• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates both to a method for applying a liquid-tight embankment and to a device therefor. Blocks (6-7B) of expanded polystyrene EPS, shell plastic or other similar foam material are laid out along the length of the intended embankment (1). (L) and with the desired height (H) direction towards the intended watercourse (3) n The shape is adjusted so that the height decreases in -rw and shape (r) .and that above it (8), e.g. laid embankment (l) laid a waterproof cover layer a plastic wrap. (Pig 2)
    公开号:SE0950564A1
    申请号:SE0950564
    申请日:2009-07-24
    公开日:2011-01-25
    发明作者:Gerhard Svensson
    申请人:Gerhard Svensson；
    IPC主号:
    专利说明:

    The present invention relates to a method for providing embankments for building a dam against water, e.g. in the event of a risk of or in the event of flooding of watercourses, by means of supporting building components and covering liquid-tight coverings in the height and longitudinal direction along the intended embankment.
    When there is a risk of flooding of watercourses and when it is appropriate to make it difficult for incoming water to reach such areas where you do not wish to receive more water, you usually create a suitable form of embankment between the watercourse that risks overflowing and the area it is unsuitable.for said water to reach. In all sorts of different ways, dikes have been built with e.g. using gravel that is tipped into strings along e.g. a flood prone river, stream or lake. Lots of gravel were then consumed, which also destroyed adjacent ground surfaces due to heavy trucks. In addition, it has been difficult to remove the gravel afterwards, if you did not want to keep it until the next flood, for example, when the spring flood comes.
    Other ways have been to temporarily build a suitable embankment of e.g. wood, sandbags, stone, pallets, plates, etc. and with surprising foils to make the pond liquid-proof. This has also been difficult with heavy transports and difficulties in both getting the building material in place and transporting it afterwards.
    The main object of the present invention is therefore primarily to solve e.g. the above problems in an efficient, easy, safe and cost-effective way.
    Said object is achieved by means of a method according to the present invention, which is mainly characterized in that blocks of expanded polystyrene EPS, so-called oell ~ plastic or other similar cellular plastic material is laid along the longitudinal extension of the LH intended embankment and with the desired height and shape, that the shape is adapted so that the height decreases in the direction of the intended watercourse and that a liquid-tight cover layer is laid over the laid embankment, e.g. and plastic wrap.
    The invention also relates to a device which is suitable for use in carrying out a method according to the invention above.
    Said device is mainly characterized by the so-called Building blocks of expanded polystyrene EPS, cellular plastic or of other similar non-plastic material, and having at least a triangular and / or square cross-sectional shape, and with a good coefficient of friction to maintain the base when erecting them thereon are arranged to form a longitudinal and height extending extending embankment which decreases in height (10) (H) to one side of the embankment and that a plastic foil or other liquid-coated cover layer is arranged to be able to be laid thereon covering at least the upper surface of the formed embankment.
    The invention is described below in the form of a number of preferred embodiments, reference being made to the accompanying drawings, in which Fig. 1 shows a simple building block for grass construction seen in cross section, Fig. 2 shows a schematic example of a built dike with double building height and seen in perspective obliquely from above, Fig. 3 shows a variant of a building block with a double building height, Fig. 4 shows a dike with three times the building height and with the same building block throughout, Fig. 5 shows an example of a built basin with an annular dike, Fig. 6 shows a more detailed water level at such a dike, (_11 Fig. 7 shows the basin with the dike from its low edge and Fig. 8 shows the basin and dike obliquely above ~ from.
    Expanded polystyrene EPS is normally used as insulation material in buildings. The material is also used as basic compensation and as a construction of elevations for roofs such as the formation of gutter valleys and foot gutters in the form of wedges.
    The material is then attached to the roof and then covered with roofing felt. Other similar foam materials can also be used for this. The density of said foam material is normally between 20 and 40 kg / m3 and the property of exhibiting good friction against a subsoil sand layer which is not too even and smooth, such as e.g. beach, grass, asphalt or stone. According to the invention, such cellular plastic material is used for the construction of a dam of embankment and by designing the embankment inclined to the intended watercourse which it is desired to protect against and prevent water from flowing over intended soils or buildings adjacent thereto. If the water level increases too much, a resultant force is obtained from the water masses which rises along the side of the embankment facing the water and which acts to press the embankment harder against the surface on which it stands and rests, thereby increasing its ability to withstand the lateral forces of the water masses. .
    A method for being able to provide a dike 1 according to the present invention for building a dam for protection against water 2, primarily when there is a risk of flooding of watercourses 3, but also when the accident has already occurred and the flood is ongoing, comprises that by means of in height and length 4, 5, 6Bl 7, Block 6, 6A, along the intended embankment l uses support building parts 6, 6A, 7A and a same covering liquid-tight cover 8. 6Bm 7, 7A of expanded polystyrene EPS, so-called cellular plastic or other similar (II cellular plastic material is then laid along the entire longitudinal extension L of the intended desired buildable embankment and with the desired height H and shape F. Furthermore, the shape F is adapted so that the height H decreases in the direction from the embankment 9 towards the intended watercourse 3 and the embankment. lower front portion 10. Over the laid block (s) and the protective wall 1 formed thereby, a liquid-covered cover layer 8 is laid, for example in the form of a plastic foil, gravel, stone or other weights 50 can be laid over said cover layer 8 at the area in front of the front part 10 of the dike to keep down said roof layers when the water 2 rises along the height H of the dike.
    The said embankment 1 is built of a number of 6Bm 7, blocks 6, 6A, 7A which are provided with a square and / or triangular cross-sectional shape. Such square blocks are normally manufactured as standard blocks in the intended mold of a granulate under vapor pressure before any cutting with filament to desired dimensions. The material has closed cells with an air content of as much as 98% and 2% by volume of polystyrene.
    The material is rigid and has low water absorption. It can be manufactured in sheet form up to 1.2 x 3 m. Other similar materials of cellular plastic are suitable for use in carrying out the invention. Normal manageable dimensions of blocks are 50 x 60 x l2G if and can either be used whole or divided diagonally so that you get triangular blocks with a right angle and other angles cza 40 ° and 50 °. the field as needed and the blocks can be easily carried or You can then easily divide the blocks yourself with e.g. a sawmill out is driven on light vehicles to the intended grass construction site 12 without seriously unnecessarily damaging nature.
    Adjoining end edges 13 of blocks, seen laterally 5, the desired curvature and / or angulation of the embankment 1 is achieved by fitting the end edges of the blocks or facing each other at an acute, right or obtuse angle. 29 3G Blocks for achieving an angle or with another desired angle for angling the embankment 1 are formed by facing blocks formed with said angle. Stuffing of the blocks is achieved by interconnecting facing blocks by means of separate coupling elements such as, for example, barbed side fastening elements 14, plastic nails 15, gluing, Velcro, etc. To keep the cover in place, the liquid-tight roof layer 8 can be fastened with by means of nails l6 provided with large head, s, k. ridge bracket nail. Fig. 3 and á show how essentially only blocks 6, 6A, 65, 6Cm with a triangular shape and with a rectangular corner 17 on the blocks have been used.
    Fig. 4 shows the laying pattern with numbered blocks with uniform triangular blocks 6 in order of laying in line 91.
    The order preferably continues in the lateral direction 5.
    An apparatus to be used in carrying out a method according to the invention is comprised of building blocks 6, 6A, 6B 60; 7, 7A, of expanded polystyrene EES, so-called foam or other similar foam material, and having at least a triangular and / or square cross-sectional shape, and having a good coefficient of friction for adhering the substrate 12 when erecting the same thereon. The blocks are arranged to form together a longitudinal wall 1 extending in longitudinal direction 5 and in height 4, which decreases in height H at its attack side, in the direction of the intended watercourse 3, and that a plastic foil 8 or other liquid-tight roof layer is arranged to be laid out on the upper surface ll thereon covering at least the upper surface nos formed embankment l.
    According to the preferred embodiment, building blocks 6 ~ 6C have only a triangular cross-sectional shape with a substantially right angle II.
    As stated above, adjacent building blocks 5 laterally show the desired angle of the intended embankment in a suitable end angle shape and that the same and at least blocks 6 ~ 7B and the interconnecting means and a plastic foil 8 are included in a building system for embankment of watercourses 3.
    The function and nature of the invention should have been understood from what has been said above and with the aid of what is shown in the drawings.
    Advantages of the invention and as partly stated above include: 0 Light, strong and withstands high water levels. 0 Only one module is needed e.g. to build different heights, or to raise the embankment at rising water. 0 Has great friction against the ground so that no extra ground spears or stops are needed. v Can be shaped with simple hand tools, e.g. saw and knife. 0 Builds a little backwards as they do not need to be supported backwards. ß Fits into existing production throughout Europe and the world. ß Small risk of injury for fitters of the dike. 0 Easy to understand how to mount it. n Also easy to transport away after use, and to store.
    The invention is of course not limited to the embodiments described above and shown in the accompanying drawings. Modifications are possible, in particular as regards the nature of the various parts, or by the use of equivalent technology, without departing from the scope of the invention as defined in the claims. As an example of other light material in the blocks can be mentioned expanded polyethylene ~ foam plastic PE, wood e.g. balsa wood, foam rubber, other light rubber, leca material, porous lath material, cement or lightweight concrete.
    权利要求:
    Claims (11)
    [1]
    A method of providing embankment (1) for building a dam against water (2), e.g. in case of risk of or in case of flooding of watercourses (3), by means of in satisfaction ~ and longitudinal (4, GA, ÉBW 7, YA) 5) along the intended embankment (l) building support building ~ parts (6, and overhanging watertight cover (8), characterized in that blocks of expanded polystyrene EPS, so-called foam or other similar foam material are laid out along the longitudinal extension (L) of the intended embankment (1) and with the desired height (H) and shape (F), that the shape (F) be adjusted so that the height (H) decreases in the direction of the intended and that over the laid embankment (1) (8), the watercourse (3) a liquid-tight roof layer is laid, eg a plastic foil.
    [2]
    Method according to claim 1, characterized in that the embankment is built of blocks (6, GA, 6Bm 7, 7A) with square and / or triangular cross-sectional shape. _ Q
    [3]
    Method according to one of Claims 1 to 2, in which abutting end edges (13) (5) and angles by angular adjustment of the blocks or characterized therefrom, of blocks, seen laterally, achieve the desired curvature of the facing end edges (13), characterized
    [4]
    A method according to claim 3, in that blocks (6, 7) for producing an angular ridge or with another desired angle for angling the embankment are formed by blocks facing each other formed with said angle. 20 25 30
    [5]
    Method according to one of the preceding patents, characterized in that facing blocks (6 ~ 7B) are interconnected by means of separate coupling elements, such as, for example, barbed eido fasteners (14), plastic nails (15), gluing, burdock.
    [6]
    6. A method according to any one of the preceding claims, characterized in that the liquid-tight roof provided with a large head, the layer (8) is fastened by means of nails (l fi) g, k, ridge-pan nails.
    [7]
    Method according to one of the preceding claims, characterized in that essentially only blocks (6-GC) with a triangular shape and with a rectangular horn (17) on the blocks are used.
    [8]
    Procedure for providing embankment (1) for the construction of a dam against water (2), e.g. in the event of a risk of or in the event of flooding of watercourses (3), by means of standing structures (4, SA, (3), EBN 7, TA) built in height and length (4, 5) along the intended embankment (1) and overcoating liquid-tight coating characterized in that blocks of light material, such as for example expanded polyethylene foam PE, foam rubber, other light rubber, wood e.g. balsa wood, leca material, porous lightweight material, cement or aerated concrete is laid out along the longitudinal extension (L) of the intended embankment (l) and with the desired height (H) and shape (F), that the shape (F) is adapted so that the height (H) decreases in direction against the intended watercourse (3) and that over the laid embankment (1) a liquid-tight cover layer is laid with a plastic foil.
    [9]
    Device to be used in carrying out a feeding procedure for providing embankment for the construction of a 20 KD dam against water, e.g. in the event of a risk of or in the event of flooding of watercourses, by means of supporting building components and covering liquid-tight cover in height and longitudinal length along the intended embankment, characterized in that building blocks (6, 7B) so-called of expanded polystyrene EPS, cellular plastic or of other similar cellular plastic material or other light material, and having at least a triangular and / or square cross-sectional shape, ooh with a good coefficient of friction for adhering the substrate (12) when arranged thereon are arranged together and height (4} (H) to form a longitudinally extending embankment (1) (1), a plastic foil (8) * ï which decreases in height on one side of the embankment Ci0), and that or some other waterproof cover layer is arranged to be able to is laid thereon covering at least the upper surface of the formed embankment (1).
    [10]
    Device according to Claim 9, characterized in that building blocks (6-6C) have only a triangular cross-sectional shape with a substantially right angle (17).
    [11]
    11. ll. Device according to one of Claims 9 to 10, characterized in that adjacent building blocks laterally (5) have a desired angular shape to the desired angle of the intended embankment (1) and that the same and at least the blocks (6 ~ 7B) and a plastic foil (8 ) interconnecting means (14, 15, 16) are part of a building system for embankment of watercourses (3).
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    同族专利:
    公开号 | 公开日
    SE534899C2|2012-02-07|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    CN103081763A|2013-02-17|2013-05-08|张永忠|Machine for inserting plastic film perpendicularly|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SE0950564A|SE534899C2|2009-07-24|2009-07-24|Wall construction procedure and means for this|SE0950564A| SE534899C2|2009-07-24|2009-07-24|Wall construction procedure and means for this|
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