EP3666978A1 - Ramp for a sheet element - Google Patents
Ramp for a sheet element Download PDFInfo
- Publication number
- EP3666978A1 EP3666978A1 EP18211976.8A EP18211976A EP3666978A1 EP 3666978 A1 EP3666978 A1 EP 3666978A1 EP 18211976 A EP18211976 A EP 18211976A EP 3666978 A1 EP3666978 A1 EP 3666978A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- ramp
- weight
- holding element
- elastomer
- height
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229920001971 elastomer Polymers 0.000 claims abstract description 49
- 239000000806 elastomer Substances 0.000 claims abstract description 47
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 claims description 48
- 239000011148 porous material Substances 0.000 claims description 46
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 32
- 239000000945 filler Substances 0.000 claims description 30
- 239000007788 liquid Substances 0.000 claims description 25
- 229910000019 calcium carbonate Inorganic materials 0.000 claims description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 22
- XLOMVQKBTHCTTD-UHFFFAOYSA-N Zinc monoxide Chemical compound [Zn]=O XLOMVQKBTHCTTD-UHFFFAOYSA-N 0.000 claims description 22
- 229920000459 Nitrile rubber Polymers 0.000 claims description 20
- 239000000126 substance Substances 0.000 claims description 19
- 239000000377 silicon dioxide Substances 0.000 claims description 16
- 235000012239 silicon dioxide Nutrition 0.000 claims description 16
- 229920003048 styrene butadiene rubber Polymers 0.000 claims description 12
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 11
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 11
- 229910052742 iron Inorganic materials 0.000 claims description 11
- 229910052749 magnesium Inorganic materials 0.000 claims description 11
- 239000011777 magnesium Substances 0.000 claims description 11
- 239000011787 zinc oxide Substances 0.000 claims description 11
- 229910052782 aluminium Inorganic materials 0.000 claims description 10
- 239000006229 carbon black Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 description 20
- 239000010959 steel Substances 0.000 description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 19
- 238000002411 thermogravimetry Methods 0.000 description 16
- 239000000203 mixture Substances 0.000 description 13
- 239000004071 soot Substances 0.000 description 12
- 238000005033 Fourier transform infrared spectroscopy Methods 0.000 description 8
- 239000002174 Styrene-butadiene Substances 0.000 description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 8
- 229910052760 oxygen Inorganic materials 0.000 description 8
- 239000001301 oxygen Substances 0.000 description 8
- 239000004014 plasticizer Substances 0.000 description 8
- 238000001228 spectrum Methods 0.000 description 8
- 230000004580 weight loss Effects 0.000 description 8
- 238000004458 analytical method Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 6
- 230000007423 decrease Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000001419 dependent effect Effects 0.000 description 5
- 239000005062 Polybutadiene Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 4
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 4
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 238000002329 infrared spectrum Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000005259 measurement Methods 0.000 description 4
- 230000003647 oxidation Effects 0.000 description 4
- 238000007254 oxidation reaction Methods 0.000 description 4
- 238000006864 oxidative decomposition reaction Methods 0.000 description 4
- 229920002857 polybutadiene Polymers 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- 239000004033 plastic Substances 0.000 description 3
- 238000004876 x-ray fluorescence Methods 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 239000005871 repellent Substances 0.000 description 2
- 239000005060 rubber Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229910000611 Zinc aluminium Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 229930195733 hydrocarbon Natural products 0.000 description 1
- 150000002430 hydrocarbons Chemical class 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
- E01C9/086—Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/10—Covering trenches for foundations
Definitions
- the invention relates to a ramp for a plate element, for example a steel plate, which can be used to cover construction pits on traffic routes.
- steel plates are placed on the excavation pit to cover them.
- the steel plate is fastened to the edges with asphalt to form a ramp. It has been found that this fastening often has to be replaced, since the asphalt can become brittle and lose its holding function.
- the asphalt has to be disposed of so that there is an effort to attach the steel plate, repair and maintenance work may be required, and after the construction work has been completed, dismantling and disposal of the asphalt is necessary. Therefore, considerations were made to reduce this effort.
- the US 20020184718 A1 discloses a reusable ramp which is plugged onto the steel plate at the edges thereof and enables the vehicles to drive gently over the ramp and the adjoining steel plate largely without introducing an abruptly acting impact force.
- the ramp has a shoulder element which is designed as a groove into which the steel plate can be inserted.
- the groove base is selected to match the thickness of the steel plate and the boundary of the groove is formed by a projection which is elastically prestressed so that the projection can exert a compressive force on the steel plate and thus the steel plate is held fixed in the ramp.
- ramps with different groove dimensions must be kept in stock for steel plates of different thicknesses.
- the ramps are placed in such a way that the groove extends essentially transversely to the direction of travel. This means that the ramp extends essentially across the width of the road.
- the ramp according to CH711063 B2 allows for an improvement, since a head start is no longer required.
- the holding element has a surface that is essentially parallel to the substrate, so that a water film can also form at least on the holding element. In particular, if the holding element in the vicinity of the heel is subjected to greater loads than in the region of the edge opposite the heel, in the event of an increased service life, dents can form in which water can accumulate.
- a ramp comprises a ramp element and a holding element.
- the ramp element has an edge which has a first height and a shoulder which has a second height. The first height is less than the second height.
- a support surface, which forms the underside of the ramp element, extends between the edge and the shoulder, and an inclination surface, which forms the top side of the ramp element, extends between the edge and the shoulder.
- the holding element has an upper side and an underside. The holding element connects to the heel. The height between the top of the holding element and the bottom of the holding element is less than the height of the heel. The height is understood to mean the dimension in a direction that extends normally to the support surface, that is to say, in particular, extends normally to the underside of the ramp element and to the underside of the holding element.
- the height is thus measured from the contact surface in the normal direction to this contact surface.
- the ramp contains a first elastomer and a second elastomer. The use of two elastomers not only increases the shock-absorbing properties of the ramp, but also enables it to be used safely in any weather conditions, especially in wet conditions.
- the proportion of the first elastomer is 25% to 35% by weight.
- the proportion of the second elastomer is 10% by weight to 25% by weight.
- the properties of the first elastomer can contribute to improving the grip of the surface of the ramp.
- the proportion of volatile substances is a maximum of 7% by weight.
- the low proportion of volatile substances enables the ramp to be used safely in closed rooms, for example halls, parking garages and the like. Even with high levels of heat, the percentage of volatile substances that can evaporate is low, so that the ramp can also be used safely in closed rooms.
- the proportion of fillers is from 33% by weight to 65% by weight. Adequate hardness and Abrasion resistance of the ramp can be achieved in order to use the ramp for several years of operation on construction sites.
- carbon black and calcium carbonate can be used as fillers.
- the fillers contain carbon black and silicon dioxide.
- the fillers contain carbon black and calcium carbonate or silicon dioxide and traces of zinc oxide, magnesium, iron or aluminum.
- the first elastomer contains acrylonitrile butadiene rubber (NBR).
- NBR has a high resistance to oils, greases and hydrocarbons.
- NBR is characterized by favorable aging behavior, so that weather-resistant ramps can be manufactured. The low abrasion increases the lifespan of the ramp.
- the second elastomer contains styrene-butadiene rubber (SBR).
- SBR styrene-butadiene rubber
- the addition of styrene-butadiene rubber can improve the weather resistance of the ramp.
- the holding element or the ramp element has openings which are suitable for draining liquids, for example water.
- the openings can be connected to recesses for draining liquids.
- the ramp element or the holding element contains a porous material.
- the openings can be formed by pores of the porous material.
- the pores have a pore size in the range from 0.001 to 5 mm.
- the pores can have a pore size of 0.01 to 5 mm.
- the pores can have a pore size of 0.01 to 2 mm.
- the pores can have a pore size of 0.01 to 1 mm.
- the height of the holding element can be greater in the area of the heel than at the end of the holding element which lies opposite the heel.
- the ramp element is essentially wedge-shaped in cross section. According to this exemplary embodiment, the ramp element forms a wedge, the cross section of which can be essentially triangular, square or trapezoidal.
- the height of the ramp element gradually increases in the direction of travel before the vehicle reaches the plate element, so that a vehicle can roll over the ramp element without any significant impacts being transmitted to the wheels.
- the angle of inclination of the inclined surface can be different.
- the inclined surface can have a first inclined surface section and a second inclined surface section.
- the first inclined surface section can enclose a larger inclined angle with the support surface than the second inclined surface section.
- the maximum inclination angle of the second inclination surface section can be less than 20 degrees, preferably less than 15 degrees.
- the minimum inclination angle of the first inclination surface section can be at least 3 degrees larger than the minimum inclination angle of the second inclination surface section.
- the minimum inclination angle of the first inclination surface section can preferably be at least 10 degrees.
- the plate element is placed on the holding element.
- the height of the holding element and the thickness of the plate element advantageously correspond to the height of the wedge at its highest point, that is to say the height of the heel.
- the thickness of the plate element can also be less or greater than the optimal thickness, so that the ramp can also be used for plate elements of different thicknesses.
- the plate element can in particular be a steel plate.
- the ramp can also be used for plate elements made of other materials, such as plastic plates, boards or the like.
- the underside of the holding element and the support surface lie on a common plane.
- This embodiment is advantageous if the entire support element is to lie sealingly on a flat surface.
- This level contact surface on the level surface can prevent rainwater from getting into the pit from the road. Due to the dead weight of the plate element, the holding element is pressed onto the ground in such a way that a seal can take place if the ramp extends completely around the plate element.
- the top of the holding element can be formed essentially parallel to the underside of the holding element.
- the plate element can lie flat on the holding element and the dead weight of the plate element can be introduced evenly into the holding element.
- the ramp element is preferably manufactured in one piece together with the holding element, that is to say it is designed as a single component, the entire ramp being able to consist of the same material.
- the ramp preferably contains an elastic material, for example an elastic plastic, in particular rubber or rubber compounds.
- the underside of the ramp element and / or the underside of the holding element can have at least one recess.
- a recess serves as a collecting channel for liquid, in particular water, which can enter between the support surface, that is to say the underside of the ramp element and the surface of the subsurface, for example due to unevenness in the subsurface.
- the liquid is collected in this recess and can be drained off, for example, in the direction of a water collection system located at the edge of the road.
- the roadway itself often has a corresponding inclination that promotes the drainage of liquid.
- the liquid collecting in the recess can be removed in that the channel is compressed by the loading of the ramp element by a vehicle traveling over it in such a way that the channel is pressed together and the liquid therein is consequently displaced from the channel.
- the channel can have a rectangular, semicircular, polygonal, trapezoidal, slot-like, triangular or polygonal cross section.
- the top of the ramp element can have a marking. This marking can serve, in particular, to make the ramp element optically recognizable for approaching vehicles, so that vehicle drivers can become aware of the ramp element before reaching the ramp element and can adapt the driving speed accordingly.
- the marking can be configured as an optical marking, which in particular comprises security strips.
- the marking can also be designed as part of a traffic control system.
- the marking can be luminous, luminous or reflective.
- the ramp element can contain a fluorescent material that stores daylight and glows in the dark.
- the ramp can be assembled from several sub-elements.
- the ramp can be adapted to the dimensions of different plate elements. If necessary, the ramp can also be used for wooden boards, for example to create temporary pedestrian crossings.
- the ramps can be designed such that they can accommodate a corner of a plate element, such as a steel plate or a wooden board.
- a plate element such as a steel plate or a wooden board.
- several ramps can be assembled in a modular manner according to each of the exemplary embodiments, so that a different number of ramps can be used depending on the length or width of the plate element.
- the surface of the inclined surface and / or the holding element can be rough or water-repellent.
- the adhesion can be improved by increasing the roughness of the surface, so that it is not possible for the support element to slide off. In particular, this can reduce the risk of falling for two-wheelers.
- a seal can be provided to protect against water drainage into the construction pit.
- recesses can also be provided on the inclination surfaces in order to drain off liquid.
- the Recesses can be formed, for example, as grooves which extend parallel to the front surface or at an angle thereto over at least part of the inclination surface.
- Fig. 1a shows a view of a ramp 10 according to a first embodiment.
- the ramp 10 according to Fig. 1 comprises a ramp element 1 and a holding element 2.
- the ramp element 1 has an edge 3 which has a first height and a shoulder 4 which has a second height.
- the first height is less than that second height.
- the first height can be 0 cm if the edge 3 forms a tip.
- a support surface 5 extends between the edge 3 and the shoulder 4 and is formed at least partially by the underside of the ramp element 1.
- An inclined surface 6, which forms the upper side of the ramp element 1, extends between the edge 3 and the shoulder 4.
- the holding element 2 has an upper side 7 and an underside 8.
- the holding element 2 adjoins the paragraph 4.
- the height between the upper side 7 of the holding element and the lower side 8 of the holding element is less than the height of the shoulder 4.
- the angle of inclination of the inclined surface 6 can be different.
- the inclined surface can have a first inclined surface section and can have a second inclined surface section.
- the first inclined surface section can enclose a larger inclined angle with the support surface than the second inclined surface section.
- the maximum inclination angle of the second inclination surface section can be less than 20 degrees, preferably less than 15 degrees.
- the minimum inclination angle of the second inclination surface section can preferably be at least 3 degrees, in particular at least 5 degrees.
- the minimum inclination angle of the first inclination surface section can be at least 3 degrees larger than the minimum inclination angle of the second inclination surface section.
- the minimum inclination angle of the first inclination surface section can preferably be at least 10 degrees.
- the cross section of the ramp element 1 is essentially wedge-shaped. Through the ramp element is according to Fig. 1 a wedge is formed, the cross section of which is essentially triangular, quadrangular or trapezoidal.
- the height of the ramp element 1 gradually increases in the direction of travel until the vehicle has the plate element 100 (see Fig. 5 ) is reached, so that a vehicle can roll over the ramp element 1 without significant impacts being transmitted to the wheels.
- the holding element 2 adjoins the side of the wedge that has the greatest overall height.
- the plate element 100 is on the holding element 2 hung up.
- the height of the holding element 2 and the thickness of the plate element 100 advantageously correspond to the height of the wedge at its highest point, that is to say the height of the heel 4.
- the thickness of the plate element 100 can also be less or greater than the optimal thickness, so that the Ramp 10 can also be used for plate elements 100 of different thicknesses.
- the plate element 100 can in particular be a steel plate, but the ramp 10 can also be used for other plate elements 100, such as plastic plates, boards or the like.
- the underside 8 of the holding element 2 and the support surface 5 are on a common plane.
- This exemplary embodiment is advantageous if the entire ramp 10 is to lie on a flat surface in a sealing manner. This level contact surface on a level surface prevents rainwater from getting into the pit or the excavation area from the road. Due to the dead weight of the steel plate, the holding element 2 is pressed onto the substrate in such a way that sealing can take place when the ramp 10 surrounds the plate element 100.
- the upper side 7 of the holding element 2 can be formed essentially parallel to the lower side 8 of the holding element 2, which, for example, in section in FIG Fig. 1b is shown.
- the plate element 100 can lie flat on the holding element 2 and the dead weight of the plate element 100 can be introduced evenly into the holding element 2.
- the ramp element 1 and the holding element 2 are preferably made in one piece, in particular the ramp 10 containing a first elastomer and a second elastomer.
- the use of a mixture of a first and two elastomers has surprisingly shown that the slip resistance can be increased significantly in the event of rain or snow.
- the holding element 2 or the ramp element 1 can have openings 25 which are suitable for draining water.
- the openings can have any shape, for example openings 25 with a cuboid or cylindrical volume are shown.
- the underside of the ramp element 1 and / or the underside of the holding element 2 can have at least one recess 9, 19.
- a recess serves as a collecting channel for liquid, in particular water, which can occur, for example due to unevenness in the subsurface, between the contact surface 5 of the ramp element 1 and the surface of the subsurface.
- Such a recess 9, 10 can be in fluid-conducting connection with at least one opening 25.
- the recesses 9, 19 shown are collected on liquid impinging on the ramp element 1 or the holding element 2 and can be drained off, for example, in the direction of a water collection system located at the edge of the roadway.
- the roadway itself often has a corresponding inclination that promotes the drainage of liquid.
- the recesses 9, 19 are components of channels that can extend, for example, along the entire bearing surface 5.
- the channels can extend parallel to the edge 3 of the ramp element 1 inside the ramp element.
- Such a channel can run in a straight line or also have a curvature.
- the liquid accumulating in the recess 9, 19 can be removed in that the channel is compressed by the load on the ramp element 1 by a vehicle traveling over it in such a way that the channel is pressed together and the liquid therein is removed from the channel is ousted.
- the channel can have a rectangular, semicircular, polygonal, trapezoidal, slot-like, triangular or polygonal cross section.
- Fig. 2 shows a view of a ramp 20 according to a second embodiment, which for receiving a corner of a plate element 100 (see Fig. 4 ) is trained.
- the ramp 20 has a ramp element 1 and a holding element 2.
- the ramp element 1 has an inclination surface 6 and a support surface 5.
- the support surface 5 and the inclination surface 6 extend from the edge 3 to the shoulder 4.
- the shoulder 4 forms a stop for the plate element.
- the ramp 20 has a further ramp element 11.
- the ramp element 11 has one Inclination surface 16 and a support surface 15.
- the support surface 15 and the inclination surface 16 extend from the edge 13 to the shoulder 14.
- the shoulder 14 forms a stop for the plate element 100.
- a connecting element 12 can be arranged between the ramp element 1 and the ramp element 11. According to the present exemplary embodiment, the edge 3 continues to the connecting element 12, likewise the edge 13 continues to the connecting element 12. The thickness of the connecting element increases from that through the continuations of the edge 3, 13 to the intersection of the planes of the shoulders 4, 14. This results in an essentially smooth transition to the inclined surfaces 6, 16.
- a connecting element 12 with a triangular inclined surface 16 instead of a connecting element 12 with a triangular inclined surface 16, a connecting element can be provided which has a curve.
- Fig. 3 shows a view of a ramp 30 according to a third exemplary embodiment, which is designed to receive a corner of a plate element 100.
- This ramp faces one Fig. 2 simplified embodiment. All elements that are also in Fig. 2 are shown are designated in the same way. For the description of these elements is on Fig. 2 referred.
- the connecting element 12 In contrast to Fig. 2 is in Fig. 3 the connecting element 12 omitted. So that there is no formation of a sharp edge, in particular in the area of the intersection of paragraph 4 with paragraph 14, the inclined surface can not only have an inclination from the respective edges 3, 13 to paragraph 4, 14, but also an inclination from the front surface 18 to the opposite rear surface 27 and an inclination from the front surface 18 to the opposite rear surface 28.
- Each of the embodiments according to 2 or 3 is equipped with openings 25, 35 and recesses 9, 19 on the support surface in order to drain liquid.
- Fig. 4 shows a view of an arrangement of several ramps 10 according to one of the Fig. 1a or 1b, and a variant of the embodiments according to 2 or 3 .
- the ramp 40 is thus made up of several Sub-elements assembled.
- the ramp 40 can be adapted to the dimensions of different plate elements 100.
- the ramp can also be used for wooden boards, for example to create temporary pedestrian crossings.
- the ramps 10, 20, 30 according to each of the exemplary embodiments 1 to 3 can be combined with each other as desired.
- the ramps 20, 30, 40 can be designed such that they can accommodate a corner of a plate element 100, such as a steel plate or a wooden board.
- a plate element 100 such as a steel plate or a wooden board.
- several ramps 10, 20, 30 can be assembled in a modular manner, for example to form a ramp 40, so that a different number and / or different embodiments of ramps can be used depending on the length or width of the plate element 100.
- the top of the ramp element 1 can have a marking 21.
- a marking 21 is for the ramps 10, 20, 30, 40 according to one of the 1a, 1b , 2, 3 , 4th shown.
- This marking can serve, in particular, to make the support element 10, 30, 40 more visually recognizable for approaching vehicles, so that the vehicle drivers can take note of the position of the ramp element even before reaching the ramp element and can adapt the driving speed accordingly.
- the marking 21 can be configured as an optical marking, which in particular comprises security strips.
- the marking can be luminous, luminous or reflective.
- the ramp element can contain a fluorescent material that stores the daylight and glows in the dark.
- the marking 21 can comprise a collecting trough in order to introduce liquid into one of the openings 25.
- the surface of the inclined surface 6, 16 and / or the upper side 7 of the holding element can be rough or water-repellent.
- the adhesion can be improved by increasing the roughness of the surface, so that slipping of the plate element on the support element is not possible. In particular, this can reduce the risk of falling for two-wheelers.
- a seal can be provided to protect against water drainage into the pit.
- This seal can be designed, for example, as a projection on the support surface.
- the edge of the recess 9, 19 closer to the heel can have a greater length than the length of the edge which is further away from the heel. This edge is pressed against the ground by the weight of the plate element, as a result of which liquid can pass through from the roadway in the direction of the pit.
- a liquid barrier is created by the projection or the extended edge.
- the ramp element 1 or the holding element 2 has openings which are suitable for draining liquids, for example water.
- the openings 25, 35 can be connected to recesses 9, 19 for draining off the liquids.
- the ramp element or the holding element contains a porous material.
- the openings or recesses can be formed by pores of the porous material.
- the pores have an average pore diameter in the range from 0.001 to 5 mm.
- the pores can have an average pore diameter of 0.01 to 5 mm.
- the pores can have an average pore diameter of 0.1 to 5 mm.
- the pores can have an average pore diameter of 0.1 to 2 mm.
- the mean pore diameter of the holding element 2 can be variable with respect to the length L of the ramp.
- the holding element 2 can contain a first section 22, in which the average pore diameter is smaller than in a second section 23.
- the average pore diameter drops abruptly from the second section 23 to the first section 22.
- Recesses 9, not shown here, can be located in the second section 23, similar to what has been shown in the previous exemplary embodiments.
- the average pore diameter in the second section 23 can run essentially constant.
- the first section 22 can thus be designed to be essentially liquid-tight. If the first section 22 comes to lie against the edge of an excavation pit, liquid can thus be prevented from getting into the excavation pit. The liquid is collected in the second section 23 and can flow off through the larger pores, openings or recesses.
- the mean pore diameter can be variable with respect to the length L of the ramp of both the holding element 2 and the ramp element 1.
- the holding element 2 can contain a first section 22, in which the average pore diameter decreases continuously.
- the average pore diameter becomes smaller in the direction of the edge 33 of the holding element 2. In particular, it can be reduced by more than half with respect to the average pore diameter of the second section 23.
- the average pore diameter gradually drops from the second section 23 to the edge 33.
- Recesses 9, not shown here can be located in the second section 23, similar to what has been shown in the previous exemplary embodiments.
- the average pore diameter in the second section 23 can run essentially constant.
- the first section 22 can thus be designed to be essentially liquid-tight. If the first section 22 comes to lie against the edge of an excavation pit, liquid can thus be prevented from getting into the excavation pit. The liquid is collected in the second section 23 and can flow off through the larger pores, openings or recesses. Additionally or alternatively, the ramp element 1 can contain a second section 26, in which the average pore diameter decreases continuously or also abruptly (not shown in the drawing). The average pore diameter becomes smaller in the direction of the edge 3 of the ramp element 1. In particular, the average pore diameter can be reduced by more than half with respect to the average pore diameter of the first section 24.
- the average pore diameter in the first section 24 can run essentially constant.
- the ramp 10, 20, 30, 40 according to each of the exemplary embodiments contains a first elastomer and a second elastomer.
- the proportion of the first elastomer is 25% to 35% by weight.
- the proportion of the second elastomer is 10% to 25% by weight.
- the ramp contains volatile substances, the proportion of volatile substances being a maximum of 7% by weight.
- the ramp contains fillers, the proportion of fillers being from 33% by weight to 65% by weight.
- the fillers contain carbon black and calcium carbonate.
- the fillers contain carbon black and silicon dioxide.
- the fillers contain carbon black and calcium carbonate or silicon dioxide and traces of zinc oxide, magnesium, iron or aluminum.
- the first elastomer contains acrylonitrile butadiene rubber (NBR).
- NBR acrylonitrile butadiene rubber
- the second elastomer contains styrene-butadiene rubber (SBR).
- SBR styrene-butadiene rubber
- a ramp according to Example 1 contains 26% by weight of NBR and 12% by weight of SBR.
- the ramp contains 7% by weight of volatile substances, such as water or plasticizers.
- the soot content is 24% by weight.
- the proportion of calcium carbonate is 20% by weight.
- the proportion of silicon dioxide is 5% by weight.
- the proportion of zinc oxide is 1 % By weight.
- the remaining 5% by weight comprise fillers containing aluminum, magnesium and iron.
- the chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR).
- FTIR Fourier transform infrared spectroscopy
- An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used.
- the IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR).
- NBR Acrylintril Butadiene Rubber
- the main filler of the ramp according to Example 1 was calcium carbonate.
- a thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition.
- the measurement program for the ramp according to Example 1 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
- Fig. 7 shows the measurement results of the TGA for the ramp according to example 1.
- the separation of different temperature-dependent mass losses is shown with the first derivative 31 and the second derivative 32.
- the volatile substances such as water or plasticizers are evaporated.
- the decrease in mass is 7%.
- the tolerance range is + wt. 0.5%.
- the elastomer decomposes at temperatures between 300 ° C and 500 ° C.
- the first and the second derivative 31, 32 show a double peak.
- a first and a second elastomer are thus present, in Example 1 26% by weight of NBR and 12% by weight of SBR. From a temperature of 550 ° C onwards, the system switches to oxygen flow.
- a ramp according to Example 2 contains 42% by weight of NBR and 17% by weight of SBR.
- the ramp contains 6% by weight of volatile substances such as water or plasticizers.
- the soot content is 29% by weight.
- the proportion of calcium carbonate is 0.5 to 1% by weight.
- the proportion of silicon dioxide is 2% by weight.
- the proportion of zinc oxide is 1% by weight.
- the remaining 2% - 3.5% by weight comprise aluminum, magnesium and iron fillers.
- the chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR).
- FTIR Fourier transform infrared spectroscopy
- An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used.
- the IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR).
- NBR Acrylintril Butadiene Rubber
- the main filler of the ramp according to example 2 was silicon dioxide.
- a thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition.
- the measurement program for the ramp according to Example 2 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
- Fig. 8 shows the measurement results of the TGA for the ramp according to example 2.
- the separation of different temperature-dependent mass losses is shown with the first derivative 31 and the second derivative 32.
- the volatile substances such as water or plasticizers are evaporated.
- the decrease in mass is 26% by weight.
- the Tolerance range is ⁇ 0.5% by weight.
- the elastomer decomposes at temperatures between 300 ° C and 500 ° C.
- the first and the second derivative 31, 32 show a double peak.
- a first and a second elastomer are thus present, namely 42% by weight of NBR and 17% by weight of SBR. From a temperature of 550 ° C onwards, the system switches to oxygen flow.
- a ramp according to Example 3 contains 34% by weight of NBR and 24% by weight of SBR.
- the ramp contains 6% by weight of volatile substances such as water or plasticizers.
- the soot content is 20% by weight.
- the proportion of calcium carbonate is 0.5 to 1% by weight.
- the proportion of silicon dioxide is 12% by weight.
- the proportion of zinc oxide is 1% by weight.
- the remaining 2% - 2.5% by weight comprise aluminum, magnesium and iron fillers.
- the chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR).
- FTIR Fourier transform infrared spectroscopy
- An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used.
- the IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR).
- NBR Acrylintril Butadiene Rubber
- the main filler of the ramp according to example 3 was silicon dioxide.
- a thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition. carried out.
- the measurement program for the ramp according to Example 3 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
- Fig. 9 shows the measurement results of the TGA for the ramp according to example 3.
- the separation of different temperature-dependent mass losses is shown with the first derivative 31 and the second derivative 32.
- the volatile substances such as water or plasticizers are evaporated.
- the decrease in mass according to Example 3 is 6% by weight.
- the tolerance range is ⁇ 0.5% by weight.
- the elastomer decomposes at temperatures between 300 ° C and 500 ° C.
- the first and the second derivative 31, 32 show a double peak.
- a first and a second elastomer are thus present, namely 34% by weight of NBR and 24% by weight of SBR. From a temperature of 550 ° C onwards, the system switches to oxygen flow.
- a ramp according to Example 4 contains 30% by weight of NBR and 15% by weight of SBR.
- the ramp contains 6% by weight of volatile substances such as water or plasticizers.
- the soot content is 26% by weight.
- the proportion of calcium carbonate is 1% by weight.
- the remaining 22% by weight comprise silicon dioxide, zinc oxide and aluminum-containing, magnesium-containing and iron-containing fillers.
- the chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR).
- FTIR Fourier transform infrared spectroscopy
- An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used.
- the IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR).
- NBR Acrylintril Butadiene Rubber
- the main filler of the ramp according to example 4 is calcium carbonate.
- a thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition.
- the measurement program for the ramp according to Example 4 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
- Fig. 10 shows the measurement results of the TGA for the ramp according to example 4.
- the separation of different temperature-dependent mass losses is shown with the first derivative 31 and the second derivative 32.
- the volatile substances such as water or plasticizers are evaporated.
- the decrease in mass is 46% by weight.
- the tolerance range is + wt. 0.5%.
- the elastomer decomposes at temperatures between 300 ° C and 500 ° C.
- the first and the second derivative 31, 32 show a double peak.
- a first and a second elastomer are thus present, in the present case 30% by weight of NBR and 15% by weight of SBR. From a temperature of 550 ° C onwards, the system switches to oxygen flow.
- the soot content is thus 26% by weight.
- the soot content is 1%.
- the fillers contained in the residue on ignition of 21% by weight include calcium carbonate, silicon dioxide, zinc oxide and other fillers, especially those containing magnesium, iron and aluminum.
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Abstract
Eine Rampe (10) umfasst ein Rampenelement (1) und ein Halteelement (2), wobei das Rampenelement eine Kante (3) aufweist, welche eine erste Höhe aufweist und einen Absatz (4) aufweist, der eine zweite Höhe aufweist. Die erste Höhe ist kleiner als die zweite Höhe, wobei sich zwischen der Kante (3) und dem Absatz (4) eine Auflagefläche (5) erstreckt, welche die Unterseite des Rampenelements (1) ausbildet und wobei sich zwischen der Kante (3) und dem Absatz (4) eine Neigungsfläche (6) erstreckt, welche die Oberseite des Rampenelements (1) ausbildet, wobei das Halteelement (2) eine Oberseite (7) und eine Unterseite (8) aufweist. An den Absatz (4) schliesst das Halteelement (2) an, sodass die Höhe zwischen der Oberseite (7) des Halteelements (2) und der Unterseite (8) des Halteelements (2) kleiner ist als die Höhe des Absatzes (4). Die Rampe (10) enthält ein erstes Elastomer und ein zweites Elastomer.A ramp (10) comprises a ramp element (1) and a holding element (2), the ramp element having an edge (3) which has a first height and a shoulder (4) which has a second height. The first height is smaller than the second height, with a support surface (5) extending between the edge (3) and the shoulder (4), which forms the underside of the ramp element (1) and between the edge (3) and the heel (4) extends an inclined surface (6) which forms the top of the ramp element (1), the holding element (2) having an upper side (7) and a lower side (8). The holding element (2) adjoins the shoulder (4), so that the height between the upper side (7) of the holding element (2) and the lower side (8) of the holding element (2) is less than the height of the shoulder (4). The ramp (10) contains a first elastomer and a second elastomer.
Description
Gegenstand der Erfindung ist eine Rampe für ein Plattenelement, beispielsweise eine Stahlplatte, die zur Abdeckung von Baugruben auf Verkehrswegen verwendet werden kann.The invention relates to a ramp for a plate element, for example a steel plate, which can be used to cover construction pits on traffic routes.
Nach der gängigen Praxis werden Stahlplatten auf die Baugrube aufgelegt, um sie abzudecken. Damit sich die Stahlplatte nicht verschieben kann, wenn Fahrzeuge über die Stahlplatte fahren, wird die Stahlplatte an den Rändern mit Asphalt befestigt, um eine Rampe auszubilden. Es hat sich herausgestellt, dass diese Befestigung oftmals erneuert werden muss, da der Asphalt brüchig werden kann und seine Haltefunktion verliert. Nach Beendigung der Bauarbeiten muss der Asphalt entsorgt werden, so dass ein Aufwand beim Befestigen der Stahlplatte anfällt, unter Umständen ein Reparatur und Wartungsaufwand anfällt sowie nach Abschluss der Bauarbeiten ein Abbauaufwand sowie eine Entsorgung des Asphalts erforderlich ist. Daher wurden Überlegungen angestellt, um diesen Aufwand zu verringern. Beispielsweise ist in der
Somit besteht ein Bedarf nach einer verbesserten Rampe, welche auch bei Regen oder Schneefall erhöhte Griffigkeit aufweist.There is therefore a need for an improved ramp which has increased grip even when it is raining or snowing.
Die Lösung dieser Aufgabe erfolgt durch den Gegenstand von Anspruch 1. Vorteilhafte Ausführungsbeispiele ergeben sich durch den Gegenstand der abhängigen Ansprüche.This object is achieved by the subject matter of
Wenn der Begriff "beispielsweise" in der nachfolgenden Beschreibung verwendet wird, bezieht sich dieser Begriff auf Ausführungsbeispiele und/oder Ausführungsformen, was nicht notwendigerweise als eine bevorzugtere Anwendung der Lehre der Erfindung zu verstehen ist. In ähnlicher Weise sind die Begriffe "vorzugsweise", "bevorzugt" zu verstehen, indem sie sich auf ein Beispiel aus einer Menge von Ausführungsbeispielen und/oder Ausführungsformen beziehen, was nicht notwendigerweise als eine bevorzugte Anwendung der Lehre der Erfindung zu verstehen ist. Dementsprechend können sich die Begriffe "beispielsweise", "vorzugsweise" oder "bevorzugt" auf eine Mehrzahl von Ausführungsbeispielen und/oder Ausführungsformen beziehen.When the term "for example" is used in the following description, this term refers to exemplary embodiments and / or embodiments, which is not necessarily to be understood as a more preferred application of the teaching of the invention. Similarly, the terms "preferred", "preferred" are to be understood to refer to an example from a set of exemplary embodiments and / or embodiments, which is not necessarily to be understood as a preferred application of the teaching of the invention. Accordingly, the terms “for example”, “preferably” or “preferred” can refer to a plurality of exemplary embodiments and / or specific embodiments.
Die nachfolgende detaillierte Beschreibung enthält verschiedene Ausführungsbeispiele für die erfindungsgemässe Rampe. Die Beschreibung einer bestimmten Rampe ist nur als beispielhaft anzusehen. In der Beschreibung und den Ansprüchen werden die Begriffe "enthalten", "umfassen", "aufweisen" als "enthalten, aber nicht beschränkt auf" interpretiert.The following detailed description contains various exemplary embodiments for the ramp according to the invention. The description of a specific ramp is only to be regarded as an example. In the description and the claims, the terms "contain", "comprise", "have" are interpreted as "contain, but not limited to".
Eine Rampe umfasst ein Rampenelement und ein Halteelement. Das Rampenelement weist eine Kante auf, welche eine erste Höhe aufweist und einen Absatz, der eine zweite Höhe aufweist. Die erste Höhe ist kleiner als die zweite Höhe. Zwischen der Kante und dem Absatz erstreckt sich eine Auflagefläche, welche die Unterseite des Rampenelements ausbildet und zwischen Kante und Absatz erstreckt sich eine Neigungsfläche, welche die Oberseite des Rampenelements ausbildet. Das Halteelement weist eine Oberseite sowie eine Unterseite auf. An den Absatz schliesst das Halteelement an. Die Höhe zwischen der Oberseite des Halteelements und der Unterseite des Halteelements ist kleiner als die Höhe des Absatzes. Unter der Höhe wird dabei die Abmessung in einer Richtung verstanden, die sich normal zur Auflagefläche erstreckt, das heisst insbesondere normal zur Unterseite des Rampenelements sowie zur Unterseite des Halteelements erstreckt. Die Höhe wird somit von der Auflagefläche in Normalrichtung zu dieser Auflagefläche gemessen. Die Rampe enthält ein erstes Elastomer und ein zweites Elastomer. Die Verwendung von zwei Elastomeren erhöht nicht nur die stossdämpfenden Eigenschaften der Rampe, sondern ermöglicht deren sichere Nutzung bei beliebigen Wetterbedingungen, insbesondere bei Nässe.A ramp comprises a ramp element and a holding element. The ramp element has an edge which has a first height and a shoulder which has a second height. The first height is less than the second height. A support surface, which forms the underside of the ramp element, extends between the edge and the shoulder, and an inclination surface, which forms the top side of the ramp element, extends between the edge and the shoulder. The holding element has an upper side and an underside. The holding element connects to the heel. The height between the top of the holding element and the bottom of the holding element is less than the height of the heel. The height is understood to mean the dimension in a direction that extends normally to the support surface, that is to say, in particular, extends normally to the underside of the ramp element and to the underside of the holding element. The height is thus measured from the contact surface in the normal direction to this contact surface. The ramp contains a first elastomer and a second elastomer. The use of two elastomers not only increases the shock-absorbing properties of the ramp, but also enables it to be used safely in any weather conditions, especially in wet conditions.
Gemäss einem Ausführungsbeispiel beträgt der Anteil des ersten Elastomers 25 Gew. % bis 35 Gew. %. Gemäss einem Ausführungsbeispiel beträgt der Anteil des zweiten Elastomers 10 Gew. % bis 25 Gew. %. Insbesondere wenn der Anteil des ersten Elastomers grösser als der Anteil des zweiten Elastomers ist, können die Eigenschaften des ersten Elastomers zu einer Verbesserung der Griffigkeit der Oberfläche der Rampe beitragen.According to one embodiment, the proportion of the first elastomer is 25% to 35% by weight. According to one exemplary embodiment, the proportion of the second elastomer is 10% by weight to 25% by weight. In particular, if the proportion of the first elastomer is greater than the proportion of the second elastomer, the properties of the first elastomer can contribute to improving the grip of the surface of the ramp.
Gemäss einem Ausführungsbeispiel beträgt der Anteil an leichtflüchtigen Substanzen maximal 7 Gew %. Der geringe Anteil an leichtflüchtigen Substanzen ermöglicht die gefahrlose Verwendung der Rampe auch in geschlossenen Räumen, beispielsweise Hallen, Parkhäusern und dergleichen. Selbst bei hoher Wärmeeinwirkung ist der Anteil der leichtflüchtigen Substanzen, die ausdunsten können, gering, sodass die Rampe auch in geschlossenen Räumen bedenkenlos eingesetzt werden kann.According to one embodiment, the proportion of volatile substances is a maximum of 7% by weight. The low proportion of volatile substances enables the ramp to be used safely in closed rooms, for example halls, parking garages and the like. Even with high levels of heat, the percentage of volatile substances that can evaporate is low, so that the ramp can also be used safely in closed rooms.
Gemäss einem Ausführungsbeispiel beträgt der Anteil an Füllstoffen im 33 Gew. % bis 65 Gew. %. Durch den hohen Füllstoffanteil kann eine ausreichende Härte und Abriebfestigkeit der Rampe erzielt werden, um die Rampe auch für den mehrjährigen Betrieb auf Baustellen zu verwenden. Insbesondere können gemäss einem Ausführungsbeispiel Russ und Calciumcarbonat als Füllstoffe zum Einsatz kommen. Gemäss einem weiteren Ausführungsbeispiel enthalten die Füllstoffe Russ und Siliziumdioxid. Gemäss einem Ausführungsbeispiel enthalten die Füllstoffe Russ und Calciumcarbonat oder Siliziumdioxid und Spuren von Zinkoxid, Magnesium, Eisen oder Aluminium.According to one embodiment, the proportion of fillers is from 33% by weight to 65% by weight. Adequate hardness and Abrasion resistance of the ramp can be achieved in order to use the ramp for several years of operation on construction sites. In one example, carbon black and calcium carbonate can be used as fillers. According to a further exemplary embodiment, the fillers contain carbon black and silicon dioxide. According to one embodiment, the fillers contain carbon black and calcium carbonate or silicon dioxide and traces of zinc oxide, magnesium, iron or aluminum.
Gemäss einem Ausführungsbeispiel enthält das erste Elastomer Acrylnitril-Butadien Kautschuk (NBR). NBR weist eine hohe Beständigkeit gegenüber Ölen, Fetten und Kohlenwasserstoffen auf. Zudem zeichnet sich NBR durch ein günstiges Alterungsverhalten aus, sodass witterungsbeständige Rampen hergestellt werden können. Der geringe Abrieb erhöht die Lebensdauer der Rampe.According to one embodiment, the first elastomer contains acrylonitrile butadiene rubber (NBR). NBR has a high resistance to oils, greases and hydrocarbons. In addition, NBR is characterized by favorable aging behavior, so that weather-resistant ramps can be manufactured. The low abrasion increases the lifespan of the ramp.
Gemäss einem Ausführungsbeispiel enthält das zweite Elastomer Styrol-Butadien-Kautschuk (SBR). Die Zugabe von Styrol-Butadien-Kautschuk kann die Witterungsbeständigkeit der Rampe verbessern.According to one embodiment, the second elastomer contains styrene-butadiene rubber (SBR). The addition of styrene-butadiene rubber can improve the weather resistance of the ramp.
Gemäss einem Ausführungsbeispiel weist Halteelement oder das Rampenelement Öffnungen auf, welche zum Ablauf von Flüssigkeiten, beispielsweise Wasser, geeignet sind. Insbesondere können die Öffnungen mit Ausnehmungen zur Ableitung von Flüssigkeiten verbunden sein.According to one embodiment, the holding element or the ramp element has openings which are suitable for draining liquids, for example water. In particular, the openings can be connected to recesses for draining liquids.
Nach einem Ausführungsbeispiel enthält das Rampenelement oder das Halteelement ein poröses Material. Insbesondere können die Öffnungen von Poren des porösen Materials gebildet werden. Nach einem Ausführungsbeispiel weisen die Poren eine Porengrösse im Bereich von 0.001 bis 5 mm auf. Insbesondere können die Poren eine Porengrösse von 0.01 bis 5 mm aufweisen. Gemäss einem Ausführungsbeispiel können die Poren eine Porengrösse von 0.01 bis 2 mm aufweisen. Gemäss einem Ausführungsbeispiel können die Poren eine Porengrösse von 0.01 bis 1 mm aufweisen.According to one embodiment, the ramp element or the holding element contains a porous material. In particular, the openings can be formed by pores of the porous material. According to one embodiment, the pores have a pore size in the range from 0.001 to 5 mm. In particular, the pores can have a pore size of 0.01 to 5 mm. According to one embodiment, the pores can have a pore size of 0.01 to 2 mm. According to one embodiment, the pores can have a pore size of 0.01 to 1 mm.
Die Höhe des Halteelements kann im Bereich des Absatzes grösser sein als am Ende des Halteelements, welches dem Absatz gegenüber liegt.The height of the holding element can be greater in the area of the heel than at the end of the holding element which lies opposite the heel.
Das Rampenelement ist insbesondere im Querschnitt im Wesentlichen keilförmig ausgestaltet. Durch das Rampenelement wird gemäss diesem Ausführungsbeispiel ein Keil ausgebildet, dessen Querschnitt im Wesentlichen dreieckförmig, viereckig oder trapezförmig ausgebildet sein kann.The ramp element is essentially wedge-shaped in cross section. According to this exemplary embodiment, the ramp element forms a wedge, the cross section of which can be essentially triangular, square or trapezoidal.
Die Höhe des Rampenelements nimmt in Fahrtrichtung graduell zu, bevor das Fahrzeug das Plattenelement erreicht, sodass ein Fahrzeug über das Rampenelement rollen kann, ohne dass nennenswerte Stösse auf die Räder übertragen werden.The height of the ramp element gradually increases in the direction of travel before the vehicle reaches the plate element, so that a vehicle can roll over the ramp element without any significant impacts being transmitted to the wheels.
Nach einem Ausführungsbeispiel kann der Neigungswinkel der Neigungsfläche unterschiedlich sein. Insbesondere kann die Neigungsfläche einen ersten Neigungsflächenabschnitt sowie einen zweiten Neigungsflächenabschnitt aufweisen. Der erste Neigungsflächenabschnitt kann einen grösseren Neigungswinkel mit der Auflagefläche einschliessen als der zweite Neigungsflächenabschnitt. Insbesondere kann der maximale Neigungswinkel des zweiten Neigungsflächenabschnitts kleiner als 20 Grad sein, vorzugsweise kleiner als 15 Grad. Der minimale Neigungswinkel des ersten Neigungsflächenabschnitts kann um mindestens 3 Grad grösser als der minimale Neigungswinkel des zweiten Neigungsflächenabschnitts sein. Vorzugsweise kann der minimale Neigungswinkel des ersten Neigungsflächenabschnitts mindestens 10 Grad betragen.According to one embodiment, the angle of inclination of the inclined surface can be different. In particular, the inclined surface can have a first inclined surface section and a second inclined surface section. The first inclined surface section can enclose a larger inclined angle with the support surface than the second inclined surface section. In particular, the maximum inclination angle of the second inclination surface section can be less than 20 degrees, preferably less than 15 degrees. The minimum inclination angle of the first inclination surface section can be at least 3 degrees larger than the minimum inclination angle of the second inclination surface section. The minimum inclination angle of the first inclination surface section can preferably be at least 10 degrees.
Dann schliesst Halteelement auf der Seite des Keils an, welche die grösste Bauhöhe aufweist. Das Plattenelement ist auf dem Halteelement aufgelegt. Die Höhe des Halteelements sowie die Dicke des Plattenelements entsprechen dabei vorteilhafterweise der Höhe des Keils an seiner höchsten Stelle, das heisst der Höhe des Absatzes. Allerdings kann die Dicke des Plattenelements auch geringer oder grösser als die optimale Dicke sein, sodass die Rampe auch für Plattenelemente unterschiedlicher Dicke einsetzbar ist.Then there is a holding element on the side of the wedge that has the greatest overall height. The plate element is placed on the holding element. The height of the holding element and the thickness of the plate element advantageously correspond to the height of the wedge at its highest point, that is to say the height of the heel. However, the thickness of the plate element can also be less or greater than the optimal thickness, so that the ramp can also be used for plate elements of different thicknesses.
Bei dem Plattenelement kann es sich insbesondere um eine Stahlplatte handeln. Auch für Plattenelemente aus anderen Materialien, wie beispielsweise Kunststoffplatten, Bretter oder dergleichen kann die Rampe zum Einsatz kommen.The plate element can in particular be a steel plate. The ramp can also be used for plate elements made of other materials, such as plastic plates, boards or the like.
Nach einem Ausführungsbeispiel liegen die Unterseite des Halteelements und die Auflagefläche auf einer gemeinsamen Ebene. Dieses Ausführungsbeispiel ist vorteilhaft, wenn das gesamte Auflageelement dichtend auf einem ebenen Untergrund aufliegen soll. Durch diese ebene Auflagefläche auf dem ebenen Untergrund kann vermieden werden, dass Regenwasser von der Fahrbahn in die Grube gelangen kann. Durch das Eigengewicht des Plattenelements wird das Halteelement derart auf den Untergrund gepresst, dass eine Abdichtung erfolgen kann, wenn sich die Rampe vollumfänglich um das Plattenelement herum erstreckt.According to one embodiment, the underside of the holding element and the support surface lie on a common plane. This embodiment is advantageous if the entire support element is to lie sealingly on a flat surface. This level contact surface on the level surface can prevent rainwater from getting into the pit from the road. Due to the dead weight of the plate element, the holding element is pressed onto the ground in such a way that a seal can take place if the ramp extends completely around the plate element.
Insbesondere kann die Oberseite des Halteelements im Wesentlichen parallel zur Unterseite des Halteelements ausgebildet sein. Hierdurch kann das Plattenelement flächig auf dem Halteelement aufliegen und das Eigengewicht des Plattenelements kann gleichmässig in das Halteelement eingeleitet werden. Das Rampenelement ist zusammen mit dem Halteelement vorzugsweise in einem Stück gefertigt, das heisst als ein einziges Bauteil ausgeführt, wobei die gesamte Rampe aus demselben Material bestehen kann. Vorzugsweise enthält die Rampe ein elastisches Material, beispielsweise einen elastischen Kunststoff, insbesondere Gummi oder Gummiverbindungen.In particular, the top of the holding element can be formed essentially parallel to the underside of the holding element. As a result, the plate element can lie flat on the holding element and the dead weight of the plate element can be introduced evenly into the holding element. The ramp element is preferably manufactured in one piece together with the holding element, that is to say it is designed as a single component, the entire ramp being able to consist of the same material. The ramp preferably contains an elastic material, for example an elastic plastic, in particular rubber or rubber compounds.
Die Unterseite des Rampenelements und/oder die Unterseite des Halteelements kann zumindest eine Ausnehmung aufweisen. Eine derartige Ausnehmung dient als Sammelkanal für Flüssigkeit, insbesondere Wasser, die beispielsweise bedingt durch Unebenheiten des Untergrunds zwischen die Auflagefläche, also die Unterseite des Rampenelements und die Oberfläche des Untergrunds eintreten kann. In dieser Ausnehmung wird die Flüssigkeit gesammelt und kann beispielsweise in Richtung eines am Fahrbahnrand gelegenen Wassersammelsystems abgeleitet werden. Oftmals weist die Fahrbahn selbst eine entsprechende Neigung auf, die das Ablaufen von Flüssigkeit begünstigt. Nach einer weiteren Ausführungsvariante kann die sich in der Ausnehmung ansammelnde Flüssigkeit dadurch entfernt werden, dass der Kanal durch die Belastung des Rampenelements durch ein darüberfahrendes Fahrzeug derart gestaucht wird, dass der Kanal zusammengepresst wird und die darin befindliche Flüssigkeit demzufolge aus dem Kanal verdrängt wird. Der Kanal kann einen rechteckigen, halbkreisförmigen, polygonalen, trapezförmigen, schlitzartigen, drei- oder mehreckigen Querschnitt aufweisen.The underside of the ramp element and / or the underside of the holding element can have at least one recess. Such a recess serves as a collecting channel for liquid, in particular water, which can enter between the support surface, that is to say the underside of the ramp element and the surface of the subsurface, for example due to unevenness in the subsurface. The liquid is collected in this recess and can be drained off, for example, in the direction of a water collection system located at the edge of the road. The roadway itself often has a corresponding inclination that promotes the drainage of liquid. According to a further embodiment variant, the liquid collecting in the recess can be removed in that the channel is compressed by the loading of the ramp element by a vehicle traveling over it in such a way that the channel is pressed together and the liquid therein is consequently displaced from the channel. The channel can have a rectangular, semicircular, polygonal, trapezoidal, slot-like, triangular or polygonal cross section.
Nach einem Ausführungsbeispiel kann die Oberseite des Rampenelements eine Markierung aufweisen. Diese Markierung kann insbesondere dazu dienen, das Rampenelement optisch für herannahende Fahrzeuge besser erkennbar zu gestalten, sodass Fahrzeuglenker bereits vor Erreichen des Rampenelements Kenntnis vom Rampenelement nehmen können und die Fahrgeschwindigkeit entsprechend anpassen können.According to one embodiment, the top of the ramp element can have a marking. This marking can serve, in particular, to make the ramp element optically recognizable for approaching vehicles, so that vehicle drivers can become aware of the ramp element before reaching the ramp element and can adapt the driving speed accordingly.
Insbesondere kann die Markierung als eine optische Markierung ausgestaltet sein, die insbesondere Sicherheitsstreifen umfasst. Wahlweise kann die Markierung auch als Teil eines Verkehrsleitsystems ausgebildet sein. Die Markierung kann leuchtend, leuchtfähig oder reflektierend sein. Insbesondere kann das Rampenelement ein fluoreszierendes Material enthalten, welches Tageslicht speichert und in der Dunkelheit leuchtet.In particular, the marking can be configured as an optical marking, which in particular comprises security strips. Optionally, the marking can also be designed as part of a traffic control system. The marking can be luminous, luminous or reflective. In particular, the ramp element can contain a fluorescent material that stores daylight and glows in the dark.
Nach einem Ausführungsbeispiel kann die Rampe aus mehreren Teilelementen zusammensetzbar sein. Hierdurch kann die Rampe an die Abmessungen unterschiedlicher Plattenelemente angepasst werden. Gegebenenfalls kann die Rampe auch für Holzbretter zum Einsatz kommen, beispielsweise um temporäre Fussgängerübergänge zu schaffen.According to one embodiment, the ramp can be assembled from several sub-elements. As a result, the ramp can be adapted to the dimensions of different plate elements. If necessary, the ramp can also be used for wooden boards, for example to create temporary pedestrian crossings.
Insbesondere können die Rampen derart ausgebildet sein, dass sie eine Ecke eines Plattenelements, wie einer Stahlplatte oder eines Holzbretts aufnehmen können. Des Weiteren können mehrere Rampen nach jedem der Ausführungsbeispiele modulartig zusammengesetzt werden, sodass je nach Länge oder Breite des Plattenelements eine unterschiedliche Anzahl von Rampen zum Einsatz kommen kann.In particular, the ramps can be designed such that they can accommodate a corner of a plate element, such as a steel plate or a wooden board. Furthermore, several ramps can be assembled in a modular manner according to each of the exemplary embodiments, so that a different number of ramps can be used depending on the length or width of the plate element.
Nach einem Ausführungsbeispiel kann Oberfläche der Neigungsfläche und/oder des Halteelements rau oder wasserabweisend sein. Durch eine Erhöhung der Rauigkeit der Oberfläche kann die Haftfähigkeit verbessert werden, sodass ein Abrutschen vom Auflageelement nicht möglich ist. Insbesondere kann hierdurch die Sturzgefahr für Zweiradfahrer verringert werden.According to one embodiment, the surface of the inclined surface and / or the holding element can be rough or water-repellent. The adhesion can be improved by increasing the roughness of the surface, so that it is not possible for the support element to slide off. In particular, this can reduce the risk of falling for two-wheelers.
Nach einem Ausführungsbeispiel kann eine Abdichtung zum Schutz vor Wasserablauf in die Baugrube vorgesehen sein. Des Weiteren können auf den Neigungsflächen ebenfalls Ausnehmungen vorgesehen sein, um Flüssigkeit abzuleiten. Die Ausnehmungen können beispielsweise als Rillen ausgebildet sein, die sich parallel zur Frontfläche oder in einem Winkel hierzu über zumindest einen Teil der Neigungsfläche erstrecken.According to one embodiment, a seal can be provided to protect against water drainage into the construction pit. Furthermore, recesses can also be provided on the inclination surfaces in order to drain off liquid. The Recesses can be formed, for example, as grooves which extend parallel to the front surface or at an angle thereto over at least part of the inclination surface.
Nachfolgend wird die erfindungsgemässe Rampe anhand eines Ausführungsbeispiels dargestellt. Es zeigen
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Fig. 1a eine Ansicht einer Rampe nach einem ersten Ausführungsbeispiel von oben, -
Fig. 1b einen Schnitt durch die Rampe gemässFig. 1 , -
Fig. 2 eine Ansicht einer Rampe nach einem zweiten Ausführungsbeispiel, -
Fig. 3 eine Ansicht einer Rampe nach einem dritten Ausführungsbeispiel, -
Fig. 4 eine Ansicht einer Anordnung von mehreren Rampen nach einem vierten Ausführungsbeispiel, -
Fig. 5 ein Detail eines Halteelements nach einem fünften Ausführungsbeispiel, -
Fig. 6 eine schematische Darstellung einer Änderung des Porendurchmessers für eine Rampe nach einem der vorhergehenden Ausführungsbeispiele, -
Fig. 7 Resultate einer TGA-Analyse für eine Rampe einer ersten exemplarischen Zusammensetzung, -
Fig. 8 Resultate einer TGA-Analyse für eine Rampe einer zweiten exemplarischen Zusammensetzung, -
Fig. 9 Resultate einer TGA-Analyse für eine Rampe einer dritten exemplarischen Zusammensetzung, -
Fig. 10 Resultate einer TGA-Analyse für eine Rampe einer vierten exemplarischen Zusammensetzung.
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Fig. 1a a view of a ramp according to a first embodiment from above, -
Fig. 1b a section through the rampFig. 1 , -
Fig. 2 2 shows a view of a ramp according to a second exemplary embodiment, -
Fig. 3 2 shows a view of a ramp according to a third exemplary embodiment, -
Fig. 4 2 shows a view of an arrangement of several ramps according to a fourth exemplary embodiment, -
Fig. 5 4 shows a detail of a holding element according to a fifth exemplary embodiment, -
Fig. 6 1 shows a schematic representation of a change in the pore diameter for a ramp according to one of the preceding exemplary embodiments, -
Fig. 7 Results of a TGA analysis for a ramp of a first exemplary composition, -
Fig. 8 Results of a TGA analysis for a ramp of a second exemplary composition, -
Fig. 9 Results of a TGA analysis for a ramp of a third exemplary composition, -
Fig. 10 Results of a TGA analysis for a ramp of a fourth exemplary composition.
Nach einem nicht dargestellten Ausführungsbeispiel kann der Neigungswinkel der Neigungsfläche 6 unterschiedlich sein. Insbesondere kann die Neigungsfläche einen ersten Neigungsflächenabschnitt aufweisen sowie einen zweiten Neigungsflächenabschnitt aufweisen. Der erste Neigungsflächenabschnitt kann einen grösseren Neigungswinkel mit der Auflagefläche einschliessen als der zweite Neigungsflächenabschnitt. Insbesondere kann der maximale Neigungswinkel des zweiten Neigungsflächenabschnitts kleiner als 20 Grad sein, vorzugsweise kleiner als 15 Grad. Der minimale Neigungswinkel des zweiten Neigungsflächenabschnitts kann vorzugsweise mindestens 3 Grad betragen, insbesondere mindestens 5 Grad betragen. Der minimale Neigungswinkel des ersten Neigungsflächenabschnitts kann um mindestens 3 Grad grösser als der minimale Neigungswinkel des zweiten Neigungsflächenabschnitts sein. Vorzugsweise kann der minimale Neigungswinkel des ersten Neigungsflächenabschnitts mindestens 10 Grad betragen.According to an embodiment not shown, the angle of inclination of the
Das Rampenelement 1 ist im Querschnitt im Wesentlichen keilförmig ausgestaltet. Durch das Rampenelement wird gemäss
Die Höhe des Rampenelements 1 nimmt in Fahrtrichtung graduell zu, bis das Fahrzeug das Plattenelement 100 (siehe
Bei dem Plattenelement 100 kann es sich insbesondere um eine Stahlplatte handeln, aber auch für andere Plattenelemente 100, wie Kunststoffplatten, Bretter oder dergleichen, kann die Rampe 10 zum Einsatz kommen.The
Nach einem Ausführungsbeispiel liegen die Unterseite 8 des Halteelements 2 und die Auflagefläche 5 auf einer gemeinsamen Ebene. Dieses Ausführungsbeispiel ist vorteilhaft, wenn die gesamte Rampe 10 dichtend auf einem ebenen Untergrund aufliegen soll. Durch diese ebene Auflagefläche auf einem ebenen Untergrund kann vermieden werden, dass Regenwasser von der Fahrbahn in die Grube oder den Aushubbereich gelangen kann. Durch das Eigengewicht der Stahlplatte wird das Halteelement 2 derart auf den Untergrund gepresst, dass eine Abdichtung erfolgen kann, wenn die Rampe 10 das Plattenelement 100 umgibt.According to one embodiment, the
Insbesondere kann die Oberseite 7 des Halteelements 2 im Wesentlichen parallel zur Unterseite 8 des Halteelements 2 ausgebildet sein, was beispielsweise im Schnitt in der
Das Halteelement 2 oder das Rampenelement 1 können Öffnungen 25 aufweisen, welche zum Ablauf von Wasser geeignet sind. Die Öffnungen können beliebige Form aufweisen, beispielhaft sind Öffnungen 25 mit quaderförmigem oder zylinderförmigem Volumen gezeigt.The holding
Die Unterseite des Rampenelements 1 und/oder die Unterseite des Halteelements 2 kann zumindest eine Ausnehmung 9, 19 aufweisen. Eine derartige Ausnehmung dient als Sammelkanal für Flüssigkeit, insbesondere Wasser, das beispielsweise bedingt durch Unebenheiten des Untergrunds zwischen die Auflagefläche 5 des Rampenelements 1 und der Oberfläche des Untergrunds eintreten kann. Eine derartige Ausnehmung 9, 10 kann mit mindestens einer Öffnung 25 in fluidleitender Verbindung stehen. In den beiden in
Nach einer weiteren Ausführungsvariante kann die sich in der Ausnehmung 9, 19 ansammelnde Flüssigkeit dadurch entfernt werden, dass der Kanal durch die Belastung des Rampenelements 1 durch ein darüberfahrendes Fahrzeug derart gestaucht wird, dass der Kanal zusammengepresst wird und die sich darin befindliche Flüssigkeit aus dem Kanal verdrängt wird. Der Kanal kann hierbei einen rechteckigen, halbkreisförmigen, polygonalen, trapezförmigen, schlitzartigen, drei- oder mehreckigen Querschnitt aufweisen.According to a further embodiment variant, the liquid accumulating in the
Gemäss der in
Jedes der Ausführungsbeispiele gemäss
Insbesondere können die Rampen 20, 30, 40 derart ausgebildet sein, dass sie eine Ecke eines Plattenelements 100, wie beispielsweise einer Stahlplatte oder eines Holzbretts aufnehmen können. Des Weiteren können mehrere Rampen 10, 20, 30 beispielsweise zu einer Rampe 40 modulartig zusammengesetzt werden, sodass je nach Länge oder Breite des Plattenelements 100 eine unterschiedliche Anzahl und/oder unterschiedliche Ausführungsformen von Rampen zum Einsatz kommen können.In particular, the
Gemäss jedem der Ausführungsbeispiele kann die Oberseite des Rampenelements 1 eine Markierung 21 aufweisen. Eine derartige Markierung ist für die Rampen 10, 20, 30, 40 gemäss einer der
Insbesondere kann die Markierung 21 als eine optische Markierung ausgestaltet sein, die insbesondere Sicherheitsstreifen umfasst. Die Markierung kann leuchtend, leuchtfähig oder reflektierend sein. Insbesondere kann das Rampenelement ein fluoreszierendes Material enthalten, welches das Tageslicht speichert und in der Dunkelheit leuchtet.In particular, the marking 21 can be configured as an optical marking, which in particular comprises security strips. The marking can be luminous, luminous or reflective. In particular, the ramp element can contain a fluorescent material that stores the daylight and glows in the dark.
Nach jedem der Ausführungsbeispiele kann die Markierung 21 eine Sammelrinne umfassen, um Flüssigkeit in eine der Öffnungen 25 einzuleiten.According to each of the exemplary embodiments, the marking 21 can comprise a collecting trough in order to introduce liquid into one of the
Nach einem Ausführungsbeispiel kann Oberfläche der Neigungsfläche 6, 16 und/oder die Oberseite 7 des Halteelements rau oder wasserabweisend sein. Durch eine Erhöhung der Rauigkeit der Oberfläche kann die Haftfähigkeit verbessert werden, sodass ein Verrutschen des Plattenelements auf dem Auflageelement nicht möglich ist. Insbesondere kann hierdurch die Sturzgefahr für Zweiradfahrer verringert werden.According to one embodiment, the surface of the
Nach einem Ausführungsbeispiel kann eine Abdichtung zum Schutz vor Wasserablauf in die Grube vorgesehen sein. Diese Abdichtung kann beispielsweise als Vorsprung auf der Auflagefläche ausgebildet sein. Insbesondere kann die dem Absatz näher liegende Kante der Ausnehmung 9, 19 eine grössere Länge aufweisen, als die Länge der Kante, die vom Absatz weiter entfernt ist. Diese Kante wird durch die Gewichtskraft des Plattenelements gegen den Untergrund gepresst, wodurch ein Durchtritt von Flüssigkeit von der Fahrbahn in Richtung der Grube unterbunden werden kann. Somit wird durch den Vorsprung oder die verlängerte Kante eine Flüssigkeitsbarriere geschaffen.According to one embodiment, a seal can be provided to protect against water drainage into the pit. This seal can be designed, for example, as a projection on the support surface. In particular, the edge of the
Gemäss einem Ausführungsbeispiel weist das Rampenelement 1 oder das Halteelement 2 Öffnungen auf, welche zum Ablauf von Flüssigkeiten, beispielsweise Wasser, geeignet sind. Insbesondere können die Öffnungen 25, 35 mit Ausnehmungen 9, 19 zur Ableitung der Flüssigkeiten verbunden sein.According to one embodiment, the
Nach einem Ausführungsbeispiel enthält das Rampenelement oder das Halteelement ein poröses Material. Ein Detail eines Halteelements 2, welches ein poröses Material enthält, ist in
Gemäss dem in
Gemäss dem in
Der mittlere Porendurchmesser im ersten Abschnitt 24 kann im Wesentlichen konstant verlaufen.The average pore diameter in the
Die Rampe 10, 20, 30, 40 gemäss jedem der Ausführungsbeispiele enthält ein erstes Elastomer und ein zweites Elastomer.The
Gemäss einem Ausführungsbeispiel beträgt der Anteil des ersten Elastomers 25 Gew. % bis 35 Gew. %.According to one embodiment, the proportion of the first elastomer is 25% to 35% by weight.
Gemäss einem Ausführungsbeispiel beträgt der Anteil des zweiten Elastomers 10 Gew. bis 25 Gew. %.According to one embodiment, the proportion of the second elastomer is 10% to 25% by weight.
Gemäss einem Ausführungsbeispiel enthält die Rampe leichtflüchtige Substanzen, wobei der Anteil an leichtflüchtigen Substanzen maximal 7 Gew % beträgt.According to one embodiment, the ramp contains volatile substances, the proportion of volatile substances being a maximum of 7% by weight.
Gemäss einem Ausführungsbeispiel enthält die Rampe Füllstoffe, wobei der Anteil an Füllstoffen im 33 Gew. % bis 65 Gew. % beträgt.According to one embodiment, the ramp contains fillers, the proportion of fillers being from 33% by weight to 65% by weight.
Gemäss einem Ausführungsbeispiel enthalten die Füllstoffe Russ und Calciumcarbonat.According to one embodiment, the fillers contain carbon black and calcium carbonate.
Gemäss einem Ausführungsbeispiel enthalten die Füllstoffe Russ und Siliziumdioxid.According to one embodiment, the fillers contain carbon black and silicon dioxide.
Gemäss einem Ausführungsbeispiel enthalten die Füllstoffe Russ und Calciumcarbonat oder Siliziumdidioxid und Spuren von Zinkoxid, Magnesium, Eisen oder Aluminium.According to one embodiment, the fillers contain carbon black and calcium carbonate or silicon dioxide and traces of zinc oxide, magnesium, iron or aluminum.
Gemäss einem Ausführungsbeispiel enthält das erste Elastomer Acrylnitril-Butadien Kautschuk (NBR).According to one embodiment, the first elastomer contains acrylonitrile butadiene rubber (NBR).
Gemäss einem Ausführungsbeispiel enthält das zweite Elastomer Styrol-Butadien-Kautschuk (SBR).According to one embodiment, the second elastomer contains styrene-butadiene rubber (SBR).
Eine Rampe gemäss Beispiel 1 enthält 26 Gew. % NBR und 12 Gew. % SBR. Die Rampe enthält 7 Gew. % leichtflüchtige Substanzen, wie Wasser oder Weichmacher. Der Russanteil beträgt 24 Gew. %. Der Anteil an Calciumcarbonat beträgt 20 Gew. %. Der Anteil an Siliziumdioxid beträgt 5 Gew. %. Der Anteil an Zinkoxid beträgt 1 Gew. %. Die restlichen 5 Gew % umfassen aluminiumhaltige, magnesiumhaltige und eisenhaltige Füllstoffe.A ramp according to Example 1 contains 26% by weight of NBR and 12% by weight of SBR. The ramp contains 7% by weight of volatile substances, such as water or plasticizers. The soot content is 24% by weight. The proportion of calcium carbonate is 20% by weight. The proportion of silicon dioxide is 5% by weight. The proportion of zinc oxide is 1 % By weight. The remaining 5% by weight comprise fillers containing aluminum, magnesium and iron.
Die chemische Zusammensetzung der Elastomere wurde mittels Fourier-Transform-Infrarot-Spektroskopie (FTIR) ermittelt. Hierbei kam ein ATR Golden Gate Spektrometer mit einem Wellenzahlbereich von 4000 1/cm bis 600 1/cm, einer Auflösung von 4 1/cm sowie einer Anzahl von 10 Scans zum Einsatz. Die IR-Spektren der Proben wurden mit Referenzspektren aus der IR Datenbank verglichen. Die höchste Übereinstimmung wurde mit dem Referenzspektrum von Acrylintril-Butadien-Kautschuk (NBR) gefunden. Der Hauptfüllstoff der Rampe gemäss Beispiel 1 war Calciumcarbonat. Für eine genauere Bestimmung des Elastomeranteils und der Elastomerzusammensetzung wurde eine Thermische Gravimetrie Analyse (TGA) durchgeführt. Das Messprogramm für die Rampe gemäss Beispiel 1 umfasste das Aufheizen der Probe auf 550°C mit 10°C / min, danach wird die Temperatur für 40 min isotherm gehalten. Danach wird auf Sauerstofffluss umgestellt und mit 10°C / min auf eine Temperatur von 850°C beheizt. Diese Temperatur wurde für 15 min im isothermen Betrieb beibehalten.The chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR). An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used. The IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR). The main filler of the ramp according to Example 1 was calcium carbonate. A thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition. The measurement program for the ramp according to Example 1 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
Eine Rampe gemäss Beispiel 2 enthält 42 Gew. % NBR und 17 Gew. % SBR. Die Rampe enthält 6 Gew. % leichtflüchtige Substanzen, wie Wasser oder Weichmacher. Der Russanteil beträgt 29 Gew. %. Der Anteil an Calciumcarbonat beträgt 0.5 bis 1 Gew. %. Der Anteil an Siliziumdioxid beträgt 2 Gew. %. Der Anteil an Zinkoxid beträgt 1 Gew. %. Die restlichen 2% - 3.5 Gew. % umfassen aluminiumhaltige, magnesiumhaltige und eisenhaltige Füllstoffe.A ramp according to Example 2 contains 42% by weight of NBR and 17% by weight of SBR. The ramp contains 6% by weight of volatile substances such as water or plasticizers. The soot content is 29% by weight. The proportion of calcium carbonate is 0.5 to 1% by weight. The proportion of silicon dioxide is 2% by weight. The proportion of zinc oxide is 1% by weight. The remaining 2% - 3.5% by weight comprise aluminum, magnesium and iron fillers.
Die chemische Zusammensetzung der Elastomere wurde mittels Fourier-Transform-Infrarot-Spektroskopie (FTIR) ermittelt. Hierbei kam ein ATR Golden Gate Spektrometer mit einem Wellenzahlbereich von 4000 1/cm bis 600 1/cm, einer Auflösung von 4 1/cm sowie einer Anzahl von 10 Scans zum Einsatz. Die IR-Spektren der Proben wurden mit Referenzspektren aus der IR Datenbank verglichen. Die höchste Übereinstimmung wurde mit dem Referenzspektrum von Acrylintril-Butadien-Kautschuk (NBR) gefunden. Der Hauptfüllstoff der Rampe gemäss Beispiel 2 war Siliziumdioxid. Für eine genauere Bestimmung des Elastomeranteils und der Elastomerzusammensetzung wurde eine Thermische Gravimetrie Analyse (TGA) durchgeführt. Das Messprogramm für die Rampe gemäss Beispiel 2 umfasste das Aufheizen der Probe auf 550°C mit 10°C / min, danach wird die Temperatur für 40 min isotherm gehalten. Danach wird auf Sauerstofffluss umgestellt und mit 10°C / min auf eine Temperatur von 850°C beheizt. Diese Temperatur wurde für 15 min im isothermen Betrieb beibehalten.The chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR). An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used. The IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR). The main filler of the ramp according to example 2 was silicon dioxide. A thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition. The measurement program for the ramp according to Example 2 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
Eine Rampe gemäss Beispiel 3 enthält 34 Gew. % NBR und 24 Gew. % SBR. Die Rampe enthält 6 Gew. % leichtflüchtige Substanzen, wie Wasser oder Weichmacher. Der Russanteil beträgt 20 Gew. %. Der Anteil an Calciumcarbonat beträgt 0.5 bis 1 Gew. %. Der Anteil an Siliziumdioxid beträgt 12 Gew. %. Der Anteil an Zinkoxid beträgt 1 Gew. %. Die restlichen 2% - 2.5 Gew. % umfassen aluminiumhaltige, magnesiumhaltige und eisenhaltige Füllstoffe.A ramp according to Example 3 contains 34% by weight of NBR and 24% by weight of SBR. The ramp contains 6% by weight of volatile substances such as water or plasticizers. The soot content is 20% by weight. The proportion of calcium carbonate is 0.5 to 1% by weight. The proportion of silicon dioxide is 12% by weight. The proportion of zinc oxide is 1% by weight. The remaining 2% - 2.5% by weight comprise aluminum, magnesium and iron fillers.
Die chemische Zusammensetzung der Elastomere wurde mittels Fourier-Transform-Infrarot-Spektroskopie (FTIR) ermittelt. Hierbei kam ein ATR Golden Gate Spektrometer mit einem Wellenzahlbereich von 4000 1/cm bis 600 1/cm, einer Auflösung von 4 1/cm sowie einer Anzahl von 10 Scans zum Einsatz. Die IR-Spektren der Proben wurden mit Referenzspektren aus der IR Datenbank verglichen. Die höchste Übereinstimmung wurde mit dem Referenzspektrum von Acrylintril-Butadien-Kautschuk (NBR) gefunden. Der Hauptfüllstoff der Rampe gemäss Beispiel 3 war Siliziumdioxid. Für eine genauere Bestimmung des Elastomeranteils und der Elastomerzusammensetzung wurde eine Thermische Gravimetrie Analyse (TGA) durchgeführt. Das Messprogramm für die Rampe gemäss Beispiel 3 umfasste das Aufheizen der Probe auf 550°C mit 10°C / min, danach wird die Temperatur für 40 min isotherm gehalten. Danach wird auf Sauerstofffluss umgestellt und mit 10°C / min auf eine Temperatur von 850°C beheizt. Diese Temperatur wurde für 15 min im isothermen Betrieb beibehalten.The chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR). An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used. The IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR). The main filler of the ramp according to example 3 was silicon dioxide. A thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition. carried out. The measurement program for the ramp according to Example 3 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
Eine Rampe gemäss Beispiel 4 enthält 30 Gew. % NBR und 15 Gew. % SBR. Die Rampe enthält 6 Gew. % leichtflüchtige Substanzen, wie Wasser oder Weichmacher. Der Russanteil beträgt 26 Gew. %. Der Anteil an Calciumcarbonat beträgt 1 Gew. %. Die restlichen 22 Gew % umfassen Siliziumdioxid, Zinkoxid sowie aluminiumhaltige, magnesiumhaltige und eisenhaltige Füllstoffe.A ramp according to Example 4 contains 30% by weight of NBR and 15% by weight of SBR. The ramp contains 6% by weight of volatile substances such as water or plasticizers. The soot content is 26% by weight. The proportion of calcium carbonate is 1% by weight. The remaining 22% by weight comprise silicon dioxide, zinc oxide and aluminum-containing, magnesium-containing and iron-containing fillers.
Die chemische Zusammensetzung der Elastomere wurde mittels Fourier-Transform-Infrarot-Spektroskopie (FTIR) ermittelt. Hierbei kam ein ATR Golden Gate Spektrometer mit einem Wellenzahlbereich von 4000 1/cm bis 600 1/cm, einer Auflösung von 4 1/cm sowie einer Anzahl von 10 Scans zum Einsatz. Die IR-Spektren der Proben wurden mit Referenzspektren aus der IR Datenbank verglichen. Die höchste Übereinstimmung wurde mit dem Referenzspektrum von Acrylintril-Butadien-Kautschuk (NBR) gefunden. Der Hauptfüllstoff der Rampe gemäss Beispiel 4 ist Calciumcarbonat. Für eine genauere Bestimmung des Elastomeranteils und der Elastomerzusammensetzung wurde eine Thermische Gravimetrie Analyse (TGA) durchgeführt. Das Messprogramm für die Rampe gemäss Beispiel 4 umfasste das Aufheizen der Probe auf 550°C mit 10°C / min, danach wird die Temperatur für 40 min isotherm gehalten. Danach wird auf Sauerstofffluss umgestellt und mit 10°C / min auf eine Temperatur von 850°C beheizt. Diese Temperatur wurde für 15 min im isothermen Betrieb beibehalten.The chemical composition of the elastomers was determined by Fourier transform infrared spectroscopy (FTIR). An ATR Golden Gate spectrometer with a wave number range from 4000 1 / cm to 600 1 / cm, a resolution of 4 1 / cm and a number of 10 scans was used. The IR spectra of the samples were compared with reference spectra from the IR database. The highest agreement was found with the reference spectrum of Acrylintril Butadiene Rubber (NBR). The main filler of the ramp according to example 4 is calcium carbonate. A thermal gravimetric analysis (TGA) was carried out for a more precise determination of the elastomer content and the elastomer composition. The measurement program for the ramp according to Example 4 comprised heating the sample to 550 ° C. at 10 ° C./min, after which the temperature is kept isothermal for 40 minutes. The system then switches to oxygen flow and heats to 10 ° C / min to a temperature of 850 ° C. This temperature was maintained for 15 minutes in isothermal operation.
Für den Fachmann ist offensichtlich, dass viele weitere Varianten zusätzlich zu den beschriebenen Ausführungsbeispielen möglich sind, ohne vom erfinderischen Konzept abzuweichen. Der Gegenstand der Erfindung wird somit durch die vorangehende Beschreibung nicht eingeschränkt und ist durch den Schutzbereich bestimmt, der durch die Ansprüche festgelegt ist. Für die Interpretation der Ansprüche oder der Beschreibung ist die breitest mögliche Lesart der Ansprüche massgeblich. Insbesondere sollen die Begriffe "enthalten" oder "beinhalten" derart interpretiert werden, dass sie sich auf Elemente, Komponenten oder Schritte in einer nichtausschliesslichen Bedeutung beziehen, wodurch angedeutet werden soll, dass die Elemente, Komponenten oder Schritte vorhanden sein können oder genutzt werden können, dass sie mit anderen Elementen, Komponenten oder Schritten kombiniert werden können, die nicht explizit erwähnt sind. Wenn die Ansprüche sich auf ein Element oder eine Komponente aus einer Gruppe beziehen, die aus A, B, C bis N Elementen oder Komponenten bestehen kann, soll diese Formulierung derart interpretiert werden, dass nur ein einziges Element dieser Gruppe erforderlich ist, und nicht eine Kombination von A und N, B und N oder irgendeiner anderen Kombination von zwei oder mehr Elementen oder Komponenten dieser Gruppe.It is obvious to the person skilled in the art that many further variants are possible in addition to the described exemplary embodiments without deviating from the inventive concept. The object of the invention is thus not restricted by the preceding description and is determined by the scope of protection which is defined by the claims. The widest possible reading of the claims is decisive for the interpretation of the claims or the description. In particular, the terms “contain” or “contain” should be interpreted in such a way that they refer to elements, components or steps in a non-exclusive meaning, which is intended to indicate that the elements, components or steps may be present or can be used, that they can be combined with other elements, components or steps that are not explicitly mentioned. If the claims relate to an element or component from a group which can consist of A, B, C to N elements or components, this wording should be interpreted in such a way that only a single element of this group is required, and not one Combination of A and N, B and N or any other combination of two or more elements or components of this group.
Claims (15)
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EP4283041A2 (en) | 2022-05-03 | 2023-11-29 | Fleyg Ag | Ramp for a sheet element |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0738246U (en) * | 1993-12-27 | 1995-07-14 | 大明電話工業株式会社 | Manhole surrounding step eliminating tool and paving method around manhole |
US20020184718A1 (en) | 2001-03-21 | 2002-12-12 | Armfield Gregory J. | Shouldered ramp for streetwork cover and method of use |
GB2531245A (en) * | 2014-10-01 | 2016-04-20 | Oxford Plastic Sys Ltd | Ramp |
WO2017009639A1 (en) * | 2015-07-13 | 2017-01-19 | Oxford Plastic Systems Limited | Kerb ramp |
CH711063B1 (en) | 2015-05-12 | 2018-06-15 | Beyeler Andreas | Support element for a plate element. |
-
2018
- 2018-12-12 EP EP18211976.8A patent/EP3666978B1/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0738246U (en) * | 1993-12-27 | 1995-07-14 | 大明電話工業株式会社 | Manhole surrounding step eliminating tool and paving method around manhole |
US20020184718A1 (en) | 2001-03-21 | 2002-12-12 | Armfield Gregory J. | Shouldered ramp for streetwork cover and method of use |
GB2531245A (en) * | 2014-10-01 | 2016-04-20 | Oxford Plastic Sys Ltd | Ramp |
CH711063B1 (en) | 2015-05-12 | 2018-06-15 | Beyeler Andreas | Support element for a plate element. |
WO2017009639A1 (en) * | 2015-07-13 | 2017-01-19 | Oxford Plastic Systems Limited | Kerb ramp |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4283041A2 (en) | 2022-05-03 | 2023-11-29 | Fleyg Ag | Ramp for a sheet element |
EP4283041A3 (en) * | 2022-05-03 | 2024-02-14 | Fleyg Ag | Ramp for a sheet element |
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EP3666978C0 (en) | 2023-09-27 |
EP3666978B1 (en) | 2023-09-27 |
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