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ES294386A1 - Method of constructing a hyperbolic concrete shell for a water-cooling tower - Google Patents

Method of constructing a hyperbolic concrete shell for a water-cooling tower

Info

Publication number
ES294386A1
ES294386A1 ES0294386A ES294386A ES294386A1 ES 294386 A1 ES294386 A1 ES 294386A1 ES 0294386 A ES0294386 A ES 0294386A ES 294386 A ES294386 A ES 294386A ES 294386 A1 ES294386 A1 ES 294386A1
Authority
ES
Spain
Prior art keywords
network
cement
cables
tower
cooling tower
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
ES0294386A
Other languages
Spanish (es)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of ES294386A1 publication Critical patent/ES294386A1/en
Expired legal-status Critical Current

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28—HEAT EXCHANGE IN GENERAL
    • F28C—HEAT-EXCHANGE APPARATUS, NOT PROVIDED FOR IN ANOTHER SUBCLASS, IN WHICH THE HEAT-EXCHANGE MEDIA COME INTO DIRECT CONTACT WITHOUT CHEMICAL INTERACTION
    • F28C1/00—Direct-contact trickle coolers, e.g. cooling towers
    • 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
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/10—Buildings forming part of cooling plants
    • E04H5/12—Cooling towers
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/70—Efficient control or regulation technologies, e.g. for control of refrigerant flow, motor or heating

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)
  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

A cooling tower of hyperboloid shape is constructed by erecting above the usual grillwork base 2 of the tower a network of tensioned, spaced-apart cables 10 in two groups in which the cables cross one another, the cables being anchored at their lower ends in a ring beam 8 and at their upper ends in a tensioning device (Fig. 5, not shown), which enables the tension to be maintained and adjusted whilst the network is being embedded in a layer of a cement-like material (e.g. a cement-sand-water mix). In the form shown, vertically spaced, horizontally extending rings 28 embrace the network and are secured thereto by wires 29 (Fig. 3, not shown). The cement-like material may be applied either by blowing it through the network against a former erected inside the network, or by pouring it into shuttering erected inside and outside the network. When the cement covering reaches a point near the top of the tower the cables 10 are disconnected from the tensioning device and are bent over so that a lip may be formed (Fig. 7, not shown). The lip may extend internally and/or externally of the tower.
ES0294386A 1962-12-17 1963-12-11 Method of constructing a hyperbolic concrete shell for a water-cooling tower Expired ES294386A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US245260A US3304351A (en) 1962-12-17 1962-12-17 Method of constructing a hyperbolic concrete shell for a water-cooling tower

Publications (1)

Publication Number Publication Date
ES294386A1 true ES294386A1 (en) 1964-06-01

Family

ID=22925957

Family Applications (1)

Application Number Title Priority Date Filing Date
ES0294386A Expired ES294386A1 (en) 1962-12-17 1963-12-11 Method of constructing a hyperbolic concrete shell for a water-cooling tower

Country Status (4)

Country Link
US (1) US3304351A (en)
DE (1) DE1434805A1 (en)
ES (1) ES294386A1 (en)
GB (1) GB1028147A (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1084432A (en) * 1964-12-17 1967-09-20 Felix Max Adler Method and means for constructing pressure vessels
US3645104A (en) * 1969-12-29 1972-02-29 Phillips Petroleum Co Tower structure
AT320693B (en) * 1971-11-05 1975-02-25 Balcke Duerr Ag Cooling tower
US4010580A (en) * 1972-09-26 1977-03-08 Mayr Guenter Tubular structure
DE2505846A1 (en) * 1974-02-15 1975-08-21 Vmw Ranshofen Berndorf Ag CLADDING MADE OF PROFILED SHEETS, IN PARTICULAR SHEET METALS FOR SPATIAL CURVED SURFACES
WO1989001228A1 (en) * 1987-07-28 1989-02-09 Maxdem Incorporated Electrically settable resistance device
ES2350991B1 (en) 2009-06-03 2011-10-14 Abengoa Solar New Technologies S.A. SOLAR CONCENTRATION PLANT TOWER TECHNOLOGY WITH NATURAL SHOT.
ES2370553B1 (en) * 2009-06-19 2013-02-15 Abengoa Solar New Technologies, S.A. TOWER FOR SOLAR CONCENTRATION PLANT WITH NATURAL SHOT COOLING.
US20120118417A1 (en) * 2010-11-12 2012-05-17 Hamon Custodis, Inc. Method and apparatus for pumping concrete to a form structure at elevated heights
CN103883139B (en) * 2012-12-21 2017-03-29 河南省电力勘测设计院 Using the rope nethike embrane cooling tower cylinder structural system that chimney is interior mast

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA600954A (en) * 1960-07-05 L. Graef Edward Reinforced concrete wall and forms for its construction
GB329715A (en) * 1929-02-26 1930-05-26 L G Mouchel And Partners Ltd Improvements in or relating to water cooling towers
GB492540A (en) * 1937-04-27 1938-09-22 L G Mouchel And Partners Ltd Improvements in or relating to water cooling towers
US2544828A (en) * 1944-05-12 1951-03-13 Preload Entpr Inc Leakproof construction of pipes, tanks, and the like
US2561581A (en) * 1946-08-12 1951-07-24 Macerata Stelio Manufacture of reinforced hollow structures
US2597084A (en) * 1948-01-13 1952-05-20 Huddleston Julian Method of molding prestressed concrete structures
GB797414A (en) * 1954-08-24 1958-07-02 William Victor Zinn Improvements in cooling towers
US2932964A (en) * 1954-09-14 1960-04-19 Preioad Company Inc Tank construction
US3111965A (en) * 1958-02-21 1963-11-26 Robert W Hodge Prestressed concrete structure and method of making the same

Also Published As

Publication number Publication date
US3304351A (en) 1967-02-14
DE1434805A1 (en) 1968-11-28
GB1028147A (en) 1966-05-04

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