SCIENTIFIC ABSTRACT ALEKSEYEV, S.I. - ALEKSEYEV, S.V.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000100920020-7
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: March 20, 2001
• Sequence Number: 20
• Publication Date: December 31, 1967
• Content Type: SCIENCEAB

118-58-5-9/18
A Complex Automation of Basic Operations on the Mine's Surface
control of all surface mechanisms from 5 operatine points
(enumerated in the articl e). The oyatem of operation and
control is based on a wide application of low-voltaec;
apparatus and semiconductor elements. The Institute "Gipro-
ugleavtomatizat3iyall has designed constructions in cooperation
with the Konotopskiy zavod "Xrasnyy metallist" (Nonotop I'lant
"Krasnyy metallist") for the automati-:~ and remote control of
surface operations using relays, ztart3re, svitches, serrii-
conductor elements and other devices band ap,.arntucpst but
they have not found practical application yet. Evcn without
a thorou6h reconstruction, Cood results arn beinC achieved
by using the automation means already devised. Accordina
to the DonLGI, a labor force reduction of 2C-21,-,,/-U -,~Eai be ob-
tained on the surface of a nodivw Doi:br~ss mine (pxoduction
700 tons per day) by bringing into une the v;orked-out 3chemes
and means of automation at the skip lift, of Lubs
in the cages, aorting, coal loading; into IRR wagons and rock
U
dumping. This surface automation is lag:-iLg fz.~r behind
0
Card 2/3 foreign practice. A plan for 1958-1965 Providio-'- for the

118-58-5-9/18
A Complex kutomation of Basic Operations on the Line's Surface
the introduction of complex automation to all basic opera-
tions on the mine's surface and shaft bottoms at 305 operating
mines.
AVAILABLEi LAbrary of Congress
Card 3/3 1. Mines-operation 2. Mining engineering-USSR

SIMOLI.N. V.A., dotsent; ALEKSEYEV, S.I.
Osteomas of the cranium according to data of the otorhinolaryngological
department of the N.A. Semashko Clinical Hospital for a period of
ten years. Zhur. ush. nos. i gorl. bol. 23:33-35 N-D 163.
(MIRA 17:5)
1. 1z kliniki bolezney ukha, gorla i nosa (zaveduyushchiy -
dotsent V.A. Simolin) GorIkovskogo meditsinskogo instituta i
ushnogo otde'Loniya GorIkovskoy oblastnoy klinicheakoy bollnitsy
im. N.A. SemashIm.

L 40048-6;.__
ACC NR4 AP6022032
SOMICE CODE: UR/012C)/C~6/000/06~/0--2-0-2/-0-2-0-5*"
AUTHOR: Alekseyev, S. I.1 Karpukh V. L; Aikokqy9nko,__Y.
ORG: Institute of Atomic Energy, GKAE, M .oscow (Institut atomnoy enorgii GKAE)
TITLE: LLI~/dif~fractcmeter yith an ionization cha .mber fl
SOURCE: Pribory i takhnika eksperimenta, no- 3, 1966, 202-205
TOPIC TAGS: x ray diffraction study, x ray dilfractometer, ionization chamber
ABSTRACT: The reflected x-rays are recorded by an ionization chamber and an
electrometer amplifier. The latter's signal is fed to a recording potentiouketer
(10-mv sca:Le); simultaneously, the potentiometer receives camera-angle marks. The
argon-fiUed ionization chamber has electrodes spaced by.10 mm. A specially-selected
peanut-size 6N15P triode is used as an electrometer tube. Amplifier noise, 10'" amp;
measurable currents, 1d-14 amp. These characteristics are given: recording-system
sensitivity 100 quanta/see of Kor~ -copper radiation; repeatability of line intensity
recording, ~ Vo; time constant, 15--25 see depending on sensitivity; x-ray pictures
with an intensity.up, to 50000 quanta/sea can be recorded. Orig. art. has: 3 figures.
[03]
SUB CODE: 20, 09 / SUBM DATE-. 3~Mar65 / ORIG REF: 001
UDC:

., I ALEKSEYEV, S.K.; SIEHU7SKOY, K.A.
~2 ''i
Statrility of the form of the frequency characteristic of
an electron tube amplifier with two-stage filters. Elektros-
viaz' 18 no.2:69-73 F 164. (MIRA 170)

ALEKSEYEV,.jSe:r!geY,-Konslant_ir,ovich; SlicHUTSKIY, K.A., dots., red.
[Calculation of optinum alternatives in trultiple stage
amplifiers] Raschat optimalinykb variantov mnogokaskad-
nykh usilitelel. Moskva., Enagila, 1965. 190 P.
(14111A 18:6)

,..DIONOV, Leonid Yevgenlyevich, dots-.; DUWSTS9 levgeniy Ardreyevichp doto..l
AMSEM S-L., starshiy prepodavatelij SLAVOROSOV# A.Kh.9 red.
et=t= A-- - -
izd-va,- QWOVA9 VO'V.t tekbn. red-
[&u-veying in ope-pit mining] Maksbaiderokle raboty Pri OtkrMkb
rasrabotkakb. Moskval Gov* DM W.Ujdm. Iza-vo po gornom d6lu
1961. 334 p. (MIM 3,4-.;j
1, VsosoyasM zaocb kb~jcbeskjy Institut (for RodionoV*.
Bagayetst Alekseyev) My p9lits
(Mino go-veying)

RLWA, Yevgeniy 7evtikhiyevIch; ALEKSBYBT,'Sergey Loonidovich;
SLAVOROSOV, A.Kh., red.iz&-va;-Su&RTI.LXX, I.D., Telfffir.Ted.
[Sa"eying and geology in mining enterpriuesj Karkshaidersko-
geologicheskaia slushbe na gornykh predprlistiiskh. Rookva.
Oos.nauchno-tekhn.izd-vo lit-ry po gornomu delu. 1960. 89 p.
(Mine sur-09ying) (Kining geology) .(KiRA 14.,4)

RODIONOV, Leonid Tevgenlyevich. Prinimal uchastiye ALEKSLTff.--&'A**
gornyy inzh.. MAVOROSOV, A.Kh., red.lzd-vE~--,jKRX=VSKATA,
L.Sh., takha.red..; LOKILINA, L.N., tekhn.red.
(Kine mirveyiug in open pit mining] Marksheiderskoe obsluzhi-
Vanis otkrytykh gornykh razrabotok. )4oskva, Goe.nauchno-takhn.
izd-vo lit-ry po gornomm delu, 1960. 219 p. (MIRA 13:5)
(strip mining) (mine surveying)
.0

ALEKSEYEEV, S.
"Experiences of Scjool Radio Club with Television," Radio 3,o 1, 1252.
IIA Apr 1952

-I-. AVIOE ME I S.
2. USSR (600)
4. Radio, Short-Wave
7. Enthusiasts, short-wave operators. Radio no. 12# 1952.
9. Monthly List of Russian Accessionst Library of Congress, Ilarch 1953, Unclassified.

ALSIMIYET, S.
Sensitive Indicator. Radio no.8:46 Ag '53. (MA 6:8)
(Radio, Short-wave--Receivers and reception)

t-I 1-~ N ~~ y C-- jj- . - - - - - - - - -
ZINDF, D.; URALISKIY. Yu.; SOKMV, V.; A , S,
Preparing for the content of ultrahi6-firequency radio operators.
Radio no.12:46 D 153. (HUA 6:12)
(Radio, Short-vave)
W.

Radio'-v shkole Lladio in Schoo!7(from the series -Iz opyta
pered.ovogo uchitejLya")2_.XChpedgiZp 7 Sheetsp 30,000 copies
Sets forth the results of many years of work by the author inorganizing
a radio circle and guiding its work. It gives circuits and designs of radio
sets built by the pupils themselves and the program of the-radio circle's
work.
Intended for physics teachers.
SO: U-6472, 23 Nov 1954

C
--USSP./-A4iscellaneous --Radio -amateurs
card. . 1/1 Pub. 89 21/401
Authors I Alekseev, S., Instructor of the Moscow 59th High Schobl
Title .0 Obstacles to.the development of radioamateur,activities in the field
of short-wave.and ultrashort-wave operation
periAiCal I.Radio 109 29-30~ Oct 1954
-Abstraot t obstacles to the development-of activities of short-wave and-ultrashort-
wave radio operators are discussed. The'author attributes the slow pro-
gress, in the-above field, to the lack of interest on the part of the
DOSAAF radio-club leaders as well as to the low qualifications of the
technical supervisors attached to these clubs.
Ins Utut i ow,
Submitted: ....
g?,
'in
"MIM11-12,11
0011

ALMIYEV, Bergey Makarovich; ZIMIN, Dimitriy Borisovich; THOITSKIT, L.Y.,
A.I., redaktor; ANIRIA11DY, B.I., tekhnicheekly
redaktor.
.tUltra-shprt wave radio stations for schools] Shkolluaia UKV radiostan-
.. Isila. Mobk~a, Izd-vo DDSAAY, 1956. 70 P. WaA 9:6)
(Radio, Shortvave)

ALMSEM, S. (MoBkva).
-
Maiter oscillator for UHF transmitter. Radio no.10:
27 156. (MLRk gal)
(Radio, Shortwave--Transmitters and transmission)

PHASE I BOOK EXPIDITATION 8D9
AlekseM*, Sergey Makarovich
.~Rsdiolyubitellskaya UK7 apparatura. (Microwave Equipment for Radio Amateurs)
Moscow,,- Goseiergoizdat', 1958. 1T5 P. (Series: Massovaya raUdbiblioteka,,
vYP- 28T) T52000 copies printed.
Ed.:'Rskinov, V.N.; Tech. Ed,: Medvedev, L.Ya.; Editorial Board of Series;
Berg, A.I., Dzhigit, I.S., Kulikovskiy, A.A., Sairnov, A%D9, Tarasov,, Vol...
Chechlk,~P.O,,, Shamhur,, V.L.
PUMSE: The book is Intended for members of bi& school radio clubs, It
can also be ubeful to Individual radio amateurs working In the microwave rangeo
COVERAGE: The book presents a description of home-built microwave sWarabm for
amateur radio communication. Attention is given to the construction of
microwave adapters, receivers,, transmitters,,and trensmitter-receiver sets
for use on frequencies of 38-40, 144-146, and 420-425 megacycles. Sever4a
types of microwave antennas as well as essential measuring equiVment used
card 1/6

Microwave F4~iywnt for Radio Amateurs
by radio amateurs are discussed,' No personalities are mentioned. There
we no references&
TAKE OF CONENTS:
Foreword 3
Introduction 4
Ch. 1. Adapters for Broadcast Receivers 10
1. Adepter using a 6Zh4 tube (38-40 megacycles) 10
2. Two-tube adapter'using bantam tubes for two frequency ranges:
38-40 me and 144-146 me 13
3. Single-tube adapter for 144-146 me for types A-7-A and
A-7-B receivers 17
Ch. 2. Recievers 20
1, Superregenerative receivers 20
1. Battery receiver with speriodic anlification (38-40 me) 21
2. Three-tube battery, recelver (38-40 me) 24
3. Receiver u6ing a 6M tube (38-40 ic) 27
Card 2/ 6

Micravave Equipment for Radio Amateurs
1-7-2 receiver using bantam tubes (3"0 me)
5. 2-Y-2 receiver with a lav degree of noise (38-40 me)
II, Superheterodyne receivers
6. Battery superheterodyne receiver with a superregenerative
detector (38-40 me)
7. Superheterodyne receiver vith a euperregenerative detector
(144-146 me)
8. Eight-tube receiver for long-distance commmication in the
meter band (38-40 me)
Ch-,~3. Transmitters
19 Transmitter using a 6P3S tube (3a-40 me)
2. Tranmdtter using a G-807 tube (38-40 me)
3. Transmitter with mplitude and frequency mo&LIation (38-40 me)
4. Oscillator adapter for the 144-146 me range
5. Ca-ystal-controlled oscillator (144-146 me)
Card 3/6
809
30
36
38
k2
47
50
55
55
59
62
73
75

Microwave Equipment for Radio Amateurs
1. Simple antennas
3,"Amerikanka," type antennas
4. Rod. antennas
5. Horizontal antenna with parallel feed
6. Half-vave dipole with symetrical. feeder
7. Half-vave dipole vith asymetrical, coaxial cable feeder
8, Polded-dipole antenna
9. Folded dipole vith a coaxial cable feeder
,n. CouWlex antennas
10. Horizontal directional antennas dr the 14mve channel" type
11, Vertical directional antennas of the "vave channel* type
12. Corner-reflector antenna
Ch, 6# Measuring Apparatus
1. Heterodyne resonance indicator
2. Resonance wavemeter
3. Field strength indicator
4. Modulation meter
809
135
135
139
144
146
151
152
152
158
159
160
i6o
3.62
:L65
167
Card 5/6

ALEKSEYEV, Sergey Malcarovich; YEFRFJUVJL, red.; TROITSKIY, L.V.,
-- red.; FAYNSHMIDT, F.Ta., tekhn. red.'
[The ShK-2 transmitter-receiver for school uBe]Shkollnaia radio-
stantaiia. ShK-2. Moskva, Izd-vo DOSAAF, 1962. 119 p.
(MIRA 16:2)
(Radio-Educatien and training)

ALEKSEYEV, S.M.; BOLISHOV, V.M.; VITKOV, M.G.; GUKIN~ V.I.; IVANOV,
V.M.; MALININ, R.M.;, PILTAKYANq A.M.; FLWIN, Yu.N.;
SObOLEVSKIY, A.G.; BURLYAND, V.A., red.; BORUNOV, N.I.,
tekhn. red.
(Handbook for beginning radio amateurs] Spravochnik nachi-
naiushchego, radioliubitelia. Pod obshchei red. R.M.M&linina.
Izd.2., stereotipnoe. Moskva, Gosenergoizdat, 1963 623
(Massovaia radiobiblioteka, no.400) (MI;! 16:4*
(Radio--Handbooks, manuals, etc.)
(Radio operators-Handbookag manuals, etc.)

PHASE I BOOK EXPLOITATION SGV/5822
A-lekseltrev- Semen Mikhaylovich, Yakov Vladimirovich Balkind, Aleksandr
-::~~~~~~niamin Semenovich Yeremin, Aleksandr
Solononovieh Povitskiy, and Naum Llvovich Umanskiy
Sovremennyye eredstva avariynogo pokidanlya samoleta (Modern Facilities
for the Emergency Aban:16nment of an Airplane) Moscow, Oborongiz,
1961, 450 Pi Errata slip insetted, 4000 copies printed.
Reviewer: A. 0. Brunov,, Rngineerl..3d.: A. 1. Sokolov., Engineer;
Ed of Publishing House: A.. 0"'Belevtoeva; Tech. Ed.: P. V.
Si;horbakov; Managing 31d,:. 3.0D. Krasillnikov,
PURPOSEt -This book in intended for engineering and technical per-
sonneil.in the aircraft Industry scientific workers, and flying
and technical personnel of the hoviet Air Force.
COYM01j': Based onnon-Soviet souroes' the book reviews briefly
the development of flyers, escape equipment,, describes the con-
strue.t.lon of ejection seats, and giWeo design and calculation..
Card 1 42
Foreword.
Ch. 1. "neral Information on Modern Escape Facilities for,kir-
craft Creve in Distress 5
Card 2/0,2

ALLKSE-Y-01) S. ?"'.
I'lleat of Adsorption from, Solutions at Ya-z-nilous TemperatureS,ll Zhur. -Fiz. Klnim.,
23, I:c) 9, 1949.

- i
== , . ).11.
Punping Machinery
Calculation of the resistance in the pipes of concrete pumps. Mekh. stroi, 9, no. 11 1952
Monthly List of Fosslan Accessions, Library of Congrez-.9, April 1952. T-MCLASSIFIED

RARLYATXV, K.H.; Al-MMMY, S.N.
[Concrete pumps] Betononaeosy. Xookva, Gos.nauchno-tekbn.izd-vo mushino-
atroit.lit-ry, 1953. 110 P. (KLHA 6-.8)
(Concrete construction) (Pamping macbinery)

BESSIR. Ya.R., kandidat tekhnicheskikh-nauk;.-BATS, M.N., inzhener.
"Concrete pumps.* X.M,BarllaeY, S.N.Alekesev. Reviewed by IA.R.Basser.
M.N.Sats. Mekh.strol. 11 no.6;31-32 je 154. . WaA 7:6)
(Concrete construction) (Punplpg machinery) -

Y\, 1~ V 1-\I-- - - - - -
97 -1 - 8/10
AUTHDRt Moskvin, B.M., Dr. of Technical Science, Prof., and Alekseev, S.N.,
Candidate of Technical Science.
TITLE: Method of Improving Corrosion Resistance in the Reinforcement
of Concrete Construction. (Sposoby povysheniyakorrozionncy
stoikosti armatury zhelezobetonrWkh konstruktalY.)
FERIODICiL: Beton i zhelezobetonp 1957, No. 1, pp. 28~-291 (U.Sa S.R.)
ABSTRACT: The corrosion resistance of steel is affected by t~e'~quality of
the concrete used,, and decreases with decreasing alkalinity.,
i.e. when the hydrogen ion concentration falls ' bel*oi~ 9.5
which;can occur due to the carbonization of-the cement matrix
which is in direct co)ntact with the reinforcembht. The degree
of carbonization depends on the permeability of'the protective
layer, the permeabIl#y being a function of the density and of
the thickness of the layer. Considerable reduction of the
permeability can occur during autoclave curing, especially
when cement containing silica additives is used. In all these
cases the degree of corrosion is influenced by the thickness of
Card 1/3 the protective layer both during the initial stages of the hardening

97 - 1 - 8AO
TITLE: Method of Improving Corrosion Resistance in the Reinforcement
of Concrete Construction. (Sposoby povysheniya korrozionnoi
stoikosti armatury zhel.ezobetorm* konstruksiy.)
and during the final stages when corrosion is retarded by the
formation of metal recommended to ensure a substantially thick
protective laysr. Various methods devised to achieve this protective
coating were submitted to the authorities, e.g. the coating of
the reinforcement with a cement slurry containing various additives,
coating with a layer of bitumen, etc. The first method did not
prove to be successful, the second method, although more advantageous,
has the following disadvantages: the adhesive properties of the
concrete and the steel are not utilised, it is difficult to ensure
the coating of all steel surfaces, and there is the undesirable
effect of heat on the bitumen during autoclave treatment. The
best method of protecting steel surfaces appears to be the
"neutralisation" of the surfaces of the reinforcement. Ordinary
concrete, duo to its high degree of permeability, acts as a
"neutraliser". Experiments were carried out to bring about this
"neutralisation" artificially. Various inorganic salts are known
to act as okidising agents and thus act as "neutralisers",
,psphates and some alkaline metal salts.
Card 2/3 e.g. chlorides, nitrates, ph

97-57-9-9/17
AUTHOR,.- Aleicseyev, S. N. (Ca%didate of Technical Sciences).
TITLE: Damage to Columns of/Reinforced concrete Water-cooling
Tower'Built From Concrete Liable to Deterioration by
Frost. (Razrusheniye kolonn,zhelezobetonnoy gradirni iz
nemorozostoykogo betona). ,
PERIODICAL:Beton i Zhelezobeton, 1957, Nr-9- pp.368-369. OSSR).
ABSTRACT: The reinforced concrete hyperbolic-shaped water-cooling
tower of the TETs, No.16 of the 1~osenergoj discussed
in an article entitled "Construction of a Reinforced
Coiierete Hyperbolic Water-Gooling Towe by 1. F. Otlivnoyp
Sh-Kh. Kulalchmetov and 1~- Ya. Turchin TRef.1), is cariried'
on 72 inclined pre-cast reinforced concrete colubnap
octagonal in sectionp and 340 mm high. The columns are
reinforced with 8 steel bars of 24 mm diameter, and
spiral reinforcement of 8 mm diameter at 100 mm intervals.
Concrete Mark 140 should have been used, but the columns
were made from ooncretd Mark 200, and no frost-reistanoe
tests were carried out. The cement tised was of the
pozzolana Portland cement type Mark 400 having slump
tes~ values of 4-6 cm, with a water/cement ratio of 0.59,1
1 M of this concrete contains 300 kg cement, 601.8 kg
of sand and 1280 ke, of aggregate. Pst cubes after 7
card 1/3 days showed strength of 113.4 kg/cm , and after 28 days

97-57-9-9/17
Damagp to Columns o:eReinforced concrete Water-~Cooling Tower Built
from Ooncrete Liable to Deterioration by Frost.
198.6'kg/cm2; The sand and aggregate were from the
Petrovsk pit. 'The sand was not sieved and the aggregate
was not washed. The concrete was mixed in mixers, put
into wooden form-work, and consolidated by 1-21 type
vibrator. The concrete was hardened by steam-curing at a
tempe'rature of 70-BOOC for 18-24 2hours. The final strength
of the concrete was 80-190 k9/cm . The water-cooling tower
was put into use in 1955. In the spring of 1957p con-
siderable deterioration of the columns occurred, especially
where the cooled water flowed. The columns developed
cracks on the surface, and the concrete broke off in
slabs, so that the spiral reinforcement was in many cases
exposed (see Fig.1). 12he lo;ver part of the columns were
covered by deposits of cal ium carbonate, the result of
all,~alization due to water ?see Fig.2). Some cracks were
5-7 3m deep, exposing not only the spiral reinforcement,
but also the main reinforcement. This is odused by freez-
ing of porous concrete saturated with water. The low
frost-resistance property of the concrete is due to in-
sufficient density caused by the use of pozzolana Portland
Card 213. cement and the high water content. The damaged parts

a 97-57-9-9/17
Damage to Columns of/Reinforced Concrete Water-Cooling Tower Built
From Concrete Liable.to Deterioration by Frost.
of-the column were removed, and the columns were
eased iii steel mesh, and a fresh layer of concrete'
applied. 'Experience shows that for this type of don-,
struotion, high density concrete should be used t6
prevent destruction by ioe formation in the pores.
VAILABLE: Library of Congress.
1. Water tower-Construction 2. Concrete-Reinforced 3.
Deterioration 4. Concrete-Weather factors
Card 3/3

____ ___ , _V_ --doktor --tekhn- nauk- prof - ----ALFKSEY3V SH.-Vkand.tekhn.nauk-------
MOSKVIN J40 6 0 0, 0
Durability of concretes during 'kibe'z Ing afid'thaving In sallne solutions*
Trudy NIIZRB no.2:25-43 '58. (MIRA 11:9)
(Concrete--Corrosion) (Coacrete--Testing)

Z Ek V Iv-
HWUIN9 VeR., prof.1 AT NKSMINY, S.N.. kand. tekhn. nank; SATRAKOV, V.G.,
Iffect of the added quantity of tripoli earth on the frodt resistance
of concrete. ]Mt. i shel.-bet. no.2:0-62 7 158. (mm 1112)
1, Chlen-korrempondent Akademii stroltelletva i arkhttektury SM
(Concrete-Cold weather conditions)
(Corrosion and anticorrosives)

MOSKVIN, V.M., doktor takhn.nauk prof.; AI&SEYEVI-I
i4il ~ ~ .
Frotecting the reinforcing 0 . In various concretes from co"osion,
Trudy HIMB no*2tl34-146 158. (MIRA 1119)
(Steel--Gorrosion) (Reinforced concrete)

SOV/97-58-10-9/17
AUTHORS: 41ekseyev' S-N and Rozenfelld, L.M,
kuanaidath nf lechnical Sciences)
TITLE: Corrosion of Reinforcement in Articles made from
Autoclave-Cured Cellular Clinker Concrete (0 korrozi~
armatury v izdeliyakh iz avtoklavnogo yacheistogo
zolobetona)
PERIODICAL; Beton i zhelezobetonj 1958, Nr 10, P 388 (USSR)
ABSTRACT., The Khrakh6fta factory for building materials produces from
cellular-boncrete large wall panels and slabs for
industrial buildings. Cellular concrete has the
following aggregate per 1 m3s 260-280 kg portland
cement or slag portland cement mark 400, and 52o-56o kg
ground slag. For aeration of the concrete hydrolyzed
blood is used (GK). Tests of the technical advisory
bureau TsNIPS showed that it is possible to use in
cellular concrete, instead of sand7 clinker from
Mrakh&ka Hydro-electrie Power Station. The volumetric
weight of aerated clinker concrete7 in the case of wall
panels and slabs type KAP, is between 800-900 kg/m3 and
the stre th in compression 60-70 kg/cm2. Large panels
Card 1/3 up to 6.?x 1.5 m, 20-30 cm thick, were used in Lugansk
Hydro-electric Power Station. Intensive corrosion of

SOV/97-58-10-9/17
Corrosion of Reinforcement in Articles Made from Autoclave-Cured
Cellular Clinker Concrete
the reinforcement of these wall panels was observed, and
specialists were called in from the Institute for
Concrete and Reinforced Concrete (Institut betona i
zhelezobetona) ASIA SSSR. It was found in the majority
of cases that when panels had been deposited in the open
the reinforcement corroded, especially in those cases
when panels had been stored for a long time in the open:
these were badly corroded and showed hair cracks running
along the ribs on the inside. The same corrosion
appeared in W slabs. Tests showed that the water
content of those aerated clinker concrete slabs2 which
cracked due to exposure to weather, reached 40-459,
whereas when these left curing the water content was not
higher than 20-25%. The high water content of aerated
clinker concrete accelerates corrosion of reinforcement.
Further, the tests showed that after accelerated curing,
i.e. drying, provided the panels are protected against
rain7 corrosion ceased and did not recur. To protect
the reinforcement used in aerated clinker concrete
Card 2/3 against corrosion various protective coatings are applied

SOV/97-58-10-9/17
Corrosion of Reinforcement in Articles made from Autoclave-Cured
Cellular Clinker Concrete
and the articles are kept under cover, The Central
Laboratory for Corrosion of the Institute for Concrete
and Reinforced Concrete recommended the following
effective procedures to protect tho reinforcement:
(1) coating the reinforcement with a cement-casein
suspension with the addition of a passivating agent$
as) for example, sodium nitrate. (2) storing finished
articles under cover; if there is no covered store
available it is advisable to protect the surfaces from
water by using hydrophobic or other film forming
materials'affording weather protection.
Card 3/3 There are no figures, no references,

AUTHOR: Alekseyev, S.N. 32-1-4W55
TITLE: An Apparatus for the Photographing of an Evolute Surface of
Cylindrical Metal Bodies for the Purpose of Carrying Out Corrosion
Tests (Pribor alya foto8rafirovaniva razvertki poverkhnosti
tsilindricheskikh cbraztsov metalle pri ispytanii na korroziyu).
PERIODICAL: Zavodskaya Laboratoriya, 1958, Vol. 2)+, Nr 1, pp. 108-109 (USSR)
ABSTRACT: The principle of the apparatus recommended here consists in
taking a photographio picture of the surface of a cylinarioal
body through a narrow slit which corresponds to the length of the
sicis of this boayj by cau ing the cylindrical body to revolve
round its axis in front of the film camera a film is obtained
that represents the unrolled surface of the cylindrical body. The
same effect can be obtained if the film camera moves synchronical-
ly round the oylindrical body, but the first-mentioned order is
technically more easily to be attained, and therefore it serves as
the principle upon which the apparatus recommended is based. The
apparatus is represented in form of a drawing and described. There
Cara 1/2 are 2 figures.

An Apparatus for the Photographing of an Evolute Surface
of Cylindrical Metal Bodies for the Purpose of Carrying
. Out Corrosion Tests
32-1-4W55
ASSOCIATION: Scientifio Research Institute for Concrete and Reinforced'
Concrete of the Academy of Building and Architecture,
USSR (Nauchno-issledovatellskiy institut betona i zhelezobetona.
Akademii stroitel'stva i arkhitektury SSSR).
AVAILABLE: Library of Congress
Card ?V2 1. Metallurgy 2. Corrosion-Test methods 3. Cameras

SOV/97-59-1-5/18
AUTHORS: Moskvin, V.M,, Member of ASiA SSSR, Doctor of Technical
Sciences, Professor; . I_Aks;AyAv., .1.1" Candidate of
Technical Sciences, and Batrakov, V.G., Engineer
TITLE: silico-Organic Additive for Increasing Frost-Resistanee of
Concrete (Kremniyorganioheskaya dobavka dlya povysheniya
morozostoykosti betona)
PERIODICAL: Beton i Zhelezobeton, 1959, lir 1, pp.19-21 (USSR)
ABSTRACT: Frost-resistance of mortars and concretes can be considerably
increased by the addition of a now hydrophobic compound
GKZh-94. The optimal quantity of additive recommended to
secure frost-resistanee is 0.1% (by weight of binder).
While this additivq retards hardening in the initial
stages, concrete and mortar have normal strengths after
28 days. Tests with=h-94 (discovered by Candidate of
Technical Sciences M.N* Plungyanskaya) in the form of a
50% aqueous emulsion were carried out by the Laboratory
for Protection of Concrete and Reinforcement' from
Corrosion, of the Institute of Concrete and Reinforced
Concrete ASiA SSSR (Laboratoriya zashchity betona i
armatury ot korrozii Instituta betona I zhelezobotona ASiA
Gard 1/4 SSSR). GKZh-94 has the following properties: it does not

SOV/97-59-1-5/18
Silico-Organic Additive for Increasing Frost-Resistance of Concrete
encourage corrosion; it does not form harmful gaseous
products; it easily emulsifies in water, and emulsion is
permanent. Tests were carried out on test cubesp
70 x 70 x 70 mm in sizep 3p 7 and 28 days after application
of the solution mixed in the proportion of 1/3. The water
absorption was tested by submersion in water for 24 hours
of test cubes 40 x 40 x 160 mm. Previously the cubes
were dried out to a constant weight. Frost resistance
tests were carried out, by an accelerated method, by means
of freezing and defreezing of test cubes in a 5% solution
of natrium sulphate. Results of these tests are given
In Table 1. The addition of small quantities of GRU-94
(0.01 - 0.1% by weight of cement) has no effect on the
normal consistency of cement. When the addition reaches
0.5% or more the density increases. The time of setting
of cement increases with increased quantity of the additive.
The addition of 0.1 - 0.01% by weight of cement slightly
increased the strength of samples. The addition of Oc12 -
0.2% retards the growth of strength, but after 28 days the
Gard 2/4 strength of concrete is slightly higher than the standard

SOV/97-59-1-5/18
Silico-Organic Additive for Increasing Frost-Resistance of Concrete
samples. When 0o2% or more additive is used., the strength
is lower proportion&Uy tx3the quantity of additive, and after
28 days the stren th does not reach the value of standard
test cubes. OIN of additive GKZh-94 does not lower the
wazer absorption of mortar, but with increased amount of
additive the water absorption falls steeply. The optimal
frost-resistance was found with additive of 0.07 - Ool2%
by weight of cement, and this amount also adds to the
strength of the test cubes. The optimal quantity of this
compound, therefore) taking into account frost-repistance and
strength, is 0*1% by weight of cement. Furth'er tests
were carried out using various types of concrete, cements
and. aggregates treated with GKZh-94. Table 2 gives data
of the mineralogical composition of 'clinkers. A detailed
deEicription of various tests and testing apparatus used is
given. Results of tests for frost-resistanoe of concrete
made from cement based on tripoli are given In Table 3;
and values given in Table 4 show that the soundness of
concretes based on pozzuolana cement can be increased by
Card 3/4 the addition of GKZh-94. The percentage of additive

. SOV/97-69-1-5/18
Bilico-Organic Additive for Increasing Prost-hesistance of Concrete
GKZh--94 and its effect on the strength of concrete after
3, 7., 28 and 90 days of hardening are given in Table 5.
Test cubes were tested for breakage on apparatus IChMX-2.
Thero aft 1 f igure and 5 tables.
Card 4/4

ALZK"yjuV, S.N., kand.tekbnonsuk
Units for carrying out accelerate& freezing and thawing teats
on concrete, TmdY NIIZHB no.12:113-124 '59- (KIRL 13:8)
I (Frost resistant concrete-Testing)

MOSKVIN, Y.M., doktor tokbn.nauk, prof.; ALUSY.YV, S.H., Imnd.tol;hn.
naulc
Protecting reinforcements -in porous concretes from corrosion.
Trudy IGIZHB no.8:144-150 159. (WRA 13:4)
1. Haucbno-issladovatol'Bkiy inBtitut betona i zbolozobatona
AluLdemil stroitellstva i arkhitaktury SSSR.
(Reinforced concreto-Corrosion)

HOSKVIN, VISM., doktor tekhn. nauk, prof.;ALMEUV, S.N., kand. tekhn. nauk;
BATBANDV, V.G., inzh.
Effect of various cements on'the strength of concretes and rein-
forcements; Trudy NUM no.9:4-20 '59 (MIRA 13:3)
(C ment) (Reinforced concrete--Testing)

AT, kEtrid. tekhn. nauk
Measuring potentials of reinforoemouto so a means of evaluating
the proteotive charaoteriatics of conarets. Trudy NIIZHB no.9:
21-27 159 (NIU 13:3)
(Reinforood oonorete--Gorrgsioul

MOSKVrN. -Y.M..doktor tekhn. -nsuk~ prof.;ALME33Y, S.N., kand. tekhn. nauk.;
RATRAKOV, V.G., inzh.
Zffeat of soma organic admixtures on the frost resistance of
concretes. Trudy NIIZHB no-9:70-82 159 (MIU 13:3)
(Proat resistant concrete)

AIAMYRY, S.K., kand.tekhnnauk; BATMOV, V.G., inzh.
Carrying out freezing and thawing tests on concretes subjected
to actions of saline solutions. Trudy NIIZBB no.12166-76 159.
(HIM 13, 8)
(ftost resistant concrete--Testing)

i
X06KVINo V*K., doktor tekhn.nauk;_ALUUYEV, S.N., kand.tekhnonauk;
ILINOVA, G.D,# redsixd-va; BOROVWj N,K,, tekhn.red.
[Instructions for protecting reinforcements of reinforced
concrete construction elements from corrosion] Ukazaniia po
zashchite arvatuz7 zholosobatonnykh konstrdktaii ot korroxii.
Koskva, Gqe.izd-vo lit-ry po stroit,, arkhit. i stroit.ma-
terialam, 1960. 24 1). (MIRA l3tO
1. Akademiya stroitallstva i arkhitektury SSSR. InBtitut betona
i zhelezobstona, Perovo. 2. Chlen-kotrespondent Akademii stroi-
tellstva i arkhitektury SSSR (for Hoskvin).
(Reinforcing bars--Corrosion)'

AL
PHASE I BOOK EaMOTTATTON SOV/4491
Akademiya stroitel ttia i spr%hitektury SSSR. Institut betona i zhelezobetona
K~,rroziya zhelezobetona i metody zashchity (corrosion of Reinforced Concrete and
Methois of Protection Against It) Moscow., Goestroyizdatp 1960. 131 P.
Errata slip inserted. Series: Its: Trudy, vyp. 15) 5.,000 copies printed.
Ed.: V.M. Moskvin., Corresponding Memberj Acadery of Building and Architecture
USSR., D-rvctor of Technical Sciences., Professor; Ed. of Publishing House:
M.N. Kuznetsc.-va; Tech. Ed.: E.M. ElIkina.
PLYRPOSE: This bGok is inten6d for scientific research workers and construction
engir.eers apecializing in reinforced--concrete structares.-
COVERAGE: T-he collection of 9 articles deals with corrosion processes which occur
in rOmforced concrete and methods of coubating them. Increasing the duriibility
of n4nf-.,~rced concrete through t~e use of admixtures of organosilicon compounds
or bv using protective coatings 4th lacquers and enamels is anallzed. Ways of
avolding deformations in reinforced concrete caused by frost are discussed. No
personalities are mentioned. References follow each article.

14.
AIKKSAYXV, S., kand.takhn.nauk
Protecting reinforcements of reinforced concrete construction
elements from corrosion* Stroitell no.9:26-27 S 160.
(MIRA 13:9)
(Reinforced concrete--Corrosion)

jozlql
97/6o/ooo/oo9/OC2/OcaAx
It? S100 2 2 DCJ 1 12 73> A053/AO29
AUTHCRS. Moskvin, V.M., Doctor of Technical Sciences, Professor; Alekseyev, SA
Candidate of Technical Sciences; Batrakov, V.G., Engin'eer
TITU: Effect of Certain Organic Admixtures on the Frost Resistance of Con-
crete
PERIODICAL: Beton i zhelezobeton, 1960, No. 9j PP. -389 - 393
MT.,: Kh.M. Leybovich and M.M. Napkin, Candidates of Technical Sciences at
NlItsement have demonstrated that by introducing the necessary quantity of silico-
organic compounds a marked increase in frost resistance can be obtained (Ref. 1).
This has been confirmed by the works of M.N. Plungyanskaya, Candidate of Technical
Sciences, and V.M. Moskvin, Professor (Ref. 2). In previous works (Ri~f. 3) it had
been established that the addition of rK3E -94 (GKZh-94) silicoorganic liquid a
product of hydrolysis of the ethyl dichlorosilane amounting to 0.1% of the weight
of cement increases the frost resistance of concrete 3 - 5 times. The article
describes the results of investigations pertaining to the influence of other well-
-known admixtures, such as sodium abietate (vinsol), and distillation wash from
sulf1te alc6hol. The experimental invebtigation took place in the Central Labora-
Card 1/3

S/097/60/000/009/002/00 8/XX
A053/AO29
Effect of Certain Organic Admixtures on the Frost Resistance of Concrete
tory of Corrosion of the Institut betona i zhelezobetona (Institute"of Concrete
and Reinforced Concrete). The tests were made with concrete prisms 7 x 7 x 22 cm.
made from Portland cemenVof 400 brand and puzzuolania cement of 400 brand. Sand
and gravel (5 - 20 mm fractions) were employed as fillers. The article gives the
chemJ.cal composition of the cements. The following admixtures were used: a 50%
water emulsion of silicoorganic GKZh-94 liquid, nonsaponified abietic resin In
powder form, sodium abeitute in powder folrm ( CH13- SNV), sulfite-alcohol dregs as
liqu'd concentrate. The admixtures were added to the concrete in " the-following
quan-.ities: GKZh-94 0.1% (based on 100% emulsion), abietic resin 0.02%. sulfite-
-alcohol dregs 0.2% (based on the dry substance). After the samples had been prod-
uced and permitted to dry during 28 days, they were submerged in baths with ag-
gressive solutions in which they were kept for 48 hours, after which they were
alternately frozen at -200C and defrosted at +25 - 350C d-iring 8 hours. The de-
gree of destruction of the samples was evaluated by measuring the frequen(Y of the
transversal oscillation of the bending of the sample on the NtIMK-2 (IChMK-2)
device and by weighing- the sample; this permitted to calculate the dynamic-module
oflelasticity of the concrete. The durability of the concrete was judged by the
Card 2/3 $

S109716010001009100210081Y,(
A053/AO29
Effect of Certain Organic Admixtures on the Frost Resistance of Concrete
number of cycles of freezing and defrosting a concrete sample could stand until
suffering a decrease of 25% in the dynamic module of elasticity or a loss of 5%
of the original weight. A number of graphs abows the influence which the above-
-cited organic admixtures have on concrete made from Portland cement and from
puzzuolanic cement. Two comparative tables give the state of durability of the
two kinds of concrete treated with different organic admixtures; the aspect of
the respective samples having undergone the tests are shown on a photograph. The
sdperiority of the silicoorganic compound GKZh-94 over the hitherto best-known
admixtures is proved. The superior frost resistance obtained with GKZh-94 is main-
ly due to the development of fine-pore structure in the concrete, while the water-
-repellent effect is only temporaryfin the event of lasting..contact of concrete
with. water. The utilization of GHZh-94 is recommended particularly for hydrotech-
nical installations. There are 3 tables, 2 sets of graphs, I photograph and 3.
Soviet references.
~Card 3/3

AT 3MV, S.H., kand.tekhn.nauk
Protecting reinforcements from corrosion in porous concretes.
Trudy NUMB no.15:58-71 160. (MIRA 13:9)
(Reinforced concrete) (Corrosion and anticorrosives)

140SHCHANSKIY, II.A. p doktor te-khn. nauk. Prinimali uchastiye; MOSKUN,
V.M.p doktor tekhn. naukp proftj kIZKSEYXV-,-.Si*-.y kand. tekhn.
nauk; KAPK311, M.M.; MEMEV,, V.M.j PODVALINYY, A.M.., inzh.i
STRASIRIYKH2 V.P.p red.izd-va; MOCHALINA., Z.S,, tekhn, red,
[Regulations on the use mid protection of reinforced concrete
in shops with corrosive media]InstruktPiia po primeneniiu i
zashchite zbelezobetona v tsekhakh s agressivnymi aredami.
Moskva, Gosstroiizdat, 1961. 29 p. (MIRA 15:8)
1. Alcademiya stroitel'stva i arkhitektury SSSR. Institut be-
tona i zhelezobetonap Perm. 2. Chlen-korrespondent Akademii
stroitel'stva. i arkhitektury SSSR (for Moshchanskiy).
(Corrosion and anticorrosives)
(Reinforced concrete)

S/081/61/000/024/041/086
B117/B147
AUTHOR: Alekseyev, S. N.
TITLE: Corrosion and protection of the reinforcement of ordinary and
prestressed reinforced concrete structures
PERIODICAL: Referativnyy zhurnal. Khimiya, no. 24, 1961, 311, abstract
241249 (Tr. X.-i. in-ta betona i zhelezobetona Akad. str-va
i arkhitekt. SSSR, no. 22, 1961, 25-39)
TEXT: Methods of preventing corrosion of the reinforcement in concrete by
agents not affecting the concrete are described. The principal causes of
reinforcement corrosion under these conditions are the permeability of
concrete to moistness and gas and also the possibility that oxygen
penetrates to the surface of the reinforcement. The latter is corroded
both by the destruction of the protective layer and if its thickness and
density are insufficient. Owing to corrosion products, a considerable
radial pressure is exerted upon the concrete by its reinforcement, and the
resulting cracks lead to further corrosion. The corrosion of the
reinforcement is intensified or retarded in the former case by the action
Card 1/2

S/081/61/000/024/041/086
Corrosion and protection B117/B147
of additives containing sulfate and chlorine ions, and in the latter case
by the action, of salts of nitric, chromic, benzoic, and other acids.
The operating cross-section of prestressed wire-reinforced structural
parts diminishes quickly, and corrosion is intensified thereby. The use
of compact concrete with protective additives is recommended.
lAbstracter's note: Complete translation.
Card 2/?

ALEXSEXKV,-Ser-ga"ikolqy&yjOj, kand. tekhne nauki GISZAROVA, I.L.,
red. izd-va; RODIONOVAp VA, tekhn, red*
(Corrosion and protection of reinforcement in conerate]Korro-
ziia, i zashohita armatury v betone. 14oskva., Gosstroiizdat
1962. 186 p. (ConcreteIreinforcement) (MIRA 15:91
(Corrosion and anticorrosives)

ALEKSE)5Y, SerRey vich~ ADRBUT, LOV.1 red.; SATAROVA,
A. M.
[Commercial study of livestockp
products] Tovarovedenie skota,
Izd.2., perer. i dop. Moskva,
167 p.
poultry, and slaughter
ptitsy i produktov uboia.
Piabobepromisdat, 1962.
(MIRA 16-7)
(Animal products--Speoifications)

ALEKSKYEV, S.N.;_ARTIPIN, V.A.; ARTAMONOV, V.S.; BALALAYEV, G.A.,
-Eili.4-VOLODIN, V.Ye.; GOLIDENBERG, N.L.; GORINA, B.S.;
GOFENI D.A.; GRISHINp X.Ye.; DERESHKEVICH, Yu.V.;
DORONENKOV,I.M.; KLINOV, I.Ya.,, doktor tekhn. nauk,, prof.;
LEYRIKH, V.E.; LUTONIN, N.V.; YIOLOKANOV, A.V., dots.;
NIOGIN, A.Ya.; PAKHOMOV, U.M.; PROTOSAVITSKAYA, Ye.A.;
I.V.; CHAPLITSKIY, L.A.; TSEYTLINj A.G.;STRAVIYE,P.K.;
ROMOV y
MOSHCHANSM , N.A., doktor tekhn. naukp prof., red.;
PEM- AUYUK, M.V.,, red.izd-va,- TF24KINA, Ye.L., tekhn.red.
[Corrosionprotection in the construction of industrial
buildings] Zashchita ot korrozii v promyshlennom stroitell-
stve. Moskva, Gosstroiizdat, 1963. 406 p. (MMA 16:12)
(Corrosion and anticorrosives)
(Industrial buildings)

-, kand. tekhn. nauk; LYA]QJOVICH, I. A., inzh.;
.A S. N.
sEkK6VA) Z. V.,, inzh.
Using XAP mesh reinforced foam concrete s7aba as coverings.
From stroi 41 no. 12:56-31 D 163. (MIRA 17:5)

MOSXVIN, V.M.;,ALEKSEYEV, S.N.; NGVGCRODSKIY, V.I.
- .......... - -
Passivation and the destruction of the passivity of steel reinforce-
ments in concrete. Zashch. met. 1 no.5:559-561+ S-0 165. (MIn 18:9)
1. Nauchno-issledovatellskiy inatitut betona i zhelezobetona.

T. M775-66 FWW
AZ!C NRs ~ P6017466 SOURCE CODE: UR/OM/65/000/007/OOC6/0010
AUTHOR: Moskvin, V. M. (Doctor oftechnical sciences; P~rofessor); Alekseyev#.Sf No
(Candidate of technical sciences); Novgorodskiy, V. 1. (Engineer)
ORG.: - -none
TITLE: Normalizinj the width of fissures in prestressed reinforced concrete
constructions
..SOURGR: Beton i zhelezobetonp no. 7, 1965, 8-10
~TOPIC TAGS: reinforced concrete* high strength steel, corrosion, electric' conductivily
ABSTRACT: Fi'sixTris up to a certain width In pr,estressed cc.n.crete cause no
Fieduition In the load-carrying capacity or- service 11fet no reduction in the
!usefulness of the-structures. Mereas earlier planning of stress-reinforced
iconstructions did not permit fissures uhere loads were encountered recently,
as a result of successes In the study of the Influmce of fissures on the
istress-deformative state of constructions and longevity of rods, it has become'-
:possible to plan some constructions with allowance for the formation of
-fissures.. This has been responsibles to a great degree, for the wide appli-'-1-
~cation of stressed-rod fittings. 7he high-strength steel used In. such con-
,structions has high carbon contents resulting In the danger of Intercrystal-..'i
line corrosion* Investigations have shown that the corrosion process in the,
reinforcement_,depen-do on. the width of fissures, the aggressiveness. of_.__the,_,
Card 1/2 UDC: 624.0,12-45.ga.5

ACC.M AP6025602 SOURCE CODE: uR/ohl3/66/ooo/013/0042/0042
INVENTOR: AlekseXev-Mokhovj S. N-
ORG: none
TITLE: Ele tric motAith a,rolling cylindrical rotor. Class 21, No. 183274
SOURCE: Izobreteniya, proqrshlennyye obraztey, tovarnyye znaki, no. 13, 1966i 42
TOPIC TAGS: electric motor 46i-EoO roele go7-,q 7-.#0Qa -f! vtpa2p
4)
ABSTRAM This Author Certificate introduces an electric motor with a rolling
cylindrical rotor (see Fig. 1). The rolling surfaces are conical. The rotating epee

Ii t

Fig. 1. Electrical motor with a rolling cylindrical
rotor
I Rotor; 2 stator; 3 conical surfaces;
4
4 screw.
Card 1/2 uDc: 621.313.39
0

A , S.P.
Control of oity noises. Gor.khos.Xosk. 21 n0-7-'31-34 JI 147. (MIRA 6:11)
(Noises)

A :' '~~ , r , , - - - -
A - - -- - --
Noise (in Moscowl Moskva, lzd-vo Akademii nauk -'S-~-*R, 1948. 97 p. (,91-17E28)
QJ 2 4 3 . A 4

A L~;i I, C! is. P.
Physics
"Street noises of lbscow,lt Iz. Ak. Nauk- SSSR Ser. Fiz.) 13p No. 6, 1949.
li,ontill jj~st gf Russia Accessions. Library of Congress November 1952. UNCLISSIFIED.

AIS M YKV, S., prof.
-,,w.~--.Wolse-measuring station. Zhil-kom. kh-Oz. 8 no.5:26 158.
(miRA 11:6)
(Moscow-Hoioe-Measurement)

ALEKSMY, S.P., prof.
Operations of a noise controlling station. Gor.khoz.mosk- 33 no.2:
32-35 P '59. (MIR& 12:3)
1. Nachalln1k stantaii po bor'be a sbumami g.Moskvy.
(Moscow--Noise)

-1 AIZKSEYEV, S.P., prof.-
Studies on the level of noise dJi reoidential buildinffg in Moscow.
Gig.i san. 26 no.l:,69-72 Jai-161. J~ 14:6)
.1. S*metricVeakaym stantaiya Spetsial'n~go arkhitekturi%qZ
konstruktorskogo byuro Arkhitekturno-planirovochnogo upravieniya
Moskvy. (MOSCOW-NOISE)

ALEKSEYEV, SergeyIPPetroviachh-, TIKHONOV, A.B., kand.takhn.nauk,
j_
nauchnyy red.; RYCHEK, T.I., red.; DORODNOVA, L.A., -
tekhn. red. , .- 0
(Noise control in residential and industrial buildings] -
Bortba a shumami v zhilykh i proizvodstvennykh zdanilak4
Moskva, Proftakhisdat, 1963. 110 P. (MIRA 160) '1
(Noise control)

AIMSEM, S.Pi, prof.; FRIDMAN, S.A., red,
[Controlling fitotory noise in industrial amerpr1r3or; a
correspondenco snminarl Borlba a proizvodetvennym shu-
mom na prorqahl.mVkh prodprilatliakh,- zaoohnyl seminar.
Kiev, Lektaila 3, 1963. 50 p. (MIRA 17-10)
1. Xiyevskiy dor. nauchno-tekhnicheakoy pr6pagandy.

S. Aic!~soyev, Ark-h-~-1--A:tUrm, -orlia'-neint 'Q*-~,~,.,,.,~~,,,~~-t,.'.,-.Cll), Talren from
Uorat-ure on ~~rchii',Cc'ur- 2+rmtioll.
A scionti-fic monograph Ti7,rinr a theore"Ical analyc;is of -L-he bases of orrarentat-Lon as a
fiel-A of ity-itative art, and eyomincs the peculiarlt.1-s of So,..--*Let arc'-~I-Iuecturpl
ornur,entation. Illustrations consist of orl-l-i".1al photographs, -rl:ost- oil" ~,hich were ta?,On
for usa in this boo-~ict.
The ',-)ool-1cc, is L-i'llen-led for arc-Atects, construction cn-r-l-c-crs, and reEAcrs iflho are
interested In tho T"rdblcms of art,
SO - MOIL . s o- 61
~ - sovets'-ftYe ! a (Sa7lat BDooks), ~O. 187, 1953, l'0 c (U- '72)

AT-wSEYZV, Bergey Sergeyevich; KUDRYAVTMA, G.A., red.; MAKAROVA, A.N.,
~j- -kv&~
[Liability for the failure to fulfill the plan of railroad
freight transportation] Grazhdanakala otvatetvennoett za
nevypolnenis plans shelasnodoroshnoi perevozki gruzov. Moskva,
Goo.izd-vo iurid.lit-r7o 1959. 175 P. (MIRA 13:7)
(Railroad law) (Railroads-Preight)

GALITSOV, A.D.; DENISYUK, I.N.; LEVANDOVSKIY, S.N.; LOSZV, A.G.; PEZIK,
M.O., PBTROCIERMO, P.P.; SAVOSIKIN, N.M.; TRIJBITSKIY, G.R.;
XHISIN, R.I.; KBROMILIN, V.I.; retsenzent;
GALIPHRIN, L.I.# reteenzent; GRANOVSKIY, Ye.N., retsenzent; LA-
EHMOV, N.H., retsenzent; I'VASOIN, S.A., retsenzent; KE1RUSH,
V.V., retaonzent; KOTENKO, I.N., retsenzent; LIVSHITS, I.M.,
retsenzent; LERNM, G.V., retsenzent; NXVSKIY, B.A., reteenzent;
NOVIKOV, Y.F., retsenzent; RAZAMAT, B.S., retsenzent; SKRGEYKV,
A.Y., retseneent; STKFANOV, V.P., retsenzent; TOLCHENOV, T.V.,
retsenzent; FEDOTOV, F.G., retsenzent; VCLISKIY, V.S., red,;
STRUMSTRAM, Ye.I., red.; USPENSKIY, Ya.K., red.; S0010VA, M.M.,
red#12d-va; MOIMI, B.I., tekhn.red.
(Handbook for work-norm experts in machine manufacture] Spravochnik
normirovshchika-mashinostroitelia v 4 tomakh. Moskva, Gos.nauchno-
takhn.izd-vo mashinostroit.lit-r7. Vol.l. (Fundamentals of technical
normalization] Osnovy tekhnicheskogo normirovaniia. 1959. 676 p.
(MIRA 122:12)
(Standardization)

A-
FIIIJ 1113KIY)
Lumbering
Ha-iling timber with the hoist'Tt-Z and leavinr "~rce islands" for natural propagation
of trees. Los. khoz. 5 no. 4. 1952
2
9. Month List of Russian Accessions, Library of Congress, Auj~ust 195Y, Uncl.

AM(SEYEV, S V A31
Vyborochnyye rubkI. v lesakh severn (Selective cuttings in Northern
forests, b ) S. V. Alekseyev 1 A. A. Molchanov. Moskva, Akademkniga,
1954.
145 P. illus., tables.
At head of T.-P.; Akdemiya nauk SSSR. Institut Lesa.
"Literatura"I p. 147.

- ~V, S~.V., doktor eel Iskokhozyaystvannykh nauk: SHALAGAT, Te.l.
Beginning of spring in the northern ?alga. Priroda 45 no*4:128 Ap 156.
(KMA 9: ve)
I.Severnaya lesnaya opytnaya atantelya, stansira ObozerskEL", Arkhangell-
skoy oblasti.
(Arkhangellsk Province-Spring)

. . I . . . I C, . , i , -I- .. .7 ,
Elektrotekhnicheskly sprevochnik. 2d Ed. Moaccw, 1946. 4137 p. A reference
manuRl for engineers end technicians of electric power stc-tions, conteiriB
data on standards, catalogs, instructicns, rel~uiations 8nd safety tecl~nique;
published as a Government edition of EnerEetics Literature.

---a-nd-j-.-ali1-ov-jd,~yr, - - -- -- --
"Installation, M~aiiitcnancc., wid ;,'c~Dair of fiveriicad Hie-h-Tersion Current Linss, 11
. I .- - -
State 4,lectric ?a-wer Publishing Bureau, 1947.

-, . A, , )I . .
Guide for electricians on duty at high tension substations. Approved as a textbook for
coursed in trainin.~~ worker cadres. 1-joskva, Gos. energo izd-vo,, 1W. 303 P. (I 19- 293 -6 _3)

S. V.
"I.-anual for Electric Lncineerinc,ll srjmvocl,,n-i!:; h1ektri-
clieskiye Ustanovki VysokoCo Iapryamlioniya Stantsiy, I-o&%Lant-,iy Lini-Y -I'l-ektroperedaell),
Eoscoul GOSEI~IERMOIZDAT, 195o. )495 pp.

-- , , -- -
ALZ..-~:". 7 fT
~Ir-ij ... '~ .' et. al.
Technology
Spravochnik po montazhu, eksploatatsi-L i koirnutatsionnoi apparatury vysokogo napria-
zheniia (Manual for the assembly, use and repair of a high-voltage switch apparatus).
(Moskva), Gosenergoizdat, 1951. 216 p.
Monthl List of Russian Accessiqns. Library of Congress, November 1952 MXLASSIFIED.

A!E= ~5
[Manual for electricians at high-voltage substations] Rukovodstvo dlia
deshurnogo elektromonters, podstantaii, vy9okogo uapriashaniia. Izd.2,,
parer. Koskva, Goa. anarg. isd-vo, 1953. 239 P. (MLHA Olg)
- (Blectric substations)
. o:
11 -

AIZESEM, S.V.
Cause of uneven voltage distribution according to phase. Energetik 1 no.
2:39 Jl '53. (HLRA 6:8)
(Electric lines)

H ~-T- % - t I p, jP~- J. -- -- --- -
A1.1--'X.73!'Z-V, -1. V. , EnIg.
Electric Cables
Insulation inspection of magnetic cable for traPsfor.,,-.ie,--s, enerl,'r- 3, No. ' , 1V53-
0 L
9. Monthly List of Russian Accessions, Library of Congress, -l"ay 1953. Unclassified.

----ALUMM, -3 -- -V----- --
S. V. Alekseyevj, RukovOdstvO ALIX&_deshurnogo elektromontera podstantsiy mok2go napryazhe
CHs~idbook for the High-Voltage Substation "lectricii9l 'Josenergoizdat, 15 sheets.
Ihe handbook consists of four parts. The first and second part3 give brief information
on the equipment of high-v61tage substations,, the layout an(. design of distribution
units 'and the particular'AiA# needig of substations. The third part describes problem
Of op:ration of the equipment of substations* and the fourth part is devoted to the
operative work of the substation electtician.
The handbook is intended for use intraining high-voltage substation electricians.
SO: U-6472., 12 Nov 1954

Subject USSR/Electricity AID P 732
card 1/1 Pub. 29 25/26
Author ; Alekseyev, S. V.
Title : The slant of the tr~nsformerls oover and of the oil-
ducts with the expansion tank during hoisting operations.
Control marks on the conservator,
Periodical Energetik, 9, 37-38, S 1954
Abstract In reply to a reader' -s questions, the author gives a
brief explanation. One diagram.
Institution None
Submitted No date

- -ALiSKSJCYBV I-n-s-theme r--.- --- - - -- -- -
Measures against electric breakdowns of cable lines in urban networks.
Zlek.eita. 25 no.3:42-43 Mr 134. (HTJU 7:6)
(Electric cables)

ALKSVJff inshener.
Damage to a 110 kw lead-in on & W-160 circuit breaker. Ilsk.
sta. 25 no.608 Je 134. (Nm A 7: 7)
(Electric circuit breakers)

AID F - 164o
Subject USSR/Electricity
46
Card 1/1 Pub. 29 - 22/23
Author Alekseyev, S. V.
Title Preventing moisture from getting into porcelain bushings
of 6 kw transformers
Periodical Energetik, 1, 38-39, Ja 1955
Abstract The author describes 5 methods of effective insulation.,
using cork, rubber washers, laquer, portland-cement and
insulating oil to prevent moisture from penetrating
into the porcelain bushings of 6 kw transformers.
Institution: None
Submitted ; No date

Subject USSR/Electricity AID P - 3561
Card 1/1 Pub. 29 - 25/27
Author Alekseyev, S. V.
Title Methods of determining the degree of moisture in
transformer windings
Periodical Bnergetil~, 11, 37-39$ N 1955
Abstract Replying to a question from a reader, the author explains
the methods used to determine the degree of moisture in
transformer windings. *Three tables.
Institution None
Submitted No date

AIRKSBYEV-,- S.V. - - - - - - -
000owsaw""
Wiring diagram of a welding transformer. Rnergetik 4 ne.8:40 Ag 156.
(Aloctric tranafermers) (MLRA 9:10)

AIMICYBV, S-V-
f..- .0"
Recent telemetering devices. Priborostroenie no.12.-26-28 D 156.
(KLRA 10.-l)
(Telemeter)

TIMNIKOV, F.Te., kandidattekhnichaskikh nauk, dotsent; ALEKSICYICV, S.Y.6
Imndid;Lt takhnichaskikh nauk.
Two-point variant of the new "control rapport' telemetering orstem.
Trudy MRI no.18:182-189 156, (MISA 10-.1)
Wedrig~av*mUkt, i tolemakhanikL
. .,~ I'Wism*ets"ringY -