CS199426B1 - Additive for cement mixtures and method of producing the same - Google Patents
Additive for cement mixtures and method of producing the same Download PDFInfo
- Publication number
- CS199426B1 CS199426B1 CS236478A CS236478A CS199426B1 CS 199426 B1 CS199426 B1 CS 199426B1 CS 236478 A CS236478 A CS 236478A CS 236478 A CS236478 A CS 236478A CS 199426 B1 CS199426 B1 CS 199426B1
- Authority
- CS
- Czechoslovakia
- Prior art keywords
- additive
- bentonite
- weight
- same
- formaldehyde
- Prior art date
Links
- 239000000654 additive Substances 0.000 title claims description 18
- 230000000996 additive effect Effects 0.000 title claims description 16
- 239000000203 mixture Substances 0.000 title claims description 14
- 238000000034 method Methods 0.000 title claims description 5
- 239000004568 cement Substances 0.000 title description 9
- 229910000278 bentonite Inorganic materials 0.000 claims description 15
- 239000000440 bentonite Substances 0.000 claims description 15
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 15
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 claims description 12
- 239000002245 particle Substances 0.000 claims description 7
- 229920000877 Melamine resin Polymers 0.000 claims description 6
- 239000007859 condensation product Substances 0.000 claims description 5
- IVJISJACKSSFGE-UHFFFAOYSA-N formaldehyde;1,3,5-triazine-2,4,6-triamine Chemical class O=C.NC1=NC(N)=NC(N)=N1 IVJISJACKSSFGE-UHFFFAOYSA-N 0.000 claims description 5
- 125000003118 aryl group Chemical group 0.000 claims description 4
- 239000002270 dispersing agent Substances 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 12
- 239000004567 concrete Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000000052 comparative effect Effects 0.000 description 5
- 238000012360 testing method Methods 0.000 description 3
- 239000002253 acid Substances 0.000 description 2
- 238000000227 grinding Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- FOGYNLXERPKEGN-UHFFFAOYSA-N 3-(2-hydroxy-3-methoxyphenyl)-2-[2-methoxy-4-(3-sulfopropyl)phenoxy]propane-1-sulfonic acid Chemical class COC1=CC=CC(CC(CS(O)(=O)=O)OC=2C(=CC(CCCS(O)(=O)=O)=CC=2)OC)=C1O FOGYNLXERPKEGN-UHFFFAOYSA-N 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 241000282326 Felis catus Species 0.000 description 1
- 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 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
Na zvýšenie tixopropie čerstvých cementových zmesi a na zvýšenie vodotěsnosti zatvrdnutých cementových zmesi je známe použitle přísady bentonitu.Additives of bentonite are known to increase the thixopropy of fresh cement mixtures and to increase the water tightness of the hardened cement mixtures.
Přísada bentonitu však nežiadúco zhoršuje spracovateTnosť čerstvých zmesí, ak sa zachová rovnaký vodný súčinitel oproti zmesi porovnávacej bez přísady. Ak sa s přísadou bentonitu vyrobí zmes o rovnakej spracováteTnosti, ako mé porovnávacia zmes bez přísady, je to možné len ako dósledok nežiadúceho zvýšenia vodného súčiniteTa resp. množstva zámesovej vody.However, the addition of bentonite undesirably deteriorates the processability of the fresh mixtures if the same aqueous coefficient is maintained over the comparison mixture without the additive. If a blend of the same processability as my comparative blend without additive is made with the bentonite additive, this is only possible as a result of an undesirable increase in the aqueous synergism and / or the additive. amount of mixing water.
. Přísada bentonitu, zvlášť při množstvéch prekračujúcich 2 až 3 % z hmotnosti cementu preto zhižuje počiatočné a konečné pevnosti cementových mált a betónov a zvyšuje ich zmrašťovanie.. Thus, the addition of bentonite, especially at amounts exceeding 2 to 3% by weight of cement, reduces the initial and final strengths of cementitious mortars and concretes and increases their shrinkage.
Určité zlepšěnie spracováteTnosti, alebo zníženie množstva zámesovej vody je možné dosiahnúť, ak sa k bentonitu přidá plastifikačná přísada na báze solí kyseliny lignoeúLfonovej. Nevýhodou přísad na báze solí kyseliny lignosulfonovej je, že znižujú počiatočné. pevnosti mált a betónov. Zvyšováním ich dávky nad určitú hranicu, βpravidla 0,20 až 0,25 % z hmotnosti cementu sa prejavia ich retardačně účinky v nežiadúcej miere.Some improvement in the processability or reduction of the amount of mixing water can be achieved by adding a plasticizing agent based on the salts of ligninoleic acid to the bentonite. A disadvantage of lignosulfonic acid salt additives is that they reduce the initial. mortar and concrete strength. Increasing their dose above a certain level, typically 0.20 to 0.25% of the weight of the cement, will cause their retarding effects to an undesirable extent.
Uvedené nevýhody odstraňuje přísada do cementových zmesi podlá vynálezu, vyznačujíca sa tým, že pozostáva zo 100 hmotnostných dielov bentonitu, obsa199426 -2hujúceho najviac 20 % častíc vBČšlch ako 45 ýW® a 2 až 30 dielov dispergátora, pozostávajúceho z kondenzačného produktu formeldehydu a aromatickej sulfo kyseliny a/alebo sulfonovej melamínformaldehydovej živice.The above-mentioned disadvantages are eliminated by the cementitious additive according to the invention, characterized in that it consists of 100 parts by weight of bentonite, containing at most 20% of particles in BW than 45WW and 2 to 30 parts of a dispersant consisting of a condensation product of formeldehyde and aromatic sulfo acid. and / or sulfonic melamine formaldehyde resin.
Přísadu podZa vynálezu je možné vyrobit tak, že vysušený bentonit sa melie v přítomnosti vysuSeného kondenzačného produktu formaldehydu s aromatickou aulfokyselinou, a/alebo eulfonovanou melamínformaldehydovou živieou, pokým mletá zmes nedosiahne takú jemnost, že najviac 20 % jej častíc je vščších, ako 45 Vysušený kondenzačný produkt pfisobí ako intenzifikátor mletia.The additive according to the invention can be prepared by grinding the dried bentonite in the presence of a dried formaldehyde condensation product with an aromatic aulfoacid and / or an eulfonated melamine-formaldehyde nutrient until the milled mixture has a fineness such that at most 20% of its particles are larger than 45%. the product acts as a grinding intensifier.
Mletie ea mfiže uskutečnit například diskontinuálnym spfisobom v guZovom mlýne, alebo kontinuálnym epfisobom vo vibračnom mlýne.The milling can be carried out, for example, by a discontinuous method in a ball mill or by a continuous epphisob in a vibratory mill.
Příklad 1Example 1
PodZa postupu uvedeného v ČSN 73 2117 boli s cementom značky SPC 325 vyrobené následujúce malty:The following mortars were produced with the SPC 325 cement according to the procedure specified in ČSN 73 2117:
- malta porovnávacia, označená a), podZa citovanou normou požadovaného v/o rovným 0,5;a comparative mortar, denoted by (a) according to the quoted standard required in / o equal to 0.5;
- malta označené b), v ktorej bolo 5»5 % hmotnostných cementu nahradených přísadou podlá vynálezu, pozoetévajúcou z mletého vysušeného bentonitu tak jemného, že neobsahoval viac ako 10 % hmotnostných častíc vSčších ako c^m, pričom na 100 dielov hmotnostných bentonitu připadalo 10 dielov hmotnostných sulfonovanej melamínformaldehydověj živice. Pri zaohovanl rovnakej spraeovateTnoeti, (měranej ako plasticita podZa ČSN 72 2441 ČI. 4 až 9) ako mala malta porovnávacia bez přísady nebolo potřebné zvýšit vodný eúčiniteZ nad hodnotu 0,5;- mortar marked b) in which 5% by weight of cement was replaced by an additive according to the invention, consisting of ground dried bentonite so fine that it contained no more than 10% by weight of particles larger than cm, with 100 parts by weight of bentonite accounting for 10% parts by weight of sulfonated melamine-formaldehyde resin. When incorporating the same process (measured as plasticity according to CSN 72 2441 No. 4 to 9) as the reference mortar without additive, it was not necessary to increase the water efficiency above 0.5;
- malta, označení c), v ktorej bolo 5 % hmotnostných cementu nahradených vysušeným bentoni tom, zomletým na takú jemnost, aby obsahoval viac, ako % častíc vBČŠÍch ako 45 <*·β. Aby mala rovnakú opracovateZnoeť ako malty označené aj a b), bolo potřebné zvýšit vodný eúčiniteZ na 0,58.- mortar, designation c), in which 5% by weight of cement has been replaced by dried bentonite, ground to a fineness containing more than% of particles greater than 45 <* · β. In order to have the same workability as the mortars labeled a and b), it was necessary to increase the water efficiency to 0.58.
Výsledky naměřené na maltách eú uvedené v nasledujúcej tab. č. 1.The results measured on eu mortars are given in the following table. no. First
Ako vyplývá z výsledkov, uvedených v tabuZke 1, malta b) obsahujúoa přísadu podZa vynálezu nemá zhoršené ani pevnosti, ani zmrašfovanie oproti maltě porovnávacej, čím aa odatraňujú nevýhody použitia samotného bentonitu.As can be seen from the results shown in Table 1, mortar b) contains an additive according to the invention which has neither deteriorated strength nor creasing relative to the comparative mortar, thus avoiding the disadvantages of using bentonite alone.
Namiesto sulfonovanej melamínformaldehydovej živice je možné použit kondenzačný produkt formaldehydu s aromatickou aulfokyselinou, například dinaftilmetandisulfonan sodný, alebo ich vzájomnú kombináciu.Instead of the sulfonated melamine-formaldehyde resin, it is possible to use a formaldehyde condensation product with an aromatic aulfoacid, for example sodium dinaphthalmethane disulfonate, or a combination thereof.
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199426 :· .- - 4 Příklad 2199426 : · .- - 4 Example 2
Boli vyrobené dva betony, porovnávací a β přísadou podTa vynálezupozostávajúcou z vysušeného bentonitu, mletého, 10 % hmotnoatnýehvysuSenej^ae* lamínformaldehydovej živice na takú jemnosť, aby přísada nemala viac ako 20 % hmotnostnýohčastíc vfičších, ako 45 ^m*Two concretes were made, comparative and β additive according to the invention, consisting of dried bentonite, ground, 10% by weight of dried and laminformaldehyde resin to a fineness such that the additive had no more than 20% by weight of particles larger than 45 µm.
Zloženie betonových zmesi, pevnost v tlaku a vodotěsnost betonuje uvedená v nasledujdcej tabulke 2.The composition of the concrete mix, the compressive strength and the watertightness of the concrete are given in Table 2 below.
Skúšobné vzorky - kočky o hrané 20 em na skúšanie pevnosti v tlaku a došky 20 x 20 x 12 om na skúšanie vodotěsnosti - boli zhutňované vibráciou a ošetrovaný prvých 7 dhí na vlhkom vzduchu (výše 90 % relatívnej vlhkosti cca 20 °C), potom až do skúáania, t.j. do 28 dní od vyrobenia, boli uložené na suchom vzduchu.The test specimens - 20 cm crushed cats for testing the compressive strength and 20 x 20 x 12 mm for watertightness testing - were compacted by vibration and treated for the first 7 dhi in humid air (above 90% relative humidity of about 20 ° C), then into the investigation, ie within 28 days of manufacture, were stored in dry air.
TabuTka 2TabuTka 2
-5- 199426-5- 199426
Přísada podl’a vynálezu je vhodná na podstatné zvýšenie vodotěsnosti malty a betonu bez toho, aby boli negativné ovplyvnené ich pevnosti a zmrašťovanie. S výhodou sa použije na výrobu vodotěsných omietok, i takých, ktoré sú mechanicky nanášené, alebo aj iných cementových zmesi, pričom tieto móžu obsahovat aj iné běžné zložky, například puzolán, s výhodou vo formě lietajúceho popolčeka, i mletého, ďalej vápno a podobné.The additive according to the invention is suitable for substantially increasing the watertightness of mortar and concrete without adversely affecting their strength and shrinkage. It is preferably used for the production of waterproof plasters, even those which are mechanically applied, or other cementitious mixtures, which may also contain other conventional components, for example pozzolan, preferably in the form of flying ash, even ground, lime and the like.
Predmet vynálezuObject of the invention
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CS236478A CS199426B1 (en) | 1978-04-11 | 1978-04-11 | Additive for cement mixtures and method of producing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CS236478A CS199426B1 (en) | 1978-04-11 | 1978-04-11 | Additive for cement mixtures and method of producing the same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CS199426B1 true CS199426B1 (en) | 1980-07-31 |
Family
ID=5360567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CS236478A CS199426B1 (en) | 1978-04-11 | 1978-04-11 | Additive for cement mixtures and method of producing the same |
Country Status (1)
| Country | Link |
|---|---|
| CS (1) | CS199426B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1201617A1 (en) * | 2000-10-26 | 2002-05-02 | Mapei S.p.A. | Cement compositions with high durability |
-
1978
- 1978-04-11 CS CS236478A patent/CS199426B1/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1201617A1 (en) * | 2000-10-26 | 2002-05-02 | Mapei S.p.A. | Cement compositions with high durability |
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