EP0452537A1 - Fertigteile und Verfahren für die Ausführung von kreisförmigen Behältern - Google Patents

Fertigteile und Verfahren für die Ausführung von kreisförmigen Behältern Download PDF

Info

Publication number
EP0452537A1
EP0452537A1 EP90114841A EP90114841A EP0452537A1 EP 0452537 A1 EP0452537 A1 EP 0452537A1 EP 90114841 A EP90114841 A EP 90114841A EP 90114841 A EP90114841 A EP 90114841A EP 0452537 A1 EP0452537 A1 EP 0452537A1
Authority
EP
European Patent Office
Prior art keywords
cables
manufactured parts
ribbing
tanks
blocks
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.)
Withdrawn
Application number
EP90114841A
Other languages
English (en)
French (fr)
Inventor
Giuseppe Parenti
Cesarino Parenti
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 EP0452537A1 publication Critical patent/EP0452537A1/de
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • 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

Definitions

  • This invention relates to prefabricated articles in reinforced concrete for making circular tanks set in or out of the ground.
  • the method is concerned with blocks with arc cross-sections and lateral self-centring joints.
  • the blocks are laid side by side to form the vertical circular wall of the tank and are held together by tension cables placed around the outside of the walls of the tank.
  • the blocks have ribbing shaped for the seatings of the tension cables.
  • the cables are thus positioned exactly during assembly and afterwards remain hidden from view.
  • tanks there are numerous sectors which may require tanks to be constructed, especially of the above-ground type which can be produced with prefabricated parts and are thus cheaper, easier and quicker to construct.
  • Tanks of this kind are often used in agriculture for water or detritus storage, or in industry for filters or similar such purposes.
  • these tanks are circular in shape because it is this form which ensures a more uniform distribution of internal forces and pressure, takes up the least surface area in relation to capacity, and is easier rig up and construct.
  • an iron beam is first set up or a mounting with means of attaching the tension cables, fixed to appropriate previously-prepared foundations.
  • the various panels are then positioned side by side, held in place by bracing elements.
  • the tension cables are wound around the tank with their ends anchored to the iron beam for tightening to be carried out.
  • the invention in question proposes manufactured articles and a related construction method for making circular tanks both out of and in the ground.
  • Each of these arc cross-section manufactured parts has a self-centring joint externally and ribbed channelling for the tension cable seatings which are thus automatically positioned and hidden from view.
  • This seating can then be filled with mortar or any other suitable material to protect the cables from external agents.
  • a tank out of the ground is created by the combination of a number of blocks and panels (1), joined and fixed at their extremities to a head element (2) which is mounted on a foundation plinth (3).
  • Each of these blocks has an arc cross-section (Fig. 7) viewed from above and has the sides 4 and 5 shaped respectively male and female for a self-centring joint with the adjoining panels.
  • each of these blocks has a series of essentially horizontal ribbing, illustrated in detail in Figure 9.
  • the ribbing (6) creates a raised border or parapet (7) on the external part of the block thus forming a seating between the wall of the panel and this border for the tension cables (8).
  • the upper wall (9) of each rib is not flat but is raised in the centre so that the bottom of ribbing slopes from the centre outwards.
  • the ribbing (6) is slightly shorter than the panel itself so as to leave a small space between adjacent ribbing when construction is complete, as shown in Fig. 8.
  • the distance between the ribbing is not constant. Lower down on the panel the ribs are closer together, where the hydrostatic pressure exerted on the walls is greater and where the cables around the panels must thus be closer together.
  • the head element (2) (Figs. 10,11 and 12) also has an arc plan cross-section. but without ribbing. It is thicker than the other blocks, essentially equal to the thickness of the panels (1) plus that of the ribbing, with the central part enlarged to contain the ends of the cables (8) to be tightened, giving a firm anchorage.
  • the head element (2) is mounted on a plinth (10) with a seating (11) shaped to allow (1) the insertion and fastening of the element (2).
  • a foundation kerb and plate are set out, on which the various blocks are placed.
  • the plinth is then put in position and the head element assembled, fixing it temporarily with two wedges or similar objects.
  • the various blocks are then put in place side by side bringing the lateral walls together and fixing them, again temporarily, with a gusset plate, a clamp or similar system, with the first and the last block fixed to the head (2).
  • a sealing gasket (10) (Fig. 8) is placed between adjacent blocks, made of Neoprene or similar material.
  • tension cables can be put in place. They are simply inserted in the ribbed seatings (6) with the respective borders (7) and anchored at their ends to the head element (2).
  • the gusset plates which held the blocks together can be removed and finishing operations carried out - e.g. applying a layer of sealing glue (11) along the internal edges of the blocks (Fig. 8), filling the seatings with mortar or similar material thus protecting the cables from possible damage and from atmospheric weathering.
  • Water drainage is improved in the cable seating area, which can also be protected with a filling of mortar or other suitable material.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
EP90114841A 1990-04-18 1990-08-02 Fertigteile und Verfahren für die Ausführung von kreisförmigen Behältern Withdrawn EP0452537A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT4480990 1990-04-18
IT04480990A IT1247587B (it) 1990-04-18 1990-04-18 Manufatti e metodo per la realizzazione di vasche circolari.

Publications (1)

Publication Number Publication Date
EP0452537A1 true EP0452537A1 (de) 1991-10-23

Family

ID=11256439

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90114841A Withdrawn EP0452537A1 (de) 1990-04-18 1990-08-02 Fertigteile und Verfahren für die Ausführung von kreisförmigen Behältern

Country Status (2)

Country Link
EP (1) EP0452537A1 (de)
IT (1) IT1247587B (de)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2084554A2 (es) * 1993-10-26 1996-05-01 Prefabricats M Planas S A Estructura hueca formada por paneles prefabricados de hormigon y procedimiento para la fabricacion de dicha estrctura.
WO2001051740A1 (en) * 2000-01-10 2001-07-19 Abetong Teknik Ab Casting of tank
ES2212887A1 (es) * 2002-05-17 2004-08-01 Francisco J. Segovia Espiau Procedimiento de obtencion de depositos de gran capacidad y producto obtenido.
JP2012233354A (ja) * 2011-05-02 2012-11-29 Ihi Corp 低温タンク
WO2022226573A1 (en) * 2021-04-28 2022-11-03 Concept Environmental Services Pty Ltd Brine processing system
US11885224B2 (en) * 2008-01-28 2024-01-30 Darin R. Kruse Apparatus and methods for underground structures and construction thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113734640A (zh) * 2021-09-06 2021-12-03 华电重工股份有限公司 钢板仓

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1103455A (en) * 1965-06-08 1968-02-14 Preload International Inc Prestressed steel tank structure
AT302921B (de) * 1970-10-12 1972-11-10 Friedrich Oestreicher Ing Behälter, Schacht od.dgl., insbesondere für Abwasseranlagen und Vorrichtung zur Herstellung von Platten für einen solchen Behälter
GB1306448A (en) * 1969-08-05 1973-02-14 Leon Ballot Sa Des Entreprises Reservoirs
DE3004473A1 (de) * 1979-02-10 1980-08-21 Betonson B V Verfahren zur herstellung einer zylindrischen betonwand
DE8608882U1 (de) * 1986-04-03 1986-05-15 Dyckerhoff & Widmann AG, 81902 München Bauelementensatz zum Herstellen der Wandung eines stehenden Behälters, insbesondere eines Güllebehälters

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1103455A (en) * 1965-06-08 1968-02-14 Preload International Inc Prestressed steel tank structure
GB1306448A (en) * 1969-08-05 1973-02-14 Leon Ballot Sa Des Entreprises Reservoirs
AT302921B (de) * 1970-10-12 1972-11-10 Friedrich Oestreicher Ing Behälter, Schacht od.dgl., insbesondere für Abwasseranlagen und Vorrichtung zur Herstellung von Platten für einen solchen Behälter
DE3004473A1 (de) * 1979-02-10 1980-08-21 Betonson B V Verfahren zur herstellung einer zylindrischen betonwand
DE8608882U1 (de) * 1986-04-03 1986-05-15 Dyckerhoff & Widmann AG, 81902 München Bauelementensatz zum Herstellen der Wandung eines stehenden Behälters, insbesondere eines Güllebehälters

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2084554A2 (es) * 1993-10-26 1996-05-01 Prefabricats M Planas S A Estructura hueca formada por paneles prefabricados de hormigon y procedimiento para la fabricacion de dicha estrctura.
WO2001051740A1 (en) * 2000-01-10 2001-07-19 Abetong Teknik Ab Casting of tank
AU778554B2 (en) * 2000-01-10 2004-12-09 Abetong Teknik Ab Casting of tank
ES2212887A1 (es) * 2002-05-17 2004-08-01 Francisco J. Segovia Espiau Procedimiento de obtencion de depositos de gran capacidad y producto obtenido.
ES2212887B1 (es) * 2002-05-17 2005-10-16 Francisco J. Segovia Espiau Procedimiento de obtencion de depositos de gran capacidad y producto obtenido.
US11885224B2 (en) * 2008-01-28 2024-01-30 Darin R. Kruse Apparatus and methods for underground structures and construction thereof
JP2012233354A (ja) * 2011-05-02 2012-11-29 Ihi Corp 低温タンク
WO2022226573A1 (en) * 2021-04-28 2022-11-03 Concept Environmental Services Pty Ltd Brine processing system

Also Published As

Publication number Publication date
IT9044809A0 (it) 1990-04-18
IT1247587B (it) 1994-12-28
IT9044809A1 (it) 1991-10-18

Similar Documents

Publication Publication Date Title
CA2601457C (en) Concrete panel construction system
US3316721A (en) Tensioned retaining wall for embankment
US4090266A (en) Swimming pool construction
US5066165A (en) Modular and componential trench drain system
US6568141B2 (en) Concrete footing and wall system
EP0803618A2 (de) Modulares Element zur Unterstützung und Lüftung von Decken
EP0185065B1 (de) Verfahren zur herstellung einer eine konstruktion tragenden, starren platte
WO2002018712A1 (en) Integrated footings
US5067289A (en) Foundation system for manufactured housing
US4697398A (en) Multistoried aseismic building made of modular panels
CA1145584A (en) Concrete form system
EP0452537A1 (de) Fertigteile und Verfahren für die Ausführung von kreisförmigen Behältern
US6192639B1 (en) Structural system for erecting buildings, particularly single-family dwellings
EP0107749A1 (de) Erdbebensichere Gebäudestruktur
AU707066B2 (en) Fluid circulation pipe
US20050183363A1 (en) Prefabricated tower foundation comprising equipment shelters and a method for its deployment on site
US6477722B2 (en) Overflow system with a spillway rim, particularly for a prefabricated swimming pool to be sunk into the ground, and a method and apparatus for its construction
CN108677998A (zh) 一种转角型加筋土挡墙结构及制作方法
WO1997043499A1 (en) Interlocking building block
EP1208270B1 (de) Fundament und herstellungsverfahren desselben
US3834094A (en) Track system wall assembly for houses or the like
US4597230A (en) Log construction device
GB2268525A (en) Water-tight building structures
JPH0730755Y2 (ja) 擁壁ブロック
AU723188B2 (en) Interlocking building block

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB GR LI LU NL

17P Request for examination filed

Effective date: 19920326

17Q First examination report despatched

Effective date: 19930609

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19931020