CS199348B1 - Method of producing high-speed hardening hydraulic mixture - Google Patents
Method of producing high-speed hardening hydraulic mixture Download PDFInfo
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- CS199348B1 CS199348B1 CS132976A CS132976A CS199348B1 CS 199348 B1 CS199348 B1 CS 199348B1 CS 132976 A CS132976 A CS 132976A CS 132976 A CS132976 A CS 132976A CS 199348 B1 CS199348 B1 CS 199348B1
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- 239000000203 mixture Substances 0.000 title claims description 27
- 238000000034 method Methods 0.000 title claims description 7
- 239000002245 particle Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 12
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims description 10
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 9
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 9
- 239000004571 lime Substances 0.000 claims description 9
- 239000011256 inorganic filler Substances 0.000 claims description 6
- 229910003475 inorganic filler Inorganic materials 0.000 claims description 6
- 125000000129 anionic group Chemical group 0.000 claims description 4
- 150000001491 aromatic compounds Chemical class 0.000 claims description 4
- 150000002391 heterocyclic compounds Chemical class 0.000 claims description 4
- 150000003839 salts Chemical class 0.000 claims description 2
- 238000000227 grinding Methods 0.000 description 11
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 5
- 239000006004 Quartz sand Substances 0.000 description 4
- 239000000945 filler Substances 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 3
- 150000001449 anionic compounds Chemical class 0.000 description 3
- 239000000920 calcium hydroxide Substances 0.000 description 3
- 235000011116 calcium hydroxide Nutrition 0.000 description 3
- 238000000265 homogenisation Methods 0.000 description 3
- 239000011734 sodium Substances 0.000 description 3
- 229910052708 sodium Inorganic materials 0.000 description 3
- 150000004645 aluminates Chemical class 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000003801 milling Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- BDAGIHXWWSANSR-UHFFFAOYSA-M Formate Chemical compound [O-]C=O BDAGIHXWWSANSR-UHFFFAOYSA-M 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 125000002485 formyl group Chemical class [H]C(*)=O 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 159000000000 sodium salts Chemical class 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
Tento vynález sa týká spósobu výroby rýchlotvrdnúcej hydraulickej zmesi.The present invention relates to a process for the production of a quick setting hydraulic mixture.
V fis. autorskom .osvědčení č. 199347 je popísaná rýchlotvrdnúca hydraulická zmes, pozostávajúca zo zmesi 100 dielov hmotnostnýoh hlinitanového cementu, 2 až 40 dielov hmotnostnýoh mletého vápna a/alebo vápenného hydrátu a 0,1 až 5 dielov hmotnostnýoh aniónaktívnej aulfonoyanej aromatickéj alebo heterocyklickej zlúčeniný alebo jej soli. Táto zmes móže obsahovat 1 až 300 dielov hmotnostnýoh anorganického plniva vztiahnuté na 100 dielov hmotnostnýoh hlinitanového cementu.V fis. copyright certificate no. No. 199347 discloses a rapid-hardening hydraulic composition comprising a mixture of 100 parts by weight aluminous cement, 2 to 40 parts by weight ground lime and / or lime hydrate, and 0.1 to 5 parts by weight anionic aulfonated aromatic or heterocyclic compound or a salt thereof. This mixture may contain 1 to 300 parts by weight of inorganic filler based on 100 parts by weight of aluminous cement.
Uvedená zmes má podstatné lepSie výsledné fyzikálno-mechanické vlastnosti, ak sa vyrobí spósobom podlá vynálezu tak, že sa najprv hlinitanový cement, mleté vápno a/alebo vápenný hydrát a anidnaktívna sulfonovaná aromatická alebo heterocyklieká zlúčenina spoločne melú tak, aby ich zmes mala najmenej 85 % častíc menších ako 45 pm, načo za súčasného domielania sa zhomogenizuje aspoň s častou anorganického plniva.Said composition has substantially better resulting physicochemical properties when produced by the process of the invention by first grinding aluminous cement, ground lime and / or lime hydrate and an anidive sulfonated aromatic or heterocyclic compound together so that the mixture has at least 85% particles of less than 45 µm, whereupon it co-homogenises with at least a portion of the inorganic filler.
Aničnaktívna zlúčenina pósobí počas spolofiného mletia hlinitanového cementu s vápnom a/alebo vápenným hydrátom ako povrchovo-aktívna mlecia látka, ktorá skracuje čas mletia a šetří energiu vynaložené na mletie pri súčasne lepšpm premiešaní všetkých zložiek zmesi. Spoločným zomletím zmesi na takú jemnost, aby obsahovala najmenej 85 % častíc menších ako 45 um, sa dosiahne vyšší styčný Specifický povrch a odstráni sa nebezpečie objemovej nestálosti následkom nehomogénnehd zloženia zmesi, obsahujúcich hrubšie alebo nerozmiešané částice volného vápna. Potom pri súčasnom domielaní zhomogenizuje sa s aspoň častou anorganioké199 >8 fe hB.The anni-active compound acts as a surfactant grinding material during the co-grinding of aluminous cement with lime and / or lime hydrate, which reduces the grinding time and saves the grinding energy while simultaneously mixing all the components of the mixture. By grinding the mixture to a fineness such that it contains at least 85% of particles smaller than 45 µm, a higher specific surface area is achieved and the risk of bulk instability due to the inhomogeneous composition of the mixture containing coarse or unmixed free lime particles is eliminated. Thereafter, it is homogenized with at least a portion of the inorganic >
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198 348 ho plniva. Účelné je použiť ako anorganické plnivo křemičitý piesok. Takto je možné použiť 1 piesok, ktorý napr. obsahuje len hrubšie částice, pričom mletím sa dosiahne potřebného podielu jemnějších častíc. Sposobom výroby podlá vynálezu sa připraví suchá prefabrikovaná zmes, ktorú stačí bezprostředné před použitím zmiešať s potřebným množstvom zámesovej vody.198 348 fillers. It is expedient to use silica sand as the inorganic filler. Thus, 1 sand can be used, e.g. it contains only coarser particles, and the milling required to achieve the required proportion of finer particles. A dry prefabricated mixture is prepared according to the process according to the invention, and it is sufficient to mix it with the necessary amount of mixing water immediately before use.
Vzájomným spoluposobením hlinitanového cementu, vápna alebo hydrátu vápenatého, aniónaktívnej organickéj látky, ich jemnosti a homogenizácie plniva mletím sa dosiahnu nové lepšie vlastnosti zmesi oproti zmesi neupravenej spoločným mletím. Dosiahnuté vlastnosti ukazujú nasledujúce příklady:By interacting with aluminous cement, lime or calcium hydrate, an anionic organic substance, their fineness and the homogenization of the filler by grinding, new improved properties of the mixture are achieved over a mixture not treated by co-grinding. The following examples show the achieved properties:
Na skúšky boli použité nasledujúce materiály:The following materials were used for the tests:
a/ hlinltanový cement s podielom 79 % častíc menších ako 45 jum, obsahujúci(a) aluminate cement containing 79% by weight of particles of less than 45
d/ ako aniónaktívna zlúčenina bola použitá sodná sol sulfonovaného kondenzátu triamino-s-triazínu s formaldehydom.d) sodium salt of the sulfonated triamine-s-triazine condensate with formaldehyde was used as the anionic compound.
Rýchlotvrdnúca vodotesniaca zmes sposobom podlá vynálezu bola vyrobená tak, že 100 hmotnostných dielov hlinitanového cementu, 25 dielov mletého vápna a 1,25 dielu sodnej soli sulfonovaného kondenzátu triamino-s-triezínu s formaldehydom, bolo spoločne mletých v gulovom mlýne, pokým nebola dosiahnutá taká jemnost, že 96 % častíc bolo menších ako 45 jum. Náto bolo do mlýna přidaných 100 dielov křemičitého piesku, zrnenia od 0,5 do 2 mm, a po dostatočnom zhomogenlzovaní a domletí piesku bola vyrobená zmes vypuštěná z mlýna a připravená na použitie. Hmota pri skúškach dosiahla po 15 minútach od pridania 30 dielov vody na 100 dielov hmoty pevnost v tlaku 4,5 MPa, meranú na kockách 2x2x2 cm. Zmes rovnakého zloženia, avšak připravená len homogenizáčiou jednotlivých zložiek bez ich dodatočného spoločného mletia mala po 15 min. od pridania zámesovej vody pevnost v tlaku len 2,8 MPa.The quick-curing waterproofing composition of the present invention was prepared such that 100 parts by weight of aluminous cement, 25 parts ground lime, and 1.25 parts sodium sulfonated triamine-s-triazine-formaldehyde condensate were co-ground in a ball mill until such fineness was achieved that 96% of the particles were less than 45 µm. 100 parts of quartz sand, 0.5 to 2 mm in size, were then added to the mill, and after sufficient homogenization and grinding of the sand, the mixture was discharged from the mill and ready for use. The test mass reached a compressive strength of 4.5 MPa measured on 2x2x2 cm cubes after 15 minutes of adding 30 parts of water per 100 parts of mass. A mixture of the same composition, but prepared only by homogenizing the individual components without additional co-milling, after 15 min. from the addition of the mixing water, the compressive strength is only 2.8 MPa.
Na skúšky bol použitý:The tests used:
a/ hlinltanový cement s podielom 78 % častíc menších ako 45 jum, obsahujúci:a / Aluminate cement with a proportion of 78% of particles less than 45 µm, containing:
b/ mletý hydrát vápenatý s podielom 84 % častíc menších ako 45 jum, obsahujúci 67 S CaO c/ křemičitý piesok, obsahujúci částice od 0,5 do 2 mm d/ ako aniónaktívna zlúčenina bola použitá sodná sol kondenzátu arylsulfónovej kyseliny s formaldehydom vo formě suchého prášku.b) ground calcium hydrate with a proportion of 84% of particles smaller than 45 µm, containing 67 S CaO c / quartz sand containing particles from 0.5 to 2 mm d) as an anionic compound, sodium arylsulfonic acid-formaldehyde condensate was used as dry aldehyde powder.
199 348199 348
Hmota bola vyrobená nasledujúcim spósobom:The mass was produced as follows:
Do gulového mlýna bola najprv daná zmes 20 dielov hmotnostných hydrátu vápenatého a 1,25 dielu sodnej soli kondenzátu arylsulfonovej kyseliny, potom bolo přidaných 100 dielov hmotnostných hlinitanového cementu, načo bola mletá, pokým neobsahovala 85 % častíc menších ako 45 yum, načo bolo přidaných 30 dielov křemičitého piesku, a po dostatočnom zhomogenizovaní a čiastočnom domletí piesku vypuštěná z mlýna a připravená na použitie.A ball mill was first mixed with 20 parts by weight of calcium hydrate and 1.25 parts of sodium arylsulfonic acid condensate, then 100 parts by weight of aluminous cement was added, then ground until it contained 85% of particles smaller than 45 µm, and 30 parts of quartz sand, and after sufficient homogenization and partial grinding of sand discharged from the mill and ready for use.
Po přidaní 27 dielov vody na 100 dielov zmesi bola vyrobená zmes, ktorá dosiahne po 15 min. od pridania vody pevnost v tlaku 5,0 MPa, meranú na skúšobných vzorkách 2x2x2 cm. Skúšká vodotěsnosti bola uskutočnená následovně;After adding 27 parts of water to 100 parts of the mixture, a mixture was produced which reached after 15 min. from the addition of water, a compressive strength of 5.0 MPa, measured on 2x2x2 cm test pieces. The watertightness test was performed as follows;
Boli použité podkladové vzorky betonu o rozměrech 20 x 20 x 12 cm, ktoré pri skúške vodotěsnosti pretiekli už pri tlaku 0,2 MPa. Na to bola na ne nanesená vrstva zo zmesi 100 dielov hmoty podlá příkladu a 27 dielov vody v hrúbke cca 4 mm. Po 24 h tvrdnutia boli vzorky opat podrobené skúške vodotěsnosti, pričom boli zatažované tlakom vody tak, že kaž dých 24 hodin bol tlak vody zvyšovaný o 0,2 MPa. Vzorky nepretiekli ani pri tlaku 1,0 MPa.Substrate specimens of 20 x 20 x 12 cm were used, which already leaked at 0.2 MPa in the watertightness test. For this, a layer of a mixture of 100 parts of the mass according to the example and 27 parts of water in a thickness of about 4 mm was applied thereto. After 24 hours of curing, the samples were subjected to a water-tightness test and were subjected to water pressure so that every 24 hours the water pressure was increased by 0.2 MPa. The samples did not overflow even at a pressure of 1.0 MPa.
K horeuvedenej zmesi je však možné dodat ďalšiu časť anorganického plniva - křemičitého piesku - dodatofine, po skončení mletia. Takýto postup je výhodný například vtedy, ak je potřebné, aby zmes obsahovala plnivo s hrubším zrnom. V každom případe je však potřebné, aby aspoň časť plniva bola mletá spoločne so zmesou cementu, vápna a/alebo vápenného hydrátu a aniónaktívnej zlúčeniny.However, it is possible to add another portion of the inorganic filler - quartz sand - dodofine to the above mixture, after grinding is completed. Such a process is advantageous, for example, when the mixture needs to contain a coarser grain filler. In any case, it is necessary that at least a portion of the filler be ground together with a mixture of cement, lime and / or lime hydrate and an anionic compound.
Spósob výroby podlá vynálezu je vhodný najmS tam, kde je potřebné po přidaní zámesovej vody do suchej, prefabrikovanej zmesi dosiahnut zvlášť rýchlo mechanické pevnosti a vodotesniaci účinok zatvrdnutéj hmoty.The process according to the invention is suitable, in particular, where the mechanical strength and the waterproofing effect of the hardened mass are to be achieved particularly quickly after the addition of the mixing water to the dry, prefabricated mixture.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CS132976A CS199348B1 (en) | 1976-03-01 | 1976-03-01 | Method of producing high-speed hardening hydraulic mixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CS132976A CS199348B1 (en) | 1976-03-01 | 1976-03-01 | Method of producing high-speed hardening hydraulic mixture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CS199348B1 true CS199348B1 (en) | 1980-07-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CS132976A CS199348B1 (en) | 1976-03-01 | 1976-03-01 | Method of producing high-speed hardening hydraulic mixture |
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| Country | Link |
|---|---|
| CS (1) | CS199348B1 (en) |
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1976
- 1976-03-01 CS CS132976A patent/CS199348B1/en unknown
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