CA2173386A1 - 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 methodInfo
- Publication number
- CA2173386A1 CA2173386A1 CA 2173386 CA2173386A CA2173386A1 CA 2173386 A1 CA2173386 A1 CA 2173386A1 CA 2173386 CA2173386 CA 2173386 CA 2173386 A CA2173386 A CA 2173386A CA 2173386 A1 CA2173386 A1 CA 2173386A1
- Authority
- CA
- Canada
- Prior art keywords
- panel
- panels
- manufacture
- mould
- sides
- 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.)
- Abandoned
Links
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
- E04H4/00—Swimming or splash baths or pools
- E04H4/0018—Easily movable or transportable swimming pools
- E04H4/0043—Easily movable or transportable swimming pools mainly made of panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
-
- 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
-
- 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
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
- E04H7/28—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials composed of special building elements
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 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.
Description
~ 2 1 73386 PANELS FOR THE MANUFACTURE OF CIRCULAR ABOVE-GROUND
TANKS, MOULD, AND ASSOCIATED MANUFACTURING METHOD
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; 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.
TANKS, MOULD, AND ASSOCIATED MANUFACTURING METHOD
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; 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.
2 1 73386 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.
lo 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 0514583 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
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.
lo 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 0514583 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
-3-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-
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-
-4-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 s 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 2 ~ 73386 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 lo 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;
2 ~ 73386 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 width of the panels, may be curved as shown in fig. 4. In practice, any materials or dimensions can be used, as required.
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 s 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 2 ~ 73386 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 lo 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;
2 ~ 73386 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 width of the panels, may be curved as shown in fig. 4. In practice, any materials or dimensions can be used, as required.
Claims (10)
1) Reinforced concrete panels for the manufacture of above-ground circular tanks, of the type having, at the sides, joints designated to allow the union between contiguous panels, characterized by having, on the external wall (1), a plurality of horizontal stiffening ribs (3) which contain holes for the passage of pre-stressing cables.
2) Reinforced concrete panels for the manufacture of above-ground circular tanks in accordance with claim 1, characterised by the fact that the said wall (1) is flat and the said holes are arc-shaped.
3) Panel in accordance with claim 2, characterised by the fact that the said holes have an arc shape with a radius approximately equal to the radius of the tank.
4) Panel in accordance with any of the preceeding claims, characterised by the fact that the said horizontal ribs (3) are straight and the said holes for the pre-stressing cables are arc-shaped.
5) Panel in accordance with claim 1 or 2, characterised by the fact that the said horizontal ribs (3) are arc-shaped.
6) 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.
7) 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.
. 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.
8) 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.
9) Reinforced concrete panels for the manufacture of above-ground circular tanks, as described and illustrated.
10) Above-ground circular tanks made of panels in accordance with one of claims 1 to 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2173386 CA2173386A1 (en) | 1996-04-03 | 1996-04-03 | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2173386 CA2173386A1 (en) | 1996-04-03 | 1996-04-03 | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method |
Publications (1)
Publication Number | Publication Date |
---|---|
CA2173386A1 true CA2173386A1 (en) | 1997-10-04 |
Family
ID=4157894
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA 2173386 Abandoned CA2173386A1 (en) | 1996-04-03 | 1996-04-03 | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method |
Country Status (1)
Country | Link |
---|---|
CA (1) | CA2173386A1 (en) |
-
1996
- 1996-04-03 CA CA 2173386 patent/CA2173386A1/en not_active Abandoned
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4730427A (en) | Shuttering and shoring wall | |
US4836714A (en) | Enclosed structures of very large cross-section, such as conduits, silos or shelters | |
US5061116A (en) | Reinforced structural elements | |
US4735234A (en) | Buried large cross-section conduit | |
JPH061038B2 (en) | Assembly structures for construction of tunnels, bridges or the like | |
US4484724A (en) | Forming element and forming apparatus for casting manhole inverts | |
EP0707121B1 (en) | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method | |
CN111827665A (en) | Construction method for prefabricated toilet floor slab | |
AU766283B2 (en) | Pressurized liquid circulation duct and method for the production thereof | |
CN105971631B (en) | The fixture type end head formwork and installation method of a kind of tunnel arch wall containing reinforcing bar | |
CA2173386A1 (en) | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method | |
AU722508B2 (en) | Panels for the manufacture of circular above-ground tanks, mould, and associated manufacturing method | |
US2912849A (en) | Precast concrete construction | |
US4155210A (en) | Process for building up towers, particularly water towers | |
US6484758B2 (en) | Conduit for circulation of fluid under pressure | |
AU707066B2 (en) | Fluid circulation pipe | |
KR102361505B1 (en) | Installation and construction method of non-excavated underground structures using PC steel wire | |
JP2544040B2 (en) | Hexagon concrete segment of curved section of tunnel | |
JP4537795B2 (en) | How to build a box culvert | |
EP1012414B1 (en) | Manhole shutters | |
KR100268394B1 (en) | Precasted culvert which is grouted on the spot | |
KR102590050B1 (en) | Tunnel common duct cover | |
JPH0893083A (en) | Precast seismic wall and its joining method | |
JP3310389B2 (en) | Segment for tunnel lining | |
JPS5853322Y2 (en) | Vertical joints in underground walls |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
FZDE | Dead |