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    • 专利摘要:
    Pipework consisting of rigid or flexible parts that can be located over lengths above, on, through or below ground level and can thereby adapt to have an effect according to the invention in the urban dry and wet infrastructure, including in tunnels, sewer systems or waterways to move or absorb liquids in horizontal, inclined or vertical position and to move them in selected directions by means of a slope or with pumping force and whereby the pipework as a body in the public space can be a partition wall to keep water back or through to be supplied or discharged by means of the passages, in order to mix and separate liquids both inside and outside the pipework, whereby the throughput speed and the diameter of the pipework can be determined per location and whereby liquids can be used for irrigation or evaporation offered or issued from and through the egg properties of the piping including the parts facing the open space or facilities intended for delivery or facilities suitable for evaporation whereby the piping can be interrupted and closed with mechanical parts provided with piping according to examples shown in the invention and where the piping can be provided with valves, valves, slides or can be equipped with adjustable in, out or throughs in conjunction with cylindrical core pipes provided with channels surrounded by permeable fabrics and where the pipe work can encircle objects to form inner or outer areas to have the properties including cross passages , provided with closing means, to provide water safety.
    公开号:NL1043729A
    申请号:NL1043729
    申请日:2020-07-14
    公开日:2021-02-03
    发明作者:Elizabeth Rijlaarsdam Cornelis
    申请人:Elizabeth Rijlaarsdam Cornelis；
    IPC主号:
    专利说明:

    Title Rijmaealgam
    BACKGROUND OF THE INVENTION As a result of the kinast change, we see an increase in ds farmhouse rainfall in sometimes also lesser weather, increased shore level including sea level, resulting in massive flooding.
    Quays, banks, dikes and coastlines in the built environment offer insufficient water resistance and in many cases cannot simply be raised.
    Experts point to a further increase in the aforementioned roller rover load. Another consequence of climate change is the increasing dry periods with rising temperatures that lead to more urban overhang.
    The previous invention relates to a pipework that provides relief for the above history problems by means of, among other things, the direct reversibility of the flow direction within the pipework. types of leakage works are known, such as waterworks and wesronder pipes that are designed for irrigation in agriculture and horticulture, piping works such as fire hoses, drains, rainwashing drains and drainage works in the chemical industry, sardolis processing and natural gas extraction.
    However, these pipelines consider the properties that are characteristic of the present invention, wax rounder in particular the direct reversibility of the feeding direction in which 0.2% of the aboveground wall can be created. This can serve as a dividing wall and as a water barrier, whereby the invention is equipped to protect wall pelts on both sides. regulate, increase or decrease.
    Due to its location, the invention will also be applicable as an enclosing, surrounding body with which a site can be enclosed and protected against high water, including the protection of tunnel entrances or objscien in the broad sense. The invention is designed to transport rainwater from the enclosed area to the bubonic side in a lateral direction. The invention can also provide walter with the same installations, for example for irrigation but also, in particular, to provide illumination - through evaporation - of urban heating and protection. to people, animals and vital objects.
    According to the following descriptions, the invention can also work with methods that are not known from the previously mentioned generally known types of flood defenses.
    The pipework can be located above danwsl on ground level, but also partly by sn below ground level in burrows, such as tunnels, but can also be plasisted in surface water such as waterways including rivers, in canals, in canals and in pipes including through an own pipework within a rigling pipe without hindering this pipe in its activity, The pipework can be built up from, for example, prefabricated concrete blocks or as a form of collapsible pipes and, where required, can be made up of lexible cloth-like materials, but also of rectangular tubing are semenged for mounting along walls.
    Flood defenses per se are known in many guilds, see, among others, applicant's previous patent applications WO 01/071099, WO 2006/082383, WO 20117158146 and WO 2012/188877.
    In general, these systems have to be brought into the working position and have the property of turning from one direction to the other with an exclusive horizontal water-retaining effect.
    This can be disadvantageous because climate change has resulted in an ever-broader range of flooding and ovendoediy regenwal tolls, with the possible displacement within an area as a result of varying terrain heights and the water will flow to a lowest point, as is known. so! absorb incoming water as run-off water and dispose of to 0.4. surface water or waterways, underground and aboveground storage facilities and daamsast simultaneously function as a flood defense in a flooding area. The invention can also regulate divergent water levels on both sides of the above-ground body, whereby the availability of several pipes can separate flood water from chemically polluted, or, for example, from dirty sewage water. There is a need for an adjustable pipework which can also serve as a retaining body and thereby act as a water supply system and which is additionally provided with means with which the operation can be reversed to a walter attacking device. Such a system has a great deal! importance in the fact that nothing is necessary to prevent flooding! Immediately to be limited, particularly under mosiijk and sometimes stormy weather conditions, In addition, the invention can also supply water daily and immediately to irrigate nature in the event of drought and to moderate urban heating by means of water supply to, among other things, the own structures of the pipework with which gene evaporation is defective. to gain. Examples of said structures, including dispensing, algae and injection means, are shown in the following drawings and illustrated.
    There is a need for piping that could encompass areas to provide security to people, including home services with food and potable water, as well as for animals, for vital objects including infrastructure, to the energy and chemical sector, the environment to use. to provide adequate protection against various forms of flooding or drought and excessive urban overgrowth.
    There is a need for a pipework of which the drainage capacity can be dimensioned as required and the supply or discharge capacity can also be increased in the long term compared to the surrounding inflow or outlets, including those of sewers and open water.
    SUMMARY OF THE INVENTION The invention provides a pipework that is suitable for extending over core but also over great distances and can be placed both above and below ground level, if necessary! in underground spaces there are passageways in an active, in use and filled pipes or in a passive, empty state where this empty slab can be placed as a flat hose or be located in the environment where this pie shape offers the great advantage of being mainly leave this environment free, such as in waterways or passages including sewer pipes and tunnels.
    The pipework is provided with both longitudinal and transverse passages, whereby these passages can be designed for operation in several directions, and can be partly reversible in the feeding direction for both incoming and outgoing passages, and in addition can be provided with mutually upward or downward connections. such as passage with handlebars or connecting means such as mechanical shavings or dabbing and where necessary are provided with pumps.
    The Jeuing work can be used both above its underground and meds in urban landscapes and canals in the urban environment and in the surrounding areas, particularly along quays near open water, including coastal lines, harbors and along rivers. chief deacons can fulfill precisely through the connection of the owl and sleeping inslalations.
    The invention is also adapted to the reversal of the flow direction for the discharge, but also for the supply of walter from possibly different sources and in different qualities. In addition, the pipework can immediately work on the area encircled by the pipework itself in order to keep objects or areas as dry as possible {already at the start but also during rainfall}, whereby the surrounding spaces or areas can also be city districts. possibility to create water as a partition wall or to have it relocated in the transverse structure by means of mechanically driven flow to another network of pipes or to the other side of the dividing wall, possibly with the aid of pumps whereby these pumps can be part of the pipework or to be able to make use of temporarily deployable aids such as pumps,
    The invention provides for a construction of the pipework with elements that can be stackable, whereby the contour of the elements can bisden a passage during stacking for, in particular, vices according to the examples as shown in the accompanying drawings. These passages can be connected to each other horizontally, inclined or vertically and can optionally be mutually closable by means of closing means.
    Pipework can also be used on site as a body in, for example, bston, where a valve or a slide system can be integrated.The pipework can consist of several channels that can be independently adjustable from each other, temporarily but also independently able to serve and optionally {events! remotely) can be converted from a rest position to a discharge position or a supply position, whereby the pipework can serve as a body as a container for a basin that is tied to the open air for water, both over short and long distances.
    The pipework can be a support for slender dike-shaped bodies for green areas where the pipework can supply water for irrigation as well as for evaporation. the invention in conjunction with the descriptions of this application.
    The invention is also envisaged to be fitted into an urban environment and will partly be able to obtain widely divergent designs both above, on, in and below ground level, whereby the piping may be part of other plastics, including water-retaining or water-containing systems such as sewerage houses. city canals, rivers, harbors, gutters and other systems with which liquids can be kept or moved.
    The invention is also provided with means to retain water or to move it to locations where water has been requested for cooling, to mitigate the urban hustle and bustle, but also for nourishment purposes where also an effect by means of evaporation if cooling can be achieved,
    The invention can be realized in a combination of, but not exclusively, rigid or flexible materials, wherein the dimensions, in particular the cross-sections of the passages, can be adjustable and mutually different with transitions and variable diameters.
    The invention is / are in no way limited to the embodiments shown and described in the drawings and description. The above description is included to illustrate the operation of preferred embodiments of the invention, and not to limit the scope of the invention. Based on the foregoing explanation, those skilled in the art will be aware of many variations which fall within the spirit and scope of the present invention.
    Variations are possible of the parts shown in the drawings and described in the description. They can be used separately in different designs of the inventions. Parts of various examples given can be combined with each other.
    BRIEF DESCRIPTION OF THE DRAWINGS The invention will be elucidated on the basis of exemplary pigeon ring shown in the accompanying drawings. Shown in: Figure 1, a possible design of a pipework provided with passages which are formed by stacking at least one or several possibly differently designed elements together forming an insulation work according to the invention.
    Figure 2, figure 2, and pipework of which the passages have mutual, closable, passage and, where desired, these passages cooperate with neighboring notification works, Figure 3, and pipework of which sections can be closed by means of slides, Figure 4, and possible implementation of a pipework wherein the pipework 1 is lined with concrete poured into the work.
    Figure 5, a possible construction of a pipework in which the pipework 1 is surrounded by an earthen wall.
    Figure 8, which can be used in the case of differences in ground surface, in particular in city districts and near objects, to serve as a temporary collection point ie for excess water, whereby this water can be absorbed and let through by the placement of the pipework, Figure 7, shows the pipework 1 which provides for the supply of bi-preferable farms, mainly, but not exclusively, water for flooding purposes such as for green areas but life for the large distribution of water on roofs, as well as to vertically placed panels on, for example, structures, for evaporation so that moderation of the urban heating is promoted. Figure 7a shows how a roof top roof can be arranged to obtain improved evaporation of water.
    Figure 7b shows the pipework 1 as an evaporator, wherein the jacket is optionally provided locally with gases or air or water vapor permeable materials and water vapor generated within the frame can be distributed to cool the environment.
    Figures 8 and B show parts of the pipework 1 in a flaxibals outfitting ring with a characteristic compact design in passive and active positions, both operating in two directions.
    Figures 8a and Sa show examples of installation of the flexible pipe, Figure Ba on the basis of a hose, Figure 9a on the basis of the suspension of a sheet, Figure 9b shows the formation of a pipe work 1 resulting from the method of making an inner liner. to be brought into an existing ring or tube-like washers where a separate compartment is created, | Figures 10, 10a and 11 show the pipework 1 that can be placed in the open water as a supply or discharge, and can also be used as an inflatable water barrier with cooperative settlement against the quay wall.
    Figures 12 and 13 show sen Tsxibsie des! of the pipework 1 where this part performs mschanic tasks,
    Figures 14, 14a, 14b, 14c and 15 show the pipework 1 in which viosants are fed into the subsoil in a controlled manner. Figures 16 and 17 show an interruption of the above-ground part of the piping work up to mill field height, with in particular a passage for ends.
    DETAILED DESCRIPTION OF THE DRAWINGS Figure 1 Figure 1 shows a cross-section of the invention that aims to bend in the openable space opening pipework 1 with an assembly of passages or cavities 2. This embodiment serves as an example in which the piping is built up from prefabricated parts in among others, concrete. By stacking the parts such as 1a, 1b and 10, the element 1 can be an easily variable pipework with mainly but not exclusively passages in the longitudinal direction, 12 is a side view of the slurry 1 wherein 11 can be arranged as a seal In, for example, rubber. partly to stabilize the set-up. Recess 8 allows the construction elements of the piping 1 to be raised by means of tie rods. The prefabricated parts 1 make the piping suitable, among other things, for regular maintenance, for adjustments, for connection to other pipes with other tasks, but also for changes in the long term, for expansion. in number of passages, in volume and the adaptability of supply and discharge pipes for connections desired in addition to the longitudinal direction. This method of construction, by means of stacking elements, provides access for maintenance and adjustment. The bilge change requires magnetic regulation according to the invention and will require adjustments to the changing circumstances. The pipework 1 can be placed above ground, on the ground level 4 as well as partly in the ground level da or toll at the top edge 3a In the ground level, The piping 1 is not conditionally placed horizontally for a slope and can cut through higher areas as shown in figure
    8. In addition, the pipework 1 in the implementation can be adapted by using other materials to be suitable for application in underground holdings, such as in tunnels, in basements, in drainage channels including sewer pipes, also along quays of urban Waal courses where the piping 1 in flexible material can be performed with functions according to one of the accompanying figures. The pipework can also perform mechanical tasks according to figures 10a, 12 and 13.
    The pipework 1 contains at least one passage 2 for liquids, but not all water. DR can be relatively clean water such as rainwater but also flood water. In the case of waste water, including sewage water or chemically polluted water, but also salt water for mixing, or with a discharge joint according to the description in drawings 14, 14a, -b, - ¢ and drawing 15, where multiple passages are available. dimension necessary for the locate. Also, compressed air can be used for the operation as shown in Figures 102, 12 and 13.
    The pipework 1 is designed to make the direction of flow reversible, so that the entire system is suitable for both intake and passage of liquids from any designated location in the vicinity, but can also be used for the supply of, for example, fresh water as well as salt water whereby mixing of the water salty and salt water can be dosed by pumping or by means of temporary storage in buffer cellars and, where necessary, by diverging diameters of the pipe work ° 1. The pipe work 1 has mainly, but not exclusively, longitudinal passages 2 with the possibility of photo connections to pipe work that do not directly lead to the pipework 1 behorsn including 0.8. nool pipes and canals, The lelding work 1 can also be carried out with an element facing the open hold, which offers the possibility! via a.o.
    to supply overflows with water for the fertilization of greenery along lengths, including great lengths, according to figure 7.
    The element You offer the passage or the holls 2a and an adapted contour 2b, 2 ¢ or 2d in the longitudinal direction. At least one side edge can have notches 3b, 3c or 3d, each of which can have a connection to 2h, do or 2d.
    The pipework 1 according to figure 1 can consist of various materials, including reward mixtures, plastics, both in hard and in flexible form, of different metals, such as round or rectangular pipes and a pair of pipes in continuous dimensions. The pipe work 1 can be a partition or a roller barrier.
    This dividing wall is suitable for surrounding objects or areas including city districts, but also for forming a connecting link in the infrastructure, looping landscape areas such as heights and lows, as well as connecting to or between structures. The pipework 1 can create an outer space 5 and form an inner space Sa urinated on or included in the ground level 4a.
    Figure 2 The description of figure 2 concerns an example of the pipework 1 of which the passages 2 are interconnected by means of connecting channels or passages 7 whereby these connections 7 can be closable possibly controlled by the pressure of the liquids and can cooperate with surrounding piping works, possibly from third parties, whereby the non-return valves 9 can have at least one stop Sa or 8b at their disposal in order to be able to send synthetic substances in several directions to the desired passage or direction.
    The passages 10a or 10b can be easily connected via the passages 7 to 2p, whereby the quantity of liquids supplied via 10a or 10b can be greater than the passage 2p can handle over the length. In that case, the non-return valve 8 with seat 83 can be pushed up so that Some of the liquids can be provided through passage 2g discharge. In case of drought and heat, it is possible to supply freshwater via passage 10s and saltwalsr via passage 105 to be mixed in channels 2p and 2g and then transported as brackish water to select locales and delivered. the water, additionally from the inner area Sc, press the valve 8 towards the stop 93, whereby the water can be discharged via 2p to the outer area 5 or to an open space elsewhere where collection is available.
    10- The recoil notch 10 may be in a passive position allowing any overflow water in passage 2r to be discharged to passage 29 and then to basin 12. This basin 1c may have overflow 19 towards the outer area Sb allowing overflow water. overflow over a location designated in the length of the pipework. Figure 7 shows in which way the element 1c can be arranged as a basin to distribute water from the basin according to figure 2 over the length of time in order to effect flooding of the surrounding flora and evaporation. The combination according to figure 2 is expressly tospa hair for moving liquids in the longitudinal direction, in particular water, in several directions, with mainly a supply or a discharge direction. In figure 7a it is shown how the basin 1 can be arranged as part of the pipework to promote evaporation of walter in order to obtain cooling.
    Figure 3 Description of Figure 3 where sections of the longitudinal pipework 1 can be closed by mechanical means including sliders 12, while maintaining tasks per area such as the partition wall in circling. In addition, the use of pumping equipment in combination with the passage of the water level can be adjustable on both sides Sen ba.
    This can be important under various circumstances around a water level in urban areas that exceed the chosen level to be protected. By making parts of the pipework passive, the other sections through the pipework can remain operable when necessary.If an urban area is protected by means of the Isiding work, it will not be possible to build everywhere at the same ground level. hehosve of the infrastructure, prepared according to drawings 18 and 17, make an interruption desirable. The infrastructure in urban areas that are higher up can be accessible again or put into use again.
    Sections of the pipework can be closed off, as an example shown in Fig. 3, by means of a slide that can be operated manually or mechanically remotely in vertical direction. In the event of a threat of flooding, the authorities want to be able to take measures whereby the urban infrastructure is available as long as possible DIJF, if only for the emergency services.
    It is also important, for example, to only be able to use the basin 1e in case the pipework intersects the ground and the element 4e must remain in use at ground level 4a or 4b. The slide 12 has parts 12a and 12b which can be slid in front of the passages 2 in order to seal the end sides of the pipework at roads and railroad passages. In order to activate the pipework 1 as a partition wall, the pump housing 11 can absorb, for example, chemically contaminated or effluent sewage water by means of the passages 10 and 10a and discharge it via the passage 2.
    Description of figure 4 This shows an example of the pipework 1 that is lined with in-situ concrete up to wall 13, possibly as a retaining wall, within which passages 2 are offered in the longitudinal direction and which can be connected to or discharge pipes 14 several including right-angled directions or directions facing the ground 102.
    DE may be necessary to supply, as a precondition, salt water and fresh water from different directions, feed it to a possible underground reservoir 10a ie and then pump the mixture as brackish water in the longitudinal direction or the transverse direction 10b of the pipework to prepare cooling water for cooling water. the built-up area or brackish water for irrigation of, for example, quail vegetables owl the see culture, The throughput 10b is thereby independent of eg high water 8b. The pipework 1 can also serve as a partition wall, whereby the fixed height should remain as saw as possible for several reasons, but must be able to offer higher wet safety in case of continuous high water 8b, Hst already pre-assembled pansel 17 Is rotatably attached to mounting plate 15 and can be erected with tension straps. hold the panel 17 in zen positions.
    These tensioning straps have a stop which seals the mutual intermediate seams of the panes over the height of these panels 17 and has a stiff desl towards the rear engagement pan with which the panels 17 are braced so that a hydraulic construction is formed.
    Figure 5.
    This shows an example of the pipework 1 with passages 2 that is either surrounded on both sides by an earthen wall or a plate-shaped construction as container 18 with 18a as connection that offers space for soil Lh planting 19. A possible embodiment as a wall envisages a minimum of to cover ground surface area, whereby the maximum space is then high! area offers to plant 18 with possibly ample irrigation via the slant 10, the passage or goo! 2a can supply water dosed which, in addition to watering by means of evaporation, will have a moderating effect on the discharge of urban hile. An earthen wall 18 will be able to soften and break out at high water 8 (partly due to waves). An upholstery cover will be used to cover this risk.
    A second method is to enclose the pipework 1 with sheet metal 18, whereby the clearances to be chosen between the pipework 1 and the panes 18 can be filled with earth, e.g. planting 18. Through a pattern of notches and bay depths 2b, 2 ¢ and 2d according to Figure 7, water can flow out from 2a via the top edges 3a. With pipework 1 According to figure 5, is as a wall-building facility that contributes! urban greening with landscape values.
    With the supply and discharge capacities of the pipework 1, a safe environment for people and nature in a broad sense will be available in several areas and will be pros! the sustainability of the urban environment is also served.
    Figure 8 Figure 6 shows the pipework 1 which, in case of height differences in ground level 4 in, for example, urban districts and around objects, can serve as a partition between area 5 and Sa at high water, whereby area 5 can function as a temporary shelter on the shore by means of the operation of the pipework 1, from this inner area Sa, to discharge water in order to lower the Waalpsil in Sa.
    In the event of sudden heavy rainfall, there is little or no opportunity to take measures of a temporary nature, such as silencing temporary flood defenses, too many to prevent flooding. the flood water was pure! to absorb, whereby the given height differences in the urban area, the run-off of rainwater to a lower pund of the ground surface can temporarily serve as buffer zones.
    if there are useful zones, these can be set up with the invention to collect and process the water that has flowed in.
    Additional buffers may be required such as parks, ditches along roads, parking cellars, lowered parking lots, city canals, etc.
    if there is no level difference available as a collection point, street gullies 82a, possibly provided with pumps, will provide a direct discharge to the pipework according to drawings S and 9 within an existing sewer line 83.
    If there is no sewer suitable for drainage, then the pipework 1 will deploy the passages 2 which, provided with pumps 81a and valves 8, can transport the water to open water or drain it! outside area. The pipework can comprise a space by placing it in various directions.
    Figure 7 The pipework 1 according to figure 7 also provides for the supply of water quantities at the forefront of dosing bars, mainly, but not exclusively, for the purpose of watering up dosages such as for green areas but also for the large-scale supply of water on roofs, as well as to panels, for evaporation so that moderation of urban housing is promoted. Mechanical spraying devices are known to spread water in the open air and of which the place where the water falls is directly determined by, among other things, wind. water flows out. With some pre-pressure (high siding wall pressure) the water is displaced over a distance and released. The pipework according to the invention is aimed at the supply of large farms of water, whereby this pipework is arranged to provide this water at the designated location dosable over lengths and at surfaces including pipework to panels. and, where desired, allow or mix the zoology with salt water as required and, of great importance, take back the amount of water that has not been flowed out, to circulate it within a local application for evaporation or to supply it elsewhere,
    Subsequently, as an example, salt water can be mixed with fresh water, which can be important for those areas where a lot of koslwal is required but zostwal is scarce or must be supplied from elsewhere at a cost.
    The invention therefore offers the possibility of krilic plaais and cool danwe! irrigation water supplies meat parts salt water, salt water is preferred Lun, bacteriogical risks including legionella contamination If the water vapor or water mist of fresh water is possibly contaminated and could be inhaled by humans.
    In addition, the mixing of zost- and zoulwaler can contribute to the development of agricultural cultures on brackish soils. of mixed water make such oils possible or promote.
    With reference to the numbering In Figure 7 the invention will be described according to the features, Figure 7 shows a side view of the basin or trough-shaped conduit 10 facing the open space as well as the edges of this basin 3a. This edge 3a has notches along lengths including 3b, 3e, 3d, etc. of various widths and depths with a selected variable spacing 3h, 21, 3), etc.
    Because of this it is possible to reduce the outflow of water for 0.3. Determine fertilization 1e and under circumstances abundantly available for evaporation where required. This concerns an optimal provision of the pipework 1 because the evaporation of water, with cooling as a co-merit, offers the liberation! of hey! public green, If effective evaporation of the supplied water is important, life will, in addition to the width of the basin, determine the diameter or the depth of the basin 1x the capacity and the distribution of the water over lengths. This measure is large! This is important because the onion flow depletes the supply, so that the level in the basin 1c is lowered and the flow of onion cannot be regulated by itself and parts of the irrigated area receive little or no water.
    By making the bottom in the basin 1 ¢ increasingly shallower over length according to, for example, 2d, 2 ¢, and 2b, outflow over a greater distance can be absorbed. to ensure the pipework 1 for news inflow of water.
    The scale on which the invention of application is a distinctive feature. The invention also provides for the supply of water to roofs of buildings, if required, the dosability according to figure 7, with the aim of providing the panels 71 with water via piping 1 and not consumed des! to be fed sf again via shelter 72.
    The latter is important because contamination of water and pipework could possibly occur.
    The panels 71 are suitable, yet silent, for mounting on facades, but also in for instance patios, in courtyards or near openings in the side walls of car parks.
    These panels 71 are designed to retain the water and only release it for evaporation without the supplied walter being undesirable due to sweat leakage, ie wind pressures! is distributed outside or separately from the hall panes. Application of decanters make it possible to keep the water inside the panes' casing! while ensuring maximum water delivery.
    In the circle 3k of figure 7, the maximum volume of the shore supply via a valve, including a vertical valve, can supply water to part 1. With water inside pansel 71, the (open) space is released due to prevailing, possibly high temperatures such as due to solar radiation, by wind and under inviged from, among other things, the dry cough in the immediate vicinity.
    The pans are composed in such a way that water will not fall off undesirably, but excess water is returned to the pipework via the gutter 72 at the bottom.
    Hat panes! 71 ordered a water-permeable core of fibers that provide water to the air on the open side. Insofar as the water is not absorbed by the surrounding air for evaporation, it will collect by gravity to the core of the fiber package and to a lower part of the body. ! of the vazel package and then ensure that the lower parts on the open side are moistened.
    The fibers in the fiber package extend horizontally but upwardly towards the closed side of the panel 71 in a hanging manner. As a result, the excess water can collect in that direction and sink to the underlying gutter 72 and be fed back into the pipework 1. When using the brackish water according to this invention, minerals may eventually remain in the fiber package during the evaporation process. The fiber package can be easily replaced.
    Figure 7a The pipework 1 according to figure 7a provides an element 1c that offers a passage or a collection 2a for water 75, possibly in an elaborate composition including brackish water. In this embodiment, the element 1e is designed to retain water and promote evaporation. . This can be used both in public spaces, including on roofs of buildings, but also in enclosed spaces. The basin 10 is provided with plate-shaped uprights 73 which can absorb sunlight to heat the water present and make it evaporate more quickly.
    The effect is enhanced by the surface area enlargement 73 obtained.
    The plate-shaped curbs can, among other things, be joined together with permeable, fiber-rich material! good wicking effect carried out in a dark color.
    z5 The remaining water, with possible rainwater, can be returned to the pipework via the overflow 3a or 1g via the return pipe. It must be taken into account that the excess water may have a higher salinity than during delivery. The stony portions 74 may be of a brittle material such as lava and have an open structure to absorb water and promote deposition of the potentially occurring salt.
    The rock 74 can serve as weighting of the plate-shaped parts 73. The surface area for element 10 is limited, for whatever reason! then sprosiers 78 can contribute to the target, Figure 7b. The pipework 1, with passage 2, can also be implemented according to an example according to Figure 7b, which, for example, as a vertically placed flat box-like construction can be partly provided therein with air or vapor-permeable walls, including mesh, mainly side walls 753.
    The passage 2 can accommodate a number of plastic strips or carriers 705 disposed in water according to figure 7b. waler absorbent material including wesissi or knitted fabric with an SD print duration, optionally can be arranged on the top or on the front side as well as on the bottom or on the back side for the purpose of water over the surfaces of the strips 7b5 or gold-shaped strips 7b8 or along prongs or kept in caves or spread and thereby promote evaporation and this water vapor is allowed to evaporate, so that heat is withdrawn from the environment with cooling as a result.
    This includes the possibility, in addition to water of your choice, to mix a composition of water from different sources in hole 7b2 or mixed to feed including fresh and salt water. The cavity 752 can be seen as a kemer where water becomes! preheated to promote the evaporation process in the evaporator ts, The outlet 703 define! the Jocalie and possibly the dosage of the supply waler, The flat box-like part of the pipework will be referred to hereinafter as the evaporator, forming part of the pipework 1.
    The proposed evaporator is provided with closable or adjustable valves in or near the inlet or outlets 7517 with which the water supply can be opened, metered or closed. In addition, the evaporator can also be provided with an internal control of the water supply.
    The evaporator must operate under varying environmental conditions, including temperature control, wind force and solar force.
    The water intake obtained by the evaporation is therefore seldom constant and at times of only limited evaporation, excess water will be able to run off from the buffer clearance 7b18 and the overflow 70717 to the pipework 1. To limit unnecessary mill consumption, insert the evaporator, if required, in internal dosing means. Hollow 7b2 may be equipped with an outlet 703 which, for example, can be closed by valve 701. This valve 701 may be connected to the tie rod 702 to interactively close or open the outlet 7b3. the water consumption will decrease and possibly drain to near the bottom strips to fall there into the buffer space 7218. This can be limited by connecting the tie rod 702 to strip Tht which may be in the form of sen goo! for collecting the water, This gutter-shaped strip 758 can be connected tiltably to a longitudinal tubular fixture 703. If enough water enters the gutter 705, the weight of the water in said gutter-shaped strip 7b8 will tilt it to position 7 from release 7b5 is obtained. The solar radiation is increasing again! cok the bshoefis to kosling with water again and the valve must be pulled upwards. This effect can be obtained by connecting the pull rod 7c2 le to, for example, a strip 708 which consists of bimelsal manure warping properties, this curvature according to 705 tensile! the pull rod upwards with which the shut-off valve 7c1 allows water to pass through and also tilt the tiltable gutter-shaped strip 7b8 with water load, so that this water is discharged in the direction of the buffer space 72018.
    The special properties of the evaporator lie, among other things, in the vertical stepping of the strips 7b5, possibly provided with lips 7010, placed under a slope so that the water present has a fad and then heats up and in cooperation with the large evaporation surface of the composition a offers the desired capacity and zovesi as possible without having to use internal or external mechanical aids including fans, By applying Waal absorbing and absorbing material including 3D tissue on the heating 755, Waal can be retained and spread over the surface of the strips with which a favorable condition has been created for evaporation. Solar heat which is absorbed by the lips 7510 of the strips 755 is passed into the evaporator by the reflective properties of, for example, aluminum phot. Either the water present on the strips 7b5 is heated up and evaporates. This water vapor travels to the open space through the mesh walls 759. There, too, the wafer vapor will absorb ambient heat and thereby bring cooling down in addition to the fact that the solar heat is absorbed by the gauze. casing 1 of the evaporator and with the lips 7510 on the strips in particular. An important aspect of the evaporator is that in this way a relatively large evaporation surface has been created with little horizontal appearance in the densely built city centers. The proposed evaporator is to be installed on the outside walls of buildings, especially at height. The evaporators can be placed in series with coupled pipes.The evaporator will, in addition to the loose fit to outside walls, also be able to be an independent unit or in series as an environmentally friendly cosl element that can be fitted into the strastbesld, such as on or near terraces, near boulevards. , on central reservation, along parks, around parking lots, in and at parking garages and in patios.
    The demand for zooswater will increase worldwide while the supply is limited and expensive, while saltwater adds valuable properties! such as a certain degree of sterilization of the pipework and an increased CO2 absorption.
    A unit, equipped with a modest reservoir for water (near the store), can provide good efficiency with its small pumps and thus provide fast-paced environmental benefits.
    With a substantial release of the evaporator on the outside of buildings, especially on blind walls and in the hallways, in a densely built-up environment, the need for walter is relatively considerable and depends on the piping. The cooling of the building is then such. that the energy consumption of the air conditioning in the building is saved.
    Description of figures 8 and 8.
    Figures 8 and 9 show the application of the pipework 1, parts of which are made of flexible cloth-like material composed of, for example, high-strength fibers. Absorption and discharge of the flooding roller can be done with abundant rainfall with various measures according to the invention and is strongly dependent on the location.
    In a densely built-up area with often limited water absorption from ground level 4 flooding quickly relieves with possible displacement of the water to lower lying areas.If there is a sewer 83 in this area as a fill-wader discharge, the waler of the street will be able to escape by means of swirls search for this sewer, The practical learns that there is sns! capasiisis problems arise with possible mixing with the sewage 84a. The sewer system cannot discharge the amount of water in time, resulting in an accumulation of water above ground and a possible overflow of the rico.A number of cities are already laying separate regenwal pipes san fer decoupling, That is very cost-effective, requires a long term for implementation and the practical teaches that or {or again prevent capacity problems due to the unpredictability of heavy rainfall, The piping 1 in figure 8 provides 2 a solution by offering a flexible hose-like part 1 that has a passage 2 and in passive state and thigh slight underpressure in the passage 2 It is very compact or has a small volume due to the prevailing air pressure. For the discharge of possibly large quantities of water, the use of pumping power is necessary and these large quantities of water can be forced through the pipe 1, With this measure! the capacity of the clearing work can be greatly increased at critical moments, with the great importance that clean water (rain and flood water) is kept separate from the dirty Waal and can be discharged in different directions, The piping 1 can be hung in a pipe with sufficient diameter be attached to a side wall. During the production of the flexible pipe from plano dosk-shaped material, a seam is created in the longitudinal direction. During the formation of this seam, a tendon can be included in the longitudinal direction, so that a thickening occurs. This thickened mat tendon can be slid along the length of the ricol pipe into a hollow section, mainly made of steel, provided for this purpose. It may be desirable for the flexible pipe to appear in a passive state as a flat object with an outer wall that is as smooth as possible. or couplings, This condition will therefore be little or no cause for a blockage. The flexible pipe 1 can also be pulled loosely through the sewer in a sewer pipe.
    Due to the low specific weight of the flexible material, the pipe will float on the waste sewage water. When connecting the risk to other parts, such as at crossings, it may be necessary to solve a possible lack of space by placing the pipe work 1 middlly. sen bypass for le zelen.
    Figure 8 with ground level 4 provides, as an example, a gully-shaped receiving part 82a for the excess water. The chamber has a feedthrough BZ dis _ with a coupling, or nozzle, which offers a passage to the passage
    2. Figure 8a Figure 8a shows part 83 of the sewer with a prediction of the placement of the flexible pipe during use. The internally continuously placed ballast 108, possibly sensing, ensures that the flexible conduit 1 in a flat shape does not cause hindrance within the standard use of the sewer. The height in this position is the result load of the applied diameter and the desired length, partly influenced by the pump capacities.
    The pipework 1 is suspended in figure Sa by including a tendon 8a2 in the handle or holder Sat. Figure © in figure 8 the flexible pipework 1 is filled with water 83a to be drained, suspended from a longitudinal profile 82 82. Possibly in different diameters, these offer the possibility of accommodating connections over a distance which add their own volume of water. In this figure B, the level of the dirty water 84b is greatly increased, whereby the operation of the flaxible pipe is not impeded and the discharge direction may be opposite of the dirty water discharge.
    Figure 9 clearly shows the necessity to set up an Isidingwerk 1 as a pressure pipe to discharge growth masses of water through this pipe work at a generally slow rate of waste water flow 84k.
    Fig. Ba In Fig. Sa, a formation of the pipework 1 is represented in which the flexible part is realized from the clamping of the edges 8a3 of a sheet. This clamping is the grip that two half-circular parts 291 unfold on the pses-shaped core 9a2. In order to prevent wag-slipping of the sheet from the germination, thickenings 928 are provided in or on the sheet 1. These thickenings will impede passage of the ends 9a8 of the parts 921. The crimping and the grip is promoted by the rib Gad part on the tendon 832. The rib 934 can be of such a shape that in the working position Tw a closure of the seam where the belds edges 983 of the sheet meet, pressure line The strip Sa7 pertains to temporary huipmidgel, possibly self-adhesive tape to hold the sheet in position during installation and clamping. Figure Sa shows the pipework 1 In an unused state, but also in the working position fw with passage 2.
    Figure 8b
    Figure Sb is an example in which a reads existing sewer or pipe system, with possibly a small diameter, is provided with an inner lining. According to the invention, this can result in a second compartment of legs outside of the pan. It is known that an inner mantle 951 made of synthetic material is already used in existing funeral work 83. An extra passage 2 can be made available through BiSNUyg of the outer casing 8b by sliding at the desired location sn on the outside of 9b2, which creates a necessary bond with the outer side of the cover during the usual gluing, after curing. of the coating, the holis 2 can be pumped up and provide passage 1 for viogysts, this gives possibilities within existing bulk systems to carry several qualities of vice substances so that the future demand for cheap or bsiere qualities, including drinking water, can be met. great drought and hitle, for example, salt water can be supplied for cooling (as described earlier) in swimming pools or swamps and in addition for evaporation and possible mining. Earder spoke of sen serste inner casing 901. Of course, the solution in Figure 5b is also suitable for fitting in pipe systems where no first liner 901 has yet been placed.
    Figure 10 Figure 10 uses a form of construction of the pipework 1 with passage 2 in this situation to be carried in flexible, cloth-like material, shown in a passive state. This description can be read in conjunction with the description of Figures 8 and 9. During use, the hose-like pipework 1 is flattened by the pressure of the surrounding water 102 or by the lack of content such as water, so that the weight 108 determines the shape in the out of order status. The pipe work will be virtually empty when not in use. The weight 109 stretches the cloth in the vertical direction, so that the pipework is minimal and has a flaxibal or deformable body and as such requires a minimum of space in the rest position. This makes it possible to urinate the pipeline on, for example, the water side of quay 104 by means of suspension point 103, which may also be a bumper, so that shipping cannot touch or damage pipework 1. After all, it is not a good solution in public water 102 along givers and quay walls must see objects that disturb the historic as well as the natural part of, among other things, canals with quays, including the appearance of banks along open walter. In addition, the quays 104 are easily accessible for sloops, ferry boats and ships of a different nature. During a period of frost, piping in active posilis would be damaged by freezing. the pipework 1 is primarily intended to supply or drain water and can take place on the side wall of a canal, a city canal, but also in a sewer pipe according to figure 8, in a tunnel and at other places where there is a lack of space or savings in addition to visual aspects can play a role.
    The pipework 1 Can contain several passages and be attached in a hanging but also in a cantilever manner to the longitudinal suspension point, including a bumper 103.
    Figure 10a In figure 103 the passage 2 of the pipe work 1 is filled with compressed air, possibly in cooperation with the pump 118 in figure 11. In case the surface water 102 reaches above the quay 104, for example 1122, the pipe work 1 can be float up by means of the compressed air and acquire a water-retaining effect according to figure 10a. The high-strength cloth, where the piping is manufactured, allows such an action, whereby the deformability makes a valuable contribution to the strength of this form of water-retaining structure. After all, the taxation of water pressure and even wave action are absorbed by the entire fabric in the diameter, but also in part of the surrounding length and word! spreads out over the entire interface of the dosk-shaped body | on the side, edge and top of the quay wall 104.
    The attachment of the pipe to the anchor plate or attachment point 103 can take place over the full length of the cloth-worm material: by clamping, whereby all forces during the water-retaining effect are distributed over all the material and the clamping. possibly no effected pess-shaped thickening, so that the pipe retains a high strength within the engagement of the thickening by the horseshoe-shaped fastening profile, which is, for example, made of stainless steel. A high safety factor and fully automated in the operation has been obtained, Figure 11 Figure 11 shows the line 1 in an in-use position with the pump 118 optionally placed above ground on a quay 104. With nozzle 1182 is provided with couplings connecting different parts of the quay 104. n disconnect the pipework 1 so that it is possible to remove the water from the pump! To be supplied with the pipework partly placed in the open water. The reversibility of the operation of the pump is based on a non-return valve in the mouth 118a. Di nozzle-shaped mouth or manifold offers! rumie to couple several pipes, including 111h, ie that allow water to pass through in two directions.
    Excess water on quay wall 114 can enter the canals or the open water to raise the Waalpsil there to, for example, 112a. In order to prevent this, the pump 118 can, on the basis of sufficient capacity in diameter 1b of the passageways, move large farm shelters to collection, to outside areas or to locations where the high water causes less damage. Particularly in the event of large-scale flooding, rool overrun, with possible chemical pollution, constitutes a major threat to public health.
    A continuation of the pipework with the pipes 111h can be read in conjunction with drawings 14, 14a, 14b, 14g and 15. At header 113, the connection of the pumping work with the pipes 113 to the anchor plate is incorporated in the quay wall.
    Description of Figures 12 and 13 which illustrate how flexible cloth-like portions of the pipework 1 and passage 2 form that under pressure, possibly high pressure, supplied water or compressed air, provided the movable portions of the pipework 121a and 1318 from a retracted position (e.g. internal underpressure), can bring the mountainous land to an owl position, Figure 12 in figure 12 Ie 121 the cloth-shaped des! of the pipework 1 with a fastening san pleat 1212 which is hingedly or rotatably connected by means of a pivot point 121b to element 1 with a hollow which is suitable for receiving the cloth-shaped pipe. A tensioner 1222 contracts the flexible conduit 121 into a compact form when the filling water is pumped away or when the compressed air is released a slight underpressure, Lov. the environment, the emptying target coincide into a compact shape allowing cover plate 121b to cover the cavity in element 1.
    Figure 13 In Figure 13, the cover plate 1314 is provided with an attachment point 133 for the flexible jacket 132 which is otherwise attached to the point of engagement 138 which is otherwise attached. removed from the element 1.
    The purpose of the flexible sheath is to bring the pipework 1 through the passage 2 into a required position and to move this cover plate into an effective position as a water barrier in the event of side pressure on the cover plate 131a as a result of wind and water pressure. to hold. Figure 14
    Figure 14 shows a top view of the pipework 1, which in this figure is mainly placed horizontally around loops where foundation piles 147 of a structure function with the dos! oxygen-poor water, if required with additives, spread as targeted as possible.
    & These joints can become attached to the fibers of, for example, peaty soil layers 154 in order to be able to attach themselves to wooden foundation piles or deposit themselves around them. It is known that nature, for example along coasts with mangroves, knows the principles of adhesion of gravel to the worls. of these mangroves, whereby clay layers form in the direct environment and ensure that the soil layer is strengthened. It is known that peat is a sustainable soil layer as long as the peat is below a low-oxygen water level DIL If the groundwater then falls! oxidation of the fiber fibers that come above or at the level of the groundwater and subsequently deteriorate. The peat layer 154 sinks in, causing the upper parts of the wooden foundation piles to recede, resulting in wood rot. A serious threat to the large numbers of structures in 0.3. peat areas. The aim of the invention is to sigbilize ground-wall psile, partly by supplying water with a low oxygen content, because this water is provided with components, such as bentonite, for example, which can adhere to the underlying peat so that this peat layer can stabilize. Freshly supplied water, with or without additions, will mainly spread as a more or less horizontal cloud of, for example, 2a / 114b within the locally prevailing water pressure at the chosen depth.
    By placing the pipework in the top layer of peat or on a selected area, the desired effect of the measure can be influenced. In addition, hosf-iron-shaped piping swabs can be placed under Easter heads with which a quantity of material such as adhesive adhesives, including Benlonist, can be supplied at the chosen heights. to become. With that, shut-off of oxygen can be achieved, the digestion process slowed down so sneezes stopped! and a durable reinforcement of the foundation can be applied.
    In figure 14, 2a concerns the owl site! of the pipework 1 shown here in the form of a round bar around which sliders or rotatable pin 114/2 ¢ can move axially or move radially. Figure 14a shows pipework 1 with a core pipe 114m accommodated therein, provided with 2 passages. The core pipe is enclosed by a sleeve 114.
    This stocking is (water) permeable and made as knitted fabric from synthetic yarns or from high-strength fiber and will come tightly around the core pipe.The maize's permeability is a result of the composition of the yarns and the firmness of the braisel. The variation in the elskirian resistance is determined by the dichiness of adhering particles on the fibers and in the surrounding groundwater. The operation of the injection through the pipework 1 can be monitored and controlled within the zones 143s, 143b and 1430. Pump 148 may be required to develop sufficient pressing force on the vice substances and to determine the outflow volume.
    2c114b concerns the transition from the closed des! from the pipe work 1 to a permeable part, Figure 14a Figure 14a shows as an example two passageways in the core pipe, one of which is intended as a supply shaft, where a non-return valve 214g, attached to a towing wire, presses the water to be supplied in the requested direction while in the other channel the non-return valve 214p, attached to a refour wire, can supply water returned in the passive position to the pump housing 148 where the solids to be added can become available in a dosed manner, Figure 14b Figure 14b shows a cross-section of the movable part 114 ¢ / 2 ¢ from the piping and provides a lateral opening for easy opening.
    This 114 / 2c is rotatable about its axis to provide optional or input for fluids to the passageways in the sleeve 114]. Figure 140 pays off the core line 114n with three passages 214g, 214p and 214g with which a free outflow of the fish substances through the sleeve 114] can be obtained.
    Figure 15 Figure 14b Figure 15 shows a side view of the fencing work 1 ts places in peat layers under, for example, building 155 that is founded on peat layers.
    This structure can then rest from floor beams 158 on a foundation 159, the feel of which presses into the peat 1545 below ground level 154.
    Pipework 1 can be provided with sideways oriented pipes 115/20 which can be equipped according to figure 14b.
    With the aid of pumps 157, possibly together with 158, viscous substances can be introduced into the peat layer 1544 with the main aim of stabilizing the peat and settling the settling of the peat layer 15424, which is located on, for example, clay layer 154.
    The side-sweep-oriented pipes can be partly lined according to figure 140. With the length of the part with the permeable stocking, the amount of liquid can be controlled and a 'cloud' of water with additive can spread at location 153a where the need is. to provide the foundation 159 with a permanently freshly supplied peat layer.
    The laterally directed laying lines can be part of a ring pipe with which pump 157 sucks off a quantity of groundwater 153b in order to allow liquids 153d supplied thereto to move in the direction 153b.
    In Figure 15, the side-facing Isiding is plastered mainly vertically with an example in which the pipework 115 / 2c is sloping. This may be important for plagiting under structures on hard-to-reach bars.
    Description of figures 18 and 17. These ions are an interruption of a hooldzaksijk aboveground line of the pipework 1. This interruption serves a passage at ground level mainly as a passage for the Infrastructure, including a passage for trains. part 118a of the pipework 118 shows that it rotates by means of hinges 165 in loops into a working position according to figure 17 and the storage position S according to figure 18.
    The interruption of the pipework 1 can also concern a passage at quay walls or dikes and at bridges where permanent barrier heights are interrupted in order to provide local infrastructure passage in order to close a flood defense in case of necessity and to turn off the high wall with the pipework where possible. The door-shaped part of the pipework 118a is provided with passages 118k which can connect to passages 1160 of the pipework 1.
    These passages 1180 can be closed with, for example, vertical gates as shown in Figure 3, Figure 18 at millfield height, which also shows a stop 184a, possibly a steel dot, which, in cooperation with a rubber airlock 164b on the underside of 1182, serves to form a seal against it. water. The rubber profile 1885 serves as a seal for the space between the movable and the fixed pipework or partition wall and beats on the plate of 186a as the end wall of the door.
    With regard to figure 17 it should be noted that in case sr is a passage for trains, the underground, the bed for the rails 173, special measures apply because high-frequency vibrations are collected in advance at and sometimes at fast moving trains. by providing vibration absorbing base 174 across lengths.
    In this way it can be prevented that this base of the Lg.v. the vibrations will crack the vertical solid walls, causing decay and leaks. A recess 175 between 174 and 117 can be waterproofed with rubber, for example as a gielimass, which then serves as a frilling-absorbing buffer.
    in case the movable part of the pipework 117a with the passages 117b is about to close the interruption, the water supply 184b at the bottom of both doors will close. stop on the steel stop 1842. Between the welerslot 164b and the hollow on the inside of the train rails, which serve to receive the guide flanges on the exchanges of the trains, DIJK and opening 117h which can be closed with the flexible plug 177a Scharmisren 175a are retractable drapesipunes that put the stop 1840 in the required positions. END OF DESCRIPTIONS.
    权利要求:
    Claims (1)
    [1]
    CONCLUSIONS
    1. Pipework consisting of rigid or flexible materials that can be located over lengths above, on, through or beneath ground level and can thereby adapt itself in order to function according to the invention in the urban dry and national infrastructure, including in tunnels, sewers. or waterways to move liquids in horizontal, under slope or vertical position, or to absorb them and to move them in whirling directions by means of a slope or with pumping water, whereby the pipe work as a body in the public space can be a dividing wall to deflect water either by supplying or feeding liquids or by means of the passages, in order to mix liquids both inside and outside the pipework and to separate, whereby the throughput speed and the diameter of the pipework can be determined per location and whereby liquids for irrigation or evaporation can be determined can be offered or issued from and through the properties of the pipework, including the parts facing the open space or facilities for delivery or facilities suitable for evaporation, whereby the pipework can be interrupted and connected with mechanical parts provided with pipework according to examples in the invention and in which the pipework can be provided of ventislen, valves, slides danws! may be equipped with adjustable in-out or passages in conjunction with cylindrical core pipes provided with channels surrounded by translucent vaults and wherein the pipework can encircle objects around within or bore areas fe to provide water safety with properties including cross passages, provided with sealing means. ,
    2. Zen pipework primarily intended to contaminate remotely performing tasks with earthworm and the action of mainly water,
    3. a pipe work that is mainly intended to pollute a wide range of tasks over a distance lacks the sanitary feed of Waal from various sources,
    4. san pipework that is primarily intended to fulfill various tasks over a distance with the supply of fresh water. or saltwal,
    5. a pipework that is primarily intended to fulfill various tasks over a distance, such as the discharge of rainwater and floodwaters,
    8. A pipework primarily intended to provide remote control including the mixing and offering of various liquids including sweet. and salt water,
    7. a pipework that is primarily intended to perform remotely vilsenlopande tasks and thereby desis to be placed and connected both above and below ground,
    8. a pipework that can exist at designated places for sen desl due to water vapor permeable walls,
    8. a pipework according to claim 1, wherein the pipework can be built up according to a system formed building elements, or by means of a stacking of appropriately shaped building elements,
    A pipework according to claim 1 wherein stacked building elements selectively form a formation of passageways for a pipework,
    11. a pipework that is suitable in the urban environment or in the infrastructure to be suitable for the sheet according to this invention, including a wall-conducting as well as a water evaporating as well as a roll-resistant pipework,
    12. a pipework that is suitable in ultra-open shapes and materials to perform tasks in conjunction with substances or water-bearing,
    as well as water retaining, absorbing as walsy and as water distributing technology,
    13. a pipework, parts of which can work together both above ground, as well as at ground level, and partly underground, mainly as a multiple fluid transit or discharge system, possibly in connection with a water-retaining task line, 14 and pipework of which building elements can provide penetrations or form cavities that can be formed in the assembly can provide a wall or a dike-shaped body,
    15. a pipework, the building elements of which provide for passage through a dike-shaped body in order to be able to form a partition wall or a water barrier,
    18. a pipework, the cross-section of which internally, where desired, can also be part of a wall, or of a dike-shaped body, or of a discharge body, including an evaporator, which can have a shore-supplying effect in the city as well as in the surrounding space,
    17. a pipe work wasr of the building elements with passage des! be able to make out of a wall, or dyke-shaped body where this cap, or this dyke-shaped body, can encircle above-ground objects,
    18. a pipework according to the invention of which the dyke-shaped body, reads in the passive form, provides water safety as a partition wall,
    18. a pipework according to the invention of which the dyke-shaped body, reads in the passive form, provides safety as a partition wall and provides a tie mesh in or influx of rain or flood water to, for example, underground infrastructure! can occur or limit according to vilale objscien,
    20. a pipework according to the invention, the dike-shaped body of which forms a partition between terrains, retention areas, emergency shelters, in particular loops in urban districts,
    21. a pipework of which the building elements can form part of a wall, or a thick-shaped body, with permeability, around a partition wall between higher and lower-lying parts of the city,
    22. a pipework according to the invention that forms a mar or dyke-shaped body, whereby the arrangement of this wall, possibly in cooperation with other structures such as buildings, offers an interior and an exterior space,
    23. a pipework that is provided with cross-passages which, possibly in cooperation but not only allow passage with the longitudinal direction, can, for example, discharge excess water from the inner space,
    23. A pipework that does not need to be contiguous in height and longitudinal direction at ground level for the purpose of passageways and may be provided with, for example, rotatable or movable bars, including doors or constructions that can be erected in a timely manner in order to operate according to the invention in particular. water retaining,
    24. Zen pipework that must be contiguous in the longitudinal direction except for the purpose of, for example, passages or transitions in other or several directions,
    25. a pipework, the parts of which, although locally interrupted, | are intended to collaborate over a distance, for example by being temporarily interrupted,
    29. a pipework of which the passages can form part of a wall or dyke-shaped body, whereby these can work together in the longitudinal direction, in the transverse direction as well as in the maritime direction or are connected to provisions of third parties in order, for example, to be able to supply liquids. - or dispose of,
    27. a pipework that is arranged to, possibly in parts, zows! to carry liquids as gases, including compressed air,
    28. osn pipework that, although interrupted, interacts with mobile parts and is intended to operate over a distance according to the invention,
    29. Sanitary pipework according to the preceding claims, with which clean and dirty water separately and if required, can be guided or pumped in opposite directions,
    30. A pipework according to the preceding claims wherein the direction of flow within the pipework can be opposite to that of the surrounding structures including those in canals as well as in sewer pipes,
    31. a pipework according to the preceding claims, which can be designed with side walls which form on the pipe side receiving grubs for planting or liquids,
    32. A pipework according to the preceding claims, which can be constructed with a gutter facing the open space or with several longitudinal gutters, which, where desired, is provided with a longitudinal water distribution system,
    33. a pipework according to the preceding claims, which can be arranged for water supplies for Imgale purposes, or for supplying water for the local water evaporation to moderate the urban heating,
    34. A pipework according to the preceding claims which can be adapted and dimensioned according to the changing bilge conditions to remain operative with changes in surface area, height and required capacity.
    35. a pipework according to the invention that can be lined with at least one gutter that is particularly suitable by means of auxiliary materials, including borsous rocks, to promote the evaporation of fresh, brackish or salt water to the CO2 absorption with the deposition or flow through,
    36. A pipework according to the preceding claims, of which in particular parts equipped with refuse grids, pump housings, valve adjustment requirement and transitions or gradients are particularly suitable for implementation in 3-D printing,
    37. A pipework according to the preceding claims, which is particularly suitable for circular construction with the aid of local materials, including grantiast of gerscycied belon, sand and river sludge or dredging sludge, optionally tarnished with fibers of wax-round steel or high-strength fibers from plastic,
    38. A pipework according to claim 1, wherein liquids can be received in particular in, but also above, or next to or below the passageways, passed through or discharged by various means, including gradient, pouring or by means of pumping force.
    38. a pipework as claimed in claim 1, wherein the passages are provided at desired locations with closing or pushing or reversing means including tilting, slides, venting, a piping as claimed in claim 1, wherein the piping is provided with separators with possible ventisls,
    41. A pipework according to claim 1, wherein the fencing may be constructed from a stack of specially shaped building elements provided with operable sealing means so as to provide doorways that can be opened,
    42. Zen pipework according to conglusis 1 wear The pipework can be built up from a stack of building elements provided with vertically placed binding means, including tie rods, so as to provide a stable wall-shaped pipework with passages,
    43. A pipework according to claim 1, wherein the pipework provides longitudinal passageways which also have interconnecting passageways or transitions,
    44. A pipework according to claim 1 wherein the pipework can be constructed with flexible materials, including high strength fibers, according to the invention for passageways of various diameters and lengths.
    45. A pipework according to claim 1, wherein the pipework can be constructed according to a system with preformed exchangeable building elements,
    486. A pipework according to claim 1, wherein the pipework may be constructed with construction slats provided with steering or drive mechanisms.
    47. A pipework according to claim 1, wherein the pipe work can be made up of construction slabs, whereby the pipework can be expanded by the time
    48. A pipework according to claim 1, wherein the pipework can be constructed from building elements, wherein these are designed to limit internal drainage and be additionally accessible or suitable for maintenance, 48, a pipework according to claim 1 wherein the pipework consists of a poured site. concrete and composition of pipes can exist in order to, for example, form a wall which has longitudinal passages, possibly provided with gutter-like openings facing the open spaces,
    50. a pipework according to claim 1, wherein the pipework provides by means of an inlet facing the ground or differently oriented inlets through which liquids can be discharged from or supplied from other facilities over grain but also over great distances.
    51. A pipework according to claim 1, whereby the pipework offers according to the invention by means of a hole present on or near the ground surface, including at street gullies, no collection or uptake operation for water,
    52. A pipework according to claim 1, wherein the pipework serves by means of an inlet or passage facing towards the open hold, including basin, gutter or basin-like facilities such as the discharge, delivery, or doom passage for liquids,
    53. Pipework according to claim 1, wherein the passages provided within the pipework can have connections to pipes with different origins and from or to different directions, 54. Pipework according to claim 1, wherein the pipework, in case of flooding, can serve as a dividing wall. - or no aquatic area and with which it is possible to create enclosure of a selected area as a water-safe inner area,
    55. A piping system according to claim 1 was arranged in such a way that local rainfall in the indoor area can be discharged immediately via the pipework. via the transverse openings in the pipework where flooding or polluted water can be separated into separate: pipes to selected collection can be discharged or pumped away, and whereby the operation of the pipework can be changed or the flow direction can be reversed,
    The pipework of claim 1 wherein the pipework is capable of overturning such objects as hospitals, tunnel entrances, chemical complexes, or energy facilities to provide water safety.
    57. a pipe work according to claim 1, wherein the pipe work can form part of a turnaround of objects, districts, city districts or parts of, in particular, roadways, whether or not using existing material including dikes, embankments and structures,
    58. A pipework according to claim 1 wherein the pipework is capable of intersecting the ground level at various heights,
    53. A pipework according to claim 1 wherein the pipework can be included in the ground level,
    60. A pipework according to claim 1, wherein the pipework can be part of an encirclement of objects, whether or not together with existing water-retaining objects, including structures, in order to drain excess water from the inner space,
    81. A pipework according to claim 1, wherein the pipework can divide city districts or areas into sections for an effective waler operator.
    82. A pipework according to claim 1, where the pipework can supply water in drought and heat, for flooding green spaces including agricultural and horticultural land.
    83. A pipework according to claim 1 wherein the pipework can supply water, possibly brackish or saltwater to saltwater culture as well as to locations for evaporation, 84, a pipework according to claim 1 wherein the pipework can supply water to locations in drought and heat. evaporation possible using the method of distributing wet, brackish or salt water over lengths as described according to the invention,
    85. a pipework according to claim 1, wherein the pipework can be provided with at least one laterally-directed transmission on plains, optionally mainly from the low-lying locations or from places intended for that purpose,
    66. A pipework according to claim 1, wherein the pipework can supply water to localies during drought and heat to promote greenery, which also stimulates the absorption of CO2 as well as the absorption of particulate matter,
    87. A pipework according to claim 1, wherein the pipework can supply water to locations for irrigation and / or spraying of greenery during drought and heat, which stimulates the absorption of CO2 and the absorption of particulate matter, in particular along roads! promoted,
    68. a pipework according to claim 1, wherein the pipework can supply in drought and hitle water, or brackish, or saline water to locations for the flooding of green spaces or saline soil cultures, in particular where the saline water offers increased uptake of CO2, as well as for sedimentation in urban areas. areas around structures and open space,
    89. A pipework according to claim 1, wherein the pipework has a water absorbing and draining effect both above and below ground, both via hollow spaces and where desired from urban waterways, such as surface walter, both within and outside the existing infrastructure, 70 a pipework according to claim 1, wherein the pipework can form a deal of a hydraulic engineering structure or a hydraulic engineering solution for flooding and urban heat,
    71. A pipework according to claim 1 wherein the pipework, possibly pieces, can be designed as a flexible hose or a high-strength hose,
    72. A pipework according to claim 1 wherein the pipework is, possibly partly, continuous flexible high-strength hose in several diameters continuous lengthwise,
    73. a pipework according to claim 1 where the pipework may be in the form of a continuous flexible high-performance hose constructed with internal loops in the longitudinal direction or possibly provided with valves in the transverse direction,
    74. A pipework according to claim 1, wherein the pipework can be locally provided with or fitted with a leak. as a bypass,
    75. a pipework according to claim 1 wherein the pipework may be plasically in flaxibal form fitted as a bypass, 768, a pipework as claimed in claim 1 wherein the pipework may be puddly used as a bypass around cavities where use is provided, spaced apart. be or be,
    The sanitary pipework according to claim 1, wherein the pipework can be partly designed as a flexible hose possibly made of a cloth-shaped sheet of high-esteride fibers, and wherein this hose can be located as a side hanging or floating flat object within a hollow space with viosistophin. as in a sewer pipe with possible dirty water, to expand as soon as requested to a passageway, as mainly a passageway for violet substances,
    A pipework according to claim 1, wherein the pipework is configured as a flexible high-strength hose which, when in use, can find itself in a flat, space-saving object, within spaces or cavities,
    78. A pipework according to claim 1 wherein the pipework in the singing environment can be configured as a flexible high-performance hose wherein the hose is bulging using a space-saving flat object within cavities or in water due to internal underpressure Lov. the surrounding air, or roller pressures, may be compressed,
    80. a pipework according to claim 1, wherein the pipework can be designed as a flexible high-performance hose, wherein said hose can extend from a flat object to a passage in the extending position, in particular a passage for liquids that have a high discharge or supply capacity with pumping force. offers,
    81. A pipework according to claim 1 wherein the pipework may be in the form of a flexible high-strength hose, said hose being able to be located as a flat object by the encompassing water pressure along quays of open water, including city canals, along river banks, and harbors.
    82. A pipework according to claim 1 wherein the pipework may be configured as a flexible high-strength hose wherein said hose may expand from a flat object to a compressed air passageway, B3. a pipework according to claim 1, wherein the pipework can be formed as a flexible high-strength hose, wherein this hose is provided with a longitudinal seam with filling, such as a string, with which a thick fang seam can be obtained and the high-strength hose can be clamped or slid into, for example, a hose profis ! manure a horseshoe-shaped cross-section for mounting to the fixed world,
    84. A pipework according to claim 1, wherein the pipework can be designed as a Naxible high-strength hose, said hose resulting from the joining of 2 opposite edges of a sheet,
    85. A pipe work according to claim 1, wherein the pipe work can be designed as a flexible high-quality hose, this hose being formed by the joining of 2 opposite edges of a sheet, offering compact storage as well as a working position,
    88. A pipework according to claim 1, wherein the pipework can be in the form of a flexible high-strength hose, this hose being formed by the joining by clamping and gripping 2 opposite edges of a sheet,
    87. A pipework according to claim 1 wherein the pipework may be in the form of a flexible high-performance hose, said hose being formed from the joining of 2 opposite edges of a sheet, whereby a thickening of the sheet at designated puddles and in the longitudinal direction promotes installation. ,
    88. A pipework according to claim 1, wherein the pipework may be in the form of a flexible high-strength pipe, said hose being provided with a seam with filling, such as a chin, to increase (mainly) the underside in a passive state in order to thereby obtain the desired position of the pipe. to obtain the pipework in rest position,
    83. A pipework according to the preceding claim, wherein the pipework may be in the form of a flaxibal upper-class hose, the weighting of which is located within the flexible part of the pipework,
    80. A pipework according to claim 1 wherein the pipework may be arranged and expandable as a second compartment, ie a pipework as claimed in claim 1, wherein the pipework may be configured as a second compartment. within existing pipe steisais,
    892. A pipework according to claim 1 wherein the pipework may be configured as a second compartment within a newly constructed pipework requirement.
    93. A pipe work according to claim 1, wherein the pipe work can be designed as a Texible high-speed ski hose, this hose being adapted to be part of a movable water-retaining construction,
    94. A pipework according to claim 1, wherein the pipework can be of tubular design, wherein said tube or hose is adapted to be a movable bar construction or is part of a movable temporarily collapsible construction as a water barrier,
    85. A pipework according to claim 1 wherein the pipework may be in the form of a flexible high-performance hose, said hose forming part of a movable structure including a door.
    48. A pipework as claimed in claim 1 wherein the pipework functions as a fiber bar partition, with passageways to the longitudinal passages of the pipework.
    97. according to claim 1, wherein the partition wall is provided with closable passages between the areas to be separated by the pipe work, 98. a pipework according to the preceding claims, wherein the partition wall is provided with passages with pumping so that mudflats can be closed on one or both sides. ,
    80. a pipework according to claim 1, wherein the Nexbele, hose-shaped embodiment can be filled with liquid, gas or compressed air in order to subsequently erect or form a floating dam,
    100. a pipework according to claim 1, wherein the flexible, hose-like parts can be filled with gas or compressed air in order to subsequently obtain a floating wall barrier and by sideways (high) water pressure against a fixed construction, under which a quay wall is pressed to move from the point of engagement into a water barrier. position is fe bring and keep,
    101. A pipework according to claim 1, of which an owl of high-strength skin-shaped hose-like part is provided with a longitudinal gripping rib,
    102. a pipework as claimed in claim 1, of which a high-strength, sheet-shaped hose-like part is provided with a longitudinal gripping rib for connecting to a longitudinal wall plate or stool edge, attached to the quay wall, which is located a short distance below the water level,
    103. A pipework according to claim 1 in which a high strength trap-like tubular des! is provided with a longitudinal engaging rib with a weight on the side of the tubular passage located opposite the engaging rib,
    104. a pipework according to claim 1, of which the high-pressure sheet-like tubular part can be filled with compressed air to form a body above the water level, 105, a pipework according to claim 1, of which the high-temperature sheet-shaped tubular part can be filled with compressed air around itself. a pipe high water form a water-retaining body fe,
    108. a pipework according to claim 1, the high-strength hose-shaped part of which can be filled with compressed air to form a water-retaining body which acquires a favorable stop against the quay wall with a stabilizing effect,
    107. A pipework according to claim 1, of which the high-strength sheet-shaped hose-like part can be filled with compressed air or liquids to subsequently, in cooperation, provide wet steel parts, including cover plates, at high water and rolling steel,
    108. A pipe work according to claim 1, of which the high-strength, sheet-shaped hose-shaped part can be filled with compressed air in order to cooperate with a possibly partly falling manis! to obtain an increased impact resistance of, for example, braided hard material,
    108. A pipework according to claim 1 which permits various liquids to pass, including salt, sweet or brackish,
    110. a pipework according to claim 1, wherein the passages in the pipework can pass through various vice substances, including oxygen-poor water enriched with adhering or adhesive substances, including thei, in particular bentlonite, to bring or inject them at specific plasis, 111, a pipe work according to claim 1, in which the passages in the pipework can pass through or propel various liquid substances through, for example, with the aid of, for example, clip pins or piston-shaped parts on a paternoster or rope pump for the delivery of water enriched with minerals or adhesives,
    A pipework according to claim 1, wherein the passages in the pipework can take different liquids back, 113 and a pipework according to claim 1, wherein the passages in the pipe work can mix, flow or return liquids.
    114. Sanitary pipework according to claim 1, wherein the passages in the pipework can mix, pass through or take back liquids using connected buffers, including cellars or containers,
    115. a pipework according to any one of the preceding claims, wherein the different vice substances can be admitted or received within the pipework and can be passed through or fed in the opposite direction,
    118. Zen pipework according to any one of the preceding claims, wherein water pressure or compressed air within the pipework performs tasks according to the invention,
    117. A pipe work according to any one of the preceding claims, wherein compressed air within the pipe work is carried out in cooperation with vice substances supplied within the pipe work,
    118. A pipework according to claim 1, wherein the partition walls can form a water-resistant enclosure, whereby a supply of drinking water can be provided,
    118. A pipework according to claim 1 where liquid liquid substances can be spread in a goliplastic structure for evaporation or spraying, 120, and a pipework according to claim 1 wherein supplied liquids can be spread over a goliplate-like structure that requires surface expansion.
    121. A pipework according to claim 1, wherein song-containing viscous substances can be spread over a goliplasmic stucco tissue surface enlargement in conjunction with water-wicking properties obtained which promote evaporation of water.
    122. pipe work that is partly furnished with means of surface enlargement,
    123.lining that is partly furnished with a combination of closed and partly vapor-permeable material, including mesh,
    124, or pipework fitted with water-conductive strips,
    125.an pipe work provided with water-conductive strips covered with water-receiving, wal-feeding and walter-releasing wires,
    128.sen pipework that is provided with conductive and tiltable strips with gutter-like characteristics,
    127. a pipework provided with water-conducting strips provided with lips,
    128. sen ile pipework provided with water-conducting strips, the ippen of which can reach the pipework,
    129.sen pipework provided with water-conductive strips and lips made of materials such as metals with strong heat-conductive properties,
    130. Piping that is provided with water-conducting strips and lips made of materials with strong heat-conducting properties that together have a walervo effect with the aim of sen groo! vapor planes offer within a limited enclosure formed by the pipework,
    131. a pipe work provided with a tie rod with which both a sealing and a permeable effect can be obtained.
    132. a pipework fitted with a drawbar activated in operation by solar heat,
    133.sen pipework that is provided with a tie rod that can be moved at the top in the intended operation by solar heat, or in combination with weight at the bottom,
    134. a pipework provided with a pull rod that is activated in operation by solar heat or in the opposite direction by retained water in a temporary collection gutter, 135, a pipework provided with a pull rod made by the action of solar heat on a part onion bimelal, is displaced by the resulting curvature,
    136. a pipework that is provided with a tie rod that, by the action of solar heat on a part made of bimetal slab fitted on the outside of the casing or the pipework, can be disposed of,
    137. a pipework that is partly executed as an evaporator,
    138. a pipework constructed as an evaporator to be installed on rails on adjacent walls of buildings, 139, a pipework constructed as an evaporator to buildings, on balconies, in pallas and on terraces,
    140.sen lsijing work carried out as an evaporator to be placed in series, for example on the facades of buildings,
    141. a pipework designed as an evaporator to be placed in series, for example on the facades of buildings,
    142. a pipework that is designed as an evaporator, whereby this evaporator can also operate as an independent unit, possibly disconnected from the pipework, 143, and a pipework that is designed as an evaporator, this evaporator being assembled to provide cooling,
    144. an evaporator, whereby this evaporator is mainly made of heat-resistant material such as, for example, aluminum in white version or optionally in black unodised aluminum,
    148.s piping that is partly designed as an evaporator, whereby this evaporator is designed in such a spacious and architectural manner that it can be integrated into the urban environment,
    147. A pipework according to claim 1, wherein the dividing wall can form part of the local infrastructure in order to form a water-retaining enclosure or division or demarcation in cooperation,
    148. a pipework according to claim 1, wherein the partition wall can form a water-retaining embankment through which indoor and outdoor spaces are protected for the protection of people and animals,
    148. A pipework according to claim 1 directed to flooding plains,
    150 and pipe work according to claim 1 directed to urinals where there is high bshutis of water,
    151. a pipework as claimed in claim 1, which is aimed at places where there is a great need for water, whereby the pipework can also lead to draining in water-polluting situations,
    152. A pipework according to claim 1, which can have access to or cooperate with other drainage works at points causing flooding,
    153. a pipework whose operation can be chosen or determined per area,
    154. a pipework that is designed to retain, reverse or simultaneously reposition rain or flood water in more directions.155, a pipework that is suitable to serve as a stable core for a green wall with a brigstie or with a action to promote water evaporation, |
    158. a pipework suitable for reinforcement of cever with water-bearing passages,
    157. a pipework designed to inject the lined flux,
    158. A piping according to claim 1 capable of emitting fluidic substances through a permeable sleeve, said sleeve comprising core lead,
    159, a pipework according to claim 1 which can dispense liquids through a permeable sleeve, said sleeve may be partially surrounded by portions of the pipework, 180, a pipework according to claim 1 which can release liquids through a permeable sleeve, said sleeve may be partially surrounded by rotating or sliding parts of the pipework,
    161. a fencing system according to claim 1, which can emit liquids through a permeable stocking, wherein this stocking can be partly surrounded by moving bars, parts of the pipework with fileable properties or operation,
    182. A pipework according to claim 1 with which low-lying spots with, either designated or arranged to prevent the flow of excess water per disc. way ie pumping and discharging when using signals then! of sensors,
    183. A pipework according to claim 1 provided with pumping works which may be equipped with couplings for pto shafts,
    184. A lelding wark according to condition 1 which, in cooperation with movable parts, can form a passage for traffic, which can form a continuous water-retaining kesr wall with mobility parts or door-shaped retaining walls provided with passages for liquids.
    END OF CONCLUSIONS
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    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    WO2001071099A2|2000-03-18|2001-09-27|Cornelis Elizabeth Rijlaarsdam|Water-retaining structure|
    WO2006062393A2|2004-12-06|2006-06-15|Cornelis Elizabeth Rijlaarsdam|Retaining wall with interconnectable retaining wall members|
    WO2011159146A1|2010-06-14|2011-12-22|Cornelis Elisabeth Rijlaarsdam|Water barrier|
    WO2012169877A1|2011-06-10|2012-12-13|Rijlaarsdam, Cornelis, Elisabeth|Water barrier for a passage|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NL1043338|2019-07-15|
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