US1895747A - Pressure accumulator for gases and liquids - Google Patents

Pressure accumulator for gases and liquids Download PDF

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US1895747A
US1895747A US509209A US50920931A US1895747A US 1895747 A US1895747 A US 1895747A US 509209 A US509209 A US 509209A US 50920931 A US50920931 A US 50920931A US 1895747 A US1895747 A US 1895747A
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pressure
container
gases
tightening
containers
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US509209A
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Beldimano Alexander
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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C1/00—Pressure vessels, e.g. gas cylinder, gas tank, replaceable cartridge
    • F17C1/02—Pressure vessels, e.g. gas cylinder, gas tank, replaceable cartridge involving reinforcing arrangements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J3/00—Processes of utilising sub-atmospheric or super-atmospheric pressure to effect chemical or physical change of matter; Apparatus therefor
    • B01J3/04—Pressure vessels, e.g. autoclaves
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/04—Watertight packings for use under hydraulic pressure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01—Shape
    • F17C2201/0104—Shape cylindrical
    • F17C2201/0119—Shape cylindrical with flat end-piece
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01—Shape
    • F17C2201/0147—Shape complex
    • F17C2201/0157—Polygonal
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/05—Size
    • F17C2201/052—Size large (>1000 m3)
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/03—Thermal insulations
    • F17C2203/0362—Thermal insulations by liquid means
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0602—Wall structures; Special features thereof
    • F17C2203/0612—Wall structures
    • F17C2203/0626—Multiple walls
    • F17C2203/0631—Three or more walls
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0634—Materials for walls or layers thereof
    • F17C2203/0636—Metals
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0634—Materials for walls or layers thereof
    • F17C2203/0678—Concrete
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
    • F17C2223/0107—Single phase
    • F17C2223/0123—Single phase gaseous, e.g. CNG, GNC
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/03—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the pressure level
    • F17C2223/035—High pressure (>10 bar)
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00—Applications
    • F17C2270/01—Applications for fluid transport or storage
    • F17C2270/0142—Applications for fluid transport or storage placed underground
    • F17C2270/0144—Type of cavity
    • F17C2270/0147—Type of cavity by burying vessels
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00—Applications
    • F17C2270/01—Applications for fluid transport or storage
    • F17C2270/0142—Applications for fluid transport or storage placed underground
    • F17C2270/0144—Type of cavity
    • F17C2270/0149—Type of cavity by digging cavities
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00—Applications
    • F17C2270/01—Applications for fluid transport or storage
    • F17C2270/0142—Applications for fluid transport or storage placed underground
    • F17C2270/0157—Location of cavity
    • F17C2270/016—Location of cavity onshore

Definitions

  • My invention relates to pressure accumulators for gases or liquids.
  • pressure accumulators which consist of an external pressure-resisting container and an internal container which need be gasor liquid-tight only, and
  • My invention has therefore for its object to so improve pressure accumula tors of the above type that all conditions can be met.
  • This object is attained primarily by a plurality of nested internal containers being provided, made from metal, concrete or the like, the intermediate spaces existing between the largest thereof and the outer pressure-resisting container being filled with a viscous tightening substance which acts as the agents to be stored and to the height of the pressure to be taken up,- the tightening substances inserted between the individual containers may possess different viscosity.
  • the strengthening of the external container can be replaced by rock pressure.
  • ' Figure2 is a similar section of another embodiment.
  • i Figure, 3 shows the "third embodiment, while i V Figure 4 illustrates the arrangement ot new pressure container in a rocky country.
  • the pressure accumulator is composed for example of seVQ eral spacedly nested internal containers b 5 which are disposed within an external 7 l y The latter. may be strengthened for example bytie bolts 6 situated in three planes and secured by nuts,
  • V I .Ifurther proposeto have the internal con-f ta-iners bf," b? themselves entirely, dispensed with, by applying to the inner surface of the outer container 1;, first a layer a of viscous tightening material and so preparing the surface thereof by a proper painting, a metal" ooating or infanyother suitable manner,.that so to speak a container 6 is produced to which viscous tightening material 0 is then applied, the surface of which is likewise to be treated in the described manner, whereby" the internal container b is formed.
  • a great number of layers can be formed which together afford a very satisfactory "tightening elfect, the pressure being again taken up by the external container 'a. tion of a painting or 1n any other manner,
  • the containers may be strengthened also by tie rods '7 the ends of which carry-wood thread hand which are likewise situated'in three planes.
  • the shell wall if'the container has cylindrical shape, is so r'e-inforced I by metal rings or wire coils n that it iscapable to resist to the radially acting pressure.
  • the strengthening of the external containeror the container itself may be dispensed with, as illustrated in Figure 4.
  • This operation may be; repeated until the desired internal structure is attained which then again comprises several containers with intermediate tightening layers.
  • a pressureaccumulator for gases or liq- I uids consisting of a plurality of 'spacedly ,nested' internal containers andvan external pressure-resist ng container, the spaces be- 'Ifent viscosthelargest thereof and the external container being filled with viscous pressure-transmitting tightening materiahthe whole assembly adapted to be embedded in rocky ground whereby the rock structure takes up the pres sure exerted upon the external container.
  • a pressure accumulator for gases comprising an external pressure resisting con- L- ta1ner and a plurallty 10f spacedlynested in-

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

Jan. 31, 1933. I A. BELDIMANO 1,895,747
PRESSURE ACCUMULATOR FOR GASES AND LIQUIDS Filed Jan. 16 1931 concrete or the like.
Patented Jan. 31, 1933 UNITED STATES ALEXANDER BELDIMANO, or BERLIiI-CHARL TTENB RG, GERMANY ranssuan ACGUMULATOR non. easns :AND mews Application filed January 16, 1931, SeriaLNo. 509,209, and in Germany ctob'er 22, 1930.
My invention relates to pressure accumulators for gases or liquids.
' The pressure accumulators of the type described in the patent application Serial No.
" 371,948, Patent No. 1,817 ,226, August 4, 1981,
have proved satisfactory under normal conditions'; that means pressure accumulators which consist of an external pressure-resisting container and an internal container which need be gasor liquid-tight only, and
which transmits the pressure to the external container through the intermediary of a viscous tightening substance. Now, frequently speclal requirements have to be met, how-.
ever, by these accumulators as to the height of the pressure and to the gases or liquids to be stored up therein, which requirements can not be completely complied with by this construction. My invention has therefore for its object to so improve pressure accumula tors of the above type that all conditions can be met. This object is attained primarily by a plurality of nested internal containers being provided, made from metal, concrete or the like, the intermediate spaces existing between the largest thereof and the outer pressure-resisting container being filled with a viscous tightening substance which acts as the agents to be stored and to the height of the pressure to be taken up,- the tightening substances inserted between the individual containers may possess different viscosity. It is further possible to dispense with the proper internal containers and to cover the inner surface of the external container successively with several layers of the tightening substance, the external film of each layer after applicationbeing prepared in such a manner by a suitable treatment, such as applicathat the layer forms, so to speak, an internal container which acts exactly in the same man ner as a normal container made from metal,
Under suitable geological conditions the strengthening of the external container can be replaced by rock pressure.
In order that my invention may be more 350 readily understood, several embodiments of pressure-resisting container a.
pressure-transmitting means. According to the same areillustrated by way of example in the accompanying drawing, in which Figure 1 is a horizontal section through a pressure accumulator" forming the first embodiment'of my invention.
'Figure2 is a similar section of another embodiment. i Figure, 3 shows the "third embodiment, while i V Figure 4 illustrates the arrangement ot new pressure container in a rocky country. Asto be seen from Figure 1, the pressure accumulator is composed for example of seVQ eral spacedly nested internal containers b 5 which are disposed within an external 7 l y The latter. may be strengthened for example bytie bolts 6 situated in three planes and secured by nuts,
g. )The spaces'existing betweenthe contain ersbfi bfland a are filled with viscous tightening-Inaterial denoted by 0 and 0 which 'materials' maypossess difierent viscosity; to
meet all requirements. V I .Ifurther proposeto have the internal con-f ta-iners bf," b? themselves entirely, dispensed with, by applying to the inner surface of the outer container 1;, first a layer a of viscous tightening material and so preparing the surface thereof by a proper painting, a metal" ooating or infanyother suitable manner,.that so to speak a container 6 is produced to which viscous tightening material 0 is then applied, the surface of which is likewise to be treated in the described manner, whereby" the internal container b is formed. In this .way a great number of layers can be formed which together afford a very satisfactory "tightening elfect, the pressure being again taken up by the external container 'a. tion of a painting or 1n any other manner,
As tob'e seen from-Figure 2, the containers may be strengthened also by tie rods '7 the ends of which carry-wood thread hand which are likewise situated'in three planes. Finalwith nuts 9, while the shell wall, if'the container has cylindrical shape, is so r'e-inforced I by metal rings or wire coils n that it iscapable to resist to the radially acting pressure. In rocky countries the strengthening of the external containeror the container itself may be dispensed with, as illustrated in Figure 4.
5 Here the rock a itself forms, so to speak, the
' externalcontainer in which'one or more inner containers 6 b are embedded, with suitable tightening substances 0 between them. It is particularly inthisembodiment of my improved pressure accumulator that the above described method can be employed with particular advantage, because it may be difficult to build inthe internal containers.
Therefore, after the proper cavity has been .ed with a viscous material the surface of which is then preparedbya suitable painting, metal coatingor the like, whereupon the in the rock, the walls thereof are coatternal containers, layers of viscous'pressure transmitting tightening material intermedi next. tightening layer is applied thereto. 7 4
This operation may be; repeated until the desired internal structure is attained which then again comprises several containers with intermediate tightening layers.
' inner structure depends upon the prevailing geographical and geological,,conditions; 'modifications of different kind may therefore be. provided if required without deviating from the scope of my invention.
"What I claim as my invention is I 1. A pressure accumulator for gases or liq- 'uids consisting of a plurality of spacedly As isreadily understood, the design of the nestedinternal' containers and an external pressure-resisting container, the spaces bec3 ftween-these internal containers and between the largest thereof and the externalcontainer beingfilled with viscous pressure-transmit ting tightening material of difl '2. A pressureaccumulator for gases or liq- I uids consisting of a plurality of 'spacedly ,nested' internal containers andvan external pressure-resist ng container, the spaces be- 'Ifent viscosthelargest thereof and the external container being filled with viscous pressure-transmitting tightening materiahthe whole assembly adapted to be embedded in rocky ground whereby the rock structure takes up the pres sure exerted upon the external container.
3. A'pressure accumulator for gases or liquids consisting of a plurality of spacedly tween these internal containers and between nested internalcontainers and an external 1 v pressure-resisting container, the spaces be. 7 tween these nternal containers and between the largest thereof and the externalcontainher being filled withlviscous p-ressure trans- =mitting tighteningmaterial, said inner containers consisting of hardened coatings formed on the successive surfaces of the lay- 'ers of tightening material tomaintain said layers in place. c
4. A pressure accumulator; for gases comprising an external pressure resisting con- L- ta1ner and a plurallty 10f spacedlynested in-
US509209A 1930-10-23 1931-01-16 Pressure accumulator for gases and liquids Expired - Lifetime US1895747A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2852141A (en) * 1955-10-27 1958-09-16 Washex Machinery Corp Filter apparatus
US3355357A (en) * 1964-06-17 1967-11-28 Atomic Energy Authority Uk Prestressed concrete pressure vessels for use in nuclear installations
US3633328A (en) * 1968-10-17 1972-01-11 Preload Co Inc Pressurized storage tank
US3883031A (en) * 1974-04-19 1975-05-13 Caterpillar Tractor Co Hydraulic tank with wall stressing means
US20140326738A1 (en) * 2011-10-21 2014-11-06 Daimler Ag Compressed gas tank and method for producing same

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE827657C (en) * 1950-11-05 1952-01-10 Jur Max Wolf Dr Ing Dr High pressure tank
DE884049C (en) * 1951-08-29 1953-07-23 Elastonwerk Bayern G M B H Double-walled vessel
US6398057B1 (en) * 1998-01-28 2002-06-04 Xerxes Corporation Triple walled underground storage tank

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2852141A (en) * 1955-10-27 1958-09-16 Washex Machinery Corp Filter apparatus
US3355357A (en) * 1964-06-17 1967-11-28 Atomic Energy Authority Uk Prestressed concrete pressure vessels for use in nuclear installations
US3633328A (en) * 1968-10-17 1972-01-11 Preload Co Inc Pressurized storage tank
US3883031A (en) * 1974-04-19 1975-05-13 Caterpillar Tractor Co Hydraulic tank with wall stressing means
US20140326738A1 (en) * 2011-10-21 2014-11-06 Daimler Ag Compressed gas tank and method for producing same
US9683699B2 (en) * 2011-10-21 2017-06-20 Daimler Ag Compressed gas tank and method for producing same

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CH148472A (en) 1931-07-31
DE543209C (en) 1932-02-03

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