DRAINAGE SYSTEM, DRAINAGE UNITS, AND METHODS
20220127835 · 2022-04-28
Inventors
Cpc classification
E01C11/227
FIXED CONSTRUCTIONS
E03F3/06
FIXED CONSTRUCTIONS
F16L9/22
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
International classification
E01C11/22
FIXED CONSTRUCTIONS
Abstract
A drainage system (1) comprising: at least one water receiving unit (20) having: a water receptacle (22) for receiving water from an adjoining surface; a first neck piece (24) which can be connected to the water receptacle (22) and provided such that water can flow out of the water receiving unit (20) through an opening (26) of the first neck piece (24); and at least one water drainage unit (40) for draining the water, comprising: a pipe body (42); and a first opening (46b), provided on the pipe body (42), for receiving the water in said pipe body (42); wherein: the water drainage unit (40) can be provided and oriented under the surface such j that the opening (26) of the first neck piece (24) and the first opening (46b) of the pipe body (42) can be connected and the water flowing out of the water receiving unit (20) can flow into the water drainage unit (40). Also disclosed are drainage units and methods.
Claims
1. A drainage system (1) comprising: at least one water receiving unit (20), comprising: a water receptacle (22) for receiving water from an adjoining surface; and a first neck piece (24) connected to the water receptacle (22) and positionable to allow water to flow out of the water receiving unit (20) through an opening (26) of the first neck piece (24); and at least one water discharge unit (40) for discharging the water, comprising: a tubular body (42); and a first opening (46b) which is arranged on the tubular body (42) for receiving the water into the tubular body (42); wherein: the water discharge unit (40) can be arranged and aligned below the surface in such a way that the opening (26) of the first neck piece (24) and the first opening (46b) of the tubular body (42) can be connected and the water flowing out of the water receiving unit (20) can flow into the water discharge unit (40).
2. The drainage system (1) according to claim 1, wherein: the water receptacle (22) is configured as point drainage system; or the water receptacle (22) is configured as a linear drainage system; or the water receptacle (22) has a first end (22a) and a second end (22b) arranged face-to-face and comprising connecting means and/or latching means, such that the first end (22a) of the water receptacle (22) and the second end (22b) of another water receptacle (22) can be connected and/or latched together; or the first end (22a) and the second end (22b) of the water receptacle (22) are identical or complementary to each other; or the water receptacle (22) and/or the surface comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the water receptacle (22) and the first neck piece (24) are formed integrally; or the water receptacle (22) and/or the first neck piece (24) comprises metal, concrete, polymer concrete or plastic, or a combination thereof.
3. The drainage system (1) according to claim 1 wherein: the water receiving unit (20) comprises at least a second neck piece (24) or more connected to the water receptacle (22) and positionable to allow water to flow out of the water receiving unit (20) through an opening (26) of the second neck piece (24); or the water drainage unit (40) comprises a second opening (46b) which is arranged along the tubular body (42) with the first opening (46b) for receiving the water into the tubular body (42).
4. The drainage system (1) according to claim 1, wherein: the tubular body (42) is dimensioned for loading at the surface, taking into account its distance from the surface and/or its condition; or the tubular body (42) has a first end (44a) and a second end (44b) arranged face-to-face and comprising connecting means and/or latching means, such that the first end (44a) of the tubular body (42) and the second end (44b) of another tubular body (42) can be connected and/or latched together; or the first end (44a) and the second end (44b) of the tubular body (42) are identical or complementary to each other; or the first end (44a) of the tubular body (42) is formed as a socket end and the second end (44b) of the tubular body (42) is formed as a tip end; or the socket end comprises latching elements, insertion elements, or insertion elements with a startup bevel, which are arranged along a circumference of the tubular body (42), and the tip end comprises latching regions arranged along the circumference of the tubular body (42); or the tubular body (42) comprises metal, concrete, polymer concrete or plastic, or a combination thereof; or the tubular body (42) may have a round, oval, triangular, square, pentagonal, hexagonal, rectangular, or square cross-section; or the tubular body (42) is formed by a channel member (49a) and a cover member (49b) having the first opening (46b) of the tubular body (42); or the tubular body (42) is formed by a first half-shell body (42a) and a second half-shell body (42b) having the first opening (46b) of the tubular body (42).
5. The drainage system (1) according to claim 4, wherein: the first half-shell body (42a) and the second half-shell body (42b) are substantially identical; or at least one area for producing the first opening (46b) or in which the first opening is already produced is provided on the first half-shell body (42a) or the second half-shell body (42b); or edge regions of the first half-shell body (42a) or the second half-shell body (42b) are formed in such a way that they can be stacked inside one another and/or on top of one another; or the edge regions of the first half-shell body (42a) or the second half-shell body (42b) have inwardly projecting beads, tapering beads, converging beads, and/or conical beads; or the first half-shell body (42a) and the second half-shell body (42b) comprise connecting means and/or latching means, such that they may be connected and/or latched together.
6. The drainage system (1) according to claim 1, further comprising: at least one cover unit (10) for covering the water receiving unit (20).
7. The drainage system (1) according to claim 6, wherein: the cover unit (10) has a first end (10a) and a second end (10b) arranged face-to-face and comprising connecting means and/or latching means, such that the first end (10a) of the cover unit (10) and the second end (10b) of another cover unit (10) can be connected and/or latched together; or the first end (10a) and the second end (10b) of the cover unit (10) are identical or complementary to each other; or the cover unit (10) has at least one opening (12) for letting the water through; or the cover unit (10) comprises at least one rib (14) for guiding the water and/or for stabilizing the water receptacle (22); or the cover unit (10) comprises metal, concrete, polymer concrete or plastic, or a combination thereof; or the cover unit (10) and/or the water receiving unit (20) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the water receiving unit (20) comprises a latching element (29) and the cover unit (10) comprises a latching area (19).
8. The drainage system (1) according to claim 1, further comprising: at least one water feeding unit (30) for feeding the water from the water receiving unit (20) into the water discharge unit (40); wherein the water feeding unit (30) can be arranged and aligned between the water receiving unit (20) and the water discharge unit (40) such that the opening (26) of the first neck piece (24) can be connected to a first opening (32) of the water feeding unit (30) and the first opening (46b) of the tubular body (42) can be connected to a second opening (34) of the water feeding unit (30), and the water flowing out of the water receiving unit (20) can flow through the water feeding unit (30) into the water discharge unit (40).
9. The drainage system (1) according to claim 8, wherein: the water feeding unit (30) is adjustable in height, telescopic, or folded in a concertina-like manner; or the water feeding unit (30) comprises metal, concrete, polymer concrete or plastic, or a combination thereof.
10. The drainage system (1) according to claim 1, further comprising: at least one supporting unit (60) for supporting the water discharge unit (40).
11. The drainage system (1) according to claim 9, wherein: the cover unit (60) and/or the water discharge unit (40) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the supporting unit (60) is configured such that it can be stacked with other supporting units; or the supporting unit (60) is configured in one piece; or the supporting unit (60) is configured in multiple pieces; or the supporting unit (60) comprises a first bearing member (66a) and a second bearing member (66b) for receiving the water drainage unit (40); wherein: the first bearing member (66a) and/or the second bearing member (66b) comprise connecting means and/or latching means so that they can be connected and/or latched together; or the first bearing element (66a) may be configured as a first side element and the second bearing element (66b) may be configured as a second side element; or the first bearing element (66a) and the second bearing element (66b) can be manufactured in one piece and/or separated from each other; or the first bearing element (66a) and the second bearing element (66b) may be complementary or mirror images of each other; or the connecting means and/or latching means of the first bearing element (66a) and the second bearing element (66b) may be configured as a first connecting element (68a) and a second connecting element (68b), wherein: the first connecting element (68a) can be arranged and manufactured within the first bearing element (66a) and the second connecting element (68b) can be arranged and manufactured within the second bearing element (66b) to save space; or the first bearing element (66a) can have at least one first receiving area for releasably or non-releasably receiving the first connecting element (68a) and/or the second bearing element (66b) can have at least one second receiving area for releasably or non-releasably receiving the second connecting element (68b); or the supporting unit (60) and the water drainage unit (40) are formed integrally; or the supporting unit (60) comprises metal, concrete, polymer concrete or plastic, or a combination thereof.
12. The drainage system (1) according to claim 1, further comprising: at least one alignment unit (70) for aligning or fixing the water receiving unit (20).
13. The drainage system (1) according to claim 12, wherein: the alignment unit (70) and/or the water receiving unit (20) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the alignment unit (70) comprises metal polymer concrete or plastic, or a combination thereof.
14. The drainage system (1) according to claim 1, further comprising: at least one other water discharge unit (40a) for discharging the water, comprising: another tubular body (42′); and a first opening (46b) which is arranged on the other tubular body (42′) for receiving the water into the other tubular body (42′); another opening (46b′), arranged along the other tubular body (42′) opposite the first opening (46b), for passing the water into the water discharge unit (40); and at least one spacer and/or at least one water passage unit (50) for passing at least part of the water from the other water discharge unit (40a) into the water discharge unit (40); wherein the other water discharge unit (40a) can be arranged and aligned between the water receiving unit (20) and the water discharge unit (40), such that the water can be passed from the water receiving unit (20) to the water discharge unit (40); and the water passage unit (50) can be arranged and aligned between the other water discharge unit (40a) and the water discharge unit (40) in such a way that the water can continue to flow from the other water discharge unit (40a) into the water discharge unit (40).
15. The drainage system (1) according to claim 14, wherein: the water receiving unit (20) and/or the other water discharge unit (40a) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the other water discharge unit (40a) and/or the water passage unit (50) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the other tubular body (42′) is dimensioned for loading at the surface, taking into account its distance from the surface and/or its condition; or the other tubular body (42′) has a first end and a second end which are arranged face-to-face and comprise connecting means and/or latching means, such that the first end of the other tubular body (42′) and the second end of another tubular body (42′) can be connected and/or latched together; or the first end and the second end of the further tubular body (42′) are identical or complementary to each other; or the other tubular body (42′) comprises metal, concrete, polymer concrete or plastic, or a combination thereof; or the other tubular body (42′) is formed by a third half-shell body (42b′) having the first opening (46b) of the other tubular body (42′) and a fourth half-shell body (42b′) having the other opening (46b′) of the other tubular body (42′); or the third half-shell body (42b′) and the fourth half-shell body (42b′) are substantially identical; or at least one area for producing the first opening (46b) or the other opening (46b′) of the other tube body (42′) or in which the first opening (46b) and/or the other opening (46b′) are already produced is provided on the third half-shell body (42b′) or the fourth half-shell body (42b′); or edge regions of the third half-shell body (42b′) or the fourth half-shell body (42b′) are formed in such a way that they can be stacked inside one another and/or on top of one another; or the edge portions of the third half-shell body (42b′) or the fourth half-shell body (42b′) have inwardly projecting beads, tapering beads, converging beads and/or conical beads; or the third half-shell body 42b and the fourth half-shell body 42b may comprise connecting means and/or latching means, such that they may be connected and/or latched together; or the water passage unit (50) and/or the water discharge unit (40) comprise connecting means and/or latching means, such that they can be connected and/or latched together; or the water passage unit (50) comprises metal, concrete, polymer concrete or plastic, or a combination thereof.
16. The drainage system (1) according to claim 1, further comprising: at least one cavity for storing the water flowing from the water discharge unit (40).
17. The drainage system (1) according to claim 16, wherein: the cavity is formed by a water-permeable material or geotextile material; or the cavity comprises a highly absorbent material or a water-absorbent material; or the cavity is connected to the water absorption unit (20), the water feeding unit (30), the water drainage unit (40) and/or the water passage unit (50).
18. The drainage system (1) according to claim 1, further comprising: at least one cast body unit (80) for receiving the drainage system (1).
19. The drainage system (1) according to claim 18, wherein: the cast body unit (80) is prefabricated with the drainage system (1); or the cast body unit (80) comprises metal, plastic, composite, concrete, polymer concrete, normal concrete, reinforced concrete, or asphalt concrete, or a combination thereof.
20.-56. (canceled)
Description
[0496] The invention is explained in more detail below by means of exemplary embodiments with reference to the enclosed drawings. Wherein:
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[0536] In the description below, like reference numerals are used for like parts and parts with the same effect.
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[0540] It is also conceivable to arrange the water receiving unit 20 on an infiltration ditch, for example a packed bed infiltration ditch, such that water can flow from the water receiving unit 20 into the infiltration ditch, possibly in combination with the water feeding unit 30.
[0541] The first end-side opening 44a may include a circumferential seal 48a. The first end-side opening 44a may include latching elements, as shown in
[0542] The tubular body 42 may comprise two half-shell bodies 42a without the openings 46b. Thus, water drainage can be realized via areas without water receiving unit(s) 20.
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[0556] Alternatively, the water discharge unit 40, which is located at the bottom, may comprise a tubular body 42 comprising two half-shell bodies 42a without the openings 46b. Thus, water drainage can be implemented without a connection to the other water discharge unit 40a, which is located above.
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[0571] For renewed, or first-time, connection of the bearing elements 66a, 66b, the first connection element 68a can now be connected or latched to a respective connection area and/or latching area of the second bearing element 66b, the second connection element 68b can be connected or latched accordingly to a respective connection area and/or latching area of the first bearing element 66a.
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Example 1
[0578] The drainage system comprises one or more single-piece or multi-piece upper members 20, such as shown in
[0579] Single-Piece or Multi-Piece Upper Part (without Additional Pipe Section)
[0580] In this variant of the upper part 20, individual neck pieces 24 are inserted into the corresponding receptacles 46b of the lower part 40. The neck pieces 24 can be removably secured in/to the receptacles 46b of the lower portion 40. This can be achieved via a clip-on connection and/or screwed connection. Dividing the drainage channel element 1 into upper part 20 and lower part 40 has the advantage that it can be disassembled and stacked for transport and storage and, if necessary, to save space at the construction site, thus reducing the space required in the aforementioned areas. Another advantage is that a more manageable component is available for assembly, e.g. height alignment, on the construction site due to the strength and latchability of the upper part 20. Another advantage is easier sealability, since there is only one sealing plane which must be sealed for the upper part 20 and the lower part 40. In the case of a vertically split upper part, for example, two sealing planes perpendicular to each other would have to be taken into account, wherein particularly the transition area between two sealing planes (horizontal and vertical in this case) would be extremely difficult to seal.
[0581] The uppermost part of the upper part 20 is formed by a longitudinally extending channel 22. Within the channel 22, transverse ribs 28 are provided at the apex of the arches to stiffen the channel 22, but also to prevent water from standing in the area of the arch. This could happen if the ribs 28 are not arranged at the apex of the arch. The ribs 28 also have a recess in their upper region which prevents the water from flowing from one rib 28 to the other in the case of neck pieces 24 or inlet cross sections which may be blocked by dirt, for example.
[0582] In the lower area of the neck pieces 24, these have a circumferential rim area, as a height stop and abutment for the clip-on connection and/or screwed connection. The diameter of the neck pieces 24 is configured to match the available standard diameters of the pipes, e.g. according to DN 75, 100, such that the neck pieces can be combined with standard pipes and/or standard pipe seals. The receptacles 46b may have a circumferential bevel to facilitate insertion of the individual neck pieces 24 of an upper part 20 into them. Stiffening ribs can be provided in the lower area of the neck pieces 24 to increase lateral rigidity.
[0583] The grate 10 is placed onto the channel 22 arranged above the neck pieces 24. The grate may be made of cast iron and/or have at least one recess 19 on its side surfaces corresponding to respective latching projections 29 of the upper part 20. Thus, the grate 10 is releasably attached to the upper part 20. The latching projections 29 also center the grate 10 in all three axes. This particular configuration of the latching projections 29 has the advantage that different grates 10 can be placed onto the upper part 20. In this case, the grate sides may not engage the latching projections 29, but may extend into the clearance of the latching projections 29 and rest on the upper edge of the upper part 20.
[0584] Position securing means are provided at the respective end faces of the grate 10 or the frame. One end face of the grate is provided with startup bevels and longitudinally extending positioning pins which interact with positioning pockets provided on the opposite end face. The positioning pockets have a pin section at their ends facing away from the end face. The startup bevel of the opposite end face interacts with the pin sections when two grates 10 are joined. As a result, positioning in two axes is achieved, as shown in
[0585] Advantageously, the outer width of the projected ribs 14 is greater than the width of the channel 22, such that, when the grate 10 is placed, the bottom side projected ribs 14 move the outer channel edges apart, providing a bias between the projected rib 14 and the outer channel edge. Furthermore, the upper edges of the channel are supported on the projected ribs of the grate against a pressure arising during concreting.
[0586] The side walls of the grate 10 have draft angles at their ends which allow the visible surfaces of the grate 10 to abut without gaps.
[0587] The upper parts 20 each have different end faces 22a, 22b that interact with each other during connection. One end face 22a has a pin portion that has latching means on its side and/or bottom that engage complementary latching means on the other end face 22b and compensate for tolerances, such as manufacturing tolerances and temperature-induced length changes of different materials, in the longitudinal direction. The lateral latching means ensure centering in the transverse direction. Overall, the latching means are configured in such a way that the two upper parts can be moved with a certain increased force, even if the latching means are “latched.” For the final fixation of the two upper parts 20 to each other, a screw can be inserted into a respective recess on the bottom of the pin side in the upper part of the other side (pocket end). The latch can then no longer be released due to the contact pressure of the screw. A plurality of downward parallel ribs is on the bottom side of the end of the pocket. These ribs are to prevent workers who have connected two drainage channels by screwing from injuring themselves on the screw that protrudes downward. At the end of the pin piece, there is also a cross rib that can be overflowed, which also causes stiffening for the side walls of the channel 22. A gap-free connection between the grids 10 can be ensured by adjusting the length with the latching means. Thus, it is also possible to create a longer gutter line without gaps between the top edges of the grates 10, since each drainage element 1 offers the possibility of compensating for length tolerances.
[0588] The spacing of the arches of the upper part 20 is different. In this case, the spacing corresponds to a distance of 100 mm or an integer multiple thereof, such that steel reinforcement mats commonly used worldwide can be inserted in the gaps. Due to the multi-part nature of the drainage channel element 1 with separate upper part 20, the reinforcement mats can advantageously be inserted from above.
Upper Part with Additional Pipe Piece
[0589] Advantageously, pipe sections 30 of standard pipes, e.g. according to DN 75, 100, can be inserted between the upper part 20 and lower part 40. The pipe length can be cut on site as required. It is therefore possible to combine the drainage channel element 1 with standard pipes.
[0590] The standard pipes already have a seal that can also be used to seal between the neck pieces 24 and the pipe sections 30. The diameter of the neck pieces 24 is matched to the seals of the pipes in such a way that when the neck pieces 24 are pushed in, a fixation is achieved in addition to the sealing. Additional fixing means are not necessary. On the construction site, it is advantageous to install such drainage channel elements as deep as possible in the soil, such that the vertical loads (vertical pressure, compressive stress) are reduced by the conical spread with increasing depth, since the area over which the load is distributed increases with increasing depth, as shown in
[0591] Two-Piece Lower Part
[0592] The two parts 42a, 42b of the lower part 40 are substantially identical, except that the upper part 42b may include openings and/or receptacles for the neck pieces 24 and seals, if any. Advantageously, the individual parts 42a, 42 of the lower part 40 are stackable for transport and storage, as shown in
[0593] The connection of two parts (upper piece 42b and lower piece 42a) of the lower part 40 to each other is as follows: a groove extending in the longitudinal direction of the channel is formed on one side wall (right side, see
[0594] In addition to the sealant, the component also has vertically aligned fasteners, for example clips that counteract vertical pulling apart, and domes and pockets that counteract horizontal shifting and twisting. It is further possible to provide the domes and/or pockets with additional latching means to prevent the joint area between the upper piece 42b and the lower piece 42a from deforming and leaking under horizontal load.
[0595] Another advantage is that the joint area is identical to the fasteners and can be joined in only one way. As a result, it is easy to connect the upper piece 42b and the lower piece 42b. In addition, two bottom sections 42a (without openings) can be joined together to form a closed pipe cross-section to implement areas where neck sections 24 are not required for drainage. So it is possible to stay in this drainage system without using other pipes. Thus, both continuous slots and interrupted slots are possible in the surface to be drained. It is also possible to use a plurality of point drains above the standard pipes if the longitudinal channel is omitted.
[0596] Advantageously, the upper piece 42b and lower piece 42b are substantially identical. One difference is the flange area of the upper piece 42b with the row of openings 46b to the neck pieces 24. This is an advantage because both parts 42b, 42a can be produced with interchangeable inserts from one injection mold. Alternatively, the openings 46b can be made subsequently, even at the construction site. This can reduce production costs.
[0597] On both longitudinal flanks, the lower piece 42a and/or upper piece 42b have a plurality of pins as shown in
[0598] In addition to the connecting means, the upper piece 42b and lower piece 42a have other special features.
[0599] The upper pieces and/or lower pieces can be easily stacked as shown in
[0600] In order to achieve the lowest possible stacking height with geometric rigidity, the upper pieces 42b and lower pieces 42a have inwardly projecting beads only in the side wall area. The beads have two functions: first, the beads provide geometric stiffening for the two pieces 42b, 42a, and second, the beads enable the low stack height by engagement.
[0601] In addition, the parts 42b, 42a have outwardly projecting support feet in the side wall area extending into the lower area, which can also be stacked very flat inside each other and/or on top of each other. In this way, a smooth and shock-free (dense) area can be created in the lower section of the lower piece 42a, which is also camera-accessible and easy to clean. A smooth surface results in less buildup and a higher flow rate.
[0602] The surfaces running horizontally in the longitudinal direction give the component greater longitudinal stiffness when loaded in the longitudinal direction.
[0603] To ensure that the bottom of the lower part 42a, or the top of the upper part 42b, is smooth yet stable, the beads are designed as ribs on the outer sides of the lower part 42a, or the upper part 42b.
[0604] Advantageously, these ribs in this area do not interfere with stacking, since they are adjusted to the stacking height. The minimum stacking height depends on the material thickness and the radius of the semicircular base structure. In the cross-section of the channel body, the ribs are crescent-shaped, running softly into the side wall in the direction of the joint area. This allows the minimum stacking height and provides uniform rigidity over the entire body of the lower part 42a, or upper part 42b. Where the ribs become flatter and/or weaker, the pockets become firmer and stiffer.
[0605] To further optimize longitudinal rigidity, the lower piece 42a, and the upper piece 42b in partial sections, have exactly one longitudinal rib centrally on the outer side, which does not hinder concreting of the drainage channel element 1; the concrete can flow from two sides up to the longitudinal rib. This counteracts the formation of unwanted air bubbles in the concrete.
[0606] The connection of several drainage channel elements 1 has special features. The upper portion 42b and lower portion 42a each have a socket end 44a and a tip end 44b. The socket end 44a may include at least one latching element. The latching elements are positioned on the periphery of the lower part 42a and upper part 42b, respectively, and engage respective latching surfaces of the tip end 44b. Advantageously, the latching surfaces, analogous to the latching elements of the upper part, can be used to compensate for length tolerances during assembly of the drainage channel elements 1.
[0607] Further, the socket end 44a includes at least one insertion aid that allows the tip end 44b to easily slide into the socket end 44a. For this purpose, a startup bevel is formed at the end of an insertion aid.
[0608] The tip end 44b has partially circumferential flared insertion aids with a stiffening effect at its end. These insertion aids are not provided on the base or upper part so that the smooth surfaces are not disturbed in terms of flow. The inner surfaces of the tip end 44b have parallel ribs, as shown in
[0609] A plurality of connected upper portions 42b and lower portions 42a may be arranged one above the other and interconnected, as shown in
[0610] A circumferential, angularly set-off crown area on both end faces of a drainage channel element 1 is also possible. This has the advantage that a barrel ring makes it very easy to connect two drainage channel elements to each other. In addition, due to its width, the barrel ring offers the advantage that temperature-related, material-related, and/or manufacturing-related length tolerances can be compensated by a selectable or adjustable barrel ring width, while the overall system remains tight. In addition, the barrel ring also allows the drainage channel elements 1 to be laid horizontally in radii or curves and, for example in the case of terrain curvatures, vertically, or both at the same time. A sealant or gasket applied to the inside of the barrel ring can ensure a watertight connection between the individual drainage channel elements 1.
[0611] Alignment Aids
[0612] Foot for Alignment and/or Anchoring
[0613] A foot 60 can be arranged at any point on the drainage channel element 1. For this purpose, the foot 60 can be designed in one piece or in several pieces. The foot 60 has an inner contour that corresponds to the outer contour of the channel body 42. The foot 60 may be frictionally or positively connected to the channel element 1. It is also possible for the foot 60 to be formed in one piece or in a material-locking manner with the drainage channel element 1. In this way, the foot 60 can be molded on as well. Anchoring means are arranged in the lower region of the foot 60, which, on the one hand, allow the concrete to flow through and, at least in the region of the contact surfaces, have an enlarged surface for a secure footing and for anchoring.
[0614] In addition, as shown in
[0615] A plurality of openings is also provided in the upper region of the foot 60 to allow concrete to flow therethrough. In addition, recesses or cylindrical recesses can be provided in the upper area, into which an alignment means and/or support means can be inserted, which enables easier adjustment and fixing of the infeed area, especially in the height-adjustable version.
[0616] Straining aids 70 can be arranged on one or both sides in the upper area of the drainage channel element 1, which allow the drainage channel elements 1 to be aligned and fixed to each other in all directions during the installation phase. The straining aids 70 can be cast as well. The straining aid 70 can be manufactured, for example, as a roll-formed profile made of sheet metal. This profile is advantageously less limited in length. The straining aid 70 can be configured as a Z-profile. In this case, a lower leg of the “Z” can rest on the foot 60 and/or the alignment aid and support aid 70 and be fastened there, for example with screws that are screwed through recesses in the straining aid. In this way, the longitudinal alignment (horizontal alignment) can be easily performed.
[0617] An upper leg of the Z-section forms the upper stop for the grate 10. If thickness variations occur due to manufacturing tolerances, tabs 74 in the center piece of the Z-section can be bent inward and, due to the inclined position of the center piece in the Z-section, press the leg of the grate 10 upward against the stop of the upper leg of the Z-section. In this way, height alignment (vertical alignment) can be easily performed.
[0618] The straining aid also has the function of enabling the gap closure between the individual grates 10. When the straining aid is applied, tabs arranged on the upper leg of the Z-section bend, thus ensuring that the grates 10 rest against each other without a gap in the longitudinal direction.
[0619] The straining aid further includes a plurality of recesses 72 to allow concrete to flow therethrough and anchor the Z-section to the structure.
[0620] Prefabrication
[0621] The drainage system 1 can be assembled at the factory into individual drainage channel elements, which are prefabricated in a casting mold with concrete to form a ready-to-install block. This allows the drainage system 1 to be delivered to the construction site in a pre-concreted condition. This allows time-saving installation of the elements, for example on a taxiway or runway of an airport, on logistics areas, on squares, for example parking lots, or on roads, for example freeways. This can reduce the downtime due to the necessary setting time of the concrete. In this variant, the use of tip ends and barrel rings is dispensed with, as a circumferential seal, for example a sealing compound such as Dichtfix, is applied directly to the joint area. Pretreatment of the sealing surface may be necessary. Advantageously, this variant allows replacement of individual elements, for example after damage.
Example 2
[0622] Even without independent traffic load bearing structures, a drainage system can be an integral part of an area to be drained.
[0623] In this case, the load transfer of the surface is not interrupted by drainage elements, but the drainage elements are selected in such a way that they have only a minor interfering effect in relation to the entire surface, e.g. asphalt surface or concrete surface. The drainage element thus becomes an integral part of the surface.
[0624] For this purpose, the drainage element is divided into a substantially vertically extending, only slightly interfering water receiving element 20, an optional water feeding element 30, and a water drainage element 40 extending substantially horizontally, or at a slope, in the ground.
[0625] Water Receiving Element
[0626] The water receiving element 20 may be, for example, a drainage channel (linear drainage), a simple open channel, or a point drain (point drainage). The water receiving element 20 only has the function of receiving the water. In this case, the water receiving element 20 feeds the received water to the water feeding elements 30 or water discharge elements 40. In the area of the surface, the water receiving element 20 may have a cover, for example a grate 10. The water receiving element 20 should not exceed a specific maximum installation depth. The maximum installation depth is determined in such a way that any weakening of the soil structure is statically only marginally relevant, since it is canceled out by the design-related safety factors, for example the Guidelines for the Standardization of the Pavement of Traffic Areas (RStO). Thus, the water receiving element 20 remains an integral part of the surface. Alternatively, the water receiving elements 20, for example manhole covers with frames, can be integrated into the traffic surface, for example suspended according to the Bituplan principle, such that no loads are passed on to the water discharge elements 30 or water discharge elements 40. Thus, even in this case, the water receiving element 20 remains an integral part of the surface.
[0627] Water Feeding Element
[0628] In the simplest case, the water feeding element 30 may be formed by at least one hollow tube or the like extending into a water drainage element 40. It is also possible for the water receiving element 20 and the water feeding element 30 to be integrally formed. To do this, for example, a hollow tube can expand upward to form an elongated water receiving slot at the surface. The spacing of the water feeding elements 30 is determined in such a way that any weakening of the soil structure is statically only marginally relevant, since it is canceled out by the design-based safeties, for example RSTO. The static principle of the bending beam or girder applies. Thus, the water feeding element 30 also remains an integral part of the surface. When designing the system comprising water receiving element 20 and water feeding element 30, care must be taken to ensure that in total the safeties are not completely used up. The water feeding element 30 may be telescopic or telescoping in design and/or comprise multiple parts. The water feeding element 30 may be sealed with respect to the water discharge element 40.
[0629] Water Drainage Element
[0630] The water drainage element 40 is installed at a depth at which the soil is capable of receiving the occurring load at rest and conducting it around the water drainage element 40. The depth required for this is determined by the load to be transferred and the nature of the surface and the soil using the respective load transfer cones (see
[0631] In the area where the soil can transfer the load in the static rest condition according to a load transfer angle, a dome formation begins to occur above the cavity where the water drainage element 40 is located. The dome thus protects the water drainage element 40 from the load inputs at the surface. In the area below the dome, it is advantageous to use a waterdrainage element 40 that only needs to have a low static load-bearing capacity, for example a simple pipe with a small wall thickness. The water feeding elements 30 may extend into the water discharge element 40 while remaining movable in the vertical direction. The water drainage element 40 may have a gradient, if necessary. For this purpose, the water feeding elements 30 can be freely displaced in the water discharge element 40, preferably in the vertical direction. This can further simplify the installation of the system. Settlements, for example due to ground movement and/or changes due to frost and no frost, thus have no effect on the drainage system or on the surface. Since the water receiving element 20 is an integral part of the surface, it cannot grow out of the surface. The cause of growing out is that the drainage element maintains its position and the surrounding soil or pavement is recompacted. Even asphalt surfaces can recompact themselves by up to 2%.
[0632] The following overview shows exemplary distances or installation depths, from the surface to a top edge of the water drainage element 40, of the water drainage element 40 depending on the diameter of the water drainage element 40 according to RStO Asphalt and RStO Concrete. This results in the minimum (min.) distances for RStO Concrete, load class 100 (BK 100) and the maximum (max.) distances for RStO Asphalt, load class 0.3 (BKO.3).
TABLE-US-00001 min. distance max. distance average Outer Nominal (depth)/m (depth)/m distance diameter/ diameter/ (from RStO (from RStO (average mm mm Concrete) Asphalt) depth)/m 200 DN 200 0.43 0.63 0.51 225 DN 200 0.45 0.65 0.53 250 DN 250 0.47 0.68 0.56 280 DN 250 0.50 0.70 0.58 315 DN 300 0.53 0.73 0.61 355 DN 350 0.56 0.77 0.65 400 DN 400 0.60 0.81 0.69 450 DN 450 0.64 0.85 0.73 500 DN 500 0.69 0.89 0.77 560 DN 600 0.74 0.94 0.82 630 DN 600 0.80 1.00 0.88 710 DN 700 0.87 1.07 0.95 800 DN 800 0.95 1.15 1.03 900 DN 900 1.03 1.24 1.12 1000 DN 1000 1.12 1.32 1.21
[0633] This results in a direct combination of the technical properties of the drainage element with the soil conditions actually prevailing on site. This makes it possible to eliminate additional supporting structures for load transfer, for example concrete foundations, which are arranged at least below the drainage elements to ensure adequate load distribution and prevent the drainage elements from suffering damage, for example cracks or breakage, or leaving their installation position in the event of a load.
[0634] This results in reduced material usage for the drainage element. In addition, the construction effort, for example, the amount of concrete used on site, is reduced, and the setting time on site is shortened. Saving concrete and its transport improves the CO.sub.2 balance. There are no settlement phenomena due to post-compaction in the various layers, for example pavement layers and soil layers such as non-grown soil.
[0635] Rework, such as application of a new asphalt layer, can be eliminated. Elimination of raised drainage elements can improve drainage. This can reduce a risk of aquaplaning. Furthermore, during snowfall, for example, the risk of the drainage elements being damaged by snow blades of snow plows and then having to be replaced can be reduced. In addition, the side walls of the drainage elements are subjected to less static/dynamic load, such that the risk of breakage of the side walls can be reduced.
[0636] The features of the examples can be freely combined with each other.
LIST OF REFERENCE NUMERALS
[0637] 1 drainage system [0638] 10 cover unit [0639] 10a first end [0640] 10b second end [0641] 12 opening [0642] 14 rib [0643] 19 latching area [0644] 20 water receiving unit [0645] 22 water receptacle [0646] 22a first end [0647] 22b first end [0648] 24 neck piece [0649] 24a neck piece space [0650] 26 opening of the neck piece [0651] 28 cross rib [0652] 29 latching element [0653] 30 water feeding unit [0654] 32 first opening [0655] 34 second opening [0656] 35 water discharge unit [0657] 40a other water discharge unit [0658] 10 42, 42′tubular body [0659] 42a half shell body without opening [0660] 42b half shell body with opening [0661] 42b′ half shell body with opening [0662] 44a first end-side opening [0663] 44b second end-side opening [0664] 46b opening [0665] 46b′ other opening [0666] 48a circumferential seal [0667] 48b first half-shell seal [0668] 48c second half-shell seal [0669] 49a channel element [0670] 49b cover element [0671] 50 water passage unit [0672] 60 supporting unit [0673] 62 water receiving area [0674] 64 water drainage area [0675] 66a first bearing element [0676] 66b second bearing element [0677] 68a first connecting element [0678] 68b second connecting element [0679] 70 alignment unit [0680] 72 opening [0681] 74 latching element [0682] 80 cast body unit [0683] 100 support