CONSTRUCTION AND PLANNED CONSTRUCTION OF WARNOW SHIPYARD

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP80-00810A001800570002-8
• Release Decision: RIPPUB
• Original Classification: S
• Document Page Count: 21
• Document Creation Date: December 14, 2016
• Document Release Date: February 5, 2002
• Sequence Number: 2
• Publication Date: September 4, 1953
• Content Type: REPORT

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CENTRAL INTELLIGENCE AGENCY
INFORMATION REPORT
3EC~ET
SKURITY INFORMATION
COUNTRY ~Rast Germs
25Xa~E OF INFO.
I~I,~iC`E ACQUIRED
~onetruation aid pJ.annsd Cori.struation .
ct Tarnow shipyard'
Thts noown.n0 oomiMNns !nt Ramos as 1~-
uon.i Jillf~pM of the Unt . _ ~ -ttli~a tb. m.~n-
!ns of Tltle 3A, s4o44eM.7~, ~ e+~ tki iiA. bod.. ~
uaeaded. 2t. tt.,aernf"iop ~ >if+~IbR of lp.aat.a,~s
to or reoilpt b7 ~n uesuthalyd paroa YI p~!-lblt.d
b7 lrw. '171. e.ProdpatbA Qt {h1. l4eip l~..mpiilAltd.
REPORT NO.
:- 'DATE DfSTR.
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~p~ Y9S3
.REOUIREJIAENT Np.~.;h RD
REFERENCES.
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souaee:
la aontornanae with the resolutions ct the !'iw~-Year-Plaa~ ' shipps #?~ 9t5t~0 tone ~-re
to be built by the ida~ppyard: Ta~te~stigatiaas proved that t~s +~3~ei~s3m~ : at the *hip~
bnildir~ s ?p permitted the haadD.iag of 39,00f~ ~ tones ;off' mstei~isl pis . ?hs
aapeioity t the ~tlatipbailding shtsp corresponded direatlT to thl~l bgildial~~'aap+p~itT at
fear , ~ays~, T~ coaetruction of toTar building wa>s tray ~leta~ed ~'or the Miro-
Y?ar-P~,an. T~sset. bai~~g ways are shown ?a Enolo~ase (~.~ s Zb~at .l 8w
a f ..._
~.osl~te ~8 ' ? Hn3~~li~ag Mays Dinena~ons and
~,,.~ r. ,. ~ , . ~+ayeRlt
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b1_d arame anon. sib .
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3, Y have prepars8 a sketch of the Warnow shipyard ,see Eaolosgr~ ~" oa >~ioh tbs poiAts
2. The ahipya~d was to be aepable at bsllilding lour wseels ?f type. ~aA s~cl tear of type
~Yper year after tke iastallation,is completed. ~~ ,,
inctioated bele~r sy~ sho~a8. 11 det~aled desariptioa o! eat of t~sgie .3~stallatimns.
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ra ga~'ormer station
~e1~`mre u . , n and kitchen
"
'
"
'
ewa e~~
3~spoe
a'.L
~n~"
I
om~p.Te~~on an inst lotion of pipes in 1952.
~~~ Dii~ierisarjr, d'reasing rooms, lavatories ,
p 33~ting and boiler smithy)
0 0~ 8 (YPeld.iiig) __
~
o.`~ (R~:gg?ir~ and saddler)
o
0p. 0 ~~ (Cairperitry)
3Fio~o; ~" (2~.ri.ne and aia~cil~axy engines )
o. Ship"pluiribing'and mechanical workshops)
Rio o.' ~Electrieal shop)
0 0: (Pipefitter shop)
Q~s~~~;~, QF o er'house
oa. s orage s ed (In operation-since end of 1951)
P0.3,~i#r 2~ ~ ns 'a a ' ons' along bank of yParnaer River
$~~~~` arrack`~"c~~~o'r~ ~,Ob'~
o$~~N~~ A ~ stration building
o `.`.~....LL free" sha s ' _ _ .. .
nis -~~e -in the summer- of 1950; housed diesel ~ reepair shop;
boiler repair shop9 mechanical workshop9 etc,9 for ship repairs
-r~ ---_.~ . .
Poi 8 ~V`cr~ksho,~ .
.-~~= nI operatiori~ since summer of 1950. Accommodated repair shape
of various kinds.
Point 29 Sm~1fi~~iu.Iclin $ and workshops (Formerly belonging to the
oeger aoa yar ""' .
H'ouaed Firs department, garages, lumber storage, kitchen
facilities, etc,
Poi_, n_t 3~ Carpentry (In operation since summer of 1950)
THe approximate labor force engaged in new.construction9 employed in
the varia~us sections was as follows o
Shipyard Sections 1955 19b0
OR FORCE
5.
a. Shipbuilding shop b50 192,50
~~ Pre.-assembly area I~00 ~ 750
c Building w~'~.~'r 800 1 500
d.:, -elate; -and .profile storage 30 y 50
e: Asoembly and fitting-out shops 520 1,000
f. ~dechanical workshop 1I~0 X50
g, 1~arehouse 100 200
h; .Transportation section 260 '500
i. Ac4ministration 500 1,000
Total : 3 9100 c~9500
IInti1 19~5,when new construction wars to became the main mission~of the
ahip,~ard, the repair section was to employ a full strength of~69200.
beginning in 1955,, thin total was to 'be slowly decreased to 391009 ands
at the same tin?, the labor fo~xce of the new construction sections
as to be inerea~sed.
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_~_.
,~ ` mx~~,
~hi.pl~~ti7.~,ng~ Shoes ~oint 2, Enclosure (A~
fli~e~neione
s
b~.,~t~?~ouse offices, staircases to the pattern shop, and sanitary
*~ +~~~`~ >~bom~l pertaining to the shipbuilding shop. The staircases
'~t~~ bf~ ~iat'~,ern shop ~'~are located in t0ro towers at each end of the
~tt'irie~, fibs dimensions of the shop were as folloers.
~'~13 (In Teeters )
~'!1i',~, length including towers 20.20
Oral]. length without tourers 201, 20
Wi~,th
entire width including annex and towers 111.20
entire width including annex 109620
width without annex 101.20
'the. shy c0'v+ered an area of about 22,500 square meters 8 It eras divided
3.ntt- four ~.arigi'~udinal compartments, ~ each 25 meters wide. The shop
C~itpartmerit~ ~'rere" dee3gnated A, B, C, and D counting from north to
b~tth. ~J~~i 8niidXrparalleling the entire shop and attac~ied t?o it
was
Heights
i shop cpmpartment A~height of ridge 22,57
height of eaves 2].,25
sh~~,compartments B through D~height of ridge 18,30
'" height of eaves 17605
height of tourers; eight stories 25;00
height of annex; three stories 96.5()
Arrangement of machine tools
7. Sheet instal working machines were mounted at the west end of shop com?
partments A and B. In compartment A, they occupied almost two-thirds
of the entire length. In front of the shipbuilding shop, a distance
of about six meters from compartment A and II, two plate rollers to
handle all kinds of sheet metal were installedb `1'he annealing furnace
installation yvith an underneath space of 18 meters length,, and all
accesaoriesl~ra situated in shop compartment Ca The available space
in front of and to the side of the annealing furnace installation
housed the frame drawing and bending hay, which occupied almost half
of the entire length of the compartmentb
8, Shop:; compartment D contained the angle forge vrith -three forge fires
axia necessary accessories, as well as all machinery needed for machining
profi~,~s. The unused space accommodated the profile and beam drawing'
bay.
Welding bay
9.
The rest of the shop served as a welding ba~~. First, the entire area
was coverad~ with cast stiirage blocks of 150 mrn? thi.^,lcness. There was a
space of 700'mm. for the vrelding cables bet~Neen the shop flaor and the
sve'age 'blocks.' Ten transformers each vrere accoy~m~oda,ter3. in supporting
fields Nos. ~~ 5, 7, and 8 of the welding bay a t the south side of shop
compaz`tmpnt D: Four transformers each were accommodated :in supporting
fields Nos. 2~ 3, and ~. of the tihrelding bay at the north side of shop
compartment A.
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~~,~'. ~bl~ for the weld:f.rig cab_t.es were installed in the sY?op floors
~y ..rirers covered by a woc,den planking which was.. 30 ~ mm. thicko The
~~t'fi~~e of the latter vrt~s flush with then shop floor. The inside
dimensions of the transverse and longitudinal cableways were 180 mmo
its width and 100 min. in depth?
i
~:. T~i6..~gs~Sro~cima.te we"lding bay space available in the shop compartments
Wa8 a~~,~Olli~9:
~iA+~ ~?mpartmant
Welding" Bay Space ~ in square m~:ters ~
~
1;00
~
29200
C.h
29200
D?
2200
C~a.t~ s
l~'. ~l~t itihe 'west aide' the shipbuilding shop had one gate oi' S x 5
~..".. ~>ite~bi~e four ?awh Af the shop ?eoapartsaenta Aa Ba and D through ~rhiah
:'b3~e r~:1~~a~aap~.~t; i~om-the plate and profile stox?age was ovex? et~and-
'Mrd ''gauge railad The l:.ength of the railroad spur inAthe shop gas
. .14 aete,~a"* 'Thm ra:~.3.s ~-ar~e ~lueh with the shop flooro
13. On th? east .side of campai^?lments Athrough D9 gates of 18 meters width
-..and six metES~s height were installed, Personnel entrances were built
within the gates.
1~: A. ,-doub~.s~t~aek ~^ai~.:road spur wrath a.n a.xaterval of f'~,~re ~aet?rs frog,
-~- ~pt~~' to '?pur was built far each gate in order to ta~anaport the bulky
;prei"a;'~:riea_ted a~as~tioaaa~ f'~9~ tkse ahi,pbul.-l.d-in~ ~ho~ to the -orea~~.r~r~aalbly
~rea:a-:::.The' x~ilroad apiYrs. pan-~~;4 tee' iaa~,de ~~ae a~h~.~~t~~cilding shop. The
.,dou~bla~t3~'selc' ra:i~~:r~ad spur ~rithin sash ahmp eompa~?~~e~'t~ lid into -the
traaaveria'e:; tice?k '~:~' the a~ringin~` `crane a T'ha tx?a~k~ wire flush Frith
the chap floor<
].~. One gate of l~.5 x X05 meters tivas installed in each of the supporting
fields Nos. 7 and 11 on the south side of the shipbuilding-shop, A
personnel entrance vaa.s available in supporting field Naa 160
16. Separate entrances for the office and other rooms in the annex were
available.
Pattern shop
17< The pattern shdp was situafied above the entire shop compartment A, and
was approximately 187-5 m. long, and 2!~ rno video Atwo-section trans-
verse floor hatch of 6 x_ 2 meters was installed in the ti~rest corner over
the. sheet metal working area, Under tree roof trussy an Tmbeam extending
oXer the entire area of the pattern shop was mounted to support the
~~ol.?~ of an electrical lift with 500 kg, lifting capacitye ,The wooden
loox~~ras covered with a layer of absolutely dry wood of at least 70 mm.
thickness.
Shop annex
1$. Offices, Zavatories, staircases, etc, were ho~a.sed in the lateral annex
(to the shop consisting of a three-story center part and two eight-story
tov~rers att the east and west endsa The center eras subdivided. as follows:
First fl~-or: Dressing~raoms, lavatories,9 repai hops electrical
workshop,"store room for elect:~o es and welding
equipment9~too1 and dr~.ftng equipment, distribution,
.dispensary, and garage,
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8O~ond floor: Dressing rooms, lavatories, offices.
~~t~rd floor: Dressing rooms, lavatories, recreation rooms,
food distribution offive~, a small ~Tnteex~, office
for political and cultural sectiozzj and a .~est-
room for vromeno
~,9, xn the east and west toyaers, the staircases to the pattern shop, and
~s~'so~neY ~~,fts (endless chain lifts) were mounteda Tdareover they
~id~cc~rnwd~~ed:
~.
~~~ .
+~hth doors: Offices of senior engineer, plant engineer,
~ senior foreman, foremen, and assistants ~ Ster~o-
graphers and clerks for shipbuil.din~; sYzop, plate
storage, forge, transportation section, warehouse,
'gelding shop, building, way~,pattern s~iop, planning
of~'ice, schedule office, and e^+ork~ control.
~0. .fit the vrall between the ship'~uilding shop proper, and on each floor
of tYie center part of the lateral annex, an l.~ meter wide and com-
pletelY ~l.assed hallway was uituated from which the shipbuilding shop
prosier could'be ea^ei],y vie~red.
Cranage installed in the shipbuilding shop.
21. Travel sing cranes: A total of ten travelling cranes vrere mcunted in the
shiplauilding`shop. All of these cranes were to have a span of 22,6 m,
Tn th`e shop compartments A and B, a two-engine trolley (one of ten-ton
and one of five-ton lifting capacity) was installed, Con~p~~.rtments C
and D were furnished with one ten-ton and two five-ton arane~ each.
22. Swinging cranes. In addition to the travelling cranes, about 22 swing,-
, ing cranes of three-ton lifting capacity each and a maximum radial
range of six meters were mounted on the support pillars near the machine
tools acid in the most important working areas of the shop. Stivinging
va'as don? manually and covered a sector of 1~0 degrees. The two straight
Qning rolls in front of the shipbuilding shop in the profile and plate
storage area were furnished with one swinging crane of three-ton lifting
capacity and a maximum radial range of .eight meters each. The swinging
cranes operated on roller bearings in order to facilitate swinging and
were equipped with floor operated electrical hoists.
Pipelines and air conditioning in the shipbuilding shop
23. The following pipeline systems were installed in +~he shipbuilding shop:
~r,~. Compressed air line
b. Acetylene line
c. Oxygen line
d: Fluorescent gas line
e: Mater line
f. Heating and condensation line
According to their funetionJthe pipelines were installed in. the areas of
the shop where they were required for operations
2Lt. About 5O steam heated air heaters (heating with cxrc?z1a ting air) were
installed far heating the shop, In order to orevent cold air circulation
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'',birough dpon gates a ~wai~n. air Yieating system was installed underneath
" ._.. _
'~D ge.tes. The skylights~~were equipped with heating coils agains
dripweter. ~"he lateral annex was hated by radiators,
.. ?.
- --
25. The Yiea,~ing system was desigried~~to ho1d~ a~ temperaturE of ten centigrades
aboyg zero in the~shop proper and 20 centigrades above zero in ?the annex.
pre-~a~emb t area oin?t ~.9 Enclosure A
:.....
~.f:i
_.
al~r ~e1 ~ spaces between .,tie, shipbuilding shop'and the buildin ay tivas 160 m.
~, 'itri~ Liras called' ?the pre=assemblyarea. Prefabx?icated sections
T~~.ed from' the sh3:pbu~.ldin_g ?sYi?p ~were~stored and assembled here into
~,lirg~~?` sect~.ons?~v'ah~:ch~~ere ~:ater'c~eTivered to th? buildin~rray. In
t-r~:er" tCi fi~ciii~tate ~rarisverse~ movements of the sections tai?ought here
from th?."ehop; a tranigve~rse operating crane installation was provided.
1t '~i completely paved at the end of 1952,
Cr+~ne insta~.lation
27. A mobile enringing"crane'p?rmitted th?'transverse transport of bulky
we1,'tled eectioris' ?up to 2a tons in ~ the pre-assembly ? area, The rails
paral~:eled~ the ?east side "of the'shipbuilding shop. The creme was
driven"by adiesel=electric motor"in?order~to-avnid a s~.idir~g contact
system. Details regarding this mobile swinging crane are as follows:
~3.fting capacity
2t);0 tons
Radial xange
100 meters
He%ght of pulley
1800 meters
Height of ?trQlley ~
11~Q0 meters
Lift
15 0 0 meter
Gauge
6p0 meters
~ieel base ~
8;0 meters
Diameter of rin-rail
(s ?~
6,3 meters
Diameter of eight rollers
Oo53 meters each
Diameter of eight travelling wheels
0.8 meters each
Diameter of trunnion pin
0,2 meters
Lifting speed
v=~. meters/minute
Travelling speed
v~25 meters minute
Syringing speed
..
?rr?0.8 times minute
Engine 18 ISVA; n .1;0009 15
Engine 32 ' KVA, ' n '= 1 ~ 000; ' ~t0
~ ED
~ ~ ED
Engine 25, KVA, n = 1,000, ~:0 d ED
Propelling engine (diesel engine) ~ = 100 HP
Building, ~x~_~;'-~oint 1, Enclosure (A) , Enclosure (B )7
28. The four buildinays were of equal sine:
Length of building ~~~~;~"at mean water level 160 meters
Length of breast 60 meters
Total length 2~0 metters
Width. of each building way 26 meters
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29. Builc3.inu-ay No, 1 wasfinished b~r_ the end of 195TH and bui.lding;,way P1o. 2
was ~finZSned by mid 1952? Although- the construction of buildings ways
No. 3 and It h.ad begun in 1951, construction work was stopped after the
breast had been completed. This may have been due to a shortage of steely
vrYiich might also be the reason that buildin~rays No. 1 and. 2 were sti11
unusedp Ships up to 10,000 GT~Ts could be bui..~t on buz.ldin~~ays Noo 1 and 20
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31? ~`1'~. ~$o~i~t idge Of .the"breast. to-the bu.ildirigway react-ed as far as three
~D~e~'!~. belc9~r ~am+rat~r. beam ~aaterwas about 2.2 meters below .ground:
'~,''he upp$rr -edge of the building. ~r~ras 5.8 meters above ground; thus,
the d~ff~rence 3n h?ight was 11.0 meters. The Yanildin~^ray was the
pr+~~0ag~1$~.on line of the shipbuilding shop, thus, rendering possible
a, i~f~ct~l ~.~ of operations. 'The ~ inclination. ratio of the buildingway
vr~Re ~.~~1. Trro builQingoPSys ~rere combined to form one area, Along
their'entir~ length, they were solely separated 1~y an expansion joint.
T$e'entre area measured 160~x 52 meterso The breast to~the building.
way, however, consisted of but one single lumber gx?ating,
Weight of launchingways
32. 'height figures for a vessel of the type IV laid dawno
Vessel proper I~,800 tons
Nfays _ 20~J tons
Cpn~truction weights ?_00 tons
Sliding carriage 200 tons
P?rsonri?I - - 100 tons
Tools. and devices .. ?100 tons
-Total weight of launchingway about tons
Ways
33. A ship was to bib 1s.id down on 60 ways in three rows, i.e. one center
keel way and two lateral ways seven meters distant from the centerline
of the ship. The ways were to measure 1.5 x 1.5 meters.
Way pressure
3l~. The .way pressure was about 86,5 tons per way, or. 3ge5 tons per square
meter.
Launching
t.,
35? The lat~.nching weight (type IV) was x.,800 tons. Launching calculations
revealed:
a. A pressure of 30 tons per meter launching way over a distance
of approximately 75 meters.
b. A pressure of-120 tons per meter launching way over a distance
of approximately 85 meters.
36. The pre-assembly area and the bu~lding~~rays were to be serviced by one
'1 ~t~11,t7Ring launchings were possible for each builclir_~rr~ay:
Fob large vessels: Two main launching~rays with their middle
line- 3.1~ meters distant ~ from the middle line
o~ t~ie'buildingway, i.e. a total cf 6p8
meters.
~~,
I~or~;emall v?Seels : Another ~ !~. ~ meters apart, a s e c and la~unchin g-
;~~, vray~~rhich-made it possible to lay down one
large or two small vessels abreast at one time,
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~lrahe ~.ntltallation, ~ The foundations for the pillars were camp3.etede
~il~ietibn of~ thepillars` began iri l~.te 192, but the heavy plating and
profi~.e iron were lackingm zn ate'event, the northern section was to
bm in ope ~tion: by 'the end^ of 193 e The length -was to be 313, ~ m,
meaau~ed from. cantor to`oent0r-of the two vertical birder structure
xines ~ Thee i~a~:iiuimi height ` of the girdex structure from ground to
bl~ . .
~' eanxiaction was about 56eb~"meters; ' The tRridth of the cable
ordt~se~ir~et~llation ovex "t^nro bui];clingvrays b0 meters measured from
,c~1~te~ tip` center.of ...steel ~girderq The miniinuir height fx?om the top
~rd~4 of $he bui,7.ding-~ray to the hook in the traverse is 34 metersa
? - ...
37 ]C~Oh ~.ii'~d~~a.
~ gvrr iras to be ft~.rnished-with six cables for 10-ton
?'~i!'8~.~8 ~a that s. total of 50 tons could be lifted4
l~,at1~ ~,npry'iz,s storage ~oint 5~ Enclosure (A
~~, '~~ ~'~~ tend . rofile ~orag `~ shipbuilding shop to
a oined the
a ~. P .~,. .; ..... ,..
_.., .. a are
~?~ At either side i~'was bordered by railroad spurs which
bran~ftOd~ .. .
-off the main railroad line-;and led alongside the shipbuild-
ir~g chap and the build3ngerays towards the waterfront. After deduction
of the space'r~eeded~for thoroughfares and tracks, the usable storage
area areas 12,0(bsge m.
39. The ahipbuilding~plates were atoned in front of. compartments A, B,
and C of the sx,ipb~zilding snap in order to fe,ailitate their transport
to the respective machine tools for mach.ning, The profiles were
stored in front of sYiop compartment ?, and would ~be brought from here
to the annealing furnace and the profile sectiono The plates were
stored upright in order tv facilitate transportations aid to prevent
heavy corrosion. The plates were piled according to their s~.ze and
thickness; the profiles were also stored according to their diTnensions.
Cranage ~oint 6, Enclosure (A~
1~0. Two similar bridge crane installations of fiveWton lifting capacity
each were planned f or~the entire storage area and were to be completed
in the ?ummer of 1953? They were used for discharging railroad cars
and trucks and other vehicles, for the "Loading of sho;a 'transportation
faeilities~ and for`the feeding of the straightening-rollers in front
of the shop ae wello Both theae inatallations were to be-able to service
~n area of lt~~ x 120- ma with rov.nded corners (radius = 16 meters) o If
necessary, the working,. range of the crane installationv could be in?
Gree,sed up ?to tha main: road passing tfie west side of the shipbuilding
shop at a distance of nearly 200 m, ley extending thg crane ]c?unways.
1.~7.. Each crane installation consisted o~ one br~i dge Frith a mobile swringing
crane operating on overhead tracks; the technical-data ar^e as followsa
ae Stationary runva~y (overhead tracks}, solid mall construction, r
side trusses and wind breakers in frame girder structured
Double supports made of beams and profile rods ~ frame gl.xder
structure.
Span. ~~mp metex?s
Height of crane tracks (runway
above gra~.uld 700 met~:rs
Inside construction height ~,II maters.
Total length 96e b mr~ t-~ cs
Runway length ~$ a 0 nee t~x~s
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Li~tane~? Yar~t~ua~,i. sup~art~ .
~9um~er e~f ~u;~ports ~,n either
aide of rt~~w~.y
M?bi~.e bridge. ~ife~.ded. and riveted frame girder constructiono
~pax~
1P~idtY'a ~~' Y,ric3.ge
T+~tal ~.engtkz of ~ar~.dge
Les~~tlc~ df rtuwe.;~ _ .
~!?igkYt of cs~i~riers
~'u~-be~? of rocker arms
1Q'i~ttii~eir of tra~e~,ling wheels
'~ravell~.ng ~p~ed - ....
Y~ot~ ~~ ~, n~ 1,Oa0, ~.o ~ ED
~I~bile svr~.nging arena. Solid wall
Lifting a~p~rity
Mau3.xnuno xadi~'t :~anga
Minimuan, x~~di~.l. range
~isight of Yau~l~y above tracks
Yiei~ht i~f p~al~.ey afiove grour~d_
1HeigY~t of trolley al.7~ve tracks
~iaiht o.f trolley sbove ground
Span
.. ._
"Wfxeel bs.se:..
Nurmber of -travelling wl;eels
Li~"ting speed
Travelliz~.g speed
~ar~.r~gii~.~ speed
}~traati>g t~.me . .
Motor ~..~ ~'; it+].;000; 2~ ~ ED
Matax' 1(~ K~; ii;-.I;;00?; t~4 ~ ED
l~ator $ K'4v; ri=~.;4~OQ; ~.0 ~ ED
Motor 5 ', x~.:1,d00, 25 ~ EU
36,0 meters
1~,0 meters
,~0.0 meters
Zt1.0 meters
3a2 meters
8 (propelled)
v = 20 meters minute
frame girder construction.
~ tons
16x0 meters
7.0 meters
1~.0 meters
2500 meters
12?0 meters
23.0 meters
?0 meters
5,2 meters .
v = 1%_';0 meters minute
v ~ 2.5.E meters/minute
v 1,2 tima~~minute
two minutes
j~. The various speeds wex~e~synchronixed in such a way that the entire
inetallat~.on was able to handle sudden loads without doing damage,
... _ _
k,,. ... _ _.... _ ... _.
~gine construction and. other fitting-out workshops
A IP rwweg.pssweuw~ ..,.~.F.,... ... _ ..
'?"
y p _
. .. ? 1
~Lt3. Each of-the- nine ~rorkehQ s a-t the fitting-out.quay was 7 mo long.
The width-~raa ~~ ~n. so constrl~ct~d to have the same crane dimensions as
the ~~hipruilding: shop?.; aha' heigYit: of the eaves was g.5 meters, the
hei~Yit of the ~?idge ,s: ;12-.0 meter's. ' At ~ the east' and west sides of
_ ...
P ....
~ht- 9 N?. 1 th~?augh It and ~ throiigh~].0; gates of 3o meters heig an
Tt:O meters w~:dth were instal.led"as truck entrances. Ire shop No, 5 a
~a'te riieasuring~ five anetere iri'li~sight~~and four meters in width was in-
ei~a].1.?d thrciv,gki -~rl~~.ch ~a r~iilroad spur was ~ laid connecting with the
mliir~~ ra~.soac~ nest. ~ 'xn ~ the ~ea~t ~ arid' of each shop, e. separate three-
atory eeetion for offices, dressing, and sanitary rooms was built;
this section T~ra:s 12. ~ x~aeters deep.
~~ The shops were equipped ?~~.tb. skylights and the lateral fields between
the truse~s were ~?,~.assed.. All of the v~orkshops were to be or ~rere
8.],x~eat~ ?qua,paped v~ith a~.r h?atars (fr?sh and circulating air); side
rooms, radiator-equ.i~n~aed; s.nd a warm air heating system for tk~le Large
gates. `~~.1 shops were to he furnished compressed air. connections and
g~?~.nding stortesQ
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~. Sh~~~ 1: Carpentry ~oint 169 $nc~.osure (A~] 0~~ story'
Was to be completed in"the spring of x.9530
g; ory i ~.
" as to a inis
~ie by the end of 1953 ~ It was
td psi serviced by one ground-controlled thres-rr~ofior travelling
cr~he of one-+ton lifting capacity and 22.6 m. gatx~;eo
1~. Sho No. 2: Marine and auxi~ia~ engines ,~Fa?~,.t 179 Lnclns;zri:
One story hh gh'lV~las in operation since December l~?~2e
It w'as serviced by one four-motor tra~i~elling crane of ter.:~~tan
lifting capacity and 22.6 meter gauge.
c. Sh .,_.NO. 3: Pp~~fitter shoe ~oint 2D9 Enc:Lasure (A)J One
^"
'
~`lth one ground=contrbll,ed electrical hoist of about 750-lcilo-
~ram?13.fting capacity, operating as bottom-flange trolley on
an I-beam.
nc dsure A Two stories igh. In operatio~~ since th,~ end
0'.1952. ~$oth~tfie~~first and second floats were to Y7e provided
d. Sho No. ~: Ship plumbing and mechanical ti~orls~ho~s, ~oint 189
e. Sho~_No. 5 Shi fitting .shop and boiler smit ~~oin.t 139
nc o ure'~'A~Extended from? oor to xovf. ~o ceiling, In
operation since the er~d of 1951e A railroad spur. led from the
main railroad net through thy-entire shop to th.e east gate,
The shop was serviced by one four--engine travellin? crane of
ten-ton lifting capacity and 2206 m, gauge.
f. ShoNo~6~ We:~da.n~ s_ho~ ~oint 119 ~nclosurQ (.A)~' One story
ig wi ~a~iora~e gab e sti~a:cture. ~'cr water tighfiness it was
constructed"vrith a~concrete ceiling sup7orted by concrete pil-
lars. ~ Iri operation since ~ the - grid of 1951. zC Was ser~ti cod by
two ground--controlled electrical llois#.s of abottfi? 7s0-kilogram
lifting capacity, operating 'as bottom~?flange trolleys on an
I-beam,
Sho No, 7e Electrical sho ~oint 1~9 ~nclQSUre (A~ Was
e ?inis ec teen -of 193; Two sto~ie5 h:tgho ?First
floorc'"'6;5 meters high;-~on the north sides ~ travelling crane
of~three-ton lifting aapa~~.ty was to be mounted; Second floor
ad~aoent to the west gate, a ~ freight-lift of ten-ion lifting
sagacity was to be installed. This. shop wag also to douse the
outside firms VEIt2 and RFT .
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h. Sho ATO. $: Paint. and insulation shops YY~.s ~o be awry stories
hig in planning stage..
i. Shoff No, 9: Ri ~er and saddler shops /FoiRt, ~~ ~nciosure (A~
Two stories Fiig In operation since e Cr..d oi? 1951? First
floors rigger shop, Second floor: saddler shop9 six saddler
sewing machines and conventional saddl:i.n; P,d~-lipment was insttalled.,
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Warehouse
~.~. A one five-story warehouse of 80 x 25 mo was to have ?been completed in
1952? The first section eras- finished at t~.e erd o.e l'~~ o T relieve
that -the south section will not be completed. ur~.tzl t)~~e znd o~? i953o
The first floor lead to be able to ~~~ithstand a ?~x~:~;:.nd lead of 2y5O0 kg,
per square ?rieter9 and the upper floors a lose]. ~{` ~ QC)~~v` ~~ per- square
meter,. Adequate transport conneclrionsy i,e, ~ a 1i~`t foY? rea~ay9 and a
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~~~`'~ ~'Ox light loads will be required. g transverse ~ material. handling
d~ Q~' ~'~,Yq~tO~, lifting capaoity and bins for profile iron- was -also to
b~. ~~1/'bt~~,~~d. ~t was planned that the entire control and ma~t;eria.l test-
1ag' /(l1Qti?ri bb a4oommodated in one wing of the buildingo
ri,~ drydoa,~
~(. peastruotion Qf drydocking installations just no:sth of they, brail~l~a~g-
ys was planned, but extensive investigations showed that it was
x30t ~aasible and the idea was abandoned.
G~t~y installations were r:,ot finished, The southern, part ?f,.,~the
~~~now gt~;y ~oint 24, enclosure {A).Jwas begun in 1951, and by the
eud~of 1952:, l00 running meters were .completed. ~,uayage in the
haxbar baq~.n ws.s begun in 1950. Fifty meters were completed in
1954.E ~4Q in 1951, and the, rest by February 1952. IIpon completion
of the quayage construction, it was to extend north from the harbor
begin along.the ohannel ~a shown ,on Enclosure {C)~. The depth of
the water along the Warnow Quay was six meters; the harbor basin,
tuxning basin, and the quayage along the channel wexe to be eight
meters deep. As the quays were completed and where required, -jib
cranes with the following characteristics were to be installed.
a. Portal jib swinging crane with curve travelling chassis.
Lifting capaoity three tons from 28 to 10 meters
'" radial range. Lifting capacity five tons from 20 to l0
meters radial range. Working speed and efficiency of motor:
~~,
~~
(1) Lifting three tan load: v:Q.O meters per? i~.inute
liftix~ five ton load: v:~4 meters per minute
N:24,5 xw at 25 ~, 6D
ns 9.50 RPDd
(2) Whipping five tan load: ve3Q meters per minute
N s 7 KW at 25 96 Em
' n s 950 RPM.
(3) Swinging five ton load: v=1 times per a:imute
N~15.3x~~at40~ED
na 950 RPM
(4) Travelling five ton load: e~28 meters per minute
N ~+wo times 13.5 KM1 at 25 g6 ED .
(5)
950 RPM
Miscellaneous data
Track radius: about 5Q meters
Span of poxtal: 8 meters
Inside height under partal: ra,bout 705 meters
Wheel base:- 1.08 ~^ 5.92 } i.08 meters
Distance between upstream rail and rotation center
of crane: 3 meters
Distance between upper edge of rail and beam ful-
crum: about '15.4 meters
Distance between upper edge of xail and beam tips
about 32 or 4406 meters'
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25X1A
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-12-.
25X1A
t9~a?;ht of hook at 28 meters radial range: about 29 meters.
,'~'eG~ht of hook at 10 meters radial range: about 41.6meters
Ct~F~-below-upper edge of rail: about 10 meter?~
~a;