EP1532319A1 - Dammaufbau für flüssigkeiten und schüttgut - Google Patents
Dammaufbau für flüssigkeiten und schüttgutInfo
- Publication number
- EP1532319A1 EP1532319A1 EP03794938A EP03794938A EP1532319A1 EP 1532319 A1 EP1532319 A1 EP 1532319A1 EP 03794938 A EP03794938 A EP 03794938A EP 03794938 A EP03794938 A EP 03794938A EP 1532319 A1 EP1532319 A1 EP 1532319A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pallets
- pressure
- dam
- support
- pallet
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
Definitions
- the invention relates to a dam structure for liquids and bulk goods with two rows of inclined pressure pallets and support pallets and a sealing film on the pressure side of the pressure pallet.
- Such dam structures are required, for example, to achieve an increase in the dike crown of an existing dike. They can also be used to build a temporary dike on streets or other areas. For this purpose, it is known to place pallets arranged in two rows at an angle to one another, so that a triangular cross-section is formed, on the pressure side of which a sealing film is attached for sealing. The lower edge of the sealing film is usually fixed by sandbag pads.
- Dam structures can also be used to set up a receiving basin for water or other liquids or bulk goods on a flat surface. It is important that such dam structures can be erected quickly and with little work and that they can also be dismantled easily and without residue. To this end, materials that are readily available on site should be used to a significant extent.
- Pallets that can be used for these purposes are available in the form of the standardized, commercially available Euro nail pallets on a large scale wherever goods are on Pallets are transported and stored.
- the risk of such instabilities in the dam structure is particularly great if the subsurface does not give the dam structure and in particular the pallets a sufficiently secure hold.
- a major disadvantage of the previously known dam structures made from pallets was that they could not statically withstand the pressures that occurred.
- the object of the invention is therefore to design a dam structure of the type mentioned at the outset in such a way that a safe and stable connection of the dam structure is achieved with simple and rapid erection.
- This object is achieved in that the pressure pallets and the support pallets are each connected to one another by tension-pressure anchors.
- Longitudinal dam-extending tension-pressure anchors are achieved in a stable, triangular-shaped dam structure that does not lose its basic structure even with relief or increased loads and in particular does not collapse if the pressure pallets or the support pallets do not hold sufficiently on the find the respective surface.
- pressure pallets Context referred to as "pressure pallets" and the pallets on the support side (referred to in this context as “support pallets”), even on smooth surfaces such as concrete surfaces, asphalt roads, sidewalks, paving, etc.
- support pallets are offset from the pressure pallets arranged so that one support pallet bridges the butt joint between the two opposite pressure pallets and vice versa. This creates a coherent, three-dimensional network.
- the pressure pallets and the support pallets with their lower edges are positively received in pressure-side and support-side channel profiles each passing through a plurality of pallets, and that the pressure-side and support-side channel profiles are provided the connecting bars forming tension-pressure anchors are connected to one another.
- the joints of the channel profiles are bridged by the set pallets and also result in a bond.
- the channel profiles correspond to these pallet edges in their areas receiving the pallet edges.
- the channel profiles give the lower edges of the pallets a secure hold and at the same time create a connection between adjacent pallets.
- the channel profiles serve to absorb the forces from the connecting strips, which in this embodiment form the tension-pressure anchors according to the invention.
- connection anchors forming tension-pressure anchors.
- accumulation profiles can be placed, which protrude above the upper edge of the pressure pallets and offer the possibility of further increasing the dam to be formed.
- the pressure-side sealing film is attached to the top edge of the pressure pallets or - if available - by means of film clips that can be attached from above Traffic jam elevation profile can be determined. This not only establishes the sealing film, but also connects adjacent pressure pallets or adjacent accumulation profiles.
- upper support pallets are arranged, which support the accumulation profile with their upper edge.
- the upper support pallets are preferably connected at their lower edges to the lower edge of the lower support pallets via tie rods. As a result, the supporting force absorbed by the upper support pallets is transferred to the entire structure of the dam structure has been initiated, so that it receives a high degree of inherent stability even without separate fixing on the ground.
- the anchor post extends through a suitable opening of a section of the train connection anchor lying on the floor, so that the train connection anchor is secured against horizontal displacement directly on the floor surface,
- the inventive solution namely connecting strips or connecting anchors and possibly gutter profiles, a complete inherent stability of the dam construction will be using a few simple additional components, achieved ', which is thus firmly on soft or elastic surface. All parts of the dam structure can be transported easily and quickly are erected, result in a stable structure and are reusable. The result is an exactly formed dam structure that hardly leaves any contamination when removed. These dam structures can be used both as a preventive safety measure and as a dike elevation.
- Pallet stocks can be used.
- the dam structure can be used worldwide and can be quickly assembled and disassembled without additional tools. All parts are reusable and have a long service life even under extreme environmental influences.
- the weight of all parts that are required for the dam construction according to the invention is relatively low; therefore, the transport of the parts to the place of use is much easier compared to sandbag dams.
- the invention also relates to the use of clamping elements for fastening the films to the pressure pallets, the spaces between pallet boards forming cutouts for receiving the clamping elements clamping the film.
- the clamping element can consist of a clamping body (61) which has at least one rising cam surface on its circumference. It is provided that at least on the cam surface and / or on the circumferential surface opposite it, a ridge running in the circumferential direction projects radially out of the cam surface and / or the opposite circumferential surface, and that the clamping body has a key attachment which is accessible on the front side.
- FIG. 4 is a view in the direction of arrow IV in FIG. 3, the sealing film having been omitted,
- 15 shows a further dam structure in cross section and 16 is a plan view in the direction of arrow XVI in FIG. 15, the sealing film having been omitted,
- FIG. 19 in a representation similar to Fig. 1
- Fig. 25 in an enlarged vertical partial section a pressure-side channel profile piece of a dam structure and 26 is a plan view in the direction of arrow XXVI in FIG. 25.
- the dam structure shown in FIG. 1 in a vertical cross-section has two rows of pressure pallets 1 and support pallets 2 which are offset at an angle to one another and which are preferably wooden nail pallets in the standardized dimensions of Euro pallets.
- On the pressure side (right in Fig. 1) on which the water to be retained is another
- Foil clips 4 is set at the top of the printing pallets 3.
- the lower edge of the sealing film 3 is secured by a series of sandbags 5 and fixed to the bottom 6, for example a dike crown.
- the support pallets 2 reach under the upper edge of the pressure pallets 1.
- the two rows of pressure pallets 1 and support pallets 2 are connected to one another in their lower region by tension-pressure anchors.
- the pressure pallets 1 have their lower edges in pressure-side channel profiles 7 (FIG. 9) which run through a plurality of pallets and are extruded.
- the lower edges of the support pallets 2 are in the support side
- Channel profiles 8 (Fig. 10), which are also extruded from plastic. On both channel profiles 7 and 8, In each case, an upwardly open channel 9 or 10 is formed, in which the pallet edges are appropriately set in the required inclination and are thus received in a form-fitting manner.
- a sharp rib 10a projecting into the trough 10 or 9 (only shown in FIG. 10) claws into the end wood of the pallet set up there and gives it additional support.
- the channel profiles 7 and 8 are connected to one another by the connecting strips 11 forming the tension-pressure anchors.
- the connecting strips 11 engage in recesses 12, 13 of flange strips 14 and 15 of the channel profiles 7 and 8, which are parallel to the floor, and are hooked there in a form-fitting manner.
- the two channel profiles 7, 8 also have a flange strip 16 and 17, which is also parallel to the floor.
- the flanged strips 14, 15, 16 and 17 create a broadened dividing surface of the channel profiles 7 and 8, so that they do not sink into soft ground.
- one projection 18 or 19 on the underside of the channel profile 7 or 8 forms an anchoring projection which secures the position of the dam structure. The pressure exerted on the dam structure in the event of a load also holds the dam structure on the ground.
- the dam structure shown in FIG. 2 differs from the previously described dam structure essentially in that the tension-pressure anchor connecting the pressure-side pallets 1 and the support-side pallets 2 is preferably made of metal Connection anchor 20 (Fig. 5, 6) is formed, which connects the pressure pallets 1 and support pallets 2 with each other in a form-fitting manner.
- the connecting anchor 20, which is preferably produced by folding from a sheet steel strip and / or welding or by extrusion, and which is shown in a side view in FIG. 5 and in a plan view in FIG. 6, has a downwardly open clamp end piece 21 or 22, which can be plugged onto a lower longitudinal board of the pressure pallet 1 or the support pallet 2.
- the connecting anchor 20 which is preferably produced by folding from a sheet steel strip and / or welding or by extrusion, and which is shown in a side view in FIG. 5 and in a plan view in FIG. 6, has a downwardly open clamp end piece 21 or 22, which can be plugged onto a lower longitudinal board of the pressure pallet 1 or the support
- One of the one clamp end piece 22 obliquely projecting supporting spur 25 serves to further support within the support pallet 2. In the erected state of the ⁇ dam construction, the connecting anchor 20 is not 'be removed.
- 1 accumulation increase profiles 28 are placed on the upper edge of the pressure pallets, which also preferably consist of extruded material and protrude beyond the upper edge of the pressure pallets 1.
- a foot piece 29 of the traffic jam elevation profile 28 engages around two longitudinal boards of the pressure pallets 1 and is supported with a central part 30 on the upper edge thereof. The pressure exerted on the dam structure in the event of a load additionally holds the accumulation profile 28.
- the sealing film 3 is placed over the upper edge of the traffic jam elevation profile 28 and fixed and secured there by means of a film clip 4 '(FIG. 14) from above, which at the same time forms a connection between adjacent traffic jam elevation profiles 28.
- FIG. 3 shown embodiment of a dam structure differs from the embodiment of FIG. 2 only in that, in addition to the connecting anchors 20 in the foot region of the pallets 1 and 2, a connection via channel profiles 7, 8 and connecting strips 11 connecting them is also provided, as in FIG. 1 described.
- the dam structure shown in a vertical cross section like the previously described embodiments, has two rows of oblique opposed pressure pallets 1 and lower support pallets 2, which are preferably wooden nail pallets in the standardized dimensions of Euro pallets.
- At the top of the pressure pallets 1 are made of sheet steel or aluminum
- a sealing film 34 On the pressure side (on the right in Fig. 15) on which the water to be retained, another liquid or a flowable bulk material is present, on the outside of the pressure pallet 1 and the accumulation profile 33 there is a sealing film 34, which over the upper edge of the in a Row arranged traffic jam elevation profiles 33 placed and fixed by means of spaced, from above attached film clips 35 on the upper edge of the traffic jam elevation profiles 33.
- the lower edge of the sealing film 34 is secured by a series of sandbags ⁇ " or bricks and - on the floor 36, - for example, a dike crown or a road surface.
- the sealing film 34 which is made of high-strength film material, preferably has on its edge lying on the bottom 36 a prefabricated edge strip 34a made of soft film, on which the sandbags or bricks lie.
- the softer film material of the edge strip 34a ensures a better seal • at the bottom 36.
- ready-made film corners can be arranged which overlap the sealing film there.
- the sealing film can also consist in one piece of a uniform film material that has an optimal sealing effect in the sealing area on the bottom, but is sufficiently tear-resistant and extends over the entire height of the dike structure, which is, for example, 800 or 1150 mm.
- the lower support pallets 2 reach under the upper edge of the print pallets 1.
- the two rows of print pallets 1 and lower support pallets 2 are in their lower
- tension-pressure anchors which are designed as connecting anchors 37.
- upper support pallets 38 are arranged, which support the accumulation wall increase profiles 33 with their upper edge.
- the upper support pallets 38 are arranged ' at a lateral distance from one another ' in this exemplary embodiment, in such a way that the upper support pallets 38 each engage the joint of two accumulation migration profiles 33.
- the upper support pallets are each connected at their lower edge to the lower edge of the lower support pallet 2 via tension connection anchors 39.
- Each tie link 39 engages with an upwardly extending hook 40 in the lower edge of the upper support pallet 38, while a hook 41 formed on the opposite edge of the tie link 39 opens downward around the lower board at the lower edge of the lower support pallet 2 attacks. In this way, a tensile connection of the two support pallets 38 and 2 is made at their lower edges.
- each anchor post 42 extends through a suitable opening 43 of a section of the train connection anchor 39 lying on the floor 36 in order to secure this and thus also the support pallets 2 and 38 against horizontal displacement.
- the anchor post 42 is supported on an edge 44 of the lower edge of the upper support pallet 38 which runs at a distance above the floor 36 and is thereby secured against bending even in the case of a thin version.
- Section 47 which engages in the print pallet 1. It is expediently provided that the connecting anchors each have a downwardly open clamp end piece at both ends, which can be plugged onto a lower longitudinal board of the pressure pallet 1 or the lower support pallet 2.
- the dam construction described takes into account in particular the fact that there is a triple pressure in the lower half of the dam height in comparison to the upper half. This pressure distribution is optimally supported.
- the dam structure is inherently stable and stable, and its stability can be increased by the anchor posts 42, which are, however, only mandatory for smooth floors.
- clamping elements 50 each consist of a clamping body 61 which, together with the film 34 forming a pocket, is inserted into the intermediate space between adjacent pallet boards 2 and holds the film 34 in a clamping manner.
- the space between adjacent pallet boards 2 here forms a recess 63 receiving the clamping body 61.
- the clamping body 61 consists of an oval disk, the circumferential areas of which increase from the smallest to the largest disk diameter
- a ridge 66 extending in the circumferential direction and extending over the entire disk circumference of the clamping body 61 projects radially from the circumferential surface 65 of the clamping body 61 forming the cam surface.
- the ridge 66 is approximately roof-shaped in cross section and has a tip angle of 120 ° in cross section. Its height is approximately 1.5 mm.
- the clamping body 61 has a key attachment which is accessible from the front and which in the exemplary embodiment shown is a hexagon socket recess 67 into which a conventional hexagon socket key fits.
- the ridge 66 forms the radially most protruding peripheral region at each peripheral point.
- the cam surface 65 extends from the ridge 66 on both sides.
- 19 and 20 show that the pressure pallets 1 are connected to the support pallets 2 by brackets 68, the end boards 69 respectively being adjacent Reach around the pressure pallets 1 and are hooked with their hook-like ends 68a under each of the upper, longitudinal boards 70 of the support pallets 2.
- brackets 68 the end boards 69 respectively being adjacent Reach around the pressure pallets 1 and are hooked with their hook-like ends 68a under each of the upper, longitudinal boards 70 of the support pallets 2.
- leveling pieces 71 are fitted onto the accumulation profile 28, which serve to compensate for an uneven ground profile in such a way that the upper edge of the dam structure runs largely horizontally.
- Leveling pieces 71 are aligned in the same width in each case in alignment with the assigned pressure pallets 1 and accumulation wall increase profiles 28. It is shown on the right in FIG. 21 that the leveling pieces 71 can also be arranged offset in each case such that they each bridge the joint between adjacent traffic jam elevation profiles 28.
- a plug-in body 71a is provided on the back of each, which can be inserted into an associated recess 28a of the accumulation profile 28.
- Sealing film for example in one of the previously described embodiments, to form a channel 73 can be connected to each other by tie rods 74.
- Channels 73 formed in this way can serve to divert a stream or river.
- the forces acting between the two dam structures 72 are absorbed by the tie rods 74. 23 and 24, the tie rods 74 engage the connecting anchors 37, which connect the pressure pallets 1 and the support pallets 2 of each of the two dam structures 72.
- the tie rods 74 are one-piece strips which are connected in an articulated manner to the connecting anchors 37. 24 shows that the tie rods 74 can be chains, for example. If the pressure pallets are received in pressure-side channel profile pieces 7, as is shown in FIG. 3, the tie rods 74 connecting the two dam structures 72 can engage on the channel profile pieces 7 of the two dam structures 72 via insertable shaped pieces 75 (FIGS. 25 and 26). These fittings 75 are longitudinally displaceable on profiled edge strips 76 of the channel profile pieces 7.
- the longitudinally displaceable shaped pieces 75 each have a bolt 77 which bridges a recess 78 on the shaped piece 75 and on which the chains forming the tie rods 74 engage.
- the chains can for example
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pallets (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Revetment (AREA)
- Materials For Medical Uses (AREA)
- Graft Or Block Polymers (AREA)
Description
Claims
Applications Claiming Priority (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE2002140779 DE10240779A1 (de) | 2002-08-30 | 2002-08-30 | Dammaufbau für Flüssigkeiten und Schüttgüter |
DE10240779 | 2002-08-30 | ||
DE10253889 | 2002-11-18 | ||
DE2002153889 DE10253889B4 (de) | 2002-11-18 | 2002-11-18 | Klemmelement für flexible Materialbahnen und Verwendung hierfür |
DE2002158087 DE10258087B4 (de) | 2002-12-11 | 2002-12-11 | Dammaufbau für Flüssigkeiten und Schüttgüter |
DE10258087 | 2002-12-11 | ||
PCT/EP2003/009431 WO2004025033A1 (de) | 2002-08-30 | 2003-08-26 | Dammaufbau für flüssigkeiten und schüttgüter |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1532319A1 true EP1532319A1 (de) | 2005-05-25 |
EP1532319B1 EP1532319B1 (de) | 2005-11-09 |
Family
ID=31998411
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03794938A Expired - Lifetime EP1532319B1 (de) | 2002-08-30 | 2003-08-26 | Dammaufbau für flüssigkeiten und schüttgut |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1532319B1 (de) |
AT (1) | ATE309418T1 (de) |
AU (1) | AU2003266309A1 (de) |
DE (1) | DE50301634D1 (de) |
WO (1) | WO2004025033A1 (de) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE531421C2 (sv) | 2007-06-08 | 2009-03-31 | Feros Ab | Anordning avsedd att användas som en avgränsning mellan två områden |
US9409707B2 (en) * | 2013-05-31 | 2016-08-09 | Falcon Technologies And Services, Inc. | Secondary containment unit and methods |
SE1500403A1 (en) * | 2015-10-07 | 2017-04-08 | Kullberg Sten-Magnus | Water barrier element |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8808124U1 (de) * | 1988-06-24 | 1988-10-20 | Lohmar, Hans Josef, 5000 Köln | Schutzwand, insbesondere zum Schutz gegen Überfluten durch Hochwasser |
SE507170C2 (sv) * | 1995-08-11 | 1998-04-20 | Sten Kullberg | Förfarande och anordnig vid framställning av en vattenfördämning |
SE523055C2 (sv) * | 2000-04-27 | 2004-03-23 | Sten-Magnus Kullberg | Översvämningsbarriär |
-
2003
- 2003-08-26 WO PCT/EP2003/009431 patent/WO2004025033A1/de not_active Application Discontinuation
- 2003-08-26 EP EP03794938A patent/EP1532319B1/de not_active Expired - Lifetime
- 2003-08-26 DE DE50301634T patent/DE50301634D1/de not_active Expired - Lifetime
- 2003-08-26 AT AT03794938T patent/ATE309418T1/de active
- 2003-08-26 AU AU2003266309A patent/AU2003266309A1/en not_active Abandoned
Non-Patent Citations (1)
Title |
---|
See references of WO2004025033A1 * |
Also Published As
Publication number | Publication date |
---|---|
ATE309418T1 (de) | 2005-11-15 |
AU2003266309A1 (en) | 2004-04-30 |
WO2004025033A1 (de) | 2004-03-25 |
EP1532319B1 (de) | 2005-11-09 |
DE50301634D1 (de) | 2005-12-15 |
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