SCIENTIFIC ABSTRACT KOLOKOLNIKOVA, R.P. - KOLOKOLOVA, N.A.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000823910018-9
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: September 18, 2001
• Sequence Number: 18
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

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KOLOKOLOV, A. A.
wThanatocoenoses of Mollusks in the-Eastern 'Part of the Middle Caspian Sea,*
Dok. AN, 26, No. 2, 1940. Nbr., Dept Marine Geology, All-Union Inst. ~Iarine
Fisheries & Oceanographyp -1940-.

Gaolcd;y Ural Fountain Regicn
Buried topographic forns of the northwestern Trans-Ural region. Trudy MOIP.Otd.geol., 1,
1951.
9- Monthl List Of -Russian Accessions, Library of Congress, June 195j, Uncl.
2

rinTlwnr
ZORCKHOVICH. Aleksandr Yefisovich, kandidat tokhnichookikh nauk; MTAM
Aloks, lakea r,Ov,Igh, inzhoner; SKRINIF, T ktor Vasillyev c
as J nor; inshoner, rodaktor; "ITRUT, ?.A.. takhat-
chaskly redaktor
[Trot= refrig9rateC by sechineryl Poazda s mahlon" okhloshdonlem;
ustroi-otvo'i ekepIwAstalla. Noskya. Goo. trausp. shol-dor. ixd-wo,
1956. 347 p (NLRA 10:3)
(Ref;igerator cars)

ZOROKEOVICH, Aleksandr Yefimovich;-KDLOK014V,-Alekeandr-Llalgp4rovich,-
OSADCHUK, Grigorly Ivanovich,, inzh.; SKRIPKIN, Viktor Vasil'76::-
vlohl SELIVANOV, V.I., Inzh.v retuenzent; KHITROV# P.A., takhn.
red.
[Trains with mechanical refrigeration; constructions operation,
maintenances and repair] Peazda a mashinn~m okhlazhdaniem; ustroi-
stvo, ekspluatatalia i remont. IzcI.2.s parer. i dop. Moskva, Vses.
izdatellsko-poli ob"edinenie M-va putei soobshcheniia 1961. 371 P.
rr~ilroads-Eleotric equipment) IMIRA 14:11)

KOLOKOTLOIVLAA.,' SHCHETININ, N.V.; MIRONOVO N.I., inzh., retsenzent;
ZUYEV,, Yu.F., inzh., retsenzent; KRAYNOV, B.P.p inzh.,
retoenzentj BRAYLOVSKIY, N,G., inzh., red.; VORDTNIKOVA,
L.V., tekhn. red.
(Internal combustion engines for refrigerator rolling stock]
Dvigateli vnutrennego agoraniia izotermicheskogo podvizhnogo
sostava. Moskva, Transzheldorizdat, 1963. 219 p.
(MIRA 16:7)
(Internal combustion engines)
(Refrigerator cars)

KOLOKOLOV B.A. (Birsk Bambkirskoy ASSR.)
~'.
Refracting telescopes mde In mcbool. Fiz. v sbkole 17 no.l:
75 J&-F '57. (MLRA 1OS2)
(Telescopes)

DOKMKHIN,, N. S.I.KOLOKOLOV? B. N.
Effect of the nature and position o,* halogen on the behavior of
monohaloanthraquinones in paper chromatography. Zhur. VKHO 7
no.5:597 162. (MIRA 15:10)
1. Goaudaretvennyy nauchno-imeledovatellakiy institut organi-
ebeskikh poluproduktov i kraaiteley.
(Antbraquinone) . (Balopm)
(Paper chromatography)

B. N.
ZAYTSEV, B.Ye.; POZDYSHEV, V.A.;-KQ,4G&%p
Frequencies and integral intensities of absorption bands of carbonyl
groups in the infrared spectra of dichloroanthraquinone iaomers. Zhur.
prikl. spekt. 2 no.6:554-557 Je 165. (MRA 18:7)

DOKUNIKHIN, N.S.; KOLOKOLOV, B.N.
Paper chromatography of anthraquinone derivatives. Chloroanthraquinones.
7hur. anal. kbim. 20 no.3:398-400 165. (MIRA 18:5)
1. Natichno-issledovatellskiy institut poluproduktov i krasiteley,
Moskva.

XCILOKOL , E. F.
"The Use of Broad-Band Wed8e Shaped Peizoelectric Transducers in the
Pulse Method."
paper presneted at the 4th All-Union Conf on Acoustics $ Moscow, 26 I-lay - -e Jun

KOLOKOMV, 1.
Technical school training for workers without break In productIon.
Ayt. transp. 34 no.8:24 Ag '56. (NLRA 9110)
1. Direktor Kiyevskopaytomobill no-doroahnogo takhatkums.
Wev--Technical education)

KOLOKOLOV, K. M. - -
Kolokolov,, K. M. "Theory of track drive (for transporters and conveyers),"
Trudy Novocherkas. politekhn. in-ta, im. Ordahanikidze,
Vol. U. 1948, p. 23-41
So: U-3566o 15 I-larch 53, (Letopis 'Zhurnal Inykh Statey, No. 13, 1949)

,J~~~Iotsent, kwAidat takhnichookikh nauk.
Theory of ce't ill'Lr drIT44; the guiding chain gear. Niuch.
trudy IIPI 30(41:63-&-'55. (Km 9:11)
(XiWibelting)

PYA7NITSKIY9 A.A.9 prof.j MONAKHOTj, I.F,g dotsentp otnred.; KRILVCMXKDt
X.F.9 dotsents red.--,- ~O~WV. K~X. d~oUsutq red.; KOKAMTj
I*Fsp redo; POGMTSOVAp LoVerzedoisd-m; NAM(OVAq Yu*Ag takhzerod*
[Introduction to the theory a4d peactice of strain me"urementl
Vvedenie v teoviiu i praktiku tensamotriXavamiia. Novocherkasskq
Redsktsionno-isdatellakii Adel NPI9 1,96O."s-72 p.
(MIRL 3.4s6)

KOLOKQLQV,.Mkhai1 VenjwtrLovich, KOMOVSKIY, Vadim. Romanovich;
NOWYAKOV, Nikolay Vasiltyevich; PASHHNTSEV~ I.D., red.
(Stancardized transistor components for use in the construe-
tion of automatic control systems) Tranzistornye unifitsiro-
vaimye elementy dlia postroeniia skhem avtomatiki. Lenin-
grad, 1964. 22 p. (Leningradskii dorn naucluio-tekhnicheskoi
propagandy. Obmen peredovym opytom. Seriia: Pribory i ele-
menty avtomatiki, no.4) (MIRA 17:7)

N M.'v - ,inzh.
inzh. -KOLoKOLC P . "All"
D L.1-v ..- -2~ listor circuits
BOPJSENK' ) -.--"O-,-,tjons in trallE (141RA
r,oneerning some design' 13-15 F 164-
i sviazl 8 no*21
telem.

K(,Ilf)KOLOV, II.V., inzh.; 1,DNIYAKOV, N.V., inzh.
Standardized semiconductor automatic contro' systr-.,,-, components.
kvtom., telem. I svlazl 8 no.11:10-13 I~j 6,,,. 17: 12)

KOLOKOLGV M V inzh..- BOHISEINIKO, L.L., inzh.
Reliability of transistor switching circuits. Avtom., telem. i
sviazI.9 no.7:5-7 T1 165. (14IRA 18:8)
v
~ I

Kolokolov, N. M. 1 1) Number 910657
Puti skorostnogo stroitel'stva iskusstvennykh sooruzheniy na zheleznodorozhnom
transporte. Moscowj 1940.
122'-
BoOiet containg report on the accelerated constructio of artificial railways
installations such as bridges.. culverts, embankments, trestles, etc; published
as a -ovt. transport railroad edition.

ASMYN, N.P.; TOICKOLOV. X.g..,inshener, radaktor.
(Progressive work mtheds for constructors of. railroad briagesi ftredom
metody trada stroitelei sholesnodoroohnvkh mostov, Noskra. Go@, transpo
zhel-dor. isd-vo, 1953. 4i p. (WWU 7:6)
(Bridge~--Constiruction)

KOLOKOLOVI N.
ItIfThe News in the Building of Bridges.." Building Gazette, 23 Feb 55, Dage 4.
Deputy Chief on Tec~ajicaj Administration., Ministr7 of Transport Construction, USSR
Review - D 178621, 24 Feb 55

IKOUzowrp MOM MIkhaylovich, Whoner; LNTIM,G.A., kandUat tokhal-
so RMTIRMor; TUMaff,D.K., tekhnlchoskiT redaktor
I I
[Prefabricated reinforced concrete pile bridge*] Sbornyesheleso-
betonnye xvaizWe sooty. Kooky&, Goo.transp.zhol-dor. izd-vo, 1955.
221 p. (KLU 9:3)
(Bridges, Concrete)

4 - brIgRdIr kIrpIchnago seLvo"; YAZHrXNOVICH, P., gruzchik;
"=RAMP. Ye., nortirovshchik; K&MIr. I., gruxchik; FMIMOY,N..
sortirvahchik; KATNMAO. G.., gruzchik; MOBMfKO, L., rabotnitsit
kirpichnogo mvodAo
Powerless shop cormittes. Sov.profsoluzy 4 no.11.76-77 N 156,
(MLRAIIOil)
(Imbering)

~ft KOIDEDLOX. - NA.- -inzhener.
Caissonleas foundations for large bridges. Transp.stroi. 6 no.6:4-8
Je 15 6. (Bridge construction) (MA 9:9)

LADYCMMO, K.D., kand1dat takhnichookikh mauk.
Pook sit precast concrete bridge@ (Precast reinforced concret*-nilo
bridges." M.M.Kelakelev. Revioied by K.-D.Ladychepke). Traulp.strai.6
n@.7:31-32 Jl 156. (Bridges, Connr'*te) (KLRA-qd6)

JODIDXDLO - i , 0 'i x~ener; SILIN, KsS., inshener.
Axperience making and using centrifuged tubular reinforced concrete
elements in China. Bet. I Shel.-bet. no-7:249-253 Jl 156.(KM 9:9)
(Chin&--~-Reinforced concrete)

SILIN, Xonstentin Sergeyevich; rnTzwnTnv 05"AL21U-mATICH.
P.M., Inshener, redaktor; BOBROTA. U.N.. tekhniche-S-kTy redektor
[Pile foundations for large bridges; experience in b ildt P a bridge
across the Yangtze River In the Gbinese People's Republic Sysloye
funAamenty bol'shogo mosta; Is opyto stroitel'stva moots cberes
r. Witesy v Kitatskol Nsrodnot Respublike. Moskve,Qos.trsnsp.shel-
dor. Izd-vo. 1957. 43 P., (KLRA 10:9)
(Wuhs o-bridgee-Joundat tons &ad -piers)

ZOLOKOIDT, N.K.j lashosere
...
Device for climbing round reinforced concrete poles. 'Trasep.
stroi. ? ao.1:28 Jatc#57. (KIRA 10:3) .I
his&-Electric lizes--Poles)

I
AITTHOR: Kolokolov, N.M., Engineer. sov/97-57-11-5/10
TUTLE: Reinforced Concrete Bridges. ih USSR. (Zhelezobe-
tonnoye mostostroyeniye v SSSR).
PMUODICAL: Beton i-Zhelezobeton, 1957, Nr 11, pp 448-452.
ABSTRACT: The first large reinforced concrete bridge was built in
1931/32 by the Mostotrest (See Figure 1). the technicians
associated therewith being: N.P. Bogdanov, N.A. Kiye-a7a
and Engineer Kolokolov the designer. The Mostotrest
also constructed two arched reinforced concrete bridges
in 1937/38 (Figure 2) anq a bridge over a canal imeni
Moscow. The ma~zi spans of these bridges are 120m. The
reinforced concrete arched bridge across the Volga has
an original design; ita-spans are 127m. All the afor-e-
mentioned,bridges were constructed with t' use of
monolithic concrete mark - up to 300kg/cm The first
example of a reinforced concrete precast bridge was the
one over the river Neva in Leningrad, designed by G.P.,
Perederiy; it has a span of 101m. In 1951/52 the Mosto-brest
was ehgaged in the construction of monolithic arched
bridges over the river Dnepr (see Figures 3 and 4). Some
Card 1/3

Reinforced Concrete Bridge built in USSR. so7/97-57-11-5/10
of the btidges have two traffie'levels, i.e. rail-
way on the upper level and vehicular traffic on the
lower. Their spans are from 128-228m. Figure 5 il-
lustrates the assembly of steel trussedarch. ...-_,.L.~_,
of a bridge over the river Dnepr. In 1950 Engineer
I. Tu Barenboym,and Designer/kn-gineer M.S. Rudenko
designed a reinforced concrete bridge over the river
Dnepr near 11popigi,, Members of this bridge were cast on the
side nearby. Between 1951 and 1952 the Transmostproy*kt.
TsPKB Glavmostostroy, Soyuzdorppoyekt
Lentransmostprooilp
TsNIIS and SoyaidotBIl carried out various projects
of small assembled reinforced concrete and concrete
bridges. Rigure 6 illustrates the assembly of a re-
inforced concrete brid 6 spanning 18m, and carried on
ge
two piled supports and Figure 7 a similar pile sup-
ported bridge. This type of construction was designed
by the TsPKB of Glavmostostroy. There has been ex-
tensive development in the design and erection of
prestressed reinforced concrete bridges during recent
years. (See author's article in Beton i Zhelezobeton,
1956, Nr,5). The assembly of members of aabi*idgb.'.'1.,
Card 2/3

Reinforced Concrete Bridge built in USSR. SOV/97-57-11-5/10
spanning 33M and weighing 120 tons is illustrated in
Figure 8. A road,bridge of 52m span in precast rein-
forced concrete was designed b I'Engineers A.S. Bachelis
and V.A. Chezhin (See Pigure OT. The popularization
of this method "of:-constructimis primarily due to the
MIITa (Institute of Bridge:Building) under the leader-
ship of.Academioian G.K.24vgrdfov and to the Leningrad
Mostostroy under'the leadership of Engineers G.V. Troitskj.y
and V.A. Chezhin. There are nine figures.
1. Truss bridges--Construction 2. Reinforced concrete--Applications
Card 3/3

AVTHOR: Kolokolov, N.M.$ Engineer SOV/97-58-8-1/13
TITLE: "Stand" Technology of the Manufacture of Pre-cast
Pre-stressed Reinforced Concrete Bridge Constructions
(Stendo,vaya tekhnologi7a iz9otovleniya predvaritellno
naprya~;hennykh zhelezobetonnykh proletnykh stroyeniy
mostov)
PERIODICAL: Beton i Zhelezobeton, 1958, Nr 81 pp 281-285 (USSR)
ABSTRACT: Ministerstvo transportnogo stroitellstva (The Mir4stry of
Transport Construction) used in 1957 only 5 600 m--' of
pre-cast pre-stressed constructions which is only 4.3% of
the total volume of pre-cast reinforced concrete used
for bridge constructions. Due to the lack of co-ordination
of various planning, scientific, research and building
organisations of MPS, Mixitransstroy and Glavdorstroy,
widely differing bridge constructions are produced.
Ministerstvo putey soobshcheniya (The Ministry of Trans-
port), Mintransstroy and Glavdorstroy concentrated on
single type of pre-cast pre-stressed bridge constructions
based on post-tensioned reinforcement in grouted channels.
.Large batches containing up to 60 wires of 4-5 mm diameter
were placed in metal casting, the function of which is to
Cardl/6 protect the reinforcement from contact with the concrete.

SOV/97-58-8-1/13
"Stand" Technology of the Manufacture of Pre-cast Pre-stressed
Reinforced Concrete Bridge Constructions
The tensioning of reinforcement was carried out after
hard5ening of the concrete by means of special hydraulic
jacks of 60-90 ton capacity, constructed by TsNIIS,.
Standard bridge constructions spanning 12 - 33 m were
designed for road and railway bridges. In 1956, a bridge
over the River Moskva was built from pre-stressed
reinforced concrete spanning 42.3 m. In 195?, the Ministry
of Tran port and the Ministry of Transport Construction
carried out inspection of built pre-stressed reinforced
concrete bridges and found that this type of construction
is not satisfactory. A large number of cracks in concrete
beams and in places of anchoring of reinforcement were
found. Also, water was found in channels and considerable
corrosion of reinforcing batches. As a result of investi-,
gations carried out into constructions where the reinforce-
ment is positioned in grouted channels, the Mintran stroy
designed new constructions and developed manufacturing
technology of pre-stressed reinforced concrete large-span
bridges with reinforcing batches placed in open channels
with subsequent tensioning and "stand" method of production
Card2/6 with pre-tensioned reinforcement. Method of

SOV/9?-58-8-1/13
"Stand" Technology of the Manufacture of Pre-cast Pre-stressed
Reinforced Concrete Bridge Constructions
post-tensioning of reinforcement, was used during the
construction of the* vovo-.krbatskiy Bridge in Moscow in
195?. Large-span constructions reinforced with batches
placed in open channels were used in quantities during
the construction of concrete trestles in a bridge con-
struction over the River Moskva in Luzhniki and also in
the case of Krasnopresnenskiy Viaduct in Moscow. In the
first case the beams were spanning 22.2 m and in the
second case 26 - 35 m. In 1957 and especially during
1958, Mintransstroy widely increased the "stand"
production method of tensioned trusses. This techno-
logical method was started by TsFKB of Glavmostostroy as
far back as 1948, butit was not fully.developed until
it was based on new assumptioisworked but by the
Department of Bridge Building of MIIM under the leader-
ship of the member ASiA of USSR, Professor G.K.Yefgrafov.
This method is also described in an article by L.I.
Losilevskiy and M.N. Mallko in Beton i Zhelezobeton, 1956,
Nr-.g and 1957, Nr 1. Investigations carried out by the
above institute in regard to tensioned large-span
Card3/6 constructions reinforced by straight batches in the low

SOV/97-58-8-1/13
"Stand" Technology of the Manufacture of Pre cast Pre-stressed
Reinforced Concrete Bridge Constructions
part of the section showed that this method of reinforcing
trusses of railway bridges could be used up to the span
of 20 - 23 M. When large-span trusses of more than 23 m are
required, then in addition to low-level reinforcement, top
batch reinforcement is also required. For trusses
spanning more than 25 m~ it is necessary to use curved
batch reinforcement. The Department of Bridge Building
MIIT, Lentransmostproyekt and Mostotrest were engaged in
improving constructions. ij-S stands for casting of 1hese long
road and railway bridgeltrusses. The stand developed by
MIIT provides for simultaneous tensioning of ali batches
by means of battery of hydraulic jacks (illustrate& in
Figurel). A similar stand, for simultaneous casting of
two trusses each 22.9 or 18 m long was designed by
Lentransmostproyekt. A stand for trusses reinforced both
on the top and the bottom is used by the OrBk Casting Yard
of Mostotrest. This stand could accommodate 33 m long ,
truss and its total length is 135 m (Figure 2). Figure 3
illustrates preparation of the reinforcement for trusses
spanning 23 m. The operatives of Mostotrest developed a
Card4/6

SOV/97-58-8-1/13
"Stand" Technology of the Manufacture of Pre-cast Pre-stressed
Reinforced Concrete-Bridge Constructions
more effective stand construction which allows casting of
trusses up to ?0 m long; furthermore, these stands
provide for a continuous flow of production. For these
stands, hydraulic jacks are required of 500-ton capacity.
Figure 4 illustrates a scheme for frame stand used by
Glavmosstroy and also on the construction of Kremenchug
1~ydroelectric Power Station. Reinforcement used on these
stands could have batches with up to 32 wires which are
tensioned by the help of jacks, type TsBIIS, with 90-ton
capacity. The yearly output of sugh a stand is
30 trusses, which represents 500 m2 of tensioned reinforced
concrete. In the construction of the viaducts in Moscow,
under the leadership of Engineer F.P. Makeyev, the pre-
stressed trusses, 24 m long, are made by a different
method. Tensioning of the batches of reinforcement
consisting of twenty-four 5 mm diameter wires is carried
out by double-action hydraulic Jacks of 60-ton capacity.
The anchoring details of the casting frame are illustrated
'in Figure 6. Tensioning of 12 batches for a 24 m long
truss of channel section requires 6 - 8 hours and completion
Card5/6

SOV/97-58-8-1/13
"Stand" Technology of the Manufacture of Pre-cast Pre-stressed
Reinforced Concrete Bridge Constructions
of 1 truss 6 - 7 days, including curing. Building
organisations of Mostotrest are successfully carrying
out the programme for 1958 in output of pre-cast
pre-stressed bridge constructions, which is 70% of the
total output of bridge trusses produced by MintranBStrCy.
There are 6 figures.
Card 6/6

KOLOKOLOT inxh.; KEDROT, A.L. kand.tokhn.nauk; PROKOPOTICH, A.G.,
N%WAWAM*I,A. -k . na uk
High-tensile 30XG2S steel bar reinforcements In bridge construction.
Bet.i shol.-bet. no.12;541-546 D '60. (MIRA 13:11)
(Bridges, Concrete) (Reinforcing bars)

KOLOKOLOV, N.H., inzh.; XARELI, L.G., inzh.; FROTSENKO, A.M., insh.
Making span structures of large bridges on stands. Tranap. strol.
10 no. 12:22-26 D 160. (MIRA 13:12)
(Nikolayev-Bridgess Concrete)

KOLOKOLOV, N. M.
Cand Tech Sci - (diss) "New designs and advanced methods of
construction of railroad bridges." Moscow, 1961. 32 pp;
(Ministry of Railwayq USSR, Moscow Order of Lenin and Order
of Labor Red Banner Inst of Railroad Transport Engineers imeni
I. V. Stalin); 200 copies; price not giveni list of author's
works on pp 29-31 (3? entries); (KL, 10-61 sup, 215)

KOLOKOLOV., N.M., inzh.; MIMN, N.I., inzh.; PROKOPOVICK, A.G., kand.
tekhn.nauk; FOLIUUO., V.P.p kand.tekhn.nauk
Study of a prestressed beam with highstrength reinforcing
bars. Transp. stroi. nno.5:40-42 MY 161o (MIRA 14:6)
(Girders) (Bridges, Concrete) (Concrete reinforcement)

KOL4)KOWV,, N.M.; SKOPICH, V.H., starshiy nauchnyy sotrudnIk
New types of high-strength reinforcement in bridge construction.
Bets i zhelf-bate no*10:454-456 0 '61- (MIRA 34:12)
1. Rukovoditell laboratorii, zhelezobetonnykh moatov Vseao7uznogo
nauchno-ii3eledovatellskogo instituta tranaportnogo stroitalletva
Ministerotva transportnogn atroitelletva (for Kolobbbso..
Wncrate reinforcement)
Bridgeo,, Concrete)
l

MELINIKOV, YU.L., kand. tekhn. nauk; ZAKHAROV, L.V., inzh.;
KOLOKOLOV,-.N.M.p inzh.; UKRAINCHIK, M.M., inzh., red.
[Joints of nrefabricated reinforced concrete bridge
span structures] Styki sbornykh zhelezobetonnykh pro-
letnykh stroenli moBtov. Moskva, OrgtranBstroig 1962.
79 p. (MIRA 17:7)
1. Laboratoriya zhelezobetonrykh mostov TSentrallnogo
instituta nauchno-tekhnicheskoy informatsii mashino-
stroyeniya (for Mellnikovx Zakharov, Kolokolov).

KOLOKOLOV, N.M.
- - - - - - - - - - - - - -
"Concrete in:ja prestressed spiral band" by (inzh.] V. I.
.Karpinskii. leviewed by N.M.Kolokolov. Transp. stroi. 12
no-4:59-60 Ap ~62. (MIRA 150)
1. Rukovoditell laboratorii zhelezobetonnykh mostov Vsesoyuznogo
nauchno-issledovatellskogo instituta transportnogo stroitel'stva.
(Prestressed concrete)

~KO OKOLOV,_!!.M., inzh.; RIJBINCILIKI I.I., inzh.
Reinforced. concretet 4pam without ballast. Transp. stroi. 12
no.5:2.3-25 My 162. (MIRA 15:6)
(Railroad bridges)
(Prestressed concrete construction)

XOLOKOWVp NX,-4,wh.
Construction of reinforced concrete bridges at the modern
stage of 'development. Bete i zhele-beto 8 no.10:437-444
0 162. (MIRA 15:il)
(Bridge construction)

KOLOKOLOV, N.M., doktor tekhn.nauk; KEDROV, A.I., kand.tekhn.nauk;
~- A.G., kand.tekhn.nauk; ZINCHENKO, A.A., inzh.;
BALYUCHIK, E.A., inzh.
Using high-strength rod reinforcements in prestressed bridge
girders. Transp. stroi. 13 no.6-.22-25 A 163. (MLRA 16:9)
(Beams and girders)

/t- -Tnf7 73
1~4? ~0555
A -'IT- RKolokolov, F. M. (Doctor of teebiLiml sciencea)t Kedrov, A. 1.

TTI TLE -Studies of hot-rone4 wnverter gt-1491~- aa minforeing motal

2ojt-on i zhelazobeton, no. 12, 1964,'549-555
i4

steel, fabricated structural meta-!, hteneral countmi-tion.
of converter steel as structure, "-k!' Pot

M uy J~ Zia Lize
qO11. E U :LULAA a I L YI V~U~ 5 7V Ii a I
-
W111- und go very r _rolls Strese. Rovever, 0--s~q run on

Ute- of --Cou!i-truetiati--haye--',yield!Ed
6 I!U -'.d&ta -which-Vould.- remot the -use -0:r-
In ra-11-r6ad fnstallntlonq.
h P

r-t s + rng th nnd pleatinity; it I-- trlli-,
f tbe basl-
112

W

~-7,3ZT-:D,4 "73 AP501
81Z7
requirmentg for plaoticity.
ommend the use of small-dlamctv-r al'eL 1 (so
7
1 ri bridize ctructurea, but with certnin ltmitn'-Iono ia
qt7-111. Tli~ ar-I.-
r, -3 rwn Chrig. art. haa C") fLra-zng, 4 ;nrar,-~s. i;id tablims.
-SUBMnvl!ED 00 SUR CODEt Mo., GO"
00
/
Cg3:,d 2
Z

KOLOKOLOVV N,&, doktor takhne nauk
~Tsoh~nolog~io I progroBs and ways of inersaoing Uber productivitY
in bridge buildling. Trs"P. stroi. 14 no;IS13-3.6 ja 164.
(MIRA 170)
la

KOi,OKOI;JV, N.M!"; doktor tekhri. nauk; KLDROV, A.I., kand. t--khn. nau-k;
vicH, A.G., kand. tekhn. nauk; BALYUCHIK, E.A... inzh.;
BEIINCHENKC), V.A., inzh,; SUSLOV, F.I., inzh.
Tansloning of red roinforcement of piling by the alectrothermal
method. T-rawip. stroi. 15 no-4:22-25 Ap 165.
(MIRA 18:6)

AKSELIROD., Isay Solomonovich; AFAII.Ac"YEV, Mikhail fiJeksandrovich;
VEYDBLAT, Boris Markovich; GITMAN, Mark Borisovichp kand.
tekhn. nauk; DUBROVSKIY, Aleksandr Ivanovich; KAMENTSEEV,
Vladimir Petrovich; KAMINSKIY, Boris Aleksandrovich, kand.
tekhn. nauk- KOLOKOLOV NikolV Mikhaylovich,- EPSHTM,
Anatoliy mordukhovtcli-,- pro?-.,- kand. tekhn.
nauk., red.; GOLUBKOVA, Ye.S., red.
[Road engineer?s manual; the construction of bridges and
culvertsj Spravochnik inzhenera-dorozhnika; stroitellstvo
mostov i trub. Mosk7ap Transport, 1965. 735 P.
(MIRA 18:7)

KOIDKOWVA U.Ng doktor tekhn. nauk, prof.; IOSILL"ISKIY, L.I.,
-- nauk
Calculation of junction of plate with wall in prestressed
spans. Tranap. stroi. 15 no.3:41-43 Mr 165.
(MIRA 1811l)

L 09129-67
ACC NR. * AP6031994 (A) SOURCE CODE: LM/0230/66/000/007/0005/0008
AUTHOR: Kolokolov, N. M. (Doctor of technical science&, Professor)-' Levin, B. I.
a n d i d a t-e- -of- - t_e cc G-i-c-a-1-a"c' i e nc e a
ORG: None
TITLE: New methods for building roads in marshy regions of the West Siberian 1-w1ands
SOURCE: Transportnoye stroitellstvo, no. 7, 1966, 5-8
TOPIC TAGS: civil engineering, highway construction, railway construction, railway
bridge, highway bridge
BSTRACT: The authors discuss new methods used for building railroads and highways
hrough swampy areas. One of the new methods is the use of reinforced concrete tres-
les instead of roadbeds. This innovation is useful in those areas where sand and
ebble conglomerate is hard to procure for firm embankments. Another recent innova-
ion is the use of pile-based prefabricated trestle bridges used both for railways and
ighways. Studies were carried out by the Central Scientific Research Institute of
ommunications on the cost, service life and labor expenditure involved in bUlding
ail lines and highways using the new methods. The studies show that the efficiency
f building trestles depends on the design of the pile supports which in turn is det:r_~
ined by marsh depth and load capacity of the mineral bottom. These data show that
Ox40 cm prestressed piles may be used in those areas where the base is sandy and wh re
Card 1/2
uDc: 625.1:627,17

A1fCk_,_A1F*) 3199 0
the marsh is not very.deep. Where the marsh is deeper than 4 meters, four 60 cm tube-
type pile supports must be used. The angles at which various types of piles must be
driven are discussed. Tubular piles with closed ends are most efficient in river
floodplains since they do not have to be driven very deep. The authors discuss var-
ious types of piles with expanding ends designed to increase their load capacity in
low-load soil. Bridge spans and various methods for laying roadbeds on them are con-
sidered. A study carried out by the Central Scientific Research Institute of Communi-
cations shows that rails can be laid on the concrete spans without using ballast beds.
The surface of the concrete is covered with epoxy.glue which keeps water from seeping
in. Such spans are up to 12 m,long, 15% lighter than spans using ballast beds and are
20% cheaper. -Since Western Siberia has an abundant supply of wood, wooden pilei can
be,used in conjunction with reinforced concrete. The wooden piles can be manufactured
near the construction sites which saves-money on transportation. The utilization of
these methods should make it possible to build roads in very marshy regions of the
Western Siberian Lowlands. Orig. art. has: 6 figures.
CODE: 13/ SUB14 DATE: None

XOLOKOLOYj N.V.; KARPYSHEV, K.S.; PARTUIVICH, F.V.; STOLPSIR, I.S.;
V-Ye.; "VRILOV. S.K., inzhener, retsenzent; FASTER-
NAK, N.L., inzhener, redaktor; KATV=YA, Te.N., tekhaicheakiy
redaktor; POPOTA, S.K.,.tekhnicheakiy redaktor.
(Production practice in the heavy machinery industry (Novyy Xrama-
torak Stalin Machinery Plant at Ilektrostall)] Froizvodstvannyi
opyt v tiazhelom mashinostroanii. (Novo-Kramatorskil mashinostroitell-
nyi. zavod iment, Stalina, g. Illektrostal 1. ) Koskva. Goa. nauchno-tekhn.
:Lzd-vo mashinostroit. lit-ry. Vol. 1. 1952. 138 P. [Xicrofils]
7:10)
1. Novo-Irra-atorskiy mashinostroitellnyy zavod imeni Stalina,
g. Blektrostall.
(Whine-'ahop pract ice)

KOI10KOLOVo O-V-, inzh.; SAVOSTIYANOT, A.T.~ Imnd.tekhn.nauk
Kochanized mining of thin steeply pitching seams in the
Federal Republic'of Germany* Izvevys.ucheb.zpv.; or.zhur.
no-10:3-12 158. f141M 12:8)
1. Dnepr etrovskly gorr*7 Inetit-at.
IGOrmanY. We6t-Co&1 mines and. mining)
(Coal mining machinery)

. KOLOKOW. O.V-9comy insh.
Level intervals should Ibe increased. Ugoll Ukr. 2 no.10:44-
45 0 '58- (XM 12:1)
(I(Ining engineoring)

KOLOKOLOV, 0. V., Cand Tech Sci -- (diss) "Research into manifestations
of mining pressure in layers of steep slopes of the Donetsky Basin with
the purpose of establishing rational width of clutches in excavating
mechanisms." Kiev, 1960. 14 pp; (Ministry of Higher and Secondary Spec-
ialist Education Ukrainian SSR, Kiev Order of Lenin Polytechnic Inst);
150 copies; price not given, (KL, 2?-60, 153)

KOLOKOLOV, O.V., gornn inzh.
Determining the efficient grab range for various mining up tam
of steeply dipping seams. Ugoll Ukre 4 no.12;3-5 D 160e
(MIRA13tl2)
1. Duepropetrovokly gorrqy institute
(Coal mines WA mining)

ELA VSKIY, A.,prof.,doktor takha.nank;_KOLOKOWV, O.Ir~, gorayy izxzb.
Use of coal saws in mining thin steep coal seams. Ugol'35 ao.10:
40-42 o 16o. (MIRA 13:10)
(Coal mining machinery)

NOLOKOU)Vp O.V., kand.tekbn.nauk
Methods of rook pressure control in steeply dipping seams.
Ugoll TjJkr. 6 no.I.-IO-n A 162* (MIRA 15:2)
(Rock pressure)
(Coal mines and miatng)

KOLOKOLOV, O.V., kand*tekhnonmk
Tunmling thrcugh Mont Rlm . Shakht. stroi. 6 no.7:29-30
I j1 162. OMA 15:7)
(Mont Blanc-Twaneling)

KOIDKOLOVO P. V., kand. tekbn. nauk
Development of thin etesplY diPPing Coal seams without the use
of supports. Ugoll 37 no.10:53-56 0 0629 (MM 15:10)
1. Dnepropetrovskiy gornyy institut.
(Donato Basin-Coal mines and mining)
(Blasting)

KOLOKOLOV, O.V., kand.tekhn.nauk
Developing steep seams- in *Gr:UloO Mine N90 1-4 (Went, Germany).
Ugoll. prom. no.6s85-86 N-D 162. (NIRA 16;2)
1. Dnepropetrovskiy gornyy insi4qt.
..(Rhur Basia.-Coal mines and mining)

NE,KIO.SOVSKIY,, Ya.F., prof., doktor tekhn. nauk~ KO',OKOWV, O.V.,
kand. tekhn. nauk
Technology of filling operations in the Central Donets
Main Region and ways of improving it. Ugol' 38 no.12:
14-18 163, (MIRA l7.,:':;)
I
.L. Dnepropetrovsk!.y gornyy inatit.1.1t,

mwzmmo lb" mammo OOTO
~-~
,eta flulmi, im, wr 42a
ocw
mnim stmp twe seem vio OWA Ism)
157-aM *64ow

-M-atoaj~~ A-15
U
Meat industry - Accounting
Practice in organizing accounting according to a work shett. Mias. Ind. 23 no. 4, 19U.
j 0 1
9. Monthl List of Russian Accessions, Library of Congress, December 1951, Uncl.
2

KOLOKOLOV, V.A., in,-,h.-.,
Automatic welding of pipe elbdws udder a layer of a fting
agent. Energ. stroi. no.3:25-26 (13)., 1960. (MIM 3J+:9)
1. Kotellno-mekhanicheskiy zavod-tresta "Teploenergomontazh".
(Pipe-Welding)`~i

YLPVGRAYOT, G.K., prof.; OSIPOV, V-O-, kand.tekhn.nauk; KOLOKOWVP V-N-,
inzh.
Fat.igus failure of bridge trusses. Put'i Put.khoz. 4 no-7:28
.Jl 160. (MIRA 13:7)
(Railroad bridges)

OsIrov, v.0., kand.tekhn.nauk; MIOM1Ovt,,V$N-q inzho
Data on the effect of residual stresses on the formtion of cracks
in elements of steel bridges. Tnidy NUT no6l26:134-142 160.
(MIRA 13:10)
(Strains and stresses) (Pridges, Iron and steel)

MILOKOLOVt V~N~) ~IIILGINIA~l G.M.
PTr%,jC','t!'lg CoaLingo nf bridges. Put' I put. khos. 9 no.7i
15-16 165. (MIM 18110)
1. flukovoditell gruppyMoatoiapytat-alinoy laboratorii Moskovskago
instituta inihanerov theletnodorozhnogo transporta, (for Kolokolev).
2. Starsh!y imh. laboratorii zashchitrykh pokrytly Voesoyuznogo
nauchno-issledovatellskogo instituta zholeznodarozhnogo transporta
Ministerstva putey soobehaboniya (for Molgina.).

YEVORAFOV, G.K.1, prof.,, doktor tekhn.nauk; OSIPOV, V.O., kand.tekhn.nauk;
Preventing fatigue failure of the parts of metal bridged. Zhel.-
dor.transp. 44 no.4:50-52 Ap 162. (MIRA 15.4)
(Railroad bridges--Testing)

YEVGRAFOVP' G.K.~ dokto# tokhn.nauk, prof.; OSIPOV, V.O., kand.tokhn.nauk;
KOLOKOLOV, VAt insh.; MNKEVICH, V.A., inzh.; IVANOV, A.V., inzh,,
---------- -
Fatigue destruction of-the parts of riveted spans of old bridges.
Trudy MIT no.154:5-63 162. WRA 16:3)
(Railroad bridges-Testing) (Strains and stresses)

KODDKOLOV, V.No-
Rivets must be exchanged in due tims. Put' i put. khoz.
8 no.7.-19 .164. (MIRA 1711O)
1. Rukovoditell gruppy Mostoispytatellnov laboratorii
Moskovokogo inotituta inzhanerov transporta.

KOI.OKOWV, iWd,6
VWO~TeM`7.rSt,U`re in the upper atmosphere according to ionospheric data.
Trudy GGO no-35:21-28 1 52. (MIRA 12:1)
(Atmospheric temperature)
(Ionospheric radio wave propagation)
k

36-58-2112
AUMOR: Ityan-itov, :1. M. and Kolokol,~~, V. P.
TrUE: Investigating the Distribution of liduced and Free Electrical Chargeo
on Aircraft Surfaces (Issledairauiye raspredeleniya indutsirovamogo I
sobstvennogo elektricheakogo zaryada na poverkhnosti samoleta)
PERIODICAL: T=dy Glavnoy geofizicheakcry observatorii, 1956, Nr 58, PP 8-16 -(WSR)
ABSTRACT: A study of induced and free electrical charges on aircraft surfaces
has two purposes: 1) to determine the position and distribution of instru.
ments aind- antennas in investigating electrical fields in the free atmosphere
with the aid of aircraft and a study the latter's electrical charge, and.
2) to determine the conditions surrounding coroning at different points on
the surface of an aircraft in order to decrease parasitic effects in radio,
cn-mmications by selecting the right type of receiving antennas and
dischargers and choosing the correct location for them. The coroning is
caused by external electrical fields and the aircraft's own charging. The
investigation is carried. out for aircraft the surface conductivity of which
is sufficiently large, Tests have shown that coroning conditions on a
plane are wholly determined by the latter's design and construction. Even
if antennas and other projecting parts an removed the aircraft would still
corone while flying through clouds, in lending, and flying close to storm
clouds. The usual dischargers may pot be effective, since the discharger
Card 1/2
Investigating the DiIstribution (Cont.) 36-58-2112
instrumental in discharging the aircraft's Own charge does not prevent coroning
due to the effect of an external field. Electrostatic interferences on a
plane may be eliminated only thropo a thoroUgb analysis of the effect of the
aircraftts form on coroning conditions. There are 6 figures, 1 table, and
3 references of which 2 are Soviet, and 1 is English.
AVAILANZ: Library of Congregs
Card 2/2

SOV/169-59-7-7162
Translation from- Referativnyy zhurnal, Geofizika , 1959, Nr -1, p loo, (USSR)
AUTHOR: Kolokolov V F
TITLEi
The Loss of,Charge in Thunderclouds by Precipitations
PERIODICAL: Issled. oblakov, osadkov i grozovogo elektriohestva. Leningrad,
Gidrometeoizdat, 1957, pp 164 - 169
ABSTRhCT-. The author expounds the results of continuous registrations of
the current from precipitations carried out with a device for
measuring the field voltage; the graduated plate of the device
was replaced by arisolated vessel collecting the rain droplets.
The measurements *ere carried out.in 1954 and 1955 during 20
shower rains, in which lightning discharges were observed in 8
cases. The measurements showed that the density of the cloud
currents in shower rains fluctuates from 1o-15 to 1o-13 amp/cm~2
and in shower rains accompanied by lightnings the current
at1minates in the value 10-12amp/cm?. The electric charges
conducted awa:~:by the precipitations from the thunderclouds
Card 1/2 can be commensurated with the charges conducted away by the V/'

SOV/169-59-7-7162
The Loss of Charge in Thunderclouds-by Precipitations
lightning discharges. The existence of several electric centers of different
polarity, extension, and intensity in the lower parts of thunder or shower
clouds is possible.
Review'erls notet In the composite table added by the author in p 165.,-the
measuring units are omitted in columns 3 and 5; in column 61the factor 1o-15
is omitted at the maximum value of the precipitation current.
N.V. Krasnogorskaya
Card 2/2

Ka"Mys T.P.
ch-&-ro-o-teristios of clouds and thunderstorm activity, 2nIA7
GOO no;67,.129-130 157. (Kim 13Lt4)
(Hadar meteorology) (CIMAIV)

-. I -
lit
Fog
lit
JAI

AS
c
I
c a

T
31J02/006/i3
8/5
A052JAlOl
AUTHORSt XPIQkolov, V. P. Sempnovt Ka, As
TITLEs 6beervations of corona currents from an artifioial',~oint.
at Voyeykovo
SOURCEt Leningrad. Glavnaya geofizioheakaya o'beervatoriya, .-Trud
no. 136, 1962. Atmosferno~o s1ektriohe:stvo#'53---,64 -
TEM The article 'summarizes. the' results of.obse'ryatioho,~6airied-'outl,:
during summer period 60 bj the.Main Geo0hysia'al Qba6iv~torj: it
a 1958 - 19
Voyeykovo. The amount of point dischairge' ourrents,:reoeiiVed-~ b~r-:*hd'. earth,-';.,-'
is evaluated and their dependence on the field intensity- "d-thG for6e 6f
win4 is considered. To measure. the point discharge 4 devide".built on
double triode 6H6 (6.N8) was.usedi The point 60 mm long and I mm.in dial-:
meter was fixed on an 1.5 m metal pipe which,was mount6d.'on thd,..roof#
The total height oler the earth.-surface was 10 me, In"1~60 the.poinf W''Ed-1
replaced by a standard form-Point 50 mm long and 9 mm: diameter at the.:
bage. The current and at the same time the electric field in'tensity'-.
Card 1/3
0,

1/
0

ACCESSION NR: AT4011611
8/2531/63/000/146/0021/0027
AUTHOR: Kolokolov, V. P. ; Pichakhchi, G. I.
TITLE: The level of atmospheric Interference and certain peculiarities of thunderstorm
activity
SOURCE: Leningrad. Glavn. geofiz. observatoriya. Trudy*, no. 146, 1963. Atmosfernoye
elektrichestvo, 21-27
TOPIC TAGS: atmospheric interference, atmospheric electricity, thunderstorm, thunder-
storm activity, lightning, lightning discharge, atmospheric discharge, storm recording
device, storm duration, meteorology
ABSTRACT: An attempt was made to find a correlation between the intensity of atmospheric
interference (the number of lightning discbarges)' and the climatological characteristics of
thunderstorm activity. ~.n attempt was also made to establish relations among these climatic
characteristics as they are observed over an extensive territory. The solution of the first
part of the problem involved in question, with what climatological characteristics can
atmospheric interference be most conveniently compared? At first, the authors compared
the number of lightning discharges, recorded by a PRG-1 storm recording davicej with
Card 1/4

ACCESSION NR: AT4011511
climatological characteristics j findingg in this way, the values of the correlation factors be-
tween the sum monthly number of discharges recorded by the device (threshold of sensitivity:
1. 5 v; approximate e 'ffective radius; 20 km; passband: 6 kc; frequency band: 60-66 kc) on
the one hand and the sum monthly number of days with storms and the sum monthly duration
of the storms in hours on the other hand (for Tbilisi and Sverdlovsk, summer season, 1960).
As atmosphe,:ic interference characteristics, the authors used material on the number of the
atmospheric discharges recorded during the summer season of 1961 at Sverdlovsk, Odessa
and Leningrad. This recording was made with a PRG-I, with the sole difference that this
device was more sensitive and had a broader band (2-20 kc). It soon became apparent that,
for the authors' purposes, a climatological characteristic such as -the sum duration of the
storms (in hours) was most conveniont. The authors qualify a certain part of the conclusions
by stating that their results pertain to atmospherics which give rise (o large field Intensities
and which, consequently, are generated by nearby thunderstorms. With regard to atmos-
phatice of low threshold values (below 100 millivolts/motor, for example), these may ar-
rive from great distances, exceeding the delimitations of the territory pelected. Moreover,,
the level of these atmospherics will,* to a considerable degree, depend on superlongwave
propagation conditions; that is, on the state. of the. ionosphere. The authors discovered, in
Cord 2/4
ACCESSION NR: AT4011511
general, the maximum sum duration of thunder storms in elevated and adjacent regions.
There is, naturally, a tendency toward an increase In the level of atmospheric interference
as the latitude of the observation point decreases. However, there are local regions which
constitute exceptions to this general law. it should also he noted that in regions with a large
percentage of stormy days, or with a large number of storms, the storms themselves are,
o1 the average, of greater duration. In this connection, however, It Is Interesting to note
tl~pt there Is no correlation between the number of thunderstorms and their mean duration
Nee Fig. I of the Enclosure). It may be assumed, the authors claim, that the plotting of
storm duration charts would be useful for an estimation of the number of electrical dis-
charges per unit area, provided the proper reference readings are 'taken at several points
within the European Territory of the USSR. Orig. art. has: 6 figures and 2 tables.
ASSOCIATION: Glavnaya geofizicheskaya observatoriya, Leningrad (Main Geophysical
Observatory)
SUBMITTED: 00 DATE ACQ: 20Feb64 ENCL: 01
SUB CODE: ES NO REF SOV: 002 OTHER: 000
0
Card .3A

KOLOKOLU," V.Fl
World distribution of the number of lightning dlsc~Argea,'O'lTrudy
GGO no,,17.7i 10-12 165o
Some charactorlatica cf tbe djocharge activity of thunderstorms
in tho middle latitudes. lblcl.-.13-~2 (MIRA 1818)

-P.,~,;~SIMONGVAI ~.7
KOLOKOL Y~,,!Tf
Methodology of constm-t-:.ng map of lightning discha.-ges Trudy- GGO
r.o.177!23-30 165. ~VIIIRA 18:8) 1

KOLOKOLOV, Viktor Petrovich; TATUYKO, I.I., red.
(It', storming arcund the planet] Grozy idut po planete.
Leningrad, Gidrometeoizdat, 1965. 124 P. (MIRA 18:12)

ACC H14 A76014848 SOURCB CODES URM31/66/000/188/M3/0010
AU71ioRt Kolokolcwt V.P.1 Barkslavao K.N,l Kuprovich, V. Vp IX Uityavint V*A,'$- SimcnavW4
Re 16
ORGI NOM
TITLBs on a more precise method of napping thernumber of lightning-'nashes
.50URCR: Leningrad. Glaynays geofizicheakays observatoriya. Trudy, no. SO i '19",
Atmosphetnoye elektichestvo (Atmospheric electricty), 3-10
..TOPIC TAGS: atmospheric electricity, thunderstorm activity, Aightning, Uod;m~
ABSTRACT: The paper discusses Improved methods for mapping the geographical densilli
of lightning flashes.- -'-. Lightning dischaMe counters with a knowni.effective regi.
stration radius (defined as the maximus one within which all discharges are
regi3te-'.
Fed),. were used. An expression for the effective radius, derived for wide band (2-20
kc) counters from a previously published (referenced) paper of L.G. Makhotkin, was too
sensitive to its coe-fficient's.ercors; therefore, simultaneous registration with 4''..
narrow band (56-62 kc) counter was employed Thunderstorm activity was expressed as
the monthly number of discharges per 100 kal
of -the recording station vicinity sizeal~-
V.ander3tQrM activity over -the North. Atlantic has been also evaluated from British
MM and WGS (unreferenced).4adiolocation data. Dependence of thunderstorm activitri
cmd
ACC NR, AT6014848
form of number of discharges per loo km2 per month and also number Of days It th thuffi,
-humidity index "te- was determined and estso,
derstorms.per montht -vs. a temperature of .~he
blished. The temperature-huni"tY index chosen was represent" by theLprodUet
an
dvjv~~ J!
Aemperature in T z'absolute -humidity - in al llibaX8- COMBAB OU XWtbGi
given, ftigo &Ctoth"t-' 2 f igure,49 .,,3.' f ormu Ian od 41-tablelle
ont
oft/
None
SW COD211 04/ 3VM DA72:" ORIG RM:
j_:
V. j
CWd
Al-

VI
ZOZULTA, T.N.; KOMOV, A.S.; LOSMOVA, R.F.; CHNUOMMOT, K.N.#
NOLOK6T.
TAROSHMO, F.D,. Prinimal uchastiye: SITITM, S.N..
T.S,,-P;of,, red.
[Chinese-Ruselan dictionary of scientific and technical terms]
litaisko-rusakil slovarl nsuohnykh i tekhnichookikh terminov.
32000 terminov. Pod red. V.S.Kolokolovs. Notikva, In-t nauchn.
informateii Akea.nauk SSSR, 1959. 56B.P. (M=A 13:2)
(Ohinese langtmge--Dictionaries--Ruasian)
(Science--Dictionaries)
(Technology-Dictionaries)

FEVZNEFt M.I.; KOLOKOLGV. V.3.
Protective casing for drums of wire-drawing machines* Sboreratse
predl.vnedr.v proinve noe5:39 160* (MM 14:8)
1. Zavod "KrasMy Profinternife
(Wire drawing-Equipment and supplies)
0- wis I

kO Lol< oL o V
1-815), SOV/11Z-59-5-9052
Translation from: Relerativnyy zhurnal. Elektrotekhnika, 1959, Nr 5, p 91 (USSR)
AUTHOR: Rabinovich, M. S., Kolokolov, V. V., and Levitan, M. Ye.
TITLE: Automatic Equipment oTTMWW'ater-Pumping Outfits Should be Improved
PERIODICAL: Ugol', Ukrainy, 1958, Nr 4, pp 42-45
ABSTRACT: The "Krasnyy metallist" plant, Konvto~, manufactures AVV-3 high-
voltage automatic 'equipment for water -pumping outfits only of a regular mine
type. This fact excludes the possibility of using the equipment outside the
near-shaft installations, in gas- and dust-hazardous mines. There are many
pumping plants with a high-voltage drive situated at the extremes of the mine
field and at the levels lower than the shaft yard. These water-pumping outfits
could not be automated until recently because of the above reasons. Now this
problem is being successfully solved by means of AVN- I equipment
manufactured by the "Krasnyy metallist" plant; the equipment is explosion-
proof and is intended for automating water-pumping installations with low-
card 1 / 2

SOV/112-59-5-9052
Automatic Equipment of Mine Water-Purnping Outfits Should be Improved
voltage motors. The Giprouglgavtomatizatsiya Institute has modernized this
equipment for use in autematiltg high-voltage water pumping. The cost of
automation as compared to that with the AVV-3 equipment is lower by 25-3010.
The principal scheme for controlling high-voltage water pumps by means of
the modernized AVN-IM equipment is presented, as well as a description of
its functioning in the pumping plant at the number I slope of No. 5-6 shaft
imeni Dimitrov, Donbass.
S.A. P.
Card 2/2

jj
PHASE I BOOK EIPLOITATION SOV/5543
Moscow, Tsentralfnyy institut prognozov
Voprosy diagnoza, I prognoza nizkoy oblachnosti I obledenenlya samole-
tov (Problems in the Diagnosis and Forecasting of Low Cloud For-
i~ations and Icing On Aircraft) Mosoows Gidrometeoizdat (Otd-niye).*
19.6'11~~9..92 p. (Series: Its: Trudy,, vyp. 80)
ZmLta a2lp Inserted. .800 copies printed. -
.Sponsoring Agenciegs Glavnoye upravlenlye gidrometeoraloglabookoy
sluzhby pri Sovete N1nIstrov SSSR; Tsentrallnyy Institut prognozov,
Ed,.(Title page): N. V, Petrenko; Ed. (Inside book): M. I, Sorokina;
Tech, Ed.: I. M. Zarkh,
PURPORE: This publication is intended for synoptic meteorologists
at aviation meteorological stations andother weather-service
organizations, It may also be of inter6st to theoretical research
workers in meteorology.
COVERAGE: The first four articles of this issue of the Transactions
of the Central Institute of Weather Forecasting deal with conditions
Card 1/3
Problems In the Diagnosis (Cont.)
SOV/5543.'
associated with the formation-and forecasUng of cloudiness in the
low cloud level, The results obtained ii-uia balloon and aircraft
soundings are presented. The conditions of aircraft icing in
clouds are analyzed in two articles and the possibilities of fore-
casting the relative humidity are evaluated. No personalitiesAre
mentioned# References follow individual articles.
TABLE OF CONTENTS: a
Abramovich, K. G., and A. KhaKhr9lane Organization for Investigating
Conditions Attendant to the Formation of Low-Level Cloudiness 3
Abramov-1ch, K. G. conditions At-tendant to the Formation of Low- 10
Level Cloudiness
Gogoleva, Ye. I. Changes in Dew-Point Deficit Before the
Appearance and Dispersion of Cloudiness Below Altitudes of 600 m 42
Kolokolova __(1.,.V. Determination of the Transfer Level in
58
iFC;42;'~_asting Low Cloudiness
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Z-AIMARIKy Ye.; ANTIPOVV Be; UWANOV, S.1-KOWROLOVA, Me;
i.-v-t-ekhn.:red-
.SIDELINIKOVA,, Z,v redo; NEWTOVI
[City oi'~6el] Wrod Orel. ftelo Orlovsko4 )mi2amoe izd-vot
1958. U2 P- (NMA 24:6
(Orel-4)eocription)

S11791611oOO100610111011
E032/E514
AUTHORSt Zhukova, L.A., Kolokolova, N.A. and Sukhnev, V.A.
(Moscow)
TITLE: Measurement of small pressure differences in rarefied
gazes
PERIODICAL: Akademiya nauk SSSR. Izvestiya. Otdeleniye
tekhnicheskikh nauk. Mekhanika i mashinostroyeniye,
no.6, ig6i, 174-177
TEXT- This paper is concerned with the selection of mano-
meters and manometric fluids for the measurement of small
pressure differences in rarefied gases. The particular type of
manometers which In considered by the present authors is the
U-tube manometers of the two-liquid type with either one or two
separation surfaces and a reservoir in each limb. A brief survey
is given of the published Soviet literature on this subject,
together with an account of some versions of the U-tube manometer
used by the authors. In the latter work they have made a detailed
study of manometers filled with combinations of ethers of the
meta-phenyl-diacetic acid and polyorganosiloxane liquids. In this
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Measurement of small pressure S/179/61/000/006/011/011
E032/9514
way it is piwasible to obtain diffeient pafirs of iWacible liquids
with density differences between 0.2 and 0.07 g/cm--'. In particulw,
they have investigated the polymethylsiloxane liquid nmc- lo
(PMS-10) and polyethylsiloxane 114uid 11211 in combination with the
d i a m y 1 ether of the meta-phehyl-diacetic acid and the dimethyl
ether of the meta-phenyl-diac6tic'acid respectively. The theory
of the two-liquid U-tube manometer- Is ;aid to have been given by
N. I. Belik (Ref.1; Instruments for-the'meaisurement of small
differences of gas preisure.-Mashttz, 1957). The present authors
make use of this theory to 66timatie'the possible experimental
errors for two-liquid manometers with one and two separation
surfaces. Criteria are derived-whi6h may be used to decide
whether one or two separation surfaces can be used with greater
advantage. Curves are reproduced showing the variation in the
absolute error for different manometer parameters. There are
4 figures, I table and 5 Soviet-bloc references.
SUBMITTED: May 15, 1961
Card 2/2

SUKHREV, V.A.; ZHUKOVA, L.A.; IOFFE, A.E.; KOLOKOLOVA, N.A.
Two-liquid micromanometer for measuring slight pressure losses
in rarefied gases. Izm. tekh. no.12:17-19 D 163. (MIRA 16:12)

I
ZEUK011A, L.A.; KOLOKOLOVA, N.A.; SUMINEV, V.A.
Investigating new liquids for liquid-column manometers used
In measuring pressure drepa in rarefied gases. Izz, tokh.
no.5sl7-19 My 165, (MIRA 18:8)
1 M