation method is simple, the mixed materials and the mixed emulsion are uniformly stirred, the functions of all the components are exerted, and the mortar material suitable for the brick laying of the robot is obtained.
The cellulose of the invention increases the water retention rate of the mixed mortar, and effectively improves the water retention property of the mixed mortar, thereby improving the bonding capability of the mixed mortar to bricks and further improving the pressure resistance; meanwhile, due to the addition of the cellulose, the mixed mortar has good pumping performance, the hollowing phenomenon after the mortar enters the mortar pipe is reduced, and the stability of the amount of the mortar extruded from each mortar point position when the robot executes a mortar extrusion command is improved;
the redispersible latex powder is added into the mixed mortar, the redispersible latex powder can form emulsion in the process of adding water and stirring, and is uniformly dispersed in the mixed mortar, polymer particles in the emulsion can be gradually deposited on the surface of the mixed mortar in the process of hydrating the mixed mortar, the polymer particles can be mutually fused and connected together to form a polymer film along with the reduction of free water in the mixed mortar, the polymer film forms a continuous network structure and is mutually interwoven with the mixed mortar, and the polymer film can increase the contact area among different components in the mixed mortar, improve the cohesiveness of the mixed mortar and bricks, and improve the flexural strength of the mixed mortar;
the silica fume can fill gaps among cement mortars according to the particle size characteristics of the materials, and simultaneously generates a gelled body with hydrate, thereby increasing the compactness of mixed mortar, improving the shock resistance and wear resistance, and remarkably improving the problem of sedimentation generated by the compression of a fluid layer, namely a mortar layer, caused by the fact that a masonry layer is pressed by a tool head of a mechanical arm in the masonry process of the robot; the bonding strength and the crack resistance of the dry-mixed masonry mortar;
the cement alkali inhibitor contains amorphous high-activity silicon oxide and high-adsorbent materials, can obviously reduce the content of free calcium hydroxide in materials when added into mixed mortar, and plays a role in inhibiting the generation of the surface whiskering phenomenon of cement mortar, thereby solving the whiskering problem of the masonry wall body of the robot from the production end.
Detailed Description
The invention is further described below. The following examples are only for illustrating the technical solutions of the present invention more clearly, and the protection scope of the present invention is not limited thereby.
Example 1
A mortar material suitable for robot brick laying is prepared by dry mixing the following raw material components: 8Kg of P.O42.5 grade ordinary portland cement, 1530 Kg of dry-mixed mortar DM (medium sand, sand with the grain diameter of 0.5mm and a filter screen of 3 mm), 20 Kg of hydroxypropyl methyl cellulose with the viscosity of 0.1Kg, 0.03Kg of polypropylene anti-crack fiber, 0.8Kg of silica fume and 10.2kg of cement alkali inhibitor are mixed to obtain mixed powder; 0.1Kg of redispersible latex powder 5010N and 6.7Kg of water.
A preparation method of a mortar material suitable for robot brick laying comprises the following steps:
(1) weighing and mixing cement, dry-mixed mortar, cellulose, silica fume and an alkali inhibitor according to a ratio to obtain a mixed material;
(2) weighing and stirring the redispersible latex powder and water according to a ratio to obtain a mixed emulsion;
(3) and pre-stirring the obtained mixed material, and then adding the mixed emulsion for stirring to obtain the mortar material.
Example 2
A mortar material suitable for robot brick laying is prepared by dry mixing the following raw material components: 16Kg of PO42.5 grade ordinary portland cement, dry-mixed mortar DM 1530 Kg (medium sand, sand with the grain diameter of 0.5mm and a filter screen of 3 mm), 20 Kg of hydroxypropyl methyl cellulose with the viscosity of 1 ten thousand, 0.3Kg of polypropylene anti-cracking fiber, 0.8Kg of silica fume and 10.2kg of cement alkali inhibitor QC17110 to obtain mixed powder; redispersible latex powder 5010N 0.1Kg and water 6.7 Kg.
A preparation method of a mortar material suitable for robot brick laying comprises the following steps:
(1) weighing and mixing cement, dry-mixed mortar, cellulose, silica fume and an alkali inhibitor according to a ratio to obtain a mixed material;
(2) weighing and stirring the redispersible latex powder and water according to a ratio to obtain a mixed emulsion;
(3) and pre-stirring the obtained mixed material, and then adding the mixed emulsion for stirring to obtain the mortar material.
Example 3
A mortar material suitable for robot brick laying is prepared by dry mixing the following raw material components: 16Kg of PO42.5 grade ordinary portland cement, dry-mixed mortar DM 1540 Kg (medium sand, sand with the grain diameter of 0.5mm and a filter screen of 3 mm), 20 ten thousand of hydroxypropyl methyl cellulose with the viscosity of 0.3Kg, 0.09Kg of polypropylene anti-crack fiber, 0.8Kg of silica fume and 10.2kg of cement alkali inhibitor QC17110 to obtain mixed powder; 0.3Kg of redispersible latex powder 5010N and 6.7Kg of water.
A preparation method of a mortar material suitable for robot brick laying comprises the following steps:
(1) weighing and mixing cement, dry-mixed mortar, cellulose, silica fume and an alkali inhibitor according to a ratio to obtain a mixed material;
(2) weighing and stirring the redispersible latex powder and water according to a ratio to obtain a mixed emulsion;
(3) and pre-stirring the obtained mixed material, and then adding the mixed emulsion for stirring to obtain the mortar material.
Example 4
A mortar material suitable for robot brick laying is prepared by dry mixing the following raw material components: 16Kg of PO42.5 grade ordinary portland cement, dry-mixed mortar DM 1540 Kg (medium sand, sand with the grain diameter of 0.5mm and a filter screen of 3 mm), 20 kilomega viscosity of hydroxypropyl methyl cellulose of 0.1Kg, 0.03Kg of polypropylene anti-crack fiber, 0.8Kg of silica fume and 10.2kg of cement alkali inhibitor QC17110 to obtain mixed powder; redispersible latex powder 5010N 0.1Kg and water 6.7 Kg.
In the raw materials related to the above examples 1 to 4, the powder materials were all dried, and the water content of the dry-mixed mortar was controlled within 0.3 wt%; drying the cement, and controlling the water content of the cement within 0.3 wt%; and drying the rest small amount of the ingested powder, and controlling the water content of the fly ash within 0.3 wt%.
Comparative example 1: the difference from example 4 is that hydroxypropyl methylcellulose was not added.
Comparative example 2: the difference from example 4 is that no silica fume was added.
Comparative example 3: the difference from example 4 is that no redispersible latex powder is added.
Comparative example 4: the difference from example 4 is that no cement alkali inhibitor is added.
Comparative example 5: the difference from example 4 is that 3 times of cement is added
Comparative example 6: the difference from example 4 is that an excess of hydroxypropylmethylcellulose is added
Comparative example 7: the difference from the example 4 is that the specification of the sand in the dry-mixed mortar DM15 is changed into-fine sand, the sand grain diameter is 0.25mm, and the filter screen caliber is 2mm
Comparative example 8: the difference from the embodiment 4 is that the specification of the sand in the dry-mixed mortar DM15 is changed into medium sand, the grain diameter of the sand is 1mm, and the caliber of a filter screen is 4mm
Comparative example 9: the difference from the example 4 is that the specification of the sand in the dry-mixed mortar DM15 is changed into-coarse sand, the grain diameter of the sand is 2mm, and the aperture of the filter screen is 6mm
The robot program file output is carried out according to a model with the height of 500mm and the width of 1500mm and a wall model with the mortar joint of 6mm in the test.
Performance test was conducted on the dry-mixed masonry mortar provided in examples 1 to 4 and comparative examples 1 to 9, and the test results are shown in Table 2.
The setting time is tested according to the GB/T25181-2010 standard, and the compressive strength is measured according to the GB/T29756-2013 standard.
And the relative height difference of the model is the relative difference between the actual building completion height of the wall and the height of the model.
The settlement refers to the difference between the finished height of the wall and the height of the wall after 24 hours.
Discharging stability is that whether the phenomenon of material blocking or uneven discharging occurs in the discharging in the masonry production of the robot, the discharging is stable for 0-3 times and unstable for more than 4 times.
TABLE 2 test results of each example and comparative example
Test items | Setting time (h) | Compressive Strength (mpa) | Model relative height difference (mm) | Sedimentation (mm) | Stability of discharge | Efflorescence phenomenon (masonry 21 days) | Adhesion Property |
Example 1 | 5.7 | 22 | 4 | 2 | Stabilization of | Is free of | Qualified |
Example 2 | 3.2 | 20 | -7 | 10 | Stabilization | Is free of | Qualified |
Example 3 | 5.4 | 21 | -10 | 9 | Stabilization | Is composed of | Qualified |
Example 4 | 4.4 | 24 | -2 | 1 | Stabilization | Is free of | Qualified |
Comparative example 1 | 3.2 | 25.1 | 39 | 2 | Instability of the film | Is free of | Qualified |
Comparative example 2 | 4.5 | 24.2 | -7 | 8 | Stabilization | Is free of | Qualified |
Comparative example 3 | 4.0 | 22.1 | 12 | 5 | Instability of the film | Is free of | Qualified |
Comparative example 4 | 4.1 | 24 | -3 | 2 | Stabilization | Pronounced efflorescence | Qualified |
Comparative example 5 | 2.5 | 16 | -37 | 15 | Stabilization | Is free of | Qualified |
Comparative example 6 | 8.0 | 13.5 | -74 | 35 | Stabilization | Is free of | Fail to be qualified |
Comparative example 7 | 4.4 | 22 | -80 | 1 | Stabilization | Is free of | Qualified |
Comparative example 8 | 4.4 | 23 | 10 | 3 | Stabilization | Is free of | Qualified |
Comparative example 9 | 4.3 | 21 | 35 | 3 | Stabilization | Is composed of | Qualified |
Compared with comparative example 1, example 4 adds hydroxypropyl methylcellulose, which can be: 1. the water retention is improved, the specific gravity of water is reduced, and the water loss of mortar on bricks is reduced after the mortar is smeared on the robot. The problem of masonry bonding caused by mortar moisture loss in masonry is effectively solved 2, pumping performance is improved, hollowing of mortar in a mortar pump or a mortar pipe is reduced, and the extrusion amount of each mortar point position is stabilized. 3. The fluidity is improved, so that the mortar layer can effectively compensate the whole building height error caused by the dimension error of the brick material in the building process. Compared with the comparative example 2, the embodiment 4 increases the silica fume, improves the compactness of the mortar material, and effectively relieves the problem of sedimentation after masonry; compared with the comparative example 3, the redispersible latex powder is added in the example 4, so that the caking property of the mortar material is improved; compared with the comparative example 4, the example 4 adds the cement alkali inhibitor and improves the phenomena of the surface efflorescence of cement mortar. Compared with the embodiment 4, the comparative example 5 increases the excessive cement, the excessive cement accelerates the mortar setting time, simultaneously reduces the compressive strength of the mortar, and the requirement on the thickness of the mortar layer is difficult to guarantee. Therefore, the cement is not suitable to be excessively increased; compared with example 4, comparative example 6 increases excessive hydroxypropyl methyl cellulose, increases mortar setting time and obviously reduces compressive strength. The mortar layer thickness requirement is difficult to guarantee, so that the hydroxypropyl methyl cellulose is not suitable to be excessively increased. As can be seen from comparative examples 7 to 9, the thickness of the mortar layer is influenced by the particle size of the sand in the dry-mixed mortar, and the thicker the mortar layer set by the digital model is, the larger the granularity of the selected sand is
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (8)
1. The mortar material suitable for the robot brick laying is characterized by comprising the following raw materials in parts by weight: 8-16 parts of cement, 30-40 parts of dry-mixed mortar, 0.13-1.3 parts of cellulose, 0.1-1 part of redispersible latex powder, 0.8-1.2 parts of silica fume, 0.2-0.4 part of cement alkali inhibitor and 6-7 parts of water.
2. The mortar material for laying bricks by robot according to claim 1, wherein the dry-mixed mortar has a sand particle size of 0.25-2 mm.
3. The mortar material suitable for robot brick laying according to claim 1, wherein the cellulose is composed of the following raw materials by weight percent: 80-90% of hydroxypropyl methyl cellulose and 10-20% of polypropylene anti-crack fiber.
4. A mortar material suitable for use in robotic brick laying according to claim 3 wherein the hydroxypropylmethylcellulose has a viscosity of 20 amps.
5. A mortar material suitable for robotic brick laying according to claim 3 wherein the polypropylene anti-crack fibres are 10-5mm in length.
6. A mortar material suitable for use in robotic brick laying according to claim 1 wherein the silica fume has a particle size of from 0.5 to 1 μm in the range of from 80 to 90%.
7. The mortar material suitable for robot brick laying according to claim 6, wherein SiO in the silica fume 2 The content of (A) is 90-95%.
8. A method according to any one of claims 1 to 7, characterised in that it includes the steps of:
(1) weighing and mixing cement, dry-mixed mortar, cellulose, silica fume and an alkali inhibitor according to a ratio to obtain a mixed material;
(2) weighing and stirring the redispersible latex powder and water according to a ratio to obtain a mixed emulsion;
(3) and pre-stirring the obtained mixed material, and then adding the mixed emulsion for stirring to obtain the mortar material.
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