Pressurizer tank upper support
Patent
·
OSTI ID:869124
- O'Hara Township, Allegheny County, PA
- Kiski Township, Armstrong County, PA
A pressurizer tank in a pressurized water nuclear reactor is mounted between structural walls of the reactor on a substructure of the reactor, the tank extending upwardly from the substructure. For bearing lateral loads such as seismic shocks, a girder substantially encircles the pressurizer tank at a space above the substructure and is coupled to the structural walls via opposed sway struts. Each sway strut is attached at one end to the girder and at an opposite end to one of the structural walls, and the sway struts are oriented substantially horizontally in pairs aligned substantially along tangents to the wall of the circular tank. Preferably, eight sway struts attach to the girder at 90.degree. intervals. A compartment encloses the pressurizer tank and forms the structural wall. The sway struts attach to corners of the compartment for maximum stiffness and load bearing capacity. A valve support frame carrying the relief/discharge piping and valves of an automatic depressurization arrangement is fixed to the girder, whereby lateral loads on the relief/discharge piping are coupled directly to the compartment rather than through any portion of the pressurizer tank. Thermal insulation for the valve support frame prevents thermal loading of the piping and valves. The girder is shimmed to define a gap for reducing thermal transfer, and the girder is free to move vertically relative to the compartment walls, for accommodating dimensional variation of the pressurizer tank with changes in temperature and pressure.
- Research Organization:
- Westinghouse Electric Corp
- DOE Contract Number:
- AC03-90SF18495
- Assignee:
- Westinghouse Electric Corp. (Pittsburgh, PA)
- Patent Number(s):
- US 5278880
- OSTI ID:
- 869124
- Country of Publication:
- United States
- Language:
- English
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Related Subjects
/376/
90
accommodating
aligned
arrangement
attach
attached
automatic
bearing
capacity
carrying
changes
circular
compartment
corners
coupled
coupled directly
define
degree
depressurization
dimensional
directly
discharge
eight
encircles
encloses
extending
extending upwardly
fixed
forms
frame
free
gap
girder
horizontally
insulation
intervals
lateral
lateral loads
load
load bearing
loading
loads
maximum
mounted
move
nuclear
nuclear reactor
opposed
opposite
oriented
oriented substantially
pairs
piping
portion
preferably
pressure
pressurized
pressurized water
pressurizer
pressurizer tank
prevents
reactor
reducing
relative
relief
seismic
seismic shock
shimmed
shocks
space
stiffness
structural
structural wall
structural walls
strut
struts
struts attach
substantially
substantially horizontal
substructure
support
support frame
sway
tangents
tank
temperature
thermal
thermal insulation
thermal load
thermal loading
thermal transfer
transfer
upper
upwardly
valve
valves
variation
vertically
via
wall
walls
water
water nuclear
whereby
90
accommodating
aligned
arrangement
attach
attached
automatic
bearing
capacity
carrying
changes
circular
compartment
corners
coupled
coupled directly
define
degree
depressurization
dimensional
directly
discharge
eight
encircles
encloses
extending
extending upwardly
fixed
forms
frame
free
gap
girder
horizontally
insulation
intervals
lateral
lateral loads
load
load bearing
loading
loads
maximum
mounted
move
nuclear
nuclear reactor
opposed
opposite
oriented
oriented substantially
pairs
piping
portion
preferably
pressure
pressurized
pressurized water
pressurizer
pressurizer tank
prevents
reactor
reducing
relative
relief
seismic
seismic shock
shimmed
shocks
space
stiffness
structural
structural wall
structural walls
strut
struts
struts attach
substantially
substantially horizontal
substructure
support
support frame
sway
tangents
tank
temperature
thermal
thermal insulation
thermal load
thermal loading
thermal transfer
transfer
upper
upwardly
valve
valves
variation
vertically
via
wall
walls
water
water nuclear
whereby