PHOTOGRAPHIC INTERPRETATION REPORT
NP IC/R-98/65
May 1965
SHANG-HAI SHIPYARD SHANG-HAI
DOCKYARDS (INTERNATIONAL DOCK)
SHANG-HAI, CHINA
NATIONAL PHOTOGRAPHIC INTERPRETATION CENTER
Declassification Reveiw by NIMA/DoD
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This document contains information affecting
the national defense of the United States,
within the meaning of Title 18, sections
793 and 7f,4, of the U.S. Code, as amended.
Its transmission or revelation of its contents
to or receipt by an unauthorized person is
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NPIC/R-98/65
SHANG-HAI SHIPYARD SHANG-HAI DOCKYARDS
(INTERNATIONAL DOCK), SHANG-HAI, CHINA
INTRODUCTION
This report is one of a series describing
Chinese Communist shipyards and ports as ob-
served on aerial photography.
The Shang-hai Shipyard Shang-hai Dock-
is located in Shang-
hai on the southeast bank of the Huang-pu
Chiang (River) at 31-15-OON 121-33-1OL (Fig-
ure 1). Alternate names for the shipyard in-
clude International Dockyard, International Dock
Shipyard, and Shang-hai Shipyard (East).
DESCRIPTION
Shipyard facilities consist of 6 building
ways, a transverse launching system, a graving
4--~ Railroad
Road
0
FIGURE 1 . LOCATION OF SHANG-HAI SHIPYARD SHANG-HAI DOCKYARDS (INTERNATIONAL DOCK), SHA16HAI, CHINA.
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dock, fitting-out wharves, and approximately 65
buildings. Handling equipment consists of 1
portal jib crane and a mobile crane. The
building ways appear to be for the construction
of minor surface combatants, coasters, and
river craft. Facilities and vessels observed
at the shipyard are given in Figure 2 and
Table 1, respectively. Item numbers are
keyed to Figure 2.
The shipbuilding and repair facilities of the
yard include a shipbuilding area, a graving dock,
and fitting-out wharves. The shipbuilding area
is at the downstream end of the yard and is
separately secured. It consists of 6 building
ways, a transverser, side launching ways and
a>?/!~ SHANGHAI SHIPYARD
:/ SH ANG?HAI DOCKYARDS
K (INTERNATIONAL DOCK)
ANG-11A I
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a launching basin. Building ways 113 through
IF are 440 feet long and building way 1A is
230 feet long. The launching ways have an over-
all width of 175 feet and the launching cradle
is 170 by 10 feet. The graving dock, upstream
from the launching basin, is 555 by 120 feet
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1A
1B
1C
ID
IE
at the top and 510 by 55 feet at its floor. Most
of the fitting-out wharves are upstream from
the graving dock; the major section consists
of an offshore wharf and 4 pontoon wharves
which have an overall length of 1,125 feet.
A portal jib crane serves approximately 340
Size (ft)/
Configuration/
Hatches
Coaster
165 x 30/--/1
2 u/i small craft
95 x 25/--/2
2 Probable Shang-hai-
class PTF
120 x 20
1 u/i small craft
65 x 15
1 Coaster
170 x 30/--/1
IF 1 u/i vessel under Not greater than 200
weather sheds
2 Probable Shang-hai- 120 x 20
class PTF
2A
3 2 Barges 60 x 15
1 Possible dredge 40 x 15
4 1 Riga-class DE
25 1 Possible Kaibokan I- 220 x 25
class PF
1 Tanker
1 u/i freighter
I u/i possible PGM
2 u/i small craft
29, 30, 1 W-class SS
31 & 32 1 Probable Haskidate-
class OPF
1 Probable Shang-hai-
class PTF
3 Probable Swatow-
class PGM
1 Possible GRC Hain-
ing-class PR
2 Possible PGM
2 MK 5/MK 6-class LCU
4 Probable coasters
Numerous barges and
small craft
I u/i small craft 85 x 20
1 PT hull 40x15
1 Dredge
1 Possible Kronshtadt 170 LOA
class PC
1 Coaster 160 LOA
1 Possible Kaibokan I- 220 LOA Repair
class PF
325 x 50
335 x 50/KKF/2
I u/i tanker
I u/i vessel
80 x 15
50 x 10
1 Riga-class DE
260 x 30
Repair
1 Oiler
1 Possible Haskidat.e-
class OPF
120 x 20
Repair
l Possible Kaibokan II-
class PF
85 x 20
Repair
I Possible PGM
160 x 30
Repair
2 LST-1-class LST
5 Coaster/Barges
80 x 20
Repair
Numerous barges and
120 x 30
Repair
small craft
150-165 LOA
Repair
Repair
300 LOA Repair
125 LOA Repair
Repair
Repair
260 x 30 Repair
Repair
85 LOA Repair
Repair
145-205 Repair
Repair
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Size (ft)/
Configuration/
Hatches
U/C
Probable LSM 200 x 35 U/C
IJ/C
2 u/i .small craft 90 x 20 U/C
1 PT-type hull (possible 125 x 20 U/C
Osa-class PTFG)
U/C
1 PT-typo hull (possible
K
l
II
omar-c
ass PTG, P-6-
U/C
IJ/C
class P'1' or Swatow-
class PGM)
160 x 30 U/C
165 x 30 U/C
U/C
at least 160 x 30 U/C
U/C
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o Stack
0 Watertower
v Floodlight tower
o Crane
Craneway
Building way with temporary weather shed
Fence
-w- Wall
1
Building ways (6)
Dimensions (ft)
440 x 350 oa*
Building way 1A
230 x 20
Building ways 1B - 1F
440 x 20 each
2
Side launchin
wa
s
g
y
Transverser
310 x 175 oa
Inclined section, min range
40-105 x 175 oa
2A
Launching cradle
170 x 10
2B
Winch house
175 x 30
3
Launching basin
325 x 320 oa
4
Gravin
dock (Int
ati
al d
k
g
ern
on
oc
)
Coping (top)
555 x 120
Floor
510 x 55
Gate, floating caisson
80
5
Possible storage building with
8 Bays, 3 new
165 x 80 gable
hip
6
New possible storage building
,
150 x 60 gable
7
Possible shop
205 x 45 gable
8
Probable
refabricati
p
on
building,5_parallel bays
180 x 180 oa monitor
New bay
180 x 40 flat
9
Probable shop
150 x 40 monitor
10
Building complex, 3 halls
245 x 150 oa gables
largest hall
145 x 40 gable
11
Probable pumphouse, 2 bays
90 x 50 hip
12
Possible shop
180 x 100 oa hip, shed
Central hall
160 x
70 hip
13
Possible shop
110 x
45 monitor
Wing
30 x
25 monitor
14
Probable machine shop
255 x 100 oa monitor
1
2 parallel bays
220 x
50 each monitor
Office section
100 x
35 flat
15
Administration building
205 x
45 gable
16
Machine shop
365 x
135 monitor
17
Possible forge
85 x
55 monitor
18
Shop complex
220 x 215oa series of m
bl
onitors,
19
New possible shop
150 x
ga
es
40 monitor
20
Storage building
215 x
45 flat
21
Building complex
230 x
180 oa gable
22
Storage building 5 bays
260 x
150 oa gables
23
Probable storage building
200 x
100 gables, ve
ntilators
24
Probable storage building
115 x
40 flat
25
3 offshore pontoon wharves
380 oa
Pontoon
105 x
30
Pontoons (2)
100 x
30 each
26
Approaches (3)
Offshore wharf
120 x
10 each
5
Approach
45 x
5
27
Offshore pontoon wharf
100 x
30
Approach
10
28
Pier, probably for floating caisson
85
29
Marginal wharf
190
30
Offshore wharf
Face
630 x
30
Approaches (2)
20
31
4 offshore pontoon wharves
540 oa
Pontoons (2)
115 x
30 each
Pontoons (2)
100 x
30 each
Approaches (2)
10
32
Pontoon wharf
180 x
25
Approach
10
*Overall
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NPIC/R-98/65
feet of the offshore wharf. Three pontoon
wharves at the downstream end of the yard
provide an additional 380 feet of wharfage.
The shipyard contains approximately 65
buildings. These include a probable prefabri-
cation building, a machine shop, a probable
machine shop, a possible forge, an adminis-
tration building, shops, and storage buildings.
The industrial buildings are located in the
center of the yard near the graving dock.
Storage buildings and yards are located at
both ends of the yard.
Security measures include a perimeter
wall and a fence between the wharves and the
yard. An unoccupied AA site is within the
walls. The shipyard is not accessible by
rail.
The only significant changes observed ^
are ~~.~. ~~-
pansion of the probable prefa rication building,
the construction of a possible shop, and the con-
struction or expansion of approximately 10
storage buildings. Construction appears to
be continuing at the downstream end of the
yard adjoining the building ways.
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PACAF. US Air Target Mosaic, Series 50, Sheet S0492.2/14MA,1st ed, Dec 62 (SECRET
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