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    • 专利摘要:
    A machine that can move water upwards and is characterized in that the energy required for this is only supplied by a weight that can also float, and with the help of the weight of this weight the envelope of a space is enlarged, so that a underpressure in this space is created with which water can be displaced upwards, after which, with the buoyancy of this weight and the water displaced upwards, the enclosure that was enlarged can be reduced again, after which the water displaced upwards can be used for other purposes, after which the casing can be enlarged again with the aid of the weight of this weight, after which water can be moved upwards again with the resulting underpressure, after which the whole cycle of the machine can be repeated, and this cycle can be repeated for a long time.
    公开号:NL2023816A
    申请号:NL2023816
    申请日:2019-09-12
    公开日:2020-12-11
    发明作者:Willem Driessen Maarten
    申请人:Willem Driessen Maarten；
    IPC主号:
    专利说明:

    Device / machine to move water horizontally and upwards. The device can move water both horizontally and upwards. For example, energy can be generated with the displaced water.
    The device, Device A (Figure 1}, operates in the following manner: The volume of a cavity (RH) can be increased by stretching the envelope of the cavity (RH), creating a negative pressure in the cavity ( RH) This underpressure will allow the hollow space (RH) to be able to suck in water through a closable opening (TS) that was closed before but before the suction of water is opened with the underpressure. The air and watertight closable opening (TS) is located is located in the top (T) of the cavity (RH) and is connected by a hose (S} to a lower volume of water (W). The volume of the cavity (RH) is increased by means of a weight ( RG) which is attached to the bottom of the cavity (RH) and which allows the bottom of the cavity (RH) to drop downward, stretching the cavity shell (RH). of the cavity (RH) is possible because the extensible part (H) of the RH shell can be stretched just like the stretchable portion of a pull accordion. When the weight (RG) has decreased and the volume of the cavity (RH) has been increased and the water has been drawn in through the cavity (RH), the opening TS is closed again and the water can then flow out through a closable opening ( RO) at the bottom of the cavity (RH) to a lower receptacle (V). The air and water tight sealable opening (RO) was first closed but is opened to allow the water to drain. Because the weight (RG), which is attached at the bottom of the hollow space (RH), is hollow and therefore has buoyancy, this hollow weight (RG) will float in the collecting vessel (V) due to the rising water level. If the hollow weight (RG) has started to float, it will then also rise with the rising water level, so that the volume of the hollow space (RH) will be reduced again, because the previously stretched part (H) of the casing of the hollow space (RH) will be put back together. When all the water has drained out of the cavity (RH) then the volume and shape of the cavity shell (RH) will have returned to its original volume and shape, and then the opening RO will be closed again. After this, the water can flow out of the receptacle {V) through a closable opening (VO) in the bottom of the receptacle (V). The air and watertight sealable opening (VO) was first closed but is opened to allow the water to flow out. When all the water in V has drained away and the opening VO is closed again, when the opening TS is opened again, the hollow weight (RG), which has no more water to float on, will drop again due to its weight. As a result, the volume of the hollow space (RH) will increase again and because of the resulting underpressure, the hollow space (RH) will again suck in water via the hose (S) from the lower amount of water (W). This series of events can be repeated over a long period of time.
    RH = the hollow space, the volume of which is increased by stretching its shell in order to suck in water with the resulting underpressure. RG = the hollow weight which, due to its weight, can increase the volume of RH by stretching the RH shell and, due to its buoyancy, can subsequently reduce the volume of RH again by collapsing the RH casing. S = the hose connecting RH via TS to a lower water volume W. W = the lower water volume. WO = the water surface of W. SO = the opening of 5 located below the lower water surface WO. Ten Hen ROP together form the outside / shell of the RH cavity. T = the inverted funnel shape that forms the top of the outside / shell of RH. H = is attached to the bottom of T and resembles / is like the pull-out / pull-out part of a pull accordion and allows the volume of RH to be increased and then reduced again, because thanks to H, the shell of the hollow space RH can be enlarged and then reduced again. ROP = is attached to the bottom of H and is a container that forms the bottom of RH and that collects the water drawn in by the underpressure in RH. TS = the air and watertight sealable opening that is the connection between S and T. RO = the air and watertight sealable opening in the bottom of ROP through which the water sucked in by RH can flow to the lower sump V. V = the lower sump that collects the water that flows down from ROP via RO and must be collected in order to allow RG to rise back upwards by its buoyancy in order to reduce the volume of RH again.
    VO = the air and watertight closable opening in the bottom of V through which the water in V can flow away, for example to another receptacle where it can, for example, be used to generate energy.
    P = the legs that T is attached to that hold T up and in place, and also V is attached to P. via PV
    PV = the connections between P and V that hold V up and in place.
    WB = the bottom of the lower lying amount of water W on which the legs P stand.
    R = the combination of ROP and RG.
    AF = the distance between the inside of the vertical wall of V and the outside of the vertical wall of RG.
    SK = is a hinged valve in S that ensures that the water in S can flow upwards, but if the underpressure in RH drops, it ensures that the water in S cannot fall back down.
    The openings TS and RO and VO can be closed airtight and watertight, and the valves of the openings TS and RO and VO can for instance be driven and controlled electronically, for instance with the aid of a computer.
    When starting up the Device A, TS and RO and VO are all three shut off, and there is no water in ROP and in V, and the combination of ROP and RG is at its highest position. Then when TS is opened, ROP starts to drop by the weight of RG. As a result, H will be stretched and the volume of RH will be increased. This will create an underpressure in RH, so that water will be sucked upwards from W through SO and via S and then fall down from TS into ROP. In order to slow down and stop the descent of the combination of ROP and RG, and to allow the bottom of RG to settle gently on the bottom of V, the opening TS can be closed gradually.
    When TS is closed and the combination of ROP and RG rests on the bottom of V, then RO can be opened to let the water collected in ROP flow down into V. If the water in V starts to rise, and ROP continues to deflate, RG will start to float due to its buoyancy at some point and then the combination of ROP and RG will rise back up to its starting position.
    When ROP has completely emptied and the combination of ROP and RG has risen all the way back to the top, RO can be closed again.
    After this, VO can be opened to let the water collected in V flow downwards.
    Because TS and RO are closed off and therefore no air or water RH can enter and the volume of RH cannot be increased, the combination of ROP and RG will remain at its high starting position despite the water level falling in V and V empties.
    When V is empty, VO can be closed again and when VO is closed again the whole process can be repeated from the beginning.
    TS is opened again for this, and this will cause the combination of ROP and RG to drop again, and this will create an underpressure in RH again, and as a result water will again be sucked up via S and fall down via TS in ROP, and so the whole process will repeat itself from the beginning.
    This process could repeat itself for a long time.
    The water that flows down from V via VO can, for example, be used to generate energy while it descends further to the water level of W,
    For example, ROP and RG and V all have a cylindrical shape.
    By increasing the diameter of ROP in relation to the diameter of RG, more water can be collected in ROP without having to increase the distance that the combination of ROP and RG must be able to descend and rise, which will make more water available to be able to use the buoyancy of RG.
    Without increasing the diameter of RG, the buoyancy of RG can be increased by increasing the content of RG in the vertical direction, the dimensions of V will therefore have to be adjusted accordingly, By the distance AF between the inside of the vertical wall of V and reducing the outside of the vertical wall of RG to a functioning minimum can minimize the amount of water required for RG to float.
    Once RG floats, all that is needed in V is a volume of water whose height in V is the same as the distance that the combination of ROP and RG has fallen.
    Each time the diameter of ROP is increased by one unit AF relative to the diameter of RG, with the additional water collected thereby in ROP, the vertical length of the buoyancy volume of RG can be increased at least by the distance the combination of ROP and RG must be able to decrease and increase repeatedly.
    With the fall of ROP, it should therefore always be possible to collect a quantity of water in ROP that is large enough to allow RG and ROP to rise again the same distance back to the top. There is no reason to believe that the material required to construct Hen ROP and RG in any composition and combination of dimensions should always be heavier than the buoyancy of RG could be great. IT MUST THEREFORE BE POSSIBLE TO CONSTRUCT A WORKING DEVICE. By decreasing the distance S travels vertically and / or by decreasing the diameter of S and / or by increasing the mutually functioning combination of the dimensions of ROP and RG (and the rest of the machine) in the correct proportion to each other the entire machine can always be assembled in such a way that a negative pressure in RH can be created that is large enough to be able to suck water upwards via S.
    If TS and RO and VO are sealed airtight and watertight and the combination of ROP and RG rests on the bottom of V, then the combination of ROP and RG can easily be raised to allow them to take their starting position by the oxygen contained in RH present to burn. By (temporarily) blocking the combination of ROP and RG so that it cannot sink back down again and by subsequently replacing the oxygen-poor air in RH with oxygen-rich air, the combustion of the oxygen in RH can be repeated as often as necessary is to make the combination of ROP and RG rise to their starting position.
    If TS is not closed during the combustion of the oxygen in RH, the combustion of the oxygen in RH will create an underpressure in RH, which will cause water to be sucked in via S that will fall down into ROP via TS. oxygen and air changes in RH can be repeated often enough to allow the combination of ROP and RG to rise up to its starting position in one go by opening RO when enough water has been collected in ROP and all the to allow collected water to flow to V. During the oxygen change in RH, TS must be closed to prevent the water level in S from dropping.
    To refresh the air in RH, additional openings in T can be made that are airtight and watertight closable and that can be used to replace the oxygen-poor air in RH with fresh oxygen-rich air. Fresh oxygen-rich air RH can be blown in through one opening, and air can escape from RH through the other opening. Via an airtight and watertight closable opening, for example in T, an externally ignitable and combustible substance in RH can be applied with which the oxygen in the air in RH can be burned. A construction could be placed under RO that collects the water that flows from RO and directs it to V without spilling. To make RG move straight up and down in V, rails and wheels can also be used, for example.
    For example, instead of the bottom of ROP being directly connected to the top of RG, they can also be connected using beams. It is therefore possible, while ROP is emptying and the combination of ROP and RG is not yet floating, to collect the water that has flowed via RO to V above RG until the combination of ROP and RG has enough water and thus weight. has lost the buoyancy of RG to allow the combination of ROP and RG to float. As soon as RG starts to float, the water in V that is above RG can start to move down RG. Also, attaching the bottom of ROP to the top of RG via beams can help prevent the bottom of ROP from touching the top of V as the combination of ROP and RG descends.
    Below I give an example of a simplified calculation of an approximation of what the capabilities of the machine could be; Suppose that 1 cubic meter of water is collected in ROP = 1000 liters. 1 liter = 1000 cubic centimeters.
    The inside of RG is square and 50 centimeters by 50 centimeters for simplicity. 50 x 50 x 100 (RG 1 meter high} = 250000 cubic centimeters = 250 liters = 250 kilos RG has a wall that is 3 centimeters thick and AF is 2 centimeters.
    The inside of V is 60 centimeters by 60 centimeters. The combination of ROP and RG descends 1 meter and must therefore rise 1 meter again.
    60x60 x 100 = 360000 = 360 liters there must be between the bottom of RG and the bottom of V for the bottom of RG to be 1 meter above the bottom of V. (50 + 3 + 3 + 2) = inside RG + wall RG + wall RG + AF = 58
    58 x 2 (AF) x 4 (RG is square, so 4 sides) x 100 (RG 1 meter high} = 46400 = 46.4 liters of water there must be between the vertical wall of V and the vertical wall of RG at RG 1 meter 1000 liters are available 1000-360 = 640 640: 46.4 = approximately 13.7 RG could therefore be more than 13 meters high 13 x 250 liters = 2750 liters = 2750 kilos of buoyancy The combination of H and ROP and RG would therefore have to be lighter than 2750 kilos to be able to float upwards again. The weight of H and ROP and RG is the basis with which a negative pressure in RH can be created and with which water could be sucked up via S. Below I will try to describe as simple a version of Device A as possible, where the valves of the openings TS, RO and VO do not need to be electronically driven and do not need to be controlled by a computer. So that the device, once it has been started, so independent long-term movement could be happy ven, and move water upwards, without having to add energy from outside, this is Device B.
    If the speed at which the water flows out of ROP via RO is twice as fast as the speed at which the water flows out of V via VO, and there is more than twice as much (at least twice as much) water in ROP thanks to the negative pressure in RH will be collected than the amount of water that will be needed in V to make the combination of ROP and RG rise back to the top, then it is not necessary to shut off VO with a valve and VO can always be open. When the combination of ROP and RG has collected enough water and has fallen far enough, the negative pressure in RH can be released by opening RO. When RO is opened and the decrease of the combination of ROP and RG has been brought to a stop, the negative pressure in RH will be canceled and then the water in S will start to fall, The sinking of the water in S can be stopped by a non-return valve as a hinged valve (SK) in S that closes S when the water starts to fall in S. If a negative pressure in RH causes water to be sucked upwards via S, this hinged valve (SK) in S will be turned upwards with the water flow and thus opened so that the water can flow freely upwards through it. It is then no longer necessary to be able to close the TS opening with a shut-off valve.
    RO can be closed air and watertight with a valve (ROF) placed under RO. This valve (ROF) can be connected to one end of a rocker mechanism (WIP), and this rocker mechanism (WIP) can open with the help of a leverage RO by pushing the other end of its rocker mechanism (WIP) against a resistance (WSTW) which is integrated in P, so that the (lever) force caused by the lowering of the combination of ROP and RG can release the valve from RO (ROF) from RO. The valve (ROF) of RO can also be made of two hinged parts, with the hinge at the bottom of the valve (ROF), and the smallest part of the valve (ROF) closing only a small part of RO, and this smallest piece of valve (ROF) can be attached to one end of the rocker mechanism (WIP) using a hinged joint (RW), so that with the leverage of the rocker mechanism (WIP) a small piece of RO is opened first requiring less force than opening RO as a whole. The rest of RO can then be opened when the negative pressure in RH has already decreased and the decrease of the combination of ROP and RG starts to be stopped. Using a sliding weight (SG) that can slide back and forth from one end of the rocker assembly (WIP), not the end where the valve (ROF) is located, to the rocker / pivot of the rocker assembly (WIP), and with By possibly weighting the rocker part where the valve (ROF) is located, it can be ensured that the weight and pressure of the water that flows from RO is enough to push the valve (ROF) down from RO and Keep RO open. When no more water flows out of RO, the valve (ROF) of RO, because the other side of the rocker structure (WIP) is a bit heavier, will rise up and be pressed against the bottom of RO, and the sliding weight (SG) will slide to the end of his arm of the seesaw. Because the shear weight {SG} has slid to the end of its arm of the rocker construction, the valve (ROF) will be pressed against the bottom of RO with more force. To ensure that the part of WIP with SG is only slightly heavier than the other part of WIP to which valve ROF is attached, a weight WG can be attached to the part of WIP with ROF.
    When RO is open, air will flow upwards from below through RO until the negative pressure in RH has been removed and the reduction of the combination of ROP and RG has stopped. If no water flows down from RO yet that presses ROF down with its weight and thus keeps RO open, ROF will be pushed back upwards and against RO by the heavier weight of the other side of the seesaw construction and again through the still existing underpressure in RH can be sucked against RO. The resistance (WSTW) should therefore be a series of connecting points of resistance that ensures that RO remains open and that ROF has no possibility to move back upwards and be pushed against RO again. Thus, the series of connecting points of resistance should together form a wall that ensures that ROF is pushed down and remains pushed down.
    The resistance (WSTW) is a vertical wall with a pair of angled pieces and on the last piece descending from the combination of ROP and RG the end of the seesaw assembly will hit the top angled portion of WSTW causing the smallest portion of ROF of RO is loosened causing RO to open and remain open because the resistance (WSTW) changes into a vertical wall after the first oblique piece. When the combination of ROP and RG descends further, RO will be opened further because the end of the seesaw construction touches the second oblique part of WSTW, and because WSTW then consists of vertical wall again, it is impossible for the valve (ROF) could still be pressed against the bottom of RO again. This makes it completely certain that RO will remain open until the combination of ROP and RG has completely subsided and the negative pressure in RH has been completely released by the air drawn in by the last part of the negative pressure in RH via RO upwards RH. After which the water in ROP starts to flow downwards through RO by gravity through RO, and the pressure and weight of the water now flowing out of RO would now alone be enough to push ROF down and to keep RO open . A wheel could be attached to the end of the arm of the seesaw construction, not the arm to which ROF is attached, and to allow the wheel to move upwards along the resistance wall WSTW when the combination of ROP and RG rise again. To run more smoothly, the end of the arm of the seesaw assembly could not be straight but could make an upward bend.
    Therefore, there should be an obstacle at the beginning of the bend that prevents the sliding weight (SG) from sliding further towards the bend at the end of the rocker arm.
    The vertical resistance wall WSTW has two sloping, so that at the desired moment the smallest part of ROF is first detached from RO, and after a little further descent of the combination of ROP and RG at the desired moment ROF is completely detached from RO, without the it is possible that ROF could be pressed against RO again.
    So that, after the combination of ROP and RG has completely fallen, and the negative pressure in RH has been completely canceled by the air that has flowed up into RH via RO, the water in ROP can flow down to V via RO.
    It is sensible to ensure that the resistance wall WSTW that helps to open and keep RO open during the last part of the descent of the combination of ROP and RG is constructed in such a way that the valve ROF is not pushed further away from RO by the resistance wall WSTW then the force and weight of the water flowing down from ROP through RO and pushing ROF down would do that.
    It would be best to let this be even a little less so that if the end of the seesaw assembly comes off the resistance wall WSTW during the rise of the combination of ROP and RG it does not result in a movement of ROF in the direction of RO to rule out the risk that ROF could bump against RO.
    If the combination of ROP and RG has risen almost all the way to the top, it is also possible to use a second resistance point that is integrated in P to stop the end of the seesaw construction (WIP) so that it is pressed downwards, so that also the sliding weight (SG) moves to this end of the rocker assembly (WIP), and the valve (ROF) at the other end of the rocker assembly (WIP) is pressed against the bottom of RO.
    However, if a second resistance point integrated in P is used to press the valve (ROF} of RO against the bottom of RO, then any water still present in ROP may be more difficult or possibly no longer to drain from ROP.
    Depending on the construction of the Device B and the functioning of the Device B in practice, it will probably be better to omit this second resistance to press ROF against RO. When no more water flows out of RO, the valve (ROF) of RO will no longer be pushed downwards and will rise upwards and be pressed against the bottom of RO, and because the sliding weight (SG) will then move to the other end of the rocker structure. (WIP) will slide, the valve (ROF) will be pressed harder against the bottom of RO.
    If the combination of ROP and RG has risen all the way up again, and the water in ROP has all drained to V, and if the water level in V starts to drop again, then a negative pressure in RH will arise again. If there is a negative pressure in RH again, the valve (ROF) will be sucked against the bottom of RO, so that RO is closed air and watertight. When RO is opened, the lowering of the combination of ROP and RG still has to be stopped, in order to have the space for this, V is extended downwards and the bottom of V is lowered. When RO is opened, air will flow upwards from below through RO, how much air will start to flow upwards through RO depends on how large the part of RO is that initially passes through the smallest part of the out 2 sections of the existing valve of RO is opened. As long as the lowering of the combination of ROP and RG has not yet stopped, a negative pressure in RH will remain, and air will be drawn in by RH via RO, and the amount of air that is drawn in by RH via RO, and the speed at which that happens determines how quickly the combination of ROP and RG will continue to decline. When the lowering of the combination of ROP and RG has stopped, and the negative pressure in RH has been canceled by all the air that was drawn in via RO, the water in ROP will be able to flow down via RO to V. If the negative pressure in RH is removed, and the water in S is prevented from flowing down through S because S is shut off by the non-return valve SK, the weight of the combination of ROP and RG and the water collected in ROP will increase somewhat because the weight of the water in S no longer pulls.
    To stop the combination of ROP and RG from descending, hydraulic cylinders (HC) can be placed on the bottom of V.
    The always-open opening in V, through which the water collected in ROP that has flowed via RO to V can flow away, can be moved upwards and can, for example, be moved to where the bottom of RG is at the moment RO is opened. the vertical wall of V, and this opening is called VO2.
    To ensure that the combination of ROP and RG cannot rise too far upwards, use can be made, for example, of a combination of resistances that stop the further rise of the combination of ROP and RG, possibly with the help of hydraulic cylinders to dampen a shock. This combination of resistors and hydraulic cylinders can for instance be attached to the outside of ROP and to P.
    To ensure that even more water can flow via RO from ROP into V while the combination of ROP and RG can no longer rise further, the diameter of the top of V can be increased, for example, so that V will not overflow. The top of the buoyancy weight RG does not have to be directly attached to the bottom of ROP, but they can also be attached to each other with beams, for example. When the bottom of ROP is beamed to the top of RG, and the water collected in V and above RG starts to move down RG because the combination of ROP and RG starts to float, it takes additional time to to move below RG due to minimal AF, the speed at which the water flows through VO2 relative to the speed at which the water flows through RO could be further reduced to ensure that the combination of ROP and RG is still more then has sufficient opportunity to ascend all the way back to the top.
    Instead of using the hydraulic cylinders (HC) to stop the decline of the combination of ROP and RG, a combination of several floating elements (DE) can also be placed in the bottom of V, placed on top of each other at some distance from each other to be. These floating elements (DE) are lower than VO2 in an ever-present amount of water in the bottom of V. These floating elements (DE) cannot rise further upwards due to a combination of resistances but can descend through the bottom of RG during the last part of the combination of ROP and RG are pushed against each other one by one, so that the total buoyancy force that presses against the bottom of RG will continue to increase. These floating elements (DE) can possibly be constructed in such a way that they require less maintenance than the hydraulic cylinders (HC). In order to allow the combination of ROP and RG and optionally also the floating elements (DE) to move back and forth in an upright and stable manner from top to bottom, they can, for example, be placed between rails, for example by means of wheels. In order to ensure that the vertical dimension of the space required by the buoyancy elements to have enough buoyancy together to stop the combination of ROP and RG from descending, the bottom of V where the buoyancy elements are located could be limited. horizontal direction could be enlarged / widened, and the float elements could be made larger but less thick.
    If during the upward rise of the combination of ROP and RG, for some inexplicable reason, no more water flows down via RO from ROP while ROP is not completely empty, and the valve ROF no longer flows due to the force and the weight of the water flowing down through RO will be pushed down, then the combination of ROP and RG will no longer rise further up and the water level in V will drop, and the valve ROF will be pressed against the bottom of RO to become. The water in V will no longer support the buoyancy of RG sufficiently, which will cause a negative pressure in RH again and the valve ROF will be sucked against the bottom of RO, and when the negative pressure in RH has become large enough, water will again flow through. S will flow upwards and fall down into ROP via TS, causing the combination of ROP and RG to fall again. If RO is not clogged, Device B will continue to move on its own and move water upward. To ensure that during the draining of ROP as much as possible until the last moment the pressure and the weight of the water that flows out of ROP via RO will push the valve ROF downwards, the bottom of ROP can be made slightly sloping. in the direction of RO, and RO can be a length of pipe (BS) running straight down from an opening in the bottom of ROP with the opening RO at its bottom.
    ROF = the valve that closes RO, which consists of a large and a small part hinged together, and the large part is also connected with a hinge at the bottom of ROP.
    WIP = the seesaw assembly attached to ROF by one end and helps RO to open and close (Figure 4 and Figure 5), and the rocker assembly pivot is connected to the bottom of ROP.
    SG = the sliding weight that can slide back and forth along one part of WIP (not the part to which ROF is attached).
    WG = the weight attached to the other part of WIP (the part to which ROF is attached) to make this part of WIP just a little bit lighter than the other part of WIP.
    RW = the connecting piece between WIP and ROF.
    BS = a vertical piece of pipe that is attached to the location of RO at the bottom of ROP so that RO is now at the bottom of this pipe BS.
    SK = is a hinged valve in S that ensures that the water in S can flow upwards, but if the underpressure in RH drops, it ensures that the water in S cannot fall back down.
    HC = a combination of hydraulic cylinders placed in the lower part of V to help absorb and stop the decline of the combination of ROP and RG (figure 2).
    VO2 = an opening in the vertical wall of V, for example, at the point where the bottom of RG is at the moment RO is opened.
    DE = a combination of several floating elements that are placed some distance from each other in the lower part of V to compensate and stop the decline of the combination of ROP and RG instead of the hydraulic cylinders (HC) (Figure 3 }. Resistors attached to the inside of V ensure that these floating elements cannot rise further upwards, but can be pressed downwards and against each other by the bottom of RG, and this is possible because higher floating elements have recesses on the places where a resistance prevents lower floating elements from being able to rise further upwards.
    WSTW = a resistance wall with two oblique pieces that ensures that, because the wheel at the end of the seesaw construction touches WSTW (Figure 6), that RO is opened and remains open until the negative pressure in RH has been released and the water collected in ROP starts to flow down to V via RO.
    In order to ensure that the vertical dimension of the space required by the buoyancy elements to have enough buoyancy together to stop the combination of ROP and RG from descending, the bottom of V where the buoyancy elements are located could be limited. located in the horizontal direction could be enlarged / widened, and the floating elements could be made larger but less thick.
    If more than enough water has been collected in ROP by the negative pressure in RH, and if this water flows from ROP via RO to V, then after the combination of ROP and RG has risen all the way up again, and after ROP has completely drained, and after the valve of RO is pressed against the bottom of RO, the water level in V will drop, after which the combination of ROP and RG will also want to drop. This creates a negative pressure in RH so that the valve of RO is sucked against the bottom of RO, so that RO is closed water and airtight, and if the water in V has dropped enough and the negative pressure in RH has become large enough, water will are sucked upwards from SO via S and fall down via TS and are collected in ROP, whereby the combination of ROP and RG will start to decrease. The more water that is collected in ROP, the greater the underpressure in RH will become and the faster the water will flow upwards through S and the more water will be collected by ROP on average per unit of time. Depending on the mutual proportions of the different parts of the Device B, it could also be possible that the combination of ROP and RG, after having decreased for some time, starts to fall faster than the water level in V drops, making it even possible could be that RO should already be opened before the water in V has drained via VO2. However, this need not adversely affect the operation of Device B as long as the lowering of the ROP and RG combination can exert enough force to open with leverage RO. If necessary, a provision could be made at the top of V to allow V to overflow, and the water that will overflow at the top of V can be collected by the same collection facility as where the water that flows from V via VO2 is collected. . If necessary, after having gained more practical experience with the Device B, and / or after better calculation methods, the mutual relationships of the various parts of the Device B can be better attuned to each other.
    If we make sure for Device B that instead of just as fast the water flows through RO 2 times as fast as it flows through VO2, and more than twice as much water is collected in ROP than that with Device A at a closed VO2 is needed to allow the combination of ROP and RG to rise all the way back to the top, so that VO2 no longer has to be closed off but can always be open, then ROP will have to be increased in relation to RG, which may affect the proportions of the different parts of the Device B and the materials and amount of material with which the different parts of the Device B can be made. Also with Device B, for example, if necessary, the speed at which the water flows through VO2 can be further reduced compared to the speed at which the water flows through RO, because then ROP will need to be increased less compared to RG, wherever less extra. material is required.
    To ensure that the device can still start up by burning the oxygen in the RH cavity, RO can be sealed watertight with an extra valve. This additional valve can optionally be operated manually or with the help of electricity and a computer. This additional valve is separate from the rocker construction with ROF and both can close RO separately and separately.The additional valve is necessary because when the combination of ROP and RG is in its lowest position RO is not closed by the rocker construction with ROF while RO must be shut off to start the device by burning the oxygen in the RH cavity.
    Rg is a weight that can float, and the buoyancy part could also be floating in Vonder RG separately from RG, but then there is a possibility that the combination of ROP and RG when descending at too high a speed and too hard an impact lands on this loose floating element, which is why RG can best function not only as a weight, but as a combination of a weight that can also float.
    If care is taken to ensure that the underpressure in RH sucks more than enough water through S, so more than is needed to allow the combination of ROP and RG to rise all the way back to the top, then if, for example, an air bubble in S once not enough water has been drawn in by the underpressure in RH to allow the combination of ROP and RG to rise all the way back to the top, this is restored in the cycles afterwards, so that the combination of ROP and RG continues back to the will rise above until the combination of ROP and RG rises all the way back to the top.
    A minimum amount of water must have been drawn in by the negative pressure in RH,
    otherwise the device will have to be restarted.
    The weight of RG required for the device to function could also be formed by water, and this water could also be formed by water at start-up of the device by burning the oxygen in the air contained in RH through S can be sucked in.
    If the weight of RG is created with the help of water, it is best not to place the water directly in RG itself, as this could adversely affect the buoyancy of RG.
    The water that helps determine the weight of RG is best placed in a space (ROPW) located between the bottom of ROP and the top of RG.
    When starting up the device, water drawn up through S by burning the oxygen in the air in RH, and located in ROP, can pass through an air and water tight sealable opening (ROW) in the bottom from ROP to ROPW moved.
    ROW could be operated manually and / or operated electronically and possibly computer-controlled.
    In the bottom of ROPW there could be an opening like ROW and through this opening the water in ROPW could flow out of ROPW to V if necessary.
    In device B, the shut-off valve SK in S and the shut-off valve ROF of RO have no electrical parts that could be disabled or damaged by a solar storm, and because the device could not only move the water over a horizontal distance, but also upwards , there are multiple applications for the device in addition to using the water that has been moved upwards for energy generation, such as for keeping dry land such as polders, moving water for irrigation, moving water for subsistence, as well as for consumption as well as for hygienic purposes, and for many other uses that require displacement of water.
    All openings that should be able to be opened and closed could be operated by electrical means, but should also be manually operable.
    All necessary parts to assemble a device can be brought together in a do-it-yourself package so that the consumer can assemble a device themselves.
    The machine is like a self-functioning mechanical heartbeat that works on gravity.
    Below some data about the machine that can help determine the dimensions of parts, among other things: A cycle of the machine consists of the decrease of the combination of ROP and RG, and rising back up again until the moment that there is another decrease is started (CYCLE).
    The decrease consists of the decrease until the moment that RO is opened (DROP-1), and the further decrease until the moment when the decrease has completely stopped and an increase starts again (DROP-2).
    The rise consists of the rise (STUGING-1), and the time after that in which ROP is still completely deflating until the moment when another fall is started (RISE-2).
    I assume that water flows continuously from VO2. In practice, no water can flow from VO2 for some time if the falling water level has reached VO2 before the falling bottom of RG has caught up with the falling water level in V. When the falling bottom of RG is at VO2, RO opens.
    All water that flows out of VO2 during a CYCLE must have been drawn in by the negative pressure in RH during DROP-1 and collected in ROP. All water that flows out of VO2 during a CYCLE must flow out of RO during RISE-1 and STHGING-2.
    During RISE-1 all the water must flow out of RO that is needed for the combination of ROP and RG to rise all the way back up again plus the amount of water that flows out of VO2 during DROP-2 and RISE-1. the ratio between the size of the openings RO and VO2 can be determined.
    The amount of water that flows from RO during RISE-1 plus the amount of water that flows out of VO2 during RISE-2 and DROP-1 and DROP-2 must be sucked in in total by the negative pressure in RH during DROP-1 and in ROP can be collected.
    With the help of this amount of water and the distance that the bottom of RG (and therefore also the bottom of ROP) descends during DROP-1, the diameter of ROP can be determined.
    The weight of ROP and RG must cause a negative pressure in RH that is large enough to start sucking water upwards via S, and depends on the difference in height between the two ends of S and the diameter of S.
    If we want water to continuously flow from VO2, the negative pressure in RH and the weight of ROP and RG must be so great that during DROP-1 the bottom of RG catches up with the falling water level in V before the falling water level in V reaches the height of VO2 reached.
    And DROP-2, which pushes up the water level in V again, must go so fast and cover such a distance that the rise of the combination of ROP and RG is set in motion before the lifted water level in V reaches the level of VO2.
    If DROP 1 takes longer, then no water will flow from VO2 for some time.
    After the combination of ROP and RG descending on the last part of the opening RO is opened, the combination of ROP and RG will descend a little further, and the valve SK located in S will close, and RH will air through RO suction upwards and inwards until the decrease of the combination of ROP and RG has completely stopped and the negative pressure in RH has been completely removed.
    The water in ROP will flow downwards to V via RO, and at the same time air will flow upwards via RO to RH.
    When enough water has flowed from ROP via RO to V, the combination of ROP and RG will start to float and rise upwards.
    The excess air in RH could be forced out by RO during the ascent of the combination of ROP and RG due to the buoyancy and lifting force of the combination of ROP and RG, but a valve (VALVE) could also be fitted on an opening (OT) in the sloping wall of T, and through this valve
    (VALVE) and opening (OT) the excess air in RH could also be forced out.
    If the combination of ROP and RG has risen all the way to the top and the excess air in RH has been forced out, and the overpressure in RH has been released, and all the water in
    ROP via RO has flowed away to V, and a negative pressure in RH will arise again because the combination of ROP and RG starts to drop again, then the valve (VALVE) in the sloping wall of T is turned against the outer wall by the negative pressure in RH. of T over the opening (OT), so that the opening (OT) is sealed airtight.
    The cover (VALVE) is located on the outside of T, and the hinge securing the cover (VALVE) to the wall of T is on the top above the opening (OT). Water flowing down from the opened RO also encounters ROF on its way down.
    To ensure that all the water that leaves ROP and has to flow via RO to V indeed all ends up in V, a means can be attached to the top of V that collects all the water that flows down through RO and this then all ends up in V, such as an upward-sloping wide rim (VWR) at the top of V that, like a funnel, catches all the water that flows down from RO and makes it all flow to V and into V.
    VWR can also ensure that V does not overflow.
    An agent (MRO) can also be applied to the bottom of ROP, which is located around and below RO, including the seesaw part with ROF, and completely encloses it and collects all the water that flows down from RO and then via an in the wall of (ROPW and) RG integrated tube (BU) to V.
    This pipe BU is connected to the bottom of MRO and can possibly run all the way to the bottom of RG and have an opening through which all V can flow into it.
    MRO does not hinder the movements of the seesaw construction WIP and ROF and the other parts of the seesaw construction and ROF, and in the top of MRO an air hole (LMRO) has been made where no water flowing down from RO can leak through, but dater does ensure that the contents of MRO and BU no longer fall under the influence of the under- or overpressure in RH.
    The diameter and the openings of the pipe BU are so large that they have no or as little inhibiting effect as possible on the speed at which the water flows from RO to V.
    The water that flowed down from RO which has all been collected by MRO and from there has flowed into tube BU will move from tube BU to V according to the law of two communicating vessels.
    The size of the LMRO air hole is also so large that it has no inhibiting effect on the speed at which the water flows from O to V.
    Optionally, tube BU may also have openings that are higher than an opening at the bottom of RG through which all water from BU can flow into V.
    The tube BU can also be placed against the outer wall of (ROPW and) RG with the inner wall of V running around it with a distance AF.
    The extra water required to make the water level in pipe BU just as high as the water level in V can be obtained by increasing the diameter of ROP, and due to the additional weight of H and ROP required for this the dimensions of the rest of the device should also be increased in the correct proportions required.
    The above text may still contain some minor flaws, but it must be possible to put together a working machine with the above data, I understand that machines like this fall under the heading Perpetuum Mobile, and that it is not believed possible that they can function too, but this machine is functioning, and so is apparently an actually functioning Perpetuum Mobile.
    Exceptions to the impossible are apparently possible.
    权利要求:
    Claims (8)
    [1]
    1. A do-it-yourself package that is characterized in that it contains all the parts that allow the user to build a device that, once booted, is considered to be an actually functioning Perpetuum Mobile, and with this device there can be water can be moved upwards.
    [2]
    2.
    A device that is characterized in that it is built with the do-it-yourself package from claim 1, and in which all openings that need to be closed water and airtight and opened again can also be operated by hand.
    [3]
    3.
    A device as in claim 2 that is characterized in that all openings that must be able to be closed water tight and airtight and opened again can also be operated electronically.
    [4]
    4.
    A device as in claim 2 which is characterized in that it can continue to function even after it has been hit by a solar storm, while the indispensable electronic parts of other devices that perform the same task no longer function.
    [5]
    5. A device as in the preceding claims characterized in that the water necessary to help form the weight that helps keep the device moving can be introduced into the device by the oxygen in the air in the cavity of the device. incinerate the device, then it is stored in a space ROPW, and ROPW is located between ROP and RG.
    [6]
    6.
    A device as in claim 5 characterized in that the device has a resistance wall that can influence the rocker structure on which ROF is located, and that resistance wall helps to ensure that RO is opened and also remains open during the last part of descending of the combination of ROP and RG in which the negative pressure in RH is completely canceled, and the end of the arm of the seesaw construction that comes against the resistance wall makes a bend upwards and has a wheel at the end so that even when the combination of ROP and RG, the end of the arm of the seesaw construction moves smoothly along the resistance wall.
    [7]
    An apparatus as in claim 6, characterized in that the apparatus comprises a collection means MRO which collects all the water flowing down through RO and then flows all to V using a tube BU.
    [8]
    A device as in claim 7 characterized in that the functioning of the device is like a fully self-functioning mechanical heartbeat using gravity as an energy source.
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    同族专利:
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    NL1043286B1|2020-05-29|
    NL2023816B1|2021-06-01|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NL1042989|2018-09-12|
    NL1043286A|NL1043286B1|2018-09-12|2019-06-06|Device / machine to move water horizontally and upwards.|
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