LV10006B - Gypsum plasticizer of forming mixture - Google Patents
Gypsum plasticizer of forming mixture Download PDFInfo
- Publication number
- LV10006B LV10006B LVP-92-195A LV920195A LV10006B LV 10006 B LV10006 B LV 10006B LV 920195 A LV920195 A LV 920195A LV 10006 B LV10006 B LV 10006B
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- gypsum
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Classifications
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- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
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- 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
- C04B28/14—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 calcium sulfate cements
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
-
- 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
- C04B2111/00112—Mixtures characterised by specific pH values
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
ĢIPŠA FORMMAISĪ JUMA PLASTIFIKATORSPLASTIC PLASTIC PLASTER
Izgudrojums saistīts ar celtniecību un to var izmantot, lai izgatavotu ģipša formmaisījumu būvmateriālu ražošanā, gatavojot izstrādājumus un konstrukcijas rūpnīcās vai būvlaukumos.The invention relates to construction and can be used to make gypsum moldings in the manufacture of building materials, in the manufacture of articles and structures in factories or on construction sites.
Ir pazīstams gāzģipša izejvielas maisījuma izgatavošanas paņēmiens, kur sajauc ģipša pushidrātu, karbonāta, šķiedrainu un plastificējošu piedevu ar ūdeni, pie kam sākumā sajauc 80-90 masas % iejavas ūdeni un 80-90 masas % plastifieejošo piedevu ar ģipša pushidrātu, karbonātu un šķiedrainu piedevu un iegūtā maisījumā, nepārtraukti maisot, ielej palikušo iejavas ūdeni un plastifieejošo piedevu ar papildus skābās piedevas ievadīšanu /1/.It is known to produce a mixture of gypsum raw material mixing gypsum push hydrate, carbonate, fibrous and plasticizing additive with water, initially mixing 80-90% by weight of admixture water and 80-90% by weight of plasticizing additive with plaster push, hydrate and carbonate the resulting mixture is poured with stirring, and the remaining admixture of water and plasticizer added is added with the addition of an acidic additive / 1 /.
Šādā veidā izgatavotās izejvielas maisījuma trūkums ir celtniecībā izmantojamo izstrādājumu zemā ūdensizturība - zemais mīkstināšanas koeficients Km.The disadvantage of this type of raw material mixture is the low water resistance of construction products - the low softening factor Km.
Pazīstamais gāzģipša ģipša saistvielas ar izgatavošanas izejvielas maisījums /2/ no 15-30¾ dolomīta saturu, skābeņskābes, naftalīnsulfoskābes ar formaldehīdu kondensācijas produktu, kā arī nātrija un kālija stiklu un glicerīnu, arī neļauj paaugstināt pēc dotās shēmas izgatavoto konstrukciju un izstrādājumu ūdensizturību.The known gypsum gypsum binder with the raw material blend / 2 / from 15-30¾ dolomite content, oxalic acid, naphthalenesulfonic acid with formaldehyde condensation product, as well as sodium and potassium glass and glycerol also do not allow to increase the water resistance of the structures and products made according to this scheme.
Vistuvāk ieteicamajam izgudrojumam pēc iegūtā efekta, pievienojot ģipša javas piedevas, ir plastifikators C-3 /3/ un tā amerikāņu analogs - modificējoša piedeva Lomar D /4/ (prototips). Kā C-3, tā arī modificētās piedevas Lomar D pamatu sastāda naftalīna sulfoskābju ar formaldehīdu (sulfadētie naftaiīnformaldehīdu sveķi) augstmolekulārie kondensācijas produkti. šie plastifikatori atšķiras ar to, ka modificēta piedeva Lomar D ir naftalīna sulfoskābos ar formaldehīdu kondensācijas produktu kālija sāļu maisījums, bet C-3 - nātrija sāļu maisījums, papildināts ar lignosulfoskābes nātrija sāli.The closest to the recommended invention, after the effect obtained by the addition of gypsum mortar additives, is the plasticizer C-3/3 / and its American analog - Lomar D / 4 / (prototype) modifying additive. Both C-3 and the modified additive Lomar D are based on high molecular weight condensation products of naphthalene sulfonic acids with formaldehyde (sulfated naphthalene-formaldehyde resin). these plasticizers differ in that the modified additive Lomar D is a mixture of potassium salts of naphthalene sulfonic acids with a formaldehyde condensation product and C-3 a mixture of sodium salts supplemented with lignosulfonic acid sodium salt.
C-3 optimālā daudzuma ievadīšana 0,7% no saistvielas masas ģipša javā ļauj pazemināt normālo ūdens-ģipša attiecību^-pushidrātsaistvielas markai C-4 no 0,54 līdz 0,45, bet ievadot C-3 optimālā daudzumā 0,5% javā - ģipša pushidrātsaistvielas markai C-13 normālā ūdens-ģipša attiecība samazinās no 0,39 līdz 0,33. Tātad, izmantojot C-3 saistvielas, ūdensnepieciešamība samazinās ne vairāk kā par 20%.Introducing the optimum amount of C-3 into 0.7% of the weight of binder in the plaster allows lowering the normal water-gypsum ratio of C-4 from 0.54 to 0.45 for the grade C-4 and 0.5% in C-3. - for gypsum push hydrate binder grade C-13 the normal water-gypsum ratio decreases from 0.39 to 0.33. Thus, the use of C-3 binders reduces the water requirement by up to 20%.
Ievadot optimālo 0,25% modificētā Lomar D daudzumu ģipša java no pushidrātsaistvielas ūdens-ģipša attiecība samazinās no 0,35 līdzBy applying the optimum amount of 0.25% modified Lomar D gypsum mortar from the powders, the water-gypsum ratio decreases from 0.35 to
0,28 /4/ un līdz ar to ūdensnepieciešamība samazinās ne vairāk kā par 23%.0.28 / 4 / and thus the need for water is reduced by up to 23%.
Uzrādītie dati norāda uz to, ka plastifieejošo piedevu C-3 un modificētos Lomar D izmantošana neļauj tiktāl pazemināt ģipša saistvielas ūdensnepieciešamību, lai izslēgtu formēto un monolīto konstrukciju izstrādājumu žāvāšanās stadiju.The data presented indicate that the use of plasticizable additives C-3 and modified Lomar D does not reduce the water requirement of the gypsum binder to such an extent as to exclude the drying stage of molded and monolithic structural products.
Visbūtiskākais trūkums pazīstamajām plastificējošām piedevām, tajā skaitā C-3 un modificētā Lomar D ir tas, ka to ievadīšana ģipša fommaisījumā nenoved pie jūtamas ūdensizturības - mīkstināšanas koeficienta palielināšanas, par cik mīkstināšanas koeficients palielinās par 10-20%. Pie šo plastifikatoru piedevu nepilnībām vēl var pieskaitīt to, ka to ievadīšana nenoved pie ģipša javas skābās vides neitralizācijas, kas atbilst ūdeņraža jonu aktivitātes rādītāja lielumam pH = 7. Skābā Vide ir ģipša izstrādājumu armatūras korozijas cēlonis, bet zināmās plastificējošās piedevas nav spējīgas inhibēt koroziju.The most significant disadvantage of the known plasticizing additives, including C-3 and modified Lomar D, is that their addition to the gypsum compound does not lead to a noticeable increase in the water resistance - softening factor by 10-20%. Another disadvantage of these plasticizer additives is that their addition does not lead to neutralization of the acidic environment of the gypsum mortar, which corresponds to a hydrogen ion activity index of pH = 7. Acidic environment is the cause of corrosion of gypsum products reinforcement,
Ieteicamā izgudrojuma mērķis ir palielināt ģipša javu piedevas plastificējošo un stiprinošo iedarbību : palielināt ģipša izstrādājumu ūdensizturību (mīkstināšanas koeficientu) un samazināt armatūras koroziju. Mērķis tiek panākts ar plastificējošo piedevu, kura sastāv no naftalīna sulfoskābes ar formaldehīdu kondensācijas produktu un lignosulfoskābes nātrija sāls, ievadot sārmu KOH tādā daudzumā, lai ūdens vidē, kura sagatavota ar ģipša saistvielas iejavas plastificējošās piedevas optimālo daudzumu, ūdeņraža jonu aktivitātes rādītājs pH būtu robežās no 10 līdz 14.The object of the present invention is to increase the plasticizing and strengthening effect of the gypsum mortar additive by increasing the water resistance (softening factor) of the gypsum products and reducing the corrosion of the reinforcement. The object is achieved with a plasticizing additive consisting of a condensation product of naphthalene sulphonic acid with formaldehyde and a sodium salt of lignosulphonic acid, by adding alkali KOH in such a way that in an aqueous medium prepared with the optimum amount of plastering additive 10 to 14.
Sārmu ievada, samaisot C-3 un KOH pulveri proporcijās 1 m.d. C-3 : 0,05-0,8 m.d. KOH, vai samaisot C-3 un KOH šķīdumus, ievērojot iepriekšminēto proporciju, pārrēķinātu uz sauso vielu.The alkali is injected by mixing C-3 and KOH powders in proportions of 1 ppm. C-3: 0.05-0.8 ppm. KOH or by mixing the solutions of C-3 and KOH in the above proportions into dry matter.
Ieteicamo plastificējošo piedevu MV var pielietot visām iespējamām ģipša saistvielu jāvām ( uny3~ formu pushidrāta CaSO ) anhidrīta saistvielas (CaSO ), kā arī šo saistvielu dažādu proporciju maisījumos.The recommended plasticizer additive for MV can be applied to all possible gypsum binder compounds (uny3 ~ form push hydrate CaSO) anhydrite binder (CaSO) as well as in mixtures of different proportions of these binders.
Ieteicamās piedevas MV būtiskā atšķirība no tai vistuvākās pēc iedarbības uz ģipša saistvielu modificētās piedevas Lomar D, pēc ķīmiskā sastāva ir:The essential difference between the recommended additive MV and Lomar D, the chemical additive that is closest to its effect on the gypsum binder, is:
1) hidroksil-jonu klātbūtne,(1) the presence of hydroxyl ions,
2) vienlaicīga kālija un nātrija jonu klātbūtne,(2) the simultaneous presence of potassium and sodium ions,
3) lignosulfoskābes nātrijā sāļu klātbūtne.3) the presence of salts of lignosulfonic acid sodium.
Plastificējošās piedevas izgatavošanas un pielietošanas piemērs.Example of making and using a plasticizing additive.
Lai izgatavotu spbciālo plastificējošo piedevu, izmanto plastifikatora C-3 pulveri un granulēto sārmu KOH (kālija hidroksīdu) masas attiecībās: 1 m.d. C-3 : . 0,05-0,8 m.d. KOH. Sausās komponentes rūpīgi samaisa.To make the specific plasticizer additive, C-3 plasticizer powder and granulated alkali KOH (potassium hydroxide) are used in a weight ratio of 1 ppm. C-3:. 0.05-0.8 da.d. KOH. Mix dry ingredients thoroughly.
Gatavu pulverveida plastificējošo piedevu var ievadīt tieši ģipša saistvielas iejavas ūdenī 0,5-1,0¾ daudzumā no izmantojamās saistvielas masas.The ready-to-use powder plasticizer can be introduced directly into the water of the gypsum binder mix in an amount of 0.5-1.0¾ of the weight of the binder used.
Nepieciešamības gadījumā plastificējošo sauso piedevu iepriekš izšķīdina ūdenī, pielejot ne mazāk kā 4,6 m.d. ūdens uz 1 m.d. MV.If necessary, the plasticizing dry additive is pre-dissolved in water, adding not less than 4.6 da.w. water per 1 m.d. MV.
Plastificējošo piedevu MV var izgatavot arī uz šķidrā plastifikatora C-3 bāzes, ko ražo rūpnieciski 30% ūdens šķīduma veidā. Arī no KOH tad izgatavo 30% koncentrācijas šķīduma un pēc tam abus šos šķīdumus samaisa. Uz 1 1 C-3 šķīduma izlieto 0,28 1 KOH šķīduma.The plasticizer additive MV can also be made on the basis of liquid plasticizer C-3, which is manufactured industrially in the form of a 30% aqueous solution. Also, KOH is then made into a 30% concentration solution and then the two are mixed. For 1 L of C-3 solution use 0.28 L of KOH.
Piedevas MV kompozīcijas varianti uzrādīti 1.tabulā.The composition compositions of the additive MV are shown in Table 1.
1.tabulaTable 1
* Komponentu C-3 un KOH aprēķins dots uz sauso vielu.* Calculation of C-3 and KOH for dry matter.
2.tabulā līdzās ģipša un anhidrīta saistvielu raksturojumiem, kas izmantoti, lai pārbaudītu plastificējošās piedevas MV iedarbību, ir uzrādīti ģipša pushidrāta saistvielas raksturojumi, kas izmantoti prototipā /4/. 2.tabulā uzrādīti arī plastificējošo piedevu C-3, Lomar D un modificētās Lomar D optimālo daudzumu iedarbības rezultāti uz ģipša saistvielu, kā arī dažādu MV piedevu variantu pielietošanas piemēri. 4 Table 2 shows, besides the gypsum and anhydrite binder characteristics used to test the effect of the plasticizing additive MV, the gypsum push hydrate binder characterization used in the prototype / 4 /. Table 2 also shows the results of exposure to optimum amounts of plasticizer additives C-3, Lomar D and modified Lomar D for gypsum binders, as well as examples of the application of various variants of MV additives. 4
No uzrādītajiem datiem izriet, ka piedeva MV ļauj pazemināt ģipša un anhidrīta saistvielas ūdensnepieciešamību par 33,4-48% atkarībā no saistvielas veida, turpretī ar modificēto Lomar D piedevu maksimālā ūdensnepieciešamības pazemināšana nepārsniedz 20%. Ģipša izstrādājumu izturība uz spiedi, izmantojot MV, palielinās ne mazāk kā 1,89 reizes, bet dažiem saistvielu veidiem pat 3,5 reizes. Izmantojot prototipa piedevu, analoģiska izturība palielinās ne vairāk kā 1,65 reizes.According to the data presented, the additive MV allows to reduce the water requirement of the gypsum and anhydrite binder by 33.4-48% depending on the type of binder, whereas the modified Lomar D additive does not reduce the maximum water requirement by more than 20%. The compression strength of gypsum products increases at least 1.89 times with MV, and even 3.5 times with some types of binders. With the prototype additive, the analogue strength increases by no more than 1.65 times.
Ģipša izstādajumu ūdensizturība (mīkstināšanas koeficients Km), izmantojot MV, palielinās ne mazāk kā par 32%, bet prototipam analoģisks efekts nav novērots.The water resistance (softening coefficient Km) of plaster exhibitions increases by at least 32% when using MV, but no effect similar to the prototype is observed.
Ieteicamā plastificējošā piedeva MV pārsniedz visus zināmos analogus pēc plastificējošās un stiprinošās iedarbības javās no ģipša un anhidrīta saistvielas, kā arī būtiski atšķiras no prototipa ar ūdensizturības (mīkstināšanas koeficients) palielināšanu izstrādājumiem, kas izgatavoti no ģipša un anhidrīta saistvielas.The recommended plasticizer additive MV exceeds all known analogues in the mortar from gypsum and anhydrite binders, and differs significantly from the prototype in increasing the water resistance (softening factor) of products made from gypsum and anhydrite binder.
Ieteicamā plastifieejošā piedeva MV, atšķirībā no prototipa, samazina ģipša un anhidrīta saistvielas javu skābumu līdz pH 8-9 un sekmē ģipša izstrādājumu armatūras korozijas samazināšanu.The recommended plastering agent MV, in contrast to the prototype, reduces the acidity of gypsum and anhydrite binder mortars to pH 8-9 and contributes to reducing corrosion of gypsum products.
MV plastificējošās piedevas iedarbības efekts uz ģipša un anhidrītu saistvielu jāvām ir to komponentu kompleksas iedarbības rezultāts, kuru nav prototipā.The effect of MV plasticizer additive on gypsum and anhydrite binder compounds is the result of complex action of components not present in the prototype.
Informācijas avotiSources of information
1. PSRS autorapliecība Nr. 1276645 AI C 04 B 1/00, 1983.1. USSR Author Certificate No. 1276645 AI C 04 B 1/00, 1983.
2. PSRS autorapliecība Nr. 1474122 AI C 04 B 11/024, 1986.2. USSR Certificate of Author Nr. 1474122 AI C 04 B 11/024, 1986.
3. TY-6-36-0204229-625-90.3. TY-6-36-0204229-625-90.
4. ASV patents Nr. 4237260 C 08 6/00, 1980 /prototips/4. U.S. Pat. 4237260 C 08 6/00 1980 / Prototype /
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| LVP-92-195A LV10006B (en) | 1992-11-10 | 1992-11-10 | Gypsum plasticizer of forming mixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| LVP-92-195A LV10006B (en) | 1992-11-10 | 1992-11-10 | Gypsum plasticizer of forming mixture |
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| Publication Number | Publication Date |
|---|---|
| LV10006A LV10006A (en) | 1994-03-10 |
| LV10006B true LV10006B (en) | 1994-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| LVP-92-195A LV10006B (en) | 1992-11-10 | 1992-11-10 | Gypsum plasticizer of forming mixture |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005054150A1 (en) * | 2003-12-03 | 2005-06-16 | Mikhail Tselner | Fresh concrete and admixture for fresh concrete |
| WO2006091062A1 (en) * | 2005-02-25 | 2006-08-31 | Lazars-Harijs Cimermanis | Method for modifying gypsum cements |
-
1992
- 1992-11-10 LV LVP-92-195A patent/LV10006B/en unknown
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005054150A1 (en) * | 2003-12-03 | 2005-06-16 | Mikhail Tselner | Fresh concrete and admixture for fresh concrete |
| WO2006091062A1 (en) * | 2005-02-25 | 2006-08-31 | Lazars-Harijs Cimermanis | Method for modifying gypsum cements |
Also Published As
| Publication number | Publication date |
|---|---|
| LV10006A (en) | 1994-03-10 |
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