secon®-x - Watergas

Transcript

secon®-x - Watergas
SECON®-X
Pipe systems for petrol stations
Technical details
SECON®-X Pipe systems for petrol stations
Contents
SEC 1.0
Contents
SEC 1.10
SEC 1.100
System description
System description SECON®-X
SEC 1.11
SEC 1.11.01
Product overview
Piping, Connections, Fittings
SEC 1.20
SEC 1.20.01
Pipe
Product construction – dimensions, bending radii, weights, volumes
SEC 5.0
SEC 5.01.15
SEC 5.01.16
SEC 5.01.19
SEC 5.01.20
Connections
Connection fitting with profile and O ring seal, screwed
Connection fitting with loose flange or split loose flange and monitoring sleeve
Connection fitting modular system with R thread and monitoring sleeve
Monitoring sleeve with connection to a leak detector
Fittings
SEC 5.02.04
Through-connection double-walled GRAPA compression/screwed
SEC 5.04.01
T-piece double-walled, double-walled reduced
SEC 5.04.11
T-piece completely assembled
SEC 5.05.01
Manhole and pipe sleeve entry
SEC 5.52
SEC 5.52.01
SEC 5.52.02
Fluid mechanics
Pressure loss diagram for petrol normal and high-octane (Normal and Super)
Pressure loss diagram for heating oil (EL) and diesel fuel
SEC 5.55
SEC 5.55.01
Tips for laying
for positive pressure-/suction pipes SECON®-X
02.10.2013 – T – page 2
Subject to technical changes.
SEC 1.0
SECON®-X Pipe systems for petrol stations
SEC 1.100
System description
SECON®-X is a flexible, double-walled and bendable composite piping
system with an inner pipe made of stainless steel and an encasing
mantle pipe made of PE separated by struts. This pipe system was
specially developed as a fuel carrier pipe for petrol stations.
SECON®-X is:
- flexible, double-walled
- diffusion resistant and corrosion-proof
- fast and easy to lay
Applications
-
-
-
-
upply lines as positive pressure pipe
supply lines as suction pipe
fill pipes
ventilation, vapour recovery and vapour displacement pipes
Nominal bores and pressure stages
SECON®-X is available in the nominal bores DN 25, DN 40, DN 50 and
DN 100. The maximum permissible operating pressure is10 bar. As a
suction pipe, any vacuum desired can be used.
Connection methods
Installation of the connection fittings at the ends of the SECON®-X piping is carried out on site. It is non-welded, so there is no open flame.
Using simple tools, the appropriate connecting piece is pressed onto
the end of the corrugated pipe. You can choose between a collar connection with a loose flange, a threaded screw connection or a welded
connection. An elastomer sleeve with a test branch for monitoring
the annular gap between the pipes with a simple leak detector can be
delivered on request.
Construction of the pipe
Accessory equipment
The flexible composite piping has a corrugated inner pipe made of
stainless steel, Material No. 1.4404 (equivalent to US Standard AISI
TP 316 L). It is encased by a PE mantle separated by struts which are
offset with the corrugations of the inner pipe. The geometry of the
helically corrugated inner pipe creates an annular, unobstructed canal
in the gap between the pipes which prevents the prohibited spillage
of the medium in the event of a leak and thus of contamination. In
addition, this monitoring space can be used for a pressure test or for
leak monitoring. SECON®-X is also suitable for fuels of the next generation with a high admixture of methanol and other additives. Since
SECON®-X is made of corrosion-proof material, no additional cathodic
corrosion-proofing is necessary.
The following accessory equipment is available:
- manhole ducts
-T-pieces
-through-connections
- leak detectors
Laying the pipe
SECON®-X pipes are manufactured in series production in lengths of
500 m up to over 1000 m in one piece. The lengths required for individual projects are delivered coiled on drums or in rings. They can be
directly pulled into the pipe trench and laid. They can be directly cut to
length on site and where needed, laid through narrow bending radii.
This enables very simple and fast laying.
Type tests, Approvals
1
2
1 Corrugated inner pipe made of stainless steel
2 PE mantle separated by struts
02.10.2013 – T – page 3
Subject to technical changes.
Approval acc. to IP Specification and European Standard EN 14125
“Piping for Petrol Stations laid in the ground“ as well as ERA Technology and KIWA has been obtained.
SECON®-X Pipe systems for petrol stations
SEC 1.11.01
Product overview
Piping/Connections/Fittings
Version
Type
Nominal bore/
Pressure
SEC
Joint
PN
Pipe
30/ 44
25
48/ 63
40
60/ 75
50
98/120
100
Joint
Types of connection inner/outer
Material
No.
Worksheet
corrugated inner pipe
PE-LD outer casing with
Internal struts
1.4404
SEC 1.20.01
Connection fitting with O ring seal
30/ 44
25
10
internal/external thread
steel
SEC 5.01.15
laminated
1.4404/
1.4301
Connection fitting with split loose flange
48/ 63
40
10
internal/external thread
steel
SEC 5.01.16
60/ 75
50
with split loose flange
laminated
98/120
100
acc. to DIN EN 1092-1
1.4404/
1.4301
Connection fitting GRAPA
48/ 63*
R 1 ½“
10
with R thread
steel
SEC 5.01.19
60/ 75
R 1 ½“ or
60/ 75*
R 2“
*1.4404/
98/120*
R 3“
1.4301
98/120
R 4“
Monitoring sleeve
48/ 63
40
with valve for connection to
ECO 51P 6030 SEC 5.01.18
60/ 75
50
leak detector or test valve
98/120
100
Through-connection
30/ 44
25
1.4404/
SEC 5.02.04
48/ 63
40
1.4571/
60/ 75
50
1.4301/
98/120
100
ECO 51P 6030
T-piece double-walled
48/ 63
40-40-40
with connectors GRAPA-S
1.4404/
SEC 5.04.01
60/ 75
50-50-50
PA 12
50-40-50
50-40-40
Connection pieces GRAPA
48/ 63
40
connector toT-piece
steel
SEC 5.04.11
with monitoring sleeve
60/ 75
50
with monitoring
laminated/
St 52.3/
1.4571/
ECO 51P 6030
Connector for T-piece on request
Manhole entry
30/ 44
88.9 x 3.2 mm
pipe sleeve (contractor)
SEC 5.05.01
48/ 63
114.3 x 3.6 mm
60/ 75
114.3 x 3.6 mm
98/120
168.3 x 4.5 mm
02.10.2013 – T – page 4
Subject to technical changes.
SECON®-X Pipe systems for petrol stations
SEC 1.20.01
Product construction
d
D
Dimensions, bending radii, weights, volumes
PE casing mantle with struts
corrugated inner pipe
made of stainless steel
Material No. 1.4404/1.4571
US standard AISI TP 316L/316Ti
This table contains all geometrical data.
Type
DN
SEC 25
25
SEC 40
40
SEC 50
50
SEC 100
100
Dimensions
d
D
mm
mm
30
44
48
65
60
77
98
124
Bending- Weight
radius*
cm
kg/m
30
0.87
36
1.70
40
2.10
80
4.50
* Only bend the pipe using a bending jig or bending machine.
02.10.2013 – T – page 5
Subject to technical changes.
Volume
dm3/m
or l/m
0.8
2.0
3.0
8.4
Article No.
700 201 91
700 203 91
700 204 91
700 206 91
SECON®-X Pipe systems for petrol stations
SEC 5.01.15
Connection fitting
with profile and O ring seal, screwed
Material:
Connector with external thread R 1
with internal thread G 1"
Inner pipe seal Outer pipe seal
All other components
Material No. 1.4404 Connector
Material No. 1.4404
corrugated pipe seal made of ECO
O ring made of ECO*
Material No. 1.4404
* on request NBR
Type
DN
D
Version
Joint
SEC 25 25
44
external thread
R 1
SEC 25 25
44
internal thread
G 1"
02.10.2013 – T – page 6
Subject to technical changes.
d1
mm
74.5
74.5
L ges.
mm
70
70
Article No.
701 102 04
701 102 03
d1
internal thread G 1"
D
external thread R 1
L overall
SECON®-X Pipe systems for petrol stations
SEC 5.01.16
Connection fitting
with loose flange or split loose flange and monitoring sleeve*
Connection fitting with split loose flange acc. to DIN EN 1092-1
and monitoring sleeve (see Worksheet SEC 5.01.18)
Material:
Connector with collar
Pressure ring
Support collar
Split loose flange
Inner pipe seal
Material No. St 52-3 or 1.4404
Material No. St 52-3 or 1.4301
Material No. 1.4404
P265GH/P250GH, galvanized
graphite ring
Tip for installing the split loose flange:
Stagger the separation of the loose flanges 90° against each other.
Type
DN
D3
d1
k
L ges.
mmmm mmmm
SEC 40
40
150
88
110
84
SEC 50
50
165
102
125
84
SEC100
100
220
158
180
141
* Monitoring sleeve see Worksheet SEC 5.01.20.
02.10.2013 – T – page 7
Subject to technical changes.
Article No.
split loose flange
St 52-3
701 103 03
701 104 03
701 105 05
Article No.
Connection fitting
1.4404/1.4301
701 301 04
701 302 04
701 303 04
D3
k
d1
L overall
SECON®-X Pipe systems for petrol stations
SEC 5.01.19
Connection fitting
Modular system with R thread and monitoring sleeve*
L overall
D
D1
l
PE casing mantle
with struts
corrugated inner pipe
Material:
Connector with external thread
Pressure ring
Support collar
Inner pipe seal
Material No. St 52-3 or 1.4404
Material No. St 52-3 or 1.4301
Material No. 1.4404
graphite ring
Material: steel laminated (St 52.3/1.4404)
Type
DN
SEC 40
40
SEC 50
50
SEC 50
40
SEC 100
100
SEC 100
100
Thread
R
1 ½"
2"
1 ½"
3"
4"
* Monitoring sleeve see Worksheet SEC 5.01.20.
02.10.2013 – T – page 8
Subject to technical changes.
L overall l
D1
mmmmmm
103
83
106
89
103
83
172
122
172
122
Article No.
St 52-3
701 103 01
701 104 01
701 104 08
701 303 06
701 303 07
Article No.
1.4404/1.4301
701 301 02
701 302 02
701 303 02
SECON®-X Pipe systems for petrol stations
SEC 5.01.20
Monitoring sleeve
a
b
with connection to a leak detector
Material:
Monitoring sleeve
Type
DN
SEC 40
40
SEC 50
50
SEC 100
100
02.10.2013 – T – page 9
Subject to technical changes.
ECO 51P 6030
a
mm
90
97
150
b
mm
55
75
90
Article No.
packaged unit
989 488 00
989 488 01
989 487 07
SECON®-X Pipe systems for petrol stations
SEC 5.02.04
Through-connection double-walled GRAPA
Compression/screwed
D
D1
L overall
Material:
Fuel-carrying components
Other components
Inner pipe seals
Outer pipe seals
Material No. 1.4404/1.4571
Material No. 1.4301
graphite
O-ring made of ECO*
* on request NBR
usin
This fitting is non-detachable after installation.
Type
DN
SEC 25
25
SEC 40
40
SEC 50
50
SEC 100
100
02.10.2013 – T – page 10
Subject to technical changes.
D
mm
44
65
77
124
D1
mm
76.1
95.0
114.3
157.0
L overall
mm
298.6
339
357
404
Article No.
701 401 07
701 401 08
701 401 09
701 401 10
In
g su sulate a
f
itabl
e ma terward
s
teria
l (DI
N
3076
2)
SECON®-X Pipe systems for petrol stations
SEC 5.04.01
T-piece
double-walled, double-walled reduced
DN 2
DN 1
Material:
Fuel-carrying components
Other components
DN 3
Material No. 1.4404/1.4571
PA / ECO 51P 6030 / St 52.3 / 1.4404
Type
DN 1 - DN 2 - DN 3
SEC 40 - 40 - 40
SEC 50 - 50 - 50
SEC 50 - 40 - 50
SEC 50 - 40 - 40
Article No.
989 493 02
989 494 01
989 495 01
989 496 01
Connection fittings GRAPA incl. sleeve
Material:
Fuel-carrying components
Further components
Inner pipe seals
Outer pipe seals
Type
SEC 40
SEC 50
02.10.2013 – T – page 11
Subject to technical changes.
Material No. 1.4404
Material No. 1.4301
graphite sealing rings
ECO 51P 6030 / St 52.3 / 1.4404
Article No.
701 501 05
701 501 06
SECON®-X Pipe systems for petrol stations
SEC 5.04.11
T-piece completely assembled
a
DN 2
DN 1
DN 3
L
Type
DN 1 - DN 2 - DN 3
SEC 40 - 40 - 40
SEC 50 - 50 - 50
SEC 50 - 40 - 50
SEC 50 - 40 - 40
L
mm
620
540
540
500
a
mm
310
270
310
310
Note:
For a complete T-piece a T-piece basic unit together with three connection fittings are needed as
per the description in Worksheet SEC 5.04.01.
02.10.2013 – T – page 12
Subject to technical changes.
SECON®-X Pipe systems for petrol stations
SEC 5.05.01
Manhole and pipe sleeve entry
General information
Die SECON®-X Manhole entry Type SSE is designed for use with standard-sized pipe sleeves.
The pipe sleeves must be provided by the building contractor.
150 mm
pipe sleeve (contractor)
manhole wall
shrink sleeve
d1
manhole entry
pipesleeve entry
two-part spacer
pipe sleeve (contractor)
min. protruding length = L min.
150 mm
brickwork
Type SSE
SEC 40
SEC 50
SEC 100
pipe sleeve(contractor)
mm
114.3 x 3.6
114.3 x 3.6
168.3 x 4.5
d1
mm
88
102
158
Material delivered by BRUGG: two-part spacer and shrink sleeve
02.10.2013 – T – page 13
Subject to technical changes.
L min.
mm
200
200
250
Article No.
701 700 03
701 700 04
701 700 05
SECON®-X Pipe systems for petrol stations
SEC 5.52.01
Fluid mechanics
Pressure loss diagram for normal and high-octane petrol
Temperature:
Specific density:
Kinematic viscosity:
15 °C
735 kg/m3
5.5 · 10–7 m2/s
SEC
100
SEC
50
SEC
40
25
Flow rate [l/min]
➤
SEC
1
10 100 100010000
Pa/m
0.1 1 10 1001000
mmWS/m
0.010.1 1 10 100
mbar/m
Pressure loss
Example:
Pipe DN 50
Pressure loss with a flow rate of 80 l/min
at a speed of c. 0.4 m/s is 0.6 mbar/m
02.10.2013 – T – page 14
Subject to technical changes.
SECON®-X Pipe systems for petrol stations
SEC 5.52.02
Fluid mechanics
Pressure loss diagram for heating oil (EL) and diesel fuel
Temperature:
Specific density:
Kinematic viscosity:
15 °C
860 kg/m3
7 · 10–6 m2/s
SEC
100
SEC
50
SEC
SEC
25
➤
turbulent zone
40
Flow rate [kg/h]
laminar zone
2,5
10 100 100010000
Pa/m
1 10 1001000
mmWS/m
0.11 10 100
mbar/m
Pressure loss
Example:
Pipe DN 50
Pressure loss at a mass throughput 7000 kg/h
at a speed of c. 0.8 m/s is 2.5 mbar/m
02.10.2013 – T – page 15
Subject to technical changes.
SECON®-X Pipe systems for petrol stations
SEC 5.55.01
Tips for laying
for positive pressure/suction pipes SECON®-X
Thorough preparations
Laying the feed pipes
The following preparations should be completed before laying commences:
– Install fuel dispenser lift hole with installation mounting to fix and
restrain the piping
– Install the switching duct with mounting for the piping to be led
into it
– Install the remote feed tank with fill nozzle and counter flange for
installing the remote fill pipe
– Prepare the dome cover with counter flange for the piping
(aligned according to the pipework drawings)
– Prepare the steel manhole with the correct pipe sleeve dimensions
for leading in the piping
Unlike conventional piping, the leak-monitorable feed pipes are a
bendable pipe system. They are manufactured in one continuous piece
and wound on cable drums. The pipes are laid direct into the trench
off the drum on site and cut to whatever length is needed. Due to its
flexibility the pipe can be laid in one piece over great lengths.
Preparing and levelling the soil
The SECON®-X Pipe systems for petrol stations must be laid on a layer
of sand bedding at least 10 cm thick. The depth of the trench bottom
can be calculated by adding the height of the sand bedding to the
laying depth of the suction piping. Use sand with a grain size of
< 2 mm and level the sand bedding afterwards. Finally tamp down
the sand to compact it.
The careful preparation of the trench bottom is essential for the fast
and efficient laying of the piping.
Manual installation of pipe connections on site is only necessary at the
ends of the pipe lines.
Expansion takeup
Longitudinal expansion due to temperature rise is taken up in positive
pressure piping by the geometrical variation of the corrugated pipe,
rather like a compensator. No action therefore needs to be taken to
compensate expansion. Expansion bends as in conventional piping are
not needed.
Anchor points
Anchor points are not needed when piping is laid in the ground.
That means that routing can be freely chosen in this respect so that no
extra work is needed.
Volume increase in fluid transport media due to temperature rise
and resulting higher pressures can only be elastically compensated to
a limited extent when piping is laid above ground.
Laying the suction pipes
The SECON®-X pipe system for petrol stations is a bendable pipe
system, in contrast to conventional piping. It is manufactured in one
piece and wound on cable drums. The piping is laid direct from the
drum into the trench on site and cut to the length needed.
Important points which must under all circumstances be observed
when laying the sand bed:
– In order to guarantee the safe functioning of the pipe on the
inherently safe suction principle, the piping must have a continuous
downward gradient to the tank.
– When choosing the downward gradient, take care to consider any
crossing pipes on your routing. The minimum gradient must be
maintained under all circumstances along the entire line.
– You must make up the sand bedding in such a way that the suction
piping lies directly on it all the way along when it laid later. This
will prevent the pipe from sagging and forming bulges. Under no
circumstances is it permissible to let the piping lie on the bedding
only at certain points.
– The laying of the sand bedding must be completed before pulling in
of the piping commences.
02.10.2013 – T – page 16
Subject to technical changes.
Safety equipment
Positive pressure pipes must comply with TRbF 40/50.
Additional approvals are in preparation here.
SECON®-X Pipe systems for petrol stations
SEC
Double-walled pipe system
in a water protection area
SECON®-X Petrol station piping for the newbuilding
of a motorway service area in Bremerhaven-Wulsdorf
Henry Reepschläger,
TIN GmbH, Weyhe
„The endless, flexible SECON®-X pipe
system from BRUGG can be laid easily and
incredibly fast. We laid the piping for this
motorway service area in a water reserve
with more than five hundred metres of
SECON®-X in almost no time at all – and
complied with all the quality requirements.“
Following the decision of the investor, work began on erecting a new
motorway service area next to the Autobahn A 27 at the exit Bremerhaven-Wulsdorf. The planning for this project was done in close
cooperation with Shell Deutschland Oil GmbH. They set the quality
standards for the realization of the plant.
The new building is in a designated water protection reserve, so that
it was compulsory to use double-walled and leak-monitored piping for
carrying the fuel. The Office of Environmental Protection in the port of
Bremerhaven was particularly concerned that double-walled petrol station piping should be used on the premises of the service area. BRUGG
cooperated with the professional planners and the architects’ office to
draw up a project design for a double-walled piping network. All the
requirements according to water Law and Environmental Protection
Law needed to be complied with in this.
Laying the filling pipes directly off the drum
Thanks to SECON®-X’s “General technical approval“, all legal requirements for underground piping for the transport of environmentally
hazardous substances were complied with one hundred percent.
The system is double-walled and can be permanently monitored.
Double-walled safety piping is compulsory not only for automotive
fuels such as diesel and high-octane petrol, but also for the underground transport of carbamide in solution (AdBlue). Modern fuels such
as E10 or biodiesel can be optimally transported in the chemically
resistant stainless steel inner pipe too.
Bending the pipe
Solutions for the future
02.10.2013 – T – page 17
Subject to technical changes.
B
1.00
DN250 KG 1:200
BRUGG Rohrsysteme GmbH
Adolf-Oesterheld-Straße 31
D-31515 Wunstorf
phone +49 (0)5031 170-0
[email protected]
+49 (0)5031 170-170
www.brugg.de
A company of the BRUGG Group
5.375
23,83 l/s
DN250 KG 1:200
3.00
20
3.00
14.00
57
2.00
23
2.50
Sender
Company:
Contact person:
Telephone:
eMail:
Street/No.:
Postcode/Town:
Company stamp
3.00
90
3"
3"
3"
3"
23
3"
3"
16,67 l/s
8.50
8.10
20,25 l/s
DN200 KG 1:200
DN200 KG 1:200
❏ Please send me detailed information material
❏ I have a project I am currently working on and would like to speak to you personally
90
1,86 l/s
Fahrbahndach
BFS 3"
DK 3"
IPE 270
IPE 270
13,09 l/s
90
IPE 330
DN100 HD-PE 1:100
8.80
8.645
DN200 KG 1:100
90
2.30
IPE 270
1.20
9.605
90
90
90
1.20
90
1.20
-0.09
30
-0.06
-0.02
1.85
1.20
1.20
C
L-DK
8.80
9,51 l/s
L-DK
IPE 330
2,31 l/s DN100 KG 1:100
7.345
90
95
1.20
-0.05
-0.06
Ablaufelement:
Tasiko, D 400
90x30 cm
-0.02
8.35
2x Saugleitung
DK Reserve
Option
12.005
90
1
605
3.35
Flüssigkeitsdichte
Fahrbahn 436 qm
545
-0.01
IPE 330
9.605
TASIKO-Anfahrschutz Typ VI
Poller 1,85x1,25m, h=0,60m
2.775
90
-0.04
1.595
1.20
-0.05
6.95
Stützenfundament gem. Statik
390x230x185cm, mit Köcher 70x70x135cm
(wird mit ausgeführt)
90
1.355
IPE 330
IPE 270
4.66
L-DK
1x Saugleitung
AdBlue Reserve
58
90
90
805
90
RW DN 100
IPE 330
Stützenfundament gem. Statik
390x230x185cm, mit Köcher 70x70x135cm
3.90
2
90
90
L-DK 3"
VP 95 3"
-0.62
OK Fundament
L-DK
90
U 180
VPD 3"
Feuerlöscher
-0.02
OK Gelände
eingespannte Stahlstütze gem. Statik
QR 400x400x12,5mm
Zapfsäule
SK700-06 120-2
10
805
1.015
1.25
165 40
2,31 l/s DN100 KG 1:100
IPE 270
3.10
1.43
VP 100 3"
L 70/7
165
IPE 330
90
13m
IPE 270
90
30
1.25
6.50
90
HEA 400
IPE 330
IPE 270
R=2
Fernfüllschacht OK/DK,
oberirdische Ausführung (flach, befahrbar)
für Flexwellrohranschluss
IPE 330
90
.50
Wirkbereic
h
TASIKO-Anfahrschutz Typ VI
Poller 1,85x1,25m, h=0,60m
2.775
Fahrbahndach
17.50
Höhenbegrenzung
IPE 270
90
2.265
-0.04
IPE 270
90
1.85
Fahrbahn
2.30
90
-0.07
IPE 330
IPE 270
Flüssigkeitsdichte Fahrbahn:
Stahlfaserbeton BII, C30/37 WU, d=20cm
Plattengröße 4,0x4,0m
Gleitlager Plastomerbitumen, d=5mm
Tragschicht Beton C12/15, d=20cm
Trennschicht PE Folie
Plattendruckversuch 1x je 200 m²
-0.09
Frostschutzschicht/Planum: Sand-Kiesgemisch
EV2 mind. 120 MN/m²
Vorverdichtung EV2 mind. 45 MN/m²
Bodenaustausch/-Verbesserung gem. Bodengutachten
3
L 70/7
IPE 330
2.94
1.20
L-DK
90
-0.05
805
90
245
AD Blue
Stützenfundament gem. Statik
390x230x185cm, mit Köcher 70x70x135cm
3.90
1.25
IPE 270
1,86 l/s
1.20
L 70/7
AD Blue 3"
IPE 330
90
Absenkplatte Tasiko
mit umlaufender Absenkung und Fase
flüssigkeitsdicht in Anlehnung an DIN 1045 und EN 206
Normalplatte 90x120 cm
10
58
-0.07
1.73
IPE 330
-0.62
OK Fundament
L-DK
RW DN 100
B
8.80
Achse
IPE 240
90
2.93
105
3"
90
l/s DN150 KG 1:100
4,626.95
Absenkplatte Tasiko
mit umlaufender Absenkung und Fase
flüssigkeitsdicht in ANlehnung an DIN 1045 und EN 206
Innen-Eckplatte 120x120 cm
mit Aussparung für Ablaufelement
6.20
2.93
-0.02
IPE 270
5.
00
AD Blue
-0.02
OK Gelände
-0.06
Ablaufelement:
Tasiko, D 400
90x30 cm
1.85
1.20
irk
40 9
-0.09
-0.02
TERRASSE
24,8 qm
3.77
Wandaufbau Shopgebäude:
- gedämmte Metallpaneelelemente
(Sandwichelemente) gem. ENEV
glatte Paneele, beidseitig kunststoffbeschichtet,
außen und innen weiß RAL 9016
vertikale Anodnung
- Stahlkonstruktion gem. Statik
8.50
-0.04
W
ich
Feuerlöscher
AD Blue 2"
HEA 400
1.20
-0.05
16
16
10
10
125
10
7
10
Ablaufelement:
Tasiko, D 400
90x30 cm
-0.06
-0.02
-0.04
Terrassenmöblierung:
3 Tische
12 Stühle
1 Sonnenschirm
D 2a
AD 1
Alu-Außentür
VSG-Verglasung
Einbruchschutz
Panikbeschlag
NA
Fenster VSG
Brüstungshöhe
in Abstimmung
Elt-Schacht
mit der Einrichtung
80/80/80 cm
2.84
Ablaufelement:
Tasiko, D 400
90x30 cm
re
be
L-DK 2"
L-DK 2"
-0.05
IPE 270
2,31 l/s DN100 KG 1:100
eingespannte Stahlstütze gem. Statik
QR 400x400x12,5mm
Zapfsäule SK700-2
120-2/+ 2/0/2 AdBlue
4
825
IPE 270
77
5
165
58
90
3-reihige Rinne
Rinnenpflaster 16/16/16/14 cm
Fundament Beton C12/15
IPE 240
90
-0.02
2.30
90
1.25
1.30
35.145
245
L 60/6
L 60/6
IPE 240
Fernfüllschacht ADBLUE,
oberirdische Ausführung (flach, befahrbar)
für Flexwellrohranschluss
IPE 270
1.20
0
70
90
Fernfüllleitungen: Secon-X 100
doppelwandige Flexwell-endlos-Rohre
Innenrohr Kupfer gewellt, Außenstahlrohr gewellt,
PE-Außenmantel, Druckstufe PN 10.
Überwachung mit Inertgas und Anzeiger D-FFL 10 (1) KE
5.0
10
2,31 l/s DN100 KG 1:100
2.89
3.14
Nachtschalter
D 2a
AD 1
Hinweiszeichen
Wc´s
Tablettwagen
Müll
Stahlbau
NA
Alu-Außentür
VSG-Verglasung
Panikbeschlag
Einbruchschutz
2.83
15
Gasrückführung (Stage II):
Rohrmaterial Secon-X, 1" und 1 1/2"
6.30
6.98
DN150 KG 1:100
35.62
-0.47
15.00
70
90
L 70/7
-0.05
1.20
1.20
Zapfsäule
TASIKO-Zapfsäulenanfahrschutz
Leistung EWE Art.-Nr. 17110026501
Wirk
be
reich
9
L 60/6
2.035
TASIKO-Zapfsäulenanfahrschutz
Art.-Nr. 17110026501
70
90
90
Gaspendelung (Stage I) / Entlüftung:
Rohrmaterial Secon-X, 3"
zwei Gasringleitungen zu jedem Domschacht
eine für DK, eine für OK.
IPE 220
L 70/7
90
IPE 240
Behältergrube 210qm
mit Spundwänden zu sichern
Grundwasserabsenkung über Enteisenungsanlage
L 60/6
IPE 270
3.50
4.59
9 -0.07
6.065
-0.04
Saladette
2x Backofen
Abzugshaube
Stikkenfach
7
6,93 l/s
985
-0.07
BFS
VP 95
VP 100
VPD
DK
Stützenfundament gem. Statik
350x230x185cm, mit Köcher 70x70x135cm
RW DN 100
Tresor
ISDN-Anschluss
Scheibe, Paneel und Pfosten
Durchschusshemmend BR 3
D4
Scheibe, Paneel und Pfosten
Durchschusshemmend BR 4
BISTRO
B1
Kaffeemaschine
GS
Kreidetafel
1x Spüle
1x Handwaschbecken
88
D4
GK-Vorsatzschale, raumhoch
185
1.20
-0.47
OK Gelände
1.60
9.065
6.20
Ablaufelement:
Tasiko, D 400
90x30 cm
-0.04
DN100 HD-PE 1:100
-3.905
OK Beton
DK 2"
-0.02
OK Gelände
CNG
2"
VPD 2"
-0.62
OK Fundament
BFS
VP 95
VP 100
VPD
DK
90
2"
BFS 2"
eingespannte Stahlstütze gem. Statik
QR 400x400x12,5mm
Zapfsäule
SK700-06 10-5-10
10
2.66
995
10 40 9
10
90
2,31 l/s DN100 KG 1:100
Zapfsäule
SK700-II 8-4-8+LPG
B4
2.865
6
80
9.03
-0.47
OK Gelände
1.00
CNG
2"
70
125
3.055
BE
4
Tisch
Waschtisch
unterfahrbar
2.135
1.01
20
Kühlschrank
SITZBEREICH
Tisch
Sitzbank
Absenkplatte Tasiko
mit umlaufender Absenkung und Fase
flüssigkeitsdicht in Anlehnung an DIN 1045 und EN 206
Normalplatte 90x90 cm für Ablaufelement
-0.09
VP 95 2"
Feuerlöscher
1.26
Tiefbord, Beton 10/30/100 cm
Fundament Beton C12/15
8
6
Li.H.= 2,50m
FB.-Belag: Fliesen
Decke: OwaCoustic
D1
B3
4.62 m²
WICKELN
BE
behindertengerecht
WC
Wickeltisch
Klappfunktion
6.20
4.95
2.50
2.455
10
Blisterware/Haribo
Fensterregale auf Rollen
915
1.945
4.19
Saugleitungen:
Secon-X 50, 2"
doppelwandig, flexibel,
korrosionssicher
3.245außen PE-Stegmantelrohr
Innerohr Edelstahl,
90
VP 100 2"
90
2" 2" 2"
3,72 l/s
DN100 HD-PE 1:100
7- L-DK 40 cbm
IPE 220
90
Behälter Nr.
50/158950
3.90
TASIKO-Zapfsäulenanfahrschutz
Art.-Nr. 17110026501
IPE 240
HEA 360
6
-0.05
1.20
Eistruhe
2.245
Fahrbahndach
20 5
2.
Barhocker
IPE 220
Domschachtabdeckung Niederschlagswasserdicht,
Betonkranz C30/37, Anpassungan die Fahrbahn
über Betonteleskopelement mit integrierter
Doppelkeildichtung, DIBt-Zulassung.
70
90
10
-2.98
OK Beton
7.20
IPE 240
-0.02
2.30
Gasringleitung 2x2"
5.60
IPE 240
90
6- AD Blue 16 cbm
3"
Fahrbahndach
IPE 240
90
3"
3.025
Stützenfundament gem. Statik
350x230x185cm, mit Köcher 70x70x135cm
3.50
RW DN 100
LPG
-0.02
OK Gelände
10 40 9
7
2"
90
955
13.45
BFS 2"
3"
L 70/7
605
58
90
Auftriebsicherung Behälter:
Betonplatte C20/25, d=25cm, gem. Statik
9.065
-0.07
2.70
VPD 2"
3,72 l/s
-3.81
OK Beton
2.50
90
1.79
-0.04
1.395
Ablaufelement:
Tasiko, D 400
90x30 cm
90
VPD
DK
1.40
40 5
885
6
FLUR 2.135
9.66 m²
B1
Li.H.=2.50m
FB.-Belag: Fliesen
D1
Decke: OwaCoustic 4.52
Tisch
F30
Shopfront Leichtmetallfassade
Einbruchhemmung P6 B nach DIN EN 356
raumhoch, mit geschl. Brüstungselement
ISO-Verglasung
werksseitig Aluminium matt, gebürstet
3.35
Süßwaren
125
7
8
eingespannte Stahlstütze gem. Statik
QR 400x400x12,5mm
LPG
3"
Stehtisch mit
Abfallsammler
25
1.
90
SPIELAUTOMATEN
Shopeinrichtung gemäß
Shopeinrichtungsplan!
1.625
125
3
45
Tablettwagen
Müll
DK 2"
5.00
1000 micron stark beschichtet.
265
BFS
VP 100
59
IPE 220
-0.62
OK Fundament
Feuerlöscher
70
7
VPD
DK
IPE 220
-3.905
OK Beton
HEA 360
2.455
90
3.055
5
HD-PE 1:100
5,58 l/s
4.20DN150
LPG
2"
-0.05
1.20
4.20
18.70
D4
BFS
VP 100
90
4- VPD 10 cbm
90
B1
Karten
125
125
BE
D1
BE
3.39
Kraftstoffbehälter:
doppelwandige Ein- bzw. Mehrkammerbehälter
nach CEN - Norm EN 12285, nach DIN 6608 / D, Teil 2.
-2.94
Jede Kammer besitzt eiunen Dom mit aufgeschweißtem
OK Beton
Domschacht nach DIN 6626.
Die äußere Beschichtung besteht aus kraftstoffbeständigem Bitumen.
Behälter Nr.
Alternativ: Beschichtung aus alterungs- und kraftstoffbeständigem PU
50/158951
(Endopren 868.06 lösemittelfrei CEN p EN 12285)
3"
3.41
80
VP 100 2"
90
2"
90
6.04
IPE 300
Knabber
90
80
SHOP/BISTRO
96.08 m²
li.H.= 2,74m
FB.-Belag: Fliesen
Decke: Shopplaner
1+2
1.26
4.20
1.82
125
Kurzstütze
D6
Fascia
Tasiko 200x120x10
Absenkplatte
AD 1
mit umlaufender Absenkung und Fase
flüssigkeitsdicht in Anlehnung an DIN 1045 und EN 206
1.595
Kasse
15
8
90
5- DK 30 cbm
90
955
L 70/7
IPE 240
Gasrückführung 3"
TASIKO-Zapfsäulenanfahrschutz
Art.-Nr. 17110026501
1.20
1.945
125
765
9.40
9.60
1.165
DN 100
Tageszeitungen
Aktion
6.11
-0.04
1x Leerrohr
D2
4
1.01
2.135
B3
WC-D
5.74 m²
Li.H.= 2,50m
FB.-Belag: Fliesen
Decke: OwaCoustic
Fahrbahndach
DN150 KG 1:100
3"
5.88
-0.02
3.245
125
1.00
Tiefkühlkost
4.145
Kühlregal, Backloader
1.00
2
D1
1x Leerrohr DN 100 Werbung, Aussenbeleuchtung
125
125
2.135
885
B3
6
90
Behälter Nr.
50/158949
DN 150
5.445
ELT-Schacht
-3.905
Elt-Schacht
140/140/80 cm
OK Beton
2"
4.925
4.19
1.00
2"
2.89
1.52
2.26
2.035
BE
6
WC-H
6.76 m²
Li.H.= 2,50m
FB.-Belag: Fliesen
BE
Decke: OwaCoustic
IPE 220
-0.47
OK Gelände
2"
4
B1
865
6
1.20 9,24 l/s
-4.66
OK Behältergrube
2"
765
3.02
1.00
GK-Wand oberhalb Kühlzelle
Regale raumhoch
Lichtkuppel
125
6
15
90
F30
VORBEREITUNG
4.20
7.91 m²
Li.H.= UK Dach
BE
FB.-Belag: Fliesen
Decke: Gipskarton
5
BE
Gekühlte Getränke, Molkereiprodukte
D5
885
2.135
D2
IPE 240
1- VP 100 10 cbm
2"
7
3
-0.07
1.145
-0.02
96
1.355
B1
KÜHLZELLE
7.86 m²
Li.H.= 2.50m
FB.-Belag: Fliesen
Shop-Automatiktür
Fabr. GEZE/Besam,
Aluminium matt gebürstet
mit Fluchtfunktion (Baumustergeprüft)
P5 A / WK 3
Aktion
BE
1.135
3
125
125 41
BE
90
2- VP 95 20 cbm
16
125
3.10
Kurzstütze
200x120x10
Feuerlöscher
180
90
40
7
Küchenzeile (Shop)
4.20
D2
B3
375
B3
DUSCHE 3
3.41 m²
J
6.755
-3.81
OK Beton
3- BFS 30 cbm
16.92
AdBlue
Entlüftung 2"
Gaspendelung 3"
16
1.15
3.02
-0.04
1.045
Toll
Collect
ISDN-AnschlussU
1.19
3.02
90
D3
125
Rinne
2.135
885
D2
90
passive
Heberleitungen 2"
50
10
Tanktechnik
Wände
465
IPE 220
Stahlbau
125
125
125 Panikbeschlag
WC-P
3.16 m²
Li.H.=2,50m 10
FB: Fliesen
D: OwaCoustic
2.05
1.20
11,16 l/s 175
10
2
B3
D1
40
BE
3.02
B1
Regale raumhoch
Lichtkuppel
Wandverband
Trockner,
WAMA
Sockel, h= 10cm
B3
90
Achsen
2.40
1.41
3.60
2.48
8x Leerrohr
12
70
765
2.135
Plakatvitrine
1.00
10 34 10
925
Plakatvitrine -0.04
Außenfassade: Shell weiß
Plakatvitrine
RAL 9016
76
3
175 26
2
1.265
BE
DUSCHE 2
3.41 m²
WASCHRAUM
10.43 m²
Li.H.= 2,50m
FB.-Belag: Fliesen
25
Decke: Gipskarton
LAGER
10.12 m²
Li.H.= UK Dach
FB.-Belag: Fliesen
Zeitungen, Zeitschriften
2
885
2.135
6
IPE 220
Gebäude
80
1
BRH 0.85m
D1
1.20
Fenster Drehkipp
Einbruchschutz WK 3 und P5 A
B1
60
1.32
Rollwagen
D2
PUMI
1.87 m²
Li.H.= 2,50m
FB.-Belag: Fliesen
Decke: Gipskarton
2.135
885
BE
B3
DUSCHE 1
3.41 m²
IPE 240
10
1
885
2.135
5
2x Leerrohr
über Dach
- Tankdachbeleuchtung,
- Werbung
- Videoüberwachung
1
IPE 240
Wände
Elt-Schacht
120/80/80 cm
ISDN-Anschluss
D1
BÜRO
11.59 m²
Li.H. 2,50m
FB.-Belag: Fliesen
Decke: OwaCoustic
B1
1
1
5.00
Auftriebsicherung Behälter:
Betonplatte C20/25, d=25cm, gem. Statik
Behälter Nr.
Stützen
ISDN-Anschluss
10x Leerrohr
Tanktechnik +
Abscheider
46
1.20
Öffnungen
ELT.VERTEILUNG
125
60
985
BE
1.00
1x Leerrohr DN 100
Abscheider
4.955
1.28
D3
Elt.-Verteilung
PERSONAL
8.64 m²
Li.H.= 2,50m
FB.-Belag: Fliesen
Decke: OwaCoustic
B1
6
6
94 6
Regale raumhoch
4.20
AZB
51
Koaleszenzabscheider
FLUR/
ANLIEFERUNG
30.64 m²
Li.H.= UK Dach
FB.-Belag: Fliesen
5
1
1.31
Probenahmeschacht
NA
D1
AD 1
NA
Elt-Schacht
50/50/80 cm
DN 125
NA
50
Alu-Außentür
mit Oberlicht
Einbruchschutz
P5 A / WK 3
Panikbeschlag
2.865
doppelwandige,
oberirdische Heizöltanks
4x DWT 1000, Fa. Vitoset
l/b/h= 110/70/160 cm
F90
3
Kasse
13.00
D 2b
AD 1
ANLIEFERUNG
185
F90
Motorenöl
A
NA
D7
F90
Mehrweg-Getränke
2
3.365
-3.77
OK Beton
-0.38
OK Gelände
2x Anfahrschutz
Poller d=1,25m, h=0,90m
13.375
AdBlue
B2
5
Mehrweg-Getränke
1.00
Domschacht, Domkragen und Domdeckel außen
werden mit einem 2-Komponenten Epoxydharz
(Seevenax) öl- und benzinbeständig beschichtet
ML
3 x Leerrohr DN 100
Pylon+ Waschhalle +
Aussenbeleuchtung
J
Gaspendelung VK
Heizkessel
Plakatvitrine
74
Behältergrube:
Siehe Plan ATT 3
Elt-Schacht
50/50/80 cm
1.925
Lüftungsmasten Entlüftung DK
H= mind. 4,50 m
F90
Warmwasserspeicher
1000 L
HEIZUNG/HA/
TECHNIK
12.83 m²
Li.H.= UK Dach
FB.-Belag: Estrich gestrichen
1x Leerrohr DN 100
HA Trinkwasser Decke: Gipskarton F90A
F90
15
2.075
8
2.025
1.315
1.56
2.205
2.205
47
F
4.26
175
3.875
125
3.60
4.84
4.72
2.135
1.315
1.285
1.38
1.285
1.465
1.465
7.58
125
2.75
2.40
125
2.85
Pflege
1.38
19
1.28
1.45
10
6
1
Lebensmittel
20
Spielwaren
45
1.00
Pflege
87
Gebäck
62
I
H
10
1.135
2.96
Oberlicht
1.215
2.26
10
1.45
10355 12
1.20
70
Oberlicht
1.28
10 10
56
1.135
2.96
Oberlicht
1.215
2.26
1.20
1.41
725
10
KG DN 150 1:100
1.185
50
90
10
D
B
A
Regal für Putzmittel etc.
6
6
6
6
1
1
5
BRH 2.26m
BRH 0.85m
Putzwagen
90x52x110cm
6
2.135
3.49
10
Kompressor
Druckluft
250l
Süßwaren
16
Sekt / Wein
10
2.595
10
rd
1.20
1.41
rbo
1.28
1.45
Fenster Drehkipp
Einbruchschutz WK 3 und P5 A
7
6
6
67
Fenster Drehkipp
Einbruchschutz WK 3 und P5 A
65 1
2.135
2.135
6
1
19
885
125
F30
2
2
2.635
Oberlicht
F30
2.135
125
1.01
65
62
885
40
1.20
6
3
6
GK-Vorlage, raumhoch
6
2.135
12
11,55 l/s
36.355
2.16
8.80
lichte Durchfahrt
DN150 KG 1:100
5.
13m
8.80
00
17.50
Höhenbegrenzung
NEBENEINGANG SHOP /
ZUGANG BISTRO
(NACHT-) ZUGANG
SANITÄRBEREICH
andig
ppelw
Double walled SECON®-X Tee piece
Fahrbahn/Stellplätze:
Bauklasse III
Betonverbundpflaster, zementgrau, 10/20/10 cm
Pflasterbett Brechsand, d= 3cm
Plattendruckversuche, Fremdüberwachung
Schottertragschicht, EV2> 180 MN/m², d= 40cm
Frostschutzschicht/Planum: Sand-Kiesgemisch, d= 55cm
EV2 mind. 120 MN/m²
, do
-0.11
LPGLeist Leitu
ung: ng Fle
Vitog xw
az ell
DN150 KG 1:100
16.92
A
SERVICE-INSEL
LUFT / STAUBSAUGER:
Staubsauger
Anschluss 400 V
Reifenfüllmesser,
aufgehängt an Luftsäule
5
4
125
1.86
175
1.20
6
4.00
69
1.01
1.65
125
525
8
8
125
1.97
8
1.97
45
1.01
2.365
1.01
165
885
29
6
02.10.2013 – T – page 18
Kasse
12 51 10
e
BRH 0.85m
hlt
2
kü
EINGANG
TANKPLATZ PKW+LKW
50
Fascia
3.62
1.28
1.69
G
12
1.09
2.26
245
1.58
10
175
3.35
1.20
2.26
F
1.52
1.41
E
1.17
10
10
1.13
2.26
C
50
To contact us and for further information, please fill in the following details and
send them by fax to +49 (0)5031 15298.
27,41 l/s
Wandverband
1x Leerrohr DN 150 - HA Strom
6.31
1x Leerrohr DN 100 - HA Telekom
Ba
S
C
tge
luf e
Um rin
Vit
14
10.425
Tabakwaren, Alkohol
/5
1x Leerrohr
DN 100 Kompressor
62
S
Feuerlöscher
er
50
1
1.05
1
Subject to technical changes.
1.08
6
1
1
1x Leerrohr
DN 100 Pumpe
2.05
8.33
A
2
2
5
Alu-Außentür
mit Oberlicht
We score by the rapidly laying of SECON®-X.
This convinced Inspectors of government on
site.
L
6
1
S
6
52.085
S
6
6
2
1.905
7
6
1.27
6
6
125
4
6
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6.69
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6
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7.75
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fax
DN 125
It is possible In case of allowance of using
the SECON®-X as single walled pipe system.
Pflegeplatz
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AD 1
SECON®-X Petrol station piping for the newbuilding
of a motorway service area in Bremerhaven-Wulsdorf
09 / 13 / xxxx ex.
SECON®-X Pipe systems for petrol stations
SEC
Optional – if necessary later – it’s the
possibility to integrate the pipe system in leak
detection. This will be a very interesting detail
for Fill pipes, Suction pipes and as well for
vapor recovering lines stage I and stage II.
DN100 HD-PE 1:100
W
irk
be
Dach
SYMBOLE:
re
ich
Achsen
BRH BRÜSTUNGSHÖHE
ELT
ELEKTRO-INSTALLATION
REV REVISIONSÖFFNUNG
FL
FALLROHR
RR
LEGENDE:
ML
BE
OK
OBERKANTE
RD
ROHDECKE
BODENEINLAUF
BD
DURCHBRUCH SOHLPLATTE
DD
DECKENDURCHBRUCH
WD
WANDDURCHBRUCH
PROJEKT:
LEISTUNGSPHASE:
ZEICHNUNG :
H/B = 841 / 1400 (1.18m²)
REGENFALLROHR
MASTLEUCHTE,
NATRIUMHOCHDRUCKDAMPFLEUCHTE
OKFFB
OKRD
SCHRAFFUREN:
REVISIONSSCHÄCHTE RW/SW
T30-1 FEUERHEMMENDE TÜR
EINFLÜGLIG N. DIN 18082
STAHLBETON NACH STATIK
WÄRMEDÄMMUNG
ESTRICH
LINIEN:
SCHMUTZWASSER
Alle tanktechnischen Leitungen , deren Verbindungen
und Behälter sind doppelwandig auszuführen!
REGENWASSER
TRINKWASSER
LEERROHR
DAN. CLAUSSEN
Energiehandeslgesellschaft mbH
Barkhausenstraße 35-43
27568 Bremerhaven
UK
UNTERKANTE
UZ
UNTERZUG
VK
RST RAUCHSICHERE TÜR
OKFFB
VORDERKANTE
TANKTECHNIK-LEITUNGEN:
OKRD
FERNFÜLLLEITUNGEN
SAUGLEITUNGEN:
BFS
VP 95
DK
VP 100
VPD
LDK
HEBERLEITUNG
AD BLUE
BEHÄLTERLISTE:
1.) 60.000 l (aufgeteilt in)
1- 30.000 l BFS
2- 20.000 l VP 95
3- 10.000 l VP 100
ENTLÜFTUNG DK
GASRÜCKFÜHRUNG /PENDELUNG VK
2.) 40.000 l (aufgeteilt in)
5- 30.000 l DK
4- 10.000 l VPD
ENTLÜFTUNG Ad Blue
6- 40.000 l L-DK
Geländehöhen gemäss Aussenanlagenplanung!
Alle Brüstungs-, Vorlagen- und Öffnungsmasse ab OKFF.
HINWEISE:
8- 6.400 l Flüssiggas
(2,9t)
7- 16.000 l AD BLUE
Alle tragenden und konstruktiven Bauteile müssen nach
geprüfter statischer Berechnung hergestellt werden.
Abmessungen und Aussparungen in Stahlbetonbauteilen sind nach den Schalplänen,
bzw. nach der Statik herzustellen. Die Bodenplatten und Fundamente gegen Erdreich sind in Stahlbeton
entsprechend d. DIN-Vorschriften auszuführen. Arbeits- u. Dehnfugen zwischen den Stahlbetonteilen sind
gegen eindringende Feuchtigkeit mit Fugenbändern wasserdicht nach DIN zu verbinden. Gegen drückendes
Wasser durch Bauteile, gleich welcher Art, haftet allein der ausführende Unternehmer.
Die Auflagen des Bauscheins, die zutreffenden DIN-Vorschriften mit allen daraus resultierenden baulichen
Notwendigkeiten sowie das Bodengutachten sind bei der Ausführung zu beachten.
Höhenanweisung: ±0.00= +2.00 mNN
Grundstück: 81/10
Grundstücksfläche: 10.583,49 m²
Gemeinde: Stadt Bremerhaven
bebaute Fläche:
316,00 m²
Gemarkung: Wulsdorf
Fahrbahnfläche:
9.304,34 m²
Flur:
59
Grünfläche:
963,15 m²
Die fertigungstechnischen und bauphysikalisch bestimmenden Angaben zur Konstruktion und Funktion sind
vom Unternehmer verantwortlich nachzuprüfen. Ebenso die Übereinstimmung der vom Planer angegebenen
Zwangsmaße. Sämtliche sonstigen Unstimmigkeiten sind der Bauleitung unverzüglich mitzuteilen.
Verlauf Tanktechnik- und Grundleitungen angepaßt nach Bestandsaufnahme vor Ort
Mat.
ÄNDERUNGEN/ERGÄNZUNGEN
GEZ.
BAUHERR + BETREIBER:
ARCHITEKT:
ARCHITEKTURBÜRO
ANDREAS HARTMANN
Plan view
Fuelling station
SHELL
motorway
service area
BESTANDSPLAN
TANKTECHNIK
GRUNDRISS
BAUHERR+BETREIBER:
ARCHITEKT:
Bremerhaven, den .......................
Hannover, den ............................
01.11.10 a
DATUM
GEZEICHNET :
DATUM :
MASS-STAB :
BLATT-GRÖSSE :
PLAN-NR:
Mat
20.10.2010
1 : 50
1400/841
655
g
f
e
d
c
b
NEUBAU EINES AUTOHOFES
Bremerhaven-Wulsdorf
Frederikshavner Strasse
In Zusammenarbeit mit
Shell Deutschland Oil GmbH
Suhrenkamp 71-77
22335 Hamburg
Walter-Gieseking-Str. 14
30159 Hannover
BLATT-NR :
INDEX:
BTT 2
a
FÜR DIESE ZEICHNUNG BEHALTEN WIR UNS ALLE RECHTE VOR !
SIE DARF NICHT VERVIELFÄLTIGT ODER DRITTEN ZUGÄNGLICH GEMACHT WERDEN !
Allplan 2008
SECON®-X Pipe systems for petrol stations
Notes
02.10.2013 – T – page 19
Subject to technical changes.
SEC
10 / 13 / 100 ex. / 84500019 / pictures by Key
Pipe systems for the future
District heating – Industry – Petrol stations – System packages
Your partner for pipe systems
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Industriestrasse 39
CH-5314 Kleindöttingen
phone +41 (0)56 268 78 78
fax
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[email protected]
www.pipesystems.com
BRUGG Rohrsysteme GmbH
Adolf-Oesterheld-Straße 31
D-31515 Wunstorf
phone +49 (0)5031 170-0
fax
+49 (0)5031 170-170
[email protected]
www.brugg.de
A company of the BRUGG Group
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