• 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 to a device for regulation and retention of rainwater (6) and revitalization of soil compaction on slopes with at least one compacted slope layer, which is supported by at least a loose, non-compacted slope layer (1). In the non-compacted slope layer (1) with ground capillaries (62) in the layer line a deep slope trench (4) with rainwater (6) is formed, in which the inverted slope layer (42) is mounted, wherein the lower part of the deep slope trench (4 ) is coupled via the outlet (61) and the bottom capillaries (62) with groundwater (7).
    公开号:AT14339U1
    申请号:TGM50087/2014U
    申请日:2014-06-03
    公开日:2015-08-15
    发明作者:
    申请人:Valo Stefan；
    IPC主号:
    专利说明:

    Description: [0001] The invention relates to a device for regulating and restraining rainwater and for revitalizing soil compaction on slopes according to the preamble of claim 1.
    The invention is particularly applicable in the field of the establishment of facilities for water retention and reclamation of forest slopes.
    [0003] An uncontrolled increase in soil compaction, e.g. of untreated forest roads and access roads leads to the increase of local flooding, whereby the running water can flood villages, communities and small towns, wash away fertile soil from forests, dry out the soil and also cause landslides. So far, various water retention systems are known in nature, based on the construction of water dams that balance the water balance, but subsequently this water is used in agriculture, industry and power generation. The disadvantages of these systems are that they do not solve the problem of water retention in forests, do not effectively prevent soil erosion and also do not prevent the occurrence of floods.
    Another known technical solution is described in Slovak Utility Model No. 5252 entitled "Integrated Technological System for Revitalizing the Climate", wherein a water collection basin is connected to at least one biotechnical water treatment device and / or to at least one technical water treatment device. This is connected on one side with at least one technical Wasserauslaufvor¬richtung, which is connected to at least one technical water absorption device, and which is connected to a second side of at least one technical Wasserabflussvor¬richtung. In addition, it is connected on a third side to at least one technical water evaporator, which is connected to the water collection basin. The disadvantages of this technical solution are a very high technical complexity, high costs for the implementation and non-revitalization of soil compaction.
    Another known technical solution is described in Slovak Utility Model No. 5847 entitled "Flood Protection System with Building Block System". described. Each horizontal block is assigned at least one vertical or oblique block. Each vertical component is provided with a connection support, which is anchored in the horizontal component. In this case, the thrust face of the vertical building block forms the facing side of the vertical building block in the direction of the horizontal building block, or each sloping building block is provided with a connection support which is anchored in the horizontal building block. The thrust area of the oblique building block forms the opposite side of the oblique building block away from the horizontal building block. The disadvantages of this technical solution consist in a very high Tech¬nik- and design effort and in the non-revitalization of soil compaction.
    Another known technical solution is described in Slovak Utility Model No. 5726 entitled "Flood Protection System". described, wherein a portable base plate at its periphery has a built-in air seal. Its size corresponds to the frame, which is located in the opening in an object in which a portable base plate is locked, which is locked by at least two telescopic pins by means of an air seal. The disadvantages of this technical solution consist in the non-revitalization of soil compaction and in its unsuitability for forest roads.
    Another known technical solution is described in Slovak Utility Model No. 5855 entitled "Flood Protection System". described. In this case, in the air-tight and watertight bag Verschlüge and centering belts are discontinued, is filled in the liquid or air with higher pressure when it is atmospheric or hydrostatic and can be closed with a stopper. The plug is attached to a stabilization bag and compensation bag with a valve led out on the bag exterior. With holding side and spring clamps is attached a very long flood protection system. It is under the bag with the help of
    Velcro fasteners and eyelets a safety disc stored and attached, which prevents mechanical damage Sack Sack or a sack on uneven and slippery terrain. The disadvantages of this technical solution are a very high engineering and design effort, a very high price and a non-revitalization of soil compaction.
    Another known technical solution is described in Slovak Utility Model No. 5928, wherein in an airtight, watertight and provided with shelves and Zentrierbän¬dern bag, which is brought by liquid or air to a higher pressure (if it is atmospheric or hydrostatic pressure) and which comprises a closable closure. The pouch is attached to the outside of the bag to a stabilized and compensated bag provided with a vented valve. There are provided a stabilizing cord and spring clips for attaching a very long flood protection system. Positioned beneath the bag is a security pad which may be fastened by means of hook and loop fasteners and auxiliary slings and which prevents mechanical damage or slippage of the bag on uneven and slippery terrain. The disadvantages of this technical solution are too high costs, a high technical and design effort and a non-revitalization of soil compaction.
    Another known technical solution is described in Slovak Utility Model No. 5928 entitled "Flood Protection System". described, wherein bases of rubber and construction elements are interconnected by connecting elements. The connecting elements are formed of three plates joined together by hinges assembled into a triangular section block on the corresponding rubber base. In addition, a metal plate with built-in clamping elements is also arranged on a base made of rubber. The disadvantages of this technical solution consist in a non-revitalization of soil compaction and unfitness for forest roads.
    Another known technical solution is described in Slovak Utility Model No. 230-2011 entitled "Rainwater Regulating and Restraining Equipment and for Revitalizing Soil Concrete on Slopes and Their Embodiment". beschrie¬ben. Their basis is that they are formed with at least one compacted slope layer supported by a loose, non-compacted slope layer according to this technical solution. Its basis is that in at least one compacted slope layer at least one collecting receptacle for rainwater is present, that the collecting receptacle has a sloping, slope-facing surface and an off-slope surface with a Wasserauf-catching surface, which is located above the slope layer. Between the surfaces there is formed a drainage drainage floor which has at least one outlet for the rainwater into the groundwater. The disadvantage of this technical solution is that it does not use the underground hair vessels (capillaries).
    Another known solution is disclosed in Czech Patent No. 297 401 entitled "Flood Barrier". described, being used between vertical stabilization columns in vertika¬ler direction flood plates. In a reinforced concrete base plate, vertical stabilizing columns and a landing threshold are employed, with a flexible horizontal sealing strip with profiled grooves being attached to the lower edge of each high water plate, self-locking a horizontal sealing strip to the flood plate. In this case, between the stabilizing column and the link of the adjacent flood plates on the stabilizing column a pressure bar with a flexible vertical sealing strip attached. The flood plates are attached to the stabilizing columns by means of brackets hindurchge¬hen with their arms through the mounting holes of the adjacent flood plates. The disadvantages of this technical solution are the high costs of implementation, non-revitalization of soil compaction and unfitness for forest roads.
    It is an object of the invention to eliminate the mentioned disadvantages of the known devices.
    The stated object is solved by the features of claim 1.
    This is achieved according to the invention in that the apparatus for regulating and retaining rainwater and for revitalizing soil compaction on slopes with at least one compacted slope layer supported by a loose, non-compacted hanger layer in the loose slope layer with the ground capillaries in the ground Layer at least one deep slope opening forms with rainwater, in which the inverted Hang¬schicht is stored, the lower part of the deep slope opening is coupled via the spout and the ground capillaries with the groundwater.
    It is advantageous that at least one edge of the low slope opening at least one opening foil is attached.
    It is advantageous that on the loose slope layer at least one inclined Hang¬schicht is formed with the slope notch, in the lower part of which at least one notch trench is stored with the rainwater, which is coupled through its outlet and the ground capillaries with the groundwater , In this case, a soil compaction layer is formed behind the notch trench, in which at least one collecting receptacle is formed with the rainwater, which is coupled by the spout and the ground capillaries with the groundwater. At least one hill layer is formed behind the collecting receptacle from the side behind which at least one lateral layer is formed.
    It is advantageous that behind at least one collecting receptacle with the rain water is formed a trench side wall of the end face.
    The invention will be explained with reference to exemplary embodiments in conjunction with drawings closer.
    FIG. 1 is a schematic representation of a compacted slope layer with a deep slope. FIG
    Hanggraben, Fig. 2 is a schematic representation of the side view of the profile of a compacted
    Slope layer with rainwater pickups and a sloped hanging surface, Figure 3 is a schematic representation of a compacted slope layer with a deep slope
    [0023] FIG. 4 shows a schematic representation of the front view of the profile of a compacted slope layer with collecting receptacles for rainwater, and [0024] FIG. 5 shows a schematic representation of the side view of the profile of a compacted section
    Slope layer with rainwater collecting receptacles and two inclined hanging areas. EXAMPLE NO. [0025] A device for regulating and restraining rainwater and for revitalizing soil compaction on slopes according to FIG. 1 from a non-compacted slope layer 1 through which the surface has been drained.
    In the non-compacted slope layer 1, a deep slope trench 4 having a width of 1.2 m and a depth of 3 m is formed in the layer line, in which the inverted slope layer 42 is supported, interrupting the bottom capillaries 62. The deep slope trench 4 secures the infiltration of the rainwater 6 into the groundwater 7 via the outlet 61 and the bottom capillaries 62. An opening foil 41 is secured on one flank of the deep slope trench 4, which ensures tightness against rainwater 6. In the non-compacted slope layer 1, furthermore, an artificially inclined slope surface 3 and a compacted slope layer 2 are formed which form a path. EXAMPLE NO. 2 A device for regulation and retention of rainwater and for Revitali¬sierung of soil compaction on slopes of Fig. 2, which is formed by a non-compacted Hängeschicht 1.
    In the non-compacted slope layer 1, an inclined slope surface is formed with a slope notch 31 through which the slope layer having a depth of 100 cm is dug and intended for interrupting the bottom capillaries 62. On the lower part of the slope notch 31, a notch trench 9 with the recessed slope layer is stored, which is intended for detecting the rainwater 6 from the bottom capillaries 62. The trench 9 ensures the infiltration of rainwater 6 into the groundwater 7 via the outlet 61 and the bottom capillaries 62. A soil compaction layer 2 is formed behind the trench 9. A collecting receptacle 5 is further formed in the soil compacting layer 2, which ensures the infiltration of the rainwater 6 via the outlet 61 and the bottom capillaries 62 into the groundwater 7. 3, a trench side wall 21 with a width of 50 cm is formed, which serves to secure an overflow of the rainwater 6 behind the end face of the collecting receptacle 5 according to FIG. A flank of the collecting receptacle 5 according to FIG. 4 is provided with a hill surface 8, which is designed as a mountain. Behind the hill surface 8, a slope side surface 22 having a width of 50 cm is formed. EXAMPLE NO. 3 A device for regulating and retaining rainwater and for revitalizing soil compaction on slopes according to FIG. 2, which is formed by a non-compacted hanging layer 1.
    In the non-compacted slope layer 1, two inclined slope surfaces 3 are formed with a slope notch 31, through which the slope layer is dug with a depth of 100 cm, which is intended to interrupt the soil capillaries 62. On the lower part of the slope notch 31, the notch trench 9 is supported with the reverse slope layer determined to catch rainwater 6 from the bottom capillaries 62. The notch trench 9 ensures the waterproofing of the rainwater 6 via the outlet 61 and the bottom capillaries 62 into the groundwater 7. Behind the notch trench 9, a soil compaction layer 2 is formed. In the soil compacting layer 2, a collecting receptacle 5 is further formed, which seals the infiltration of the fresh water 6 into the groundwater 7 via the outlet 61 and the bottom capillaries 62. Behind one of the flanks of the collecting receptacle 5, a hill surface 8 is formed as a mountain.
    The device for regulating and restraining rainwater and for revitalizing soil compaction on slopes can be used to prevent soil erosion, increase the water retention capacity of the ground cover during rainfall, significantly slow down the drainage of rainwater from the ground cover, the groundwater thus revitalizing the hydrological regime of forests and creating new small water sources. It can also be used to protect against drought, fire and flood, to restore biodiversity, to stabilize the climate and to mitigate weather fluctuations. In addition to soil and groundwater enrichment, it is believed that there will be more consistent rainfall. The application of the invention shifts the focus of flood protection from protection against high water to preventive measures for protection against flooding and also to protection against drought with precautionary measures in the event of drought on preventive measures to protect against drought, thus preserving the forest areas in good condition, to larger amounts of precipitation to cope with and secure sufficient water sources in the country. The application of the invention offers the area the opportunity to fulfill its natural functions in the distribution of rainwater anew.
    权利要求:
    Claims (5)
    [1]
    Claims 1. An apparatus for regulating and retaining rainwater (6) and revitalizing soil compactors on slopes with at least one compacted slope layer supported by at least one loose, non-compacted slope layer (1), characterized in that in the non-compacted slope layer (1) Soil capillaries (62) in the layer line a deep slope trench (4) with rainwater (6) is formed, in which the inverted slope layer (42) is mounted, wherein the lower part of the deep slope trench (4) via the spout (61) and the bottom capillaries (62) is coupled to groundwater (7).
    [2]
    2. A device for regulating and retaining rainwater (6) and revitalization of soil compaction on slopes according to claim 1, characterized in that on at least one flank of the deep slope trench (4) at least one film (42) is fastened.
    [3]
    Device for regulating and retaining rainwater (6) and revitalization of soil compaction on slopes according to claims 1 and 2, characterized in that on the non-compacted slope layer (1) at least one inclined slope surface (3) is formed with a slope notch (31), in the lower part of which at least one notch trench (9) is mounted with rainwater (6) which is coupled via the outlet (61) and the bottom capillaries (62) to the groundwater (7), that behind the notch trench (9) a Bodenverdicht¬ layer ( 2) is formed, in which at least one collecting receptacle (5) with rainwater (6) is formed, which is coupled through the outlet (61) and the bottom capillaries (62) with the groundwater (7), behind which of the flank at least one hill surface (8) is formed.
    [4]
    4. A device for regulating and restraining rainwater (6) and revitalization of soil compaction on slopes according to claim 1 to 3, characterized in that behind the collecting receptacle (5) with rainwater (6) on the front side a Graben¬ side wall (21) is placed , For this
    [5]
    5 sheets of drawings
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    同族专利:
    公开号 | 公开日
    FR3006343B3|2015-08-21|
    PL407761A1|2014-12-08|
    PL229932B1|2018-09-28|
    DE202013104256U1|2013-10-07|
    CZ26113U1|2013-11-18|
    UA87219U|2014-01-27|
    SK6839Y1|2014-08-05|
    HU4418U|2014-08-28|
    RO201400009U1|2015-01-30|
    SK1002013U1|2014-01-08|
    FR3006343A3|2014-12-05|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE202012011918U1|2011-12-14|2013-01-14|Stefan Valo|Apparatus for regulating and retaining rainwater and for revitalizing soil compaction on slopes|
    CZ297401B6|2003-01-07|2006-12-13|Flood-preventing barrier|
    SK5252Y1|2007-09-17|2009-09-07|Hydrofin A S|Integrated technological system for climate sanitation|
    SK5726Y1|2009-10-12|2011-04-05|Jap Jacina S R O|Flood protection barrier|
    SK5847Y1|2010-08-24|2011-10-04|Soos Lubomir|Modular structure of flood barriers|
    SK5855Y1|2010-08-27|2011-10-04|Pavol Figura|Flood barrier|
    SK5928Y1|2011-01-26|2011-11-04|Lorand Klokner|Flood barrier|SK6834Y1|2013-06-20|2014-07-02|Valo Stefan|Regulating system of ground water levels|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SK100-2013U|SK6839Y1|2013-06-04|2013-06-04|System to rainwater retention and revitalization of compacted soil on the slope|
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