EP0707121A1 - Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method - Google Patents

Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method Download PDF

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Publication number
EP0707121A1
EP0707121A1 EP95115934A EP95115934A EP0707121A1 EP 0707121 A1 EP0707121 A1 EP 0707121A1 EP 95115934 A EP95115934 A EP 95115934A EP 95115934 A EP95115934 A EP 95115934A EP 0707121 A1 EP0707121 A1 EP 0707121A1
Authority
EP
European Patent Office
Prior art keywords
panel
panels
mould
manufacture
fact
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.)
Granted
Application number
EP95115934A
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German (de)
French (fr)
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EP0707121B1 (en
Inventor
Giuseppe Parenti
Cesarino Parenti
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Individual
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Individual
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Filing date
Publication date
Priority claimed from IT94PC000020 external-priority patent/IT1278264B1/en
Priority claimed from IT95PC000019 external-priority patent/IT1283332B1/en
Application filed by Individual filed Critical Individual
Priority to SI9530407T priority Critical patent/SI0707121T1/en
Publication of EP0707121A1 publication Critical patent/EP0707121A1/en
Application granted granted Critical
Publication of EP0707121B1 publication Critical patent/EP0707121B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02Containers for fluids or gases; Supports therefor
    • E04H7/18Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
    • E04H7/20Prestressed constructions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/046Post treatment to obtain pre-stressed articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/28Cores; Mandrels

Definitions

  • the invention relates to prefabricated reinforced concrete panels for the manufacture of circular above-ground tanks, a mould for the production of the said product, and a method of manufacturing the said product.
  • the panels are flat, with horizontal ribs containing holes for the passage of pre-stressing cables; the said holes are made by inserting into the mould, before casting, a flexible pipe whose length is such that when the mould closes, the ends of the pipe are compressed and it curves, taking on an arc shape with the same radius as the tank.
  • a known type of above-ground tank is made by joining a number of panels with a straight section which are placed side by side, coupled and tightened by pre-stressing cables wound round the tanks, the said cables usually being fitted on the outside of the panel, in ducts formed in the horizontal ribbing of the panels.
  • the tanks thus obtained are also more difficult to dismantle if required.
  • Curved panels for the construction of circular tanks are also known, in which holes for the passage of pre-stressing cables are formed in the horizontal ribbing.
  • Panels of this kind described, for example, in European patent 0 514 583 by the same Applicant, present the advantage of good cable protection and easy insertion because of the curved configuration of the holes.
  • the main purpose of this invention is to eliminate the problems mentioned above by offering improved panels which allow fast, easy insertion of pre-stressing cables without the difficulties presented by known panels.
  • the invention also relates to the manufacturing method and associated mould. These tasks, and these and other purposes, are achieved by a product made of reinforced concrete in accordance with the characterising part of the annexed claims.
  • the panel in accordance with the invention presents a flat wall 1, with vertical stiffening ribs 2 and horizontal stiffening ribs 3 located on the outer side.
  • This flat configuration facilitates manufacturing operations.
  • the panel is shaped with "male” and “female” contours shown as 4 and 5 respectively (fig.6), to form a joint which provides a secure connection between adjacent panels.
  • Holes are formed in horizontal ribs 3, each of which holes constitutes a passage for the pre-stressing cables.
  • the characteristic feature of the invention is that the panels are flat, and the holes designed for the passage of the cables are curved to an arc shape having the same radius as the tank.
  • This configuration involves the least possible strain on the product, and therefore the greatest possible reduction in steel reinforcement.
  • the invention therefore combines the advantages of flat panels, which are compact and easy to manufacture, and curved panels, in which the cables can easily be inserted.
  • the method of manufacturing these panels involves making the said holes by installing flexible tubular elements in the mould in a position corresponding with the ribbing; the length of the said tubular elements is greater than the distance between the walls of the mould, so that when the mould is closed, the pressure exerted on the tube curves it to the required extent.
  • Figure 14 shows a mould designed for the manufacture of the panels in accordance with the invention.
  • This mould comprises a back wall 6, a front wall 7 and a pair of side walls 8 and 9; the latter can be installed with different inclinations to give the sides of the panel the inclination required by the radius of the tank to be assembled.
  • a number of pairs of pegs 10 are fixed to side walls 8 and 9 at the horizontal ribs of the panel, and the same number of flexible tubular elements 11, destined to constitute the passage for the pre-stressing cables, are fitted onto the said pegs before the mould is closed.
  • the length of tubular elements 11 is greater than the internal width of the mould, so that when the mould closes the side walls move together and compress tubular element 11 lengthwise into an arc shape; the longer the tubular element, the more accentuated the arc.
  • the pegs will preferably be slightly inclined towards the outer wall of the panel, to ensure that the tubular element bends in the right direction.
  • the sides of the mould can also advantageously be made with adjustable inclination, in order to produce panels with the side edges arranged radially in relation to the centre of the tank.
  • the process in accordance with the invention therefore comprises the following stages:
  • horizontal ribs 3 may be straight, or, if required by the the width of the panels, may be curved as shown in fig. 4.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

Reinforced concrete panel for the manufacture of aboveground circular tanks, of the type comprising a wall (1) fitted with a number of horizontal stiffening ribs (3) which contain holes for the passage of pre-stressing cables, wherein the said wall is flat and the said holes are arc-shaped, and a method of manufacture of said panels comprising the following stages:
  • insertion of a flexible tubular element (11), of the same length as an arc which presents a radius equal to the radius of the tank and a chord equal to the width of the panel, into a mould with mobile sides (8,9), on a pair of pegs (10) fitted to the sides at the horizontal ribs (3) of the panel; approach of the mobile sides (8,9) until the mould closes, so that the said flexible tubular element (11) takes on the arc shape required; installation of reinforcement and laying of concrete; concrete shaving; curing and removal of finished product.

Description

  • The invention relates to prefabricated reinforced concrete panels for the manufacture of circular above-ground tanks, a mould for the production of the said product, and a method of manufacturing the said product. In particular, the panels are flat, with horizontal ribs containing holes for the passage of pre-stressing cables; the said holes are made by inserting into the mould, before casting, a flexible pipe whose length is such that when the mould closes, the ends of the pipe are compressed and it curves, taking on an arc shape with the same radius as the tank.
  • A known type of above-ground tank is made by joining a number of panels with a straight section which are placed side by side, coupled and tightened by pre-stressing cables wound round the tanks, the said cables usually being fitted on the outside of the panel, in ducts formed in the horizontal ribbing of the panels.
  • However, this system presents the disadvantage that the pre-stressing cables are exposed to atmospheric agents unless a further cable protection operation is performed, which typically involves filling the seating in which they are housed with mortar.
  • This mortar filling operation considerably increases production time and therefore labour costs.
  • The tanks thus obtained are also more difficult to dismantle if required.
  • Equally, it is inconvenient to make cable passages in this kind of panel, as it would be very difficult to insert cables dozens of metres long into a passage which is bent at an angle at the joint between each panel and the next.
  • Curved panels for the construction of circular tanks are also known, in which holes for the passage of pre-stressing cables are formed in the horizontal ribbing.
  • Panels of this kind, described, for example, in European patent 0 514 583 by the same Applicant, present the advantage of good cable protection and easy insertion because of the curved configuration of the holes.
  • The curved shape, however, requires more complex and therefore more expensive moulds, and the manufacturing process is more laborious as regards the laying and compacting of the concrete.
  • The main purpose of this invention is to eliminate the problems mentioned above by offering improved panels which allow fast, easy insertion of pre-stressing cables without the difficulties presented by known panels.
  • The invention also relates to the manufacturing method and associated mould. These tasks, and these and other purposes, are achieved by a product made of reinforced concrete in accordance with the characterising part of the annexed claims.
  • Further advantages of the invention will clearly emerge from the description of a preferred, but not the only method of manufacturing the product in accordance with the invention, which is supplied by way of example but not of limitation, with reference to the annexed figures in which:
    • figures 1 to 3 are the plan view, cross-section, and front view respectively of a panel in accordance with the invention;
    • figure 4 is the plan view of a further embodiment panel in accordance with the invention;
    • figure 5 is the vertical cross-section of a detail of the panel;
    • figure 6 is the horizontal cross-section at a joint;
    • figures 7 to 10 are the plan view, cross-section, front view and side view respectively of the end panel in a tank made with the products in accordance with the invention;
    • figures 11, 12 and 13 are the plan view, cross-section and front view respectively of an assembled tank;
    • figures 14a and 14b schematically illustrate in cross-section a mould for the manufacture of the panels in accordance with the invention, such mould being shown open and closed respectively.
  • With reference to figures 1 to 4, the panel in accordance with the invention presents a flat wall 1, with vertical stiffening ribs 2 and horizontal stiffening ribs 3 located on the outer side.
  • This flat configuration facilitates manufacturing operations.
  • At the sides the panel is shaped with "male" and "female" contours shown as 4 and 5 respectively (fig.6), to form a joint which provides a secure connection between adjacent panels.
  • Holes are formed in horizontal ribs 3, each of which holes constitutes a passage for the pre-stressing cables.
  • The characteristic feature of the invention is that the panels are flat, and the holes designed for the passage of the cables are curved to an arc shape having the same radius as the tank.
  • This configuration involves the least possible strain on the product, and therefore the greatest possible reduction in steel reinforcement.
  • The invention therefore combines the advantages of flat panels, which are compact and easy to manufacture, and curved panels, in which the cables can easily be inserted.
  • The method of manufacturing these panels involves making the said holes by installing flexible tubular elements in the mould in a position corresponding with the ribbing; the length of the said tubular elements is greater than the distance between the walls of the mould, so that when the mould is closed, the pressure exerted on the tube curves it to the required extent.
  • Figure 14 shows a mould designed for the manufacture of the panels in accordance with the invention.
  • This mould comprises a back wall 6, a front wall 7 and a pair of side walls 8 and 9; the latter can be installed with different inclinations to give the sides of the panel the inclination required by the radius of the tank to be assembled.
  • A number of pairs of pegs 10 are fixed to side walls 8 and 9 at the horizontal ribs of the panel, and the same number of flexible tubular elements 11, destined to constitute the passage for the pre-stressing cables, are fitted onto the said pegs before the mould is closed.
  • The length of tubular elements 11 is greater than the internal width of the mould, so that when the mould closes the side walls move together and compress tubular element 11 lengthwise into an arc shape; the longer the tubular element, the more accentuated the arc.
  • A simple calculation therefore suffices to determine the length of tubular element 11 so that the closing of the mould crushes it to such an extent as to produce the required radius, in particular a radius equivalent to that of the tank.
  • The pegs will preferably be slightly inclined towards the outer wall of the panel, to ensure that the tubular element bends in the right direction.
  • The sides of the mould can also advantageously be made with adjustable inclination, in order to produce panels with the side edges arranged radially in relation to the centre of the tank.
  • The process in accordance with the invention therefore comprises the following stages:
    • insertion of a flexible tubular element, of the same length as an arc which presents a radius equal to the radius of the tank and a chord equal to the width of the panel, into a mould with mobile sides, on a pair of pegs fitted to the sides at the horizontal ribs of the panel;
    • approach of the mobile sides until the mould closes, so that the said flexible tubular element takes on the arc shape required;
    • installation of reinforcement and laying of concrete
    • concrete shaving;
    • curing and removal of finished product.
  • The invention thus devised could form the subject of numerous modifications and variations, all of which fall within the ambit of the invention concept.
  • Thus horizontal ribs 3 may be straight, or, if required by the the width of the panels, may be curved as shown in fig. 4.
  • In practice, any materials or dimensions can be used, as required.

Claims (9)

  1. Reinforced concrete panels for the manufacture of above-ground circular tanks, of the type comprising a wall (1) fitted with a number of horizontal stiffening ribs (3) which contain holes for the passage of pre-stressing cables, characterised by the fact that the said wall (1) is flat and the said holes are arc-shaped.
  2. Panel in accordance with claim 1, characterised by the fact that the said holes have an arc shape with a radius approximately equal to the radius of the tank.
  3. Panel in accordance with claim 1 or 2, characterised by the fact that the said horizontal ribs (3) are straight and the said holes for the pre-stressing cables are arc-shaped.
  4. Panel in accordance with claim 1 or 2, characterised by the fact that the said horizontal ribs (3) are arc-shaped.
  5. Panel in accordance with the above claims, characterised by the fact that at the sides the panel is shaped with "male" and "female" contours, to form a joint which provides a secure connection between adjacent panels.
  6. Method of manufacture of concrete panels for the production of circular tanks according with any of the claims 1 to 5, characterised by the fact that it involves the following stages:
    • insertion of a flexible tubular element (11), of the same length as an arc which presents a radius equal to the radius of the tank and a chord equal to the width of the panel, into a mould with mobile sides(8, 9), on a pair of pegs (10) fitted to the sides (8, 9) at the horizontal ribs of the panel;
    • approach of the mobile sides (8, 9) until the mould closes, so that the said flexible tubular element (11) takes on the arc shape required;
    • installation of reinforcement and laying of concrete
    • concrete shaving;
    • curing and removal of finished product.
  7. Mould of the type with mobile side walls (8, 9), for the production of concrete panels designed for the manufacture of circular tanks according with claims 1 to 5, characterised by the fact that the said side walls (8, 9) contain a number of supports (10) designed to allow the insertion of flexible tubular elements (11), and that the closing of the said sides causes curvature of the said flexible tubular elements.
  8. Reinforced concrete panels for the manufacture of above-ground circular tanks, as described and illustrated.
  9. Above-ground circular tanks made of panels in accordance with one of claims 1 to 5.
EP95115934A 1994-10-14 1995-10-10 Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method Expired - Lifetime EP0707121B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI9530407T SI0707121T1 (en) 1994-10-14 1995-10-10 Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
ITPC940020 1994-10-14
IT94PC000020 IT1278264B1 (en) 1994-10-14 1994-10-14 Reinforced concrete panel for mfr. of above ground circular tanks - has flat walls with horizontal stiffening ribs made with arc=shaped holes for passage of pre-stressing cable
IT95PC000019 IT1283332B1 (en) 1995-09-15 1995-09-15 Reinforced concrete panel for mfr. of above ground circular tanks - has flat walls with horizontal stiffening ribs made with arc=shaped holes for passage of pre-stressing cable
ITPC950019 1995-09-15

Publications (2)

Publication Number Publication Date
EP0707121A1 true EP0707121A1 (en) 1996-04-17
EP0707121B1 EP0707121B1 (en) 2000-03-22

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP95115934A Expired - Lifetime EP0707121B1 (en) 1994-10-14 1995-10-10 Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method

Country Status (7)

Country Link
EP (1) EP0707121B1 (en)
AT (1) ATE191051T1 (en)
DE (1) DE69515780T2 (en)
DK (1) DK0707121T3 (en)
ES (1) ES2144086T3 (en)
GR (1) GR3033437T3 (en)
PT (1) PT707121E (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010105791A1 (en) * 2009-03-14 2010-09-23 Mt-Energie Gmbh & Co. Kg Apparatus and method for casting concrete wall elements
ITPC20120031A1 (en) * 2012-12-18 2014-06-19 Leonardo Maffi METHOD FOR THE PRODUCTION OF PREFABRICATED PANELS FOR THE CREATION OF CIRCULAR TANKS AND RELATIVE MOLD
CN107520948A (en) * 2016-06-17 2017-12-29 建屋发展局 For extending the apparatus and method of mould bases
CN110145154A (en) * 2019-06-03 2019-08-20 四川电力设计咨询有限责任公司 Rectangle steel silo and its construction method with beam-string structure system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747688B (en) * 2012-07-13 2014-08-06 中铁十六局集团铁运工程有限公司宁阳制梁场 Heavy haul railway T-beam rubber bar pulling machine

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1010934A (en) * 1949-02-07 1952-06-17 Process for forming conduits in concrete
GB682320A (en) * 1949-02-07 1952-11-05 Armand Blaton Method of forming passages in concrete beams or the like
DE1684708A1 (en) * 1966-06-15 1971-07-29 Wilhelm Hornbach Fa Construction element made of reinforced concrete for the creation of polygonal containers with different capacities
AT302921B (en) * 1970-10-12 1972-11-10 Friedrich Oestreicher Ing Container, shaft or the like., In particular for sewage systems and apparatus for producing plates for such a container
FR2502221A1 (en) * 1981-03-20 1982-09-24 Auxiliaire Entreprises Soc Cement or concrete tank - has cylindrical shape made up of interconnected flat slabs optimising surface to volume ratio
EP0207337A1 (en) * 1985-07-03 1987-01-07 Paul Larsen Ronne A/S Container with a ring-shaped sidewall, erected on a base plate
EP0514583A1 (en) 1991-05-23 1992-11-25 Giuseppe Parenti above ground circular basins

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1010934A (en) * 1949-02-07 1952-06-17 Process for forming conduits in concrete
GB682320A (en) * 1949-02-07 1952-11-05 Armand Blaton Method of forming passages in concrete beams or the like
DE1684708A1 (en) * 1966-06-15 1971-07-29 Wilhelm Hornbach Fa Construction element made of reinforced concrete for the creation of polygonal containers with different capacities
AT302921B (en) * 1970-10-12 1972-11-10 Friedrich Oestreicher Ing Container, shaft or the like., In particular for sewage systems and apparatus for producing plates for such a container
FR2502221A1 (en) * 1981-03-20 1982-09-24 Auxiliaire Entreprises Soc Cement or concrete tank - has cylindrical shape made up of interconnected flat slabs optimising surface to volume ratio
EP0207337A1 (en) * 1985-07-03 1987-01-07 Paul Larsen Ronne A/S Container with a ring-shaped sidewall, erected on a base plate
EP0514583A1 (en) 1991-05-23 1992-11-25 Giuseppe Parenti above ground circular basins

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010105791A1 (en) * 2009-03-14 2010-09-23 Mt-Energie Gmbh & Co. Kg Apparatus and method for casting concrete wall elements
ITPC20120031A1 (en) * 2012-12-18 2014-06-19 Leonardo Maffi METHOD FOR THE PRODUCTION OF PREFABRICATED PANELS FOR THE CREATION OF CIRCULAR TANKS AND RELATIVE MOLD
EP2746016A1 (en) 2012-12-18 2014-06-25 Paver S.p.A. Method for the production of a prefabricated panel to create circular tanks and a relative mould
CN107520948A (en) * 2016-06-17 2017-12-29 建屋发展局 For extending the apparatus and method of mould bases
CN110145154A (en) * 2019-06-03 2019-08-20 四川电力设计咨询有限责任公司 Rectangle steel silo and its construction method with beam-string structure system

Also Published As

Publication number Publication date
DE69515780T2 (en) 2000-09-07
PT707121E (en) 2000-07-31
GR3033437T3 (en) 2000-09-29
ES2144086T3 (en) 2000-06-01
DE69515780D1 (en) 2000-04-27
ATE191051T1 (en) 2000-04-15
DK0707121T3 (en) 2000-08-28
EP0707121B1 (en) 2000-03-22

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