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US3260020A - Concentric chambered prestressed unit - Google Patents

Concentric chambered prestressed unit Download PDF

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Publication number
US3260020A
US3260020A US282784A US28278463A US3260020A US 3260020 A US3260020 A US 3260020A US 282784 A US282784 A US 282784A US 28278463 A US28278463 A US 28278463A US 3260020 A US3260020 A US 3260020A
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United States
Prior art keywords
cavity
inner chamber
concrete
chamber
prestressed
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Expired - Lifetime
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US282784A
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Patin Pierre
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CIE D INGENIEURS ET TECHNICIEN
D'INGENIEURS ET TECHNICIENS D'ETUDES Cie
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CIE D INGENIEURS ET TECHNICIEN
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02—Containers for fluids or gases; Supports therefor
    • E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
    • E04H7/20—Prestressed constructions
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00—Methods or machines specially adapted for the production of tubular articles
    • B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
    • B28B21/60—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G2021/127—Circular prestressing of, e.g. columns, tanks, domes

Definitions

  • FIG. '1
  • the invention also relates to the method of producing such units.
  • Conventional prestressing processes generally comprise tensioning the reinforcements by traction at their ends, or stretching such reinforcements through the agency of jacks disposed at intervals between their ends and acting perpendicularly to the reinforcements.
  • An object of this invention is to eliminate these drawbacks and enable the prestressing to be perfectly distributed in a single operation.
  • the invention provides a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements surrounding the chamber and spaced therefrom, means connected with the reinforcements for defining a fluid tight cavity substantially surrounding the inner chamber, and a product under pressure in the cavity.
  • the invention also provides a method of producing a prestressed unit, which comprises erecting a substantially closed concrete inner chamber, disposing a plurality of metal reinforcements around the chamber and spaced therefrom to define a cavity substantially surrounding the inner chamber, sealing the cavity and injecting a fluid under pressure into the fluid tight cavity.
  • FIGURE 1 is a section of a substantially closed prestressed concrete unit in accordance with the invention.
  • FIGURE 2 is a section showing an alternative embodiment of the invention.
  • the prestressed concrete unit shown in FIGURE 1 consists essentially of two parts, the concrete inner chamber 1 and a covering formed essentially by a network of stretchable steel reinforcements 3 and 4, said reinforcements being embedded in a thickness of concrete 2 which encloses a cavity 5 surrounding the inner chamber 1.
  • Such network of reinforcements could also be outside the thickness of concrete 2.
  • the inner chamber 1 and the outer covering 2 are separated by the continuous cavity 5, the thickness of the latter being substantially constant and small.
  • Said cavity 5 is connected :to a device 6 adapted to inject a fluid into the cavity and maintain it at a given pressure p; such fluid may be an ordinary liquid or a setting liquid such, for example, as a cement-based injection slurry, or a polymerisable resin, a molten metal, or any other substance according to the conditions to be satisfied.
  • the pressure p can be kept constant through the agency of a pump controlled by a manometer, or alternatively if a suitable fluid is used-the unit can be maintained in a certain state of stress by causing the injected liquid to set. Shortly after the application of pressure a creep effect occurs in the concrete andv occasionally in the steel, depending upon the stressing applied, and this effect partially cancels out the prestressing. It would therefore be advantageous generally to carry out the pre-stressing in two stages; a first stage during which the pressure is kept constant in the fluid filling the intermediate cavity 5 and during which the majority of the creep effect will occur, and a second stage during which the prestressing liquid is modified or replaced for setting, thus enabling the stresses to be determined exactly both in the inner chamber and in the tensioned elements.
  • Known devices for example, re-injectable valves, will enable the prestressing to be re-established by injection if desired.
  • the steel used for the prestressing may be in the conventional form of hard steel wires, but may also be more simply in the form of mild or semi-mild steel as is generally used in reinforced concrete, and if these steel elements are embedded in the thickness 2 of concrete, the continuity of the tension between the steel elements can be ensured as in the case of reinforced concrete simply by adhesion and overlapping, which is not possible when pre-stressing cables or wires are used.
  • the cavity 5 must be tightly sealed and to this end said cavity will advantageously be made by metal sheets forming the outer surface ofthe inner chamber and the inner surface of the thickness 2, wedges being disposed between the two surfaces to maintain spacing.
  • the prestressed chamber 1 may have one or more apertures as shown in FIGURE 1.
  • the inner chamber 1 has a mouth 7 forming an aperture 8 opening through the thickness 2, and the cavity 5 is sealed by a gasket 9 of metal for example.
  • FIGURE 2 shows an intermediate chamber 10 disposed between the inner chamber 11 and the thickness of the reinforced concrete 12.
  • Such an arrangement may prevent some stresses being transmitted from one chamber to the other, particularly if the prestressing in the intermediate cavity 13 is produced by means of a fluid under a constant pressure; abnormal forces occurring inside the inner chamber (abrupt variation in temperature or pressure) have no repercussions on the outer chambers.
  • the cavity 13 may also be used for the circulation of a cooling fluid thermally insulating the covering 12 from the chamber 11.
  • a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements surrounding the chamber and spaced therefrom, a concrete shell covering said reinforcements and defining a cavity around the inner chamber, a fluid tight layer engaging said shell in the cavity and a product under permanent pressure in the cavity.
  • a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in an outer concrete shell surrounding the chamber and space-d therefrom to define a cavity around the chamber, a fluid tight layer engaging said concrete shell in the cavity and a product under permanent pressure in the cavity.
  • a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in a concrete shell surrounding the charm her and spaced therefrom to define a cavity around the chamber, a sheet metal surface in contact with the concrete shell in the cavity and a product under permanent pressure in the cavity.
  • a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in a concrete shell surrounding the chamber and spaced therefrom, and defining a cavity around the inner chamber, a fluid tight layer engaging said shell in the cavity at least one intermediate concentric chamber containing said inner chamber and within said shell to define a plurality of cavities around the inner chamber, and a product under permanent pressure in at least one of the concentric cavities.
  • a method of producing a prestressed unit which comprises erecting a substantially closed concrete inner chamber, disposing a plurality of metal reinforcements in a concrete shell around the chamber and spaced therefrom to define a cavity substantially surrounding the inner chamber, mounting a fluid tight layer in the cavity engaging the shell, sealing the cavity and injecting a fluid under permanent pressure into the cavity.
  • FRANK L. ABBOTT Primary Examiner.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Laminated Bodies (AREA)

Description

FIG. '1
F IG 2 P. PATlN CONCENTRIC CHAMBERED PRESTRESSED UNIT Filed May 23. 1963 July 12, 1966 United States Patent 3,260,020 CONCENIRIC CHAIIE INBERED PRESI'RESSED This invention relates to prestressed units either closed or formed with small apertures, such units forming, for example, caissons, containers, or tanks.
The invention also relates to the method of producing such units.
Conventional prestressing processes generally comprise tensioning the reinforcements by traction at their ends, or stretching such reinforcements through the agency of jacks disposed at intervals between their ends and acting perpendicularly to the reinforcements.
With such processes said elements are tensioned either individuallythe elements being tensioned consecutively-or by separate zones. These processes are slow, require extensive equipment, and during prestressing they introduce compression variations and hence considerable shearing in the concrete, so that numerous precautions are required for the performance of the operations.
An object of this invention is to eliminate these drawbacks and enable the prestressing to be perfectly distributed in a single operation.
The invention provides a prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements surrounding the chamber and spaced therefrom, means connected with the reinforcements for defining a fluid tight cavity substantially surrounding the inner chamber, and a product under pressure in the cavity.
The invention also provides a method of producing a prestressed unit, which comprises erecting a substantially closed concrete inner chamber, disposing a plurality of metal reinforcements around the chamber and spaced therefrom to define a cavity substantially surrounding the inner chamber, sealing the cavity and injecting a fluid under pressure into the fluid tight cavity.
The invention will now be described with reference to examples of embodiments illustrated by way of example in the accompanying drawings of which:
FIGURE 1 is a section of a substantially closed prestressed concrete unit in accordance with the invention;
FIGURE 2 is a section showing an alternative embodiment of the invention.
The prestressed concrete unit shown in FIGURE 1 consists essentially of two parts, the concrete inner chamber 1 and a covering formed essentially by a network of stretchable steel reinforcements 3 and 4, said reinforcements being embedded in a thickness of concrete 2 which encloses a cavity 5 surrounding the inner chamber 1.
Such network of reinforcements could also be outside the thickness of concrete 2.
The inner chamber 1 and the outer covering 2 are separated by the continuous cavity 5, the thickness of the latter being substantially constant and small. Said cavity 5 is connected :to a device 6 adapted to inject a fluid into the cavity and maintain it at a given pressure p; such fluid may be an ordinary liquid or a setting liquid such, for example, as a cement-based injection slurry, or a polymerisable resin, a molten metal, or any other substance according to the conditions to be satisfied.
The injection of this pressure fluid into the intermediate cavity 5 compresses the inner chamber 1 and the network of reinforcements 3 and 4 is stretched. The concrete of the inner chamber can thus be prestressed and the rods or cables embedded in the outer thickness 2 or surrounding the latter can be stressed by the selection of an appropriate value for the injection pressure p.
The pressure p can be kept constant through the agency of a pump controlled by a manometer, or alternatively if a suitable fluid is used-the unit can be maintained in a certain state of stress by causing the injected liquid to set. Shortly after the application of pressure a creep effect occurs in the concrete andv occasionally in the steel, depending upon the stressing applied, and this effect partially cancels out the prestressing. It would therefore be advantageous generally to carry out the pre-stressing in two stages; a first stage during which the pressure is kept constant in the fluid filling the intermediate cavity 5 and during which the majority of the creep effect will occur, and a second stage during which the prestressing liquid is modified or replaced for setting, thus enabling the stresses to be determined exactly both in the inner chamber and in the tensioned elements. Known devices, for example, re-injectable valves, will enable the prestressing to be re-established by injection if desired.
The steel used for the prestressing may be in the conventional form of hard steel wires, but may also be more simply in the form of mild or semi-mild steel as is generally used in reinforced concrete, and if these steel elements are embedded in the thickness 2 of concrete, the continuity of the tension between the steel elements can be ensured as in the case of reinforced concrete simply by adhesion and overlapping, which is not possible when pre-stressing cables or wires are used.
If a liquid under pressure is used to produce prestressing for a relatively long period, the cavity 5 must be tightly sealed and to this end said cavity will advantageously be made by metal sheets forming the outer surface ofthe inner chamber and the inner surface of the thickness 2, wedges being disposed between the two surfaces to maintain spacing.
The prestressed chamber 1 may have one or more apertures as shown in FIGURE 1.
The inner chamber 1 has a mouth 7 forming an aperture 8 opening through the thickness 2, and the cavity 5 is sealed by a gasket 9 of metal for example.
In some cases it may be advantageous to separate the inner space into two or more intermediate chambers, and this gives a number of intermediate cavities in which the pressures may be different or equal; an arrangement of this kind is shown in FIGURE 2, which shows an intermediate chamber 10 disposed between the inner chamber 11 and the thickness of the reinforced concrete 12.
Such an arrangement may prevent some stresses being transmitted from one chamber to the other, particularly if the prestressing in the intermediate cavity 13 is produced by means of a fluid under a constant pressure; abnormal forces occurring inside the inner chamber (abrupt variation in temperature or pressure) have no repercussions on the outer chambers. The cavity 13 may also be used for the circulation of a cooling fluid thermally insulating the covering 12 from the chamber 11.
The invention is naturally not limited to the above details of embodiment, which may be modified without departing from the scope of the invention.
What is claimed is:
1. A prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements surrounding the chamber and spaced therefrom, a concrete shell covering said reinforcements and defining a cavity around the inner chamber, a fluid tight layer engaging said shell in the cavity and a product under permanent pressure in the cavity.
2. A prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in an outer concrete shell surrounding the chamber and space-d therefrom to define a cavity around the chamber, a fluid tight layer engaging said concrete shell in the cavity and a product under permanent pressure in the cavity.
3. A prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in a concrete shell surrounding the charm her and spaced therefrom to define a cavity around the chamber, a sheet metal surface in contact with the concrete shell in the cavity and a product under permanent pressure in the cavity.
4. A prestressed unit comprising a substantially closed concrete inner chamber, a plurality of metal reinforcements embedded in a concrete shell surrounding the chamber and spaced therefrom, and defining a cavity around the inner chamber, a fluid tight layer engaging said shell in the cavity at least one intermediate concentric chamber containing said inner chamber and within said shell to define a plurality of cavities around the inner chamber, and a product under permanent pressure in at least one of the concentric cavities.
5. A method of producing a prestressed unit, which comprises erecting a substantially closed concrete inner chamber, disposing a plurality of metal reinforcements in a concrete shell around the chamber and spaced therefrom to define a cavity substantially surrounding the inner chamber, mounting a fluid tight layer in the cavity engaging the shell, sealing the cavity and injecting a fluid under permanent pressure into the cavity.
References Cited by the Examiner UNITED STATES PATENTS 1,965,748 7/1934 Mitchell 138153 X 2,226,201 12/1940 Freyssinet 52-122 2,507,778 5/1950 Frey 2203 2,579,801 12/1951 Crom et a1. 264271 2,634,194 4/1953 Nebeck 52269 X 3,002,534 10/1961 Noland 138-174 X 3,056,183 lO/1962 Pigeot 138176 3,107,158 10/1963 Ahlberg 264228 FOREIGN PATENTS 1,208,027 9/ 1959 France.
FRANK L. ABBOTT, Primary Examiner.
JACOB L. NACKENOFF, Examiner.
25 M. O. WARNECKE, Assistant Examiner.

Claims (1)

1. A PRESTRESSED UNIT COMPRISING A SUBSTANTIALLY CLOSED CONCRETE INNER CHAMBER, A PLURALITY OF METAL REINFORCEMENTS SURROUNDING THE CHAMBER AND SPACED THEREFROM, A CONCRETE SHELL COVERING SAID REINFORCEMENTS AND DEFINING A CAVITY AROUND THE INNER CHAMBER, A FLUID TIGHT LAYER
US282784A 1962-05-24 1963-05-23 Concentric chambered prestressed unit Expired - Lifetime US3260020A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR898690A FR1344260A (en) 1962-05-24 1962-05-24 Prestressed enclosures, and method of manufacturing such enclosures

Publications (1)

Publication Number Publication Date
US3260020A true US3260020A (en) 1966-07-12

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US282784A Expired - Lifetime US3260020A (en) 1962-05-24 1963-05-23 Concentric chambered prestressed unit

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CH (1) CH392036A (en)
DE (1) DE1293441B (en)
FR (1) FR1344260A (en)
GB (1) GB1022592A (en)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3334162A (en) * 1963-08-23 1967-08-01 Lauffer Harald Process and apparatus for lining pressure galleries
US3334880A (en) * 1964-01-29 1967-08-08 Yawata Iron & Steel Co Hot stove having a spherical top
US3390211A (en) * 1963-03-02 1968-06-25 Siemens Ag Method for manufacturing concrete pressure vessels
US3443631A (en) * 1963-09-19 1969-05-13 Beteiligungs & Patentverw Gmbh High-pressure container
US3454080A (en) * 1965-05-07 1969-07-08 Sulzer Ag Concrete pressure vessel and method of constructing same
US3489309A (en) * 1966-12-13 1970-01-13 Foster Wheeler Corp Pressure vessels
US3589088A (en) * 1968-01-16 1971-06-29 Dyckerhoff & Widmann Ag Pressure container of prestressed concrete
US3640032A (en) * 1968-07-17 1972-02-08 Rolls Royce Pressure vessels
US3713968A (en) * 1968-10-03 1973-01-30 Stone & Webster Eng Corp Composite pressure supression containment structure for nuclear power reactors
US3758940A (en) * 1963-11-25 1973-09-18 Segans Method of producing composite concrete - steel pipes and joints and pipe and joint obtained by means of said method
US3880195A (en) * 1973-03-13 1975-04-29 Texas Eastern Trans Corp Composite pipeline prestressed construction
US4691488A (en) * 1981-08-11 1987-09-08 Oy Wartsila Ab Method for producing a concrete-filled steel body for suppressing vibrations
US4702052A (en) * 1986-10-20 1987-10-27 T. Y. Lin International Prestressed concrete pressure vessel and method for making such a vessel
US4771530A (en) * 1987-04-08 1988-09-20 General Atomics Application of inwardly directed prestressing pressure to concrete members
US4936006A (en) * 1989-03-01 1990-06-26 General Atomics Method of making prestressed concrete articles
US4971269A (en) * 1987-03-16 1990-11-20 Manabu Koda Protection for spacecraft
US5065795A (en) * 1989-03-01 1991-11-19 General Atomics Prestressed concrete articles
US20140331580A1 (en) * 2013-05-13 2014-11-13 Hawkeye Concrete Products Co. Post-tensioning concrete pipe wrap
CN108253202A (en) * 2016-12-28 2018-07-06 北京市水利规划设计研究院 Pipeline and preparation method thereof

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1965748A (en) * 1933-02-04 1934-07-10 Robert W Mitchell Composite pipe and method of making same
US2226201A (en) * 1938-08-01 1940-12-24 Freyssinet Eugene Jack apparatus
US2507778A (en) * 1945-11-27 1950-05-16 Phillips Petroleum Co Pressure vessel
US2579801A (en) * 1949-02-10 1951-12-25 Crom John Maurice Concrete pipe mold
US2634194A (en) * 1951-10-31 1953-04-07 Universal Oil Prod Co Lined reactor
FR1208027A (en) * 1958-12-02 1960-02-19 Hume Pipe Company South Africa Improvements to reinforced concrete articles
US3002534A (en) * 1956-10-29 1961-10-03 Reinhold Engineering & Plastic Reinforced thermoplastics
US3056183A (en) * 1958-12-17 1962-10-02 Entpr S Campenon Bernard Process for the production of lined prestressed concrete hollow bodies
US3107158A (en) * 1960-02-24 1963-10-15 Svenska Entreprenad Aktiebolag Method for the manufacture of pipes of concrete having prestressed longitudinal and annular reinforcements

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1034894A (en) * 1951-03-30 1953-08-05 Shrink-wrapped hollow bodies and their manufacturing process
DE925493C (en) * 1951-10-04 1955-03-24 Eugene Freyssinet Process for the production of a buried container from prestressed concrete, in particular for the storage of hydrocarbons, and individual parts for the implementation of the process
DE916035C (en) * 1952-01-17 1954-08-02 Dyckerhoff & Widmann Ag Method for producing hollow bodies, in particular pressure pipes, from prestressed concrete

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1965748A (en) * 1933-02-04 1934-07-10 Robert W Mitchell Composite pipe and method of making same
US2226201A (en) * 1938-08-01 1940-12-24 Freyssinet Eugene Jack apparatus
US2507778A (en) * 1945-11-27 1950-05-16 Phillips Petroleum Co Pressure vessel
US2579801A (en) * 1949-02-10 1951-12-25 Crom John Maurice Concrete pipe mold
US2634194A (en) * 1951-10-31 1953-04-07 Universal Oil Prod Co Lined reactor
US3002534A (en) * 1956-10-29 1961-10-03 Reinhold Engineering & Plastic Reinforced thermoplastics
FR1208027A (en) * 1958-12-02 1960-02-19 Hume Pipe Company South Africa Improvements to reinforced concrete articles
US3056183A (en) * 1958-12-17 1962-10-02 Entpr S Campenon Bernard Process for the production of lined prestressed concrete hollow bodies
US3107158A (en) * 1960-02-24 1963-10-15 Svenska Entreprenad Aktiebolag Method for the manufacture of pipes of concrete having prestressed longitudinal and annular reinforcements

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3390211A (en) * 1963-03-02 1968-06-25 Siemens Ag Method for manufacturing concrete pressure vessels
US3334162A (en) * 1963-08-23 1967-08-01 Lauffer Harald Process and apparatus for lining pressure galleries
US3443631A (en) * 1963-09-19 1969-05-13 Beteiligungs & Patentverw Gmbh High-pressure container
US3758940A (en) * 1963-11-25 1973-09-18 Segans Method of producing composite concrete - steel pipes and joints and pipe and joint obtained by means of said method
US3334880A (en) * 1964-01-29 1967-08-08 Yawata Iron & Steel Co Hot stove having a spherical top
US3454080A (en) * 1965-05-07 1969-07-08 Sulzer Ag Concrete pressure vessel and method of constructing same
US3489309A (en) * 1966-12-13 1970-01-13 Foster Wheeler Corp Pressure vessels
US3589088A (en) * 1968-01-16 1971-06-29 Dyckerhoff & Widmann Ag Pressure container of prestressed concrete
US3640032A (en) * 1968-07-17 1972-02-08 Rolls Royce Pressure vessels
US3713968A (en) * 1968-10-03 1973-01-30 Stone & Webster Eng Corp Composite pressure supression containment structure for nuclear power reactors
US3880195A (en) * 1973-03-13 1975-04-29 Texas Eastern Trans Corp Composite pipeline prestressed construction
US4691488A (en) * 1981-08-11 1987-09-08 Oy Wartsila Ab Method for producing a concrete-filled steel body for suppressing vibrations
US4702052A (en) * 1986-10-20 1987-10-27 T. Y. Lin International Prestressed concrete pressure vessel and method for making such a vessel
US4971269A (en) * 1987-03-16 1990-11-20 Manabu Koda Protection for spacecraft
US4771530A (en) * 1987-04-08 1988-09-20 General Atomics Application of inwardly directed prestressing pressure to concrete members
WO1988007934A1 (en) * 1987-04-08 1988-10-20 General Atomics Prestressed concrete articles and methods for manufacturing such articles
US4936006A (en) * 1989-03-01 1990-06-26 General Atomics Method of making prestressed concrete articles
US5065795A (en) * 1989-03-01 1991-11-19 General Atomics Prestressed concrete articles
US20140331580A1 (en) * 2013-05-13 2014-11-13 Hawkeye Concrete Products Co. Post-tensioning concrete pipe wrap
US9574349B2 (en) * 2013-05-13 2017-02-21 Hawkeye Pedershaab Concrete Technologies, Inc. Post-tensioning concrete pipe wrap
CN108253202A (en) * 2016-12-28 2018-07-06 北京市水利规划设计研究院 Pipeline and preparation method thereof

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Publication number Publication date
FR1344260A (en) 1963-11-29
CH392036A (en) 1965-05-15
GB1022592A (en) 1966-03-16
DE1293441B (en) 1969-04-24

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