Galkina D.K. 
East-Kazakhstan State Technical University in the name
of D. Sericbaev
Anhydrite binder on the basis of
technogenic anhydrite
 
One of
commonly used constructional materials in construction activity are gypsum and
anhydrite binder and their products. Additional source of base material for
gypsum and anhydrite binder  production
on their basis are sulfate-containing waste, such as phosphogypsum, borogypsum,
titanogypsum, flourgypsum, sulfogypsum etc., this helps to economize the best
part of natural resources and deal with the problem of environment protection.
The
subjects of  study is technogenic
anhydrite (CaSO4) – mud coming from fluoric production, appearing in
Ulba Metallurgic Plant in East Kazakhstan, and represents  solid acid calcium sulfate wastage. 
Acid
wastage coming out of baking is granular grey material. Granular size is from
0,3 mm to (40-60) mm. pH level ~ 1,8. The chemical composition of wastage is
the following: ÑàÎ – 31; SO3
– 44; Fe2O3 – 0,5; MgO – 0,04; Cr2O3
– 0,01; TiO2 – 0,02; Na2O – 0,02; K2O – 0,02, Ð2Î5 – 0,04. According
the results of X-ray phase analysis acid technogenic anhydrite has the
following phase composition, mass. %: 
CaSO4 – 88,5-98,2; H2SO4 – 10-15; CaF2
– 1-1,5; HF – up to 0,5.
To use
acid wastage of fluoric production, first of all it is necessary to saturate
extra quantity of acids. The saturation of acid wastage was making till neutral
or alkalescent pH level.
During
mixing with the water neutralized anhydrite showed subastringent state, as
represented generally solventless anhydrite 
(AII). For the purpose of   technogenic
anhydrite activation ruin was used and additionally grind mixture was produced
till specific surface  of cementing component.
As a result synthanite  of air hardening
on the basis of technogenic anhydrite, specified by the strength aged 28 days:
under compression 11,2-17,8 MPa, under curve – 2,2-4,7 MPa, with pH level
=10-12, softening factor - 0,4-0,5, water demand – not above 42 % [1]. 
To
develop this sphere of using bonding material, the next stage was research in
waterproofing of synthanite  of
technogenic origin [2].
Gypsum
cement pozzolanic binder (GCPB) [3], received by means of adding gypsum binder
and active mineral admixture, except cement. As a pozzolanic admixture it is
usually used: bergmeal, ash, granulated blast - furnace  slag. The following mixture GCPB  %  is
mostly used  by weght: gypsum binder
75-50, portland cement           15-25,
pozzolanic admixture 10-25.
Other
subject of study is composition anhydrite 
binder  on the basis of technogenic
anhydrite, including complex of admixtures, specifically cement, farewell and
ash dump mixture. Composition anhydrite 
binder of higher water resistant, on the basis of technogenic anhydrite
was found after the research, with water requirement not above 38%, with the
strength 28 days from 20 to 30 MPa and from                     3,7-6,0 MPa, under compression and curve, with
the coefficient  softening from 0,72 till
0,81, depending on the compositional analysis.
The
structure of anhydrite binder of air hardening and composition anhydrite  binder of higher water resistant is on the 1st
picture.
 
 
   
 
   
   
   
  
   
 
   
   
   
  
 
 
 
 
 
 
 
 
 
 
                                 à                                                               
b             
 
a-air
hardening; b-higher water resistance 
drawing 1- the structure of anhydrite binder  on the basis of technogenic anhydrite  at the age of 28 days
 
Developed
anhydrite binders on the basis of technogenic anhydrite are recommended for the
producing of structural material  and
its products, including dry plaster- binder of air-hardening,  wall products –binder of higher water
resistance.
The
using of binder of higher water resistance on the basis of anhydrite wastage allows
to extend raw material base of anhydrite binder and additionally utilizes
waste.  
 
Literature
 
1.               
Rodin A.N. Utilization of gypseous
wastage of East Kazakhstan for the purpose of getting binder and structural
material on its basis. Report about R-effort 
¹ of gosregistration 
0109PK01151/A.N. Rodin, A.A. Hayrullina, D.K.Galkina, and ect. – EKSTU
in the name of Serikbaev – 2009.
2.               
Galkina D.K. Development of binder
of higher water resistance from hydrogen fluoride wastage. D.K Galkina, A.N.
Rodin, A.A. Hayrullina // Vestnik            
EKSTU, 2010. ¹2.
3.               
Volzhensky A.V. Gypsum cement pozzolanic binder, concrete and products./
Volzhensky A.V,V.I.Stambulko, A.V.Ferronskaya –M.: Literature about construction,
1971. p. 319.