EP2431523A2 - Système de caniveau incliné de manière profilée - Google Patents

Système de caniveau incliné de manière profilée Download PDF

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Publication number
EP2431523A2
EP2431523A2 EP20110179731 EP11179731A EP2431523A2 EP 2431523 A2 EP2431523 A2 EP 2431523A2 EP 20110179731 EP20110179731 EP 20110179731 EP 11179731 A EP11179731 A EP 11179731A EP 2431523 A2 EP2431523 A2 EP 2431523A2
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EP
European Patent Office
Prior art keywords
gutter
stone
stones
roadway
sidewalk
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
Application number
EP20110179731
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German (de)
English (en)
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EP2431523A3 (fr
EP2431523B1 (fr
Inventor
Andreas Brunkhorst
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Lithonplus GmbH and Co KG
Original Assignee
Lithonplus GmbH and Co KG
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Publication date
Application filed by Lithonplus GmbH and Co KG filed Critical Lithonplus GmbH and Co KG
Publication of EP2431523A2 publication Critical patent/EP2431523A2/fr
Publication of EP2431523A3 publication Critical patent/EP2431523A3/fr
Application granted granted Critical
Publication of EP2431523B1 publication Critical patent/EP2431523B1/fr
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Anticipated expiration legal-status Critical

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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
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/229—Shallow gutters, i.e. gutters forming a minor pothole

Definitions

  • the invention relates to a gutter stone system according to the preamble of claim 1.
  • a gutter stone system in which a gutter stone has a part of the surface inclined towards the road surface and profiled, which slopes from the road side to the sidewalk side.
  • the profiling causes a decreasing surface inclination towards the sidewalk side.
  • the gutter stone has dummy joints, which divides the surface of the stone in the longitudinal extension of the road in half and which defines a walkway-side and a road-side straight, ie plane partial surface.
  • the sidewalk-side surface is aligned almost horizontal to the road surface while the road-side surface has a slope.
  • the Channel has due to the change in inclination along the dummy joint on a predetermined by the position of the dummy joint defined width.
  • a gutter stone system with complex gutter stones, which have flat inclined surfaces, is from the DE 20 2004 012 055 U1 known.
  • Other generic gutter stone systems are in the DE 10 2004 063 689 A1 and DE 85 33 187 U described.
  • the object of the invention is to propose a gutter stone system with better water drainage properties, lower cleaning requirements and improved penetration properties.
  • a gutter stone system with straight and curved gutter stones which extend over a width of a gutter to be created between the roadway and the roadway boundary / sidewalk / gutter, in particular curb.
  • the gutter stone system can also be used, for example, to form a transverse channel of the road or a sidewalk, wherein the channel is formedteurfahrbar and two rows of complementary gutter systems for forming an intermediate channel in the longitudinal direction are mirror images of each other.
  • Every gutter stone has at least one inclined to the roadway boundary / walkway / groove and profiled part surface that slopes from the road side to sidewalk side, the profiling causes a decreasing surface inclination in the sidewalk side.
  • the partial surfaces of the dummy profile that assign the sidewalk or channel side have a partial surface profiling
  • the partial surfaces that provide the roadway side have a planar profiling.
  • the partial surface profiling causes a decreasing surface inclination in the direction of sidewalk side of the channel and is therefore not plan or flat, but is for example kinked, curved or bent, as this proposes the following advantageous development.
  • a channel is proposed whose width is not determined by the position of a dummy joint, but whose width is freely propagated within the sub-surface defined by the dummy joint.
  • groove surfaces of any width with respect to the width of the sub-surface, which is defined by the dummy joint are formed.
  • the width of the drainage channel can be designed as desired and is not dependent on the position of the dummy joint, whereby an efficient outflow of the water and a sure-footed passage through the channel is made possible
  • the channel width which is defined by the profiling or the horizontally extending part surface
  • the width of the gutter ie, the walkway-side sub-surface, regardless of the subdivision of Stone surface
  • the gutter in areas where a high drainage performance is required, such as the proximity of downcomers or manhole covers or the like, widens the channel and be narrowed in areas where little drainage is expected, the gutter, and the inclination angle can be adjusted.
  • the surface design of the stone is influenced by the location and positioning of the dummy joints, which are arranged in particular at regular intervals on the surface of the stone.
  • the walkway-oriented sub-surface defined by the location of the dummy joint may be profiled, e.g., angled or bent, to provide increased variability in groove width adjustment.
  • the run-off property can be improved, the ability to pass through can be increased, and the adaptation of the gutter stone system to water-guiding conditions can be improved.
  • the gutter stone system according to the invention has gutter stone elements in which a profiled, in particular angled, curved, or otherwise curved surface of the gutter stone element inclines over the entire width of the gutter to be created toward a longitudinal side edge or side surface of the gutter element.
  • a wide channel is formed, in which water can flow off flatly, so that even with coarse contamination, a sufficiently wide drainage channel remains and formation of large puddles is avoided.
  • Driving safety on a road in heavy rainfall is improved.
  • the water is passed quickly and undisturbed along the gutter and unwanted flooding of the road, sidewalk and gutter is prevented even in heavy pollution of the gutter.
  • the water flows faster and the decreasing inclination in the direction of sidewalk / gutter / road boundary allows a safe passage even with assistants or driving on bicycles and Wheelchairs, so that the profiled flattening slope of the channel or the profiled desk training supports barrier-free construction.
  • the profiling can comprise at least one curved, curved and / or angled partial surface of the gutter stone surface, the radius of curvature increasing in the direction of the road boundary / sidewalk / groove or the inclination angle of each angled partial surface decreasing.
  • the increased radius of curvature or decreasing angle of inclination forms an increased flow area at the curb, wherein by means of a gutter stone both the flow across the road improves, and a wide flow along the roadway to the next outflow is made possible.
  • the profiled gutter stone surface may comprise at least two partial surfaces extending longitudinally in the roadway direction, the partial surface facing the sidewalk or channel favoring a smaller angle of inclination or angle of curvature, in particular in the range of 0.5 ° to 10 ° 0.8 ° to 2 °, in particular 1 ° and the road side facing partial surface has a correspondingly greater inclination or curvature angle.
  • This doubly angled console design can be easily produced in terms of production technology and offers increased safety for cyclists and pedestrians when entering or driving on.
  • the partial area attributed to the sidewalk or gutter side can have a width of 10 to 200 mm, preferably 80 mm, and the total width of the gutter stone system can be in the range of 100 mm to 1000 mm.
  • the width of 80mm creates an optimal drainage width, so that typical gutter dirt can be flowed around without Wasseraufstau Struktur.
  • a stone of the gutter system can be the width of a gutter pavement cover completely so that only one row of gutter stones or for a transverse gutter two rows of paving stones are laid for paving a gutter.
  • the gutter stone system may comprise complex gutters and single stones.
  • Complex gutter stones are characterized by the fact that their surface cover a multiple of a surface of a single stone, and by a dummy joint ornament the impression of a gutter stone surface composed of individual stones awaken.
  • An individual stone preferably has a surface in the size of a dummy joint stone of a complex gutterstone.
  • the size of a single brick preferably corresponds to the size of a smallest geometric unit of a complex gutter, in particular the size of a dummy brick.
  • the individual stones comprise at least one walkway-side or groove-side oriented profiled inclined gutter single stone and a roadway-oriented unprofiled inclined gutter single stone.
  • the individual stones are preferably arranged offset from one another, so that no continuous transverse grooves are formed.
  • the roadway-side single stone is designed to be higher than the walkway or gutter-side single stone, so that the inclined surface of the adjacent individual stones in the direction of the gutter is continuous.
  • the individual stones can be used in particular as repair stones / fillers for the formation of flexible lengths, as well as for curve formation in combination with complex gutter stones.
  • the stones can be arranged offset in the direction of the road to each other.
  • the stones can be installed as repair stones and filling stones or, when the road is curved, as curve stones.
  • the single stones of the gutter system can be used for continuous guttering in order to increase the joint density, to utilize the seepage capacity of the stone joints and to achieve a more pleasing appearance of single pavement.
  • each complex gutter stone dummy joints with a joint width of 2 to 12mm, preferably 8mm exhibit. Sham joints increase the optical appeal of the gutter, which gives the impression of a single pavement with small stones. Furthermore, the dummy joints allow an improved and guided drainage effect, with large surface parts of the gutter stone continue to be handy passable or accessible.
  • the dummy joints of the complex gutters may have a depth of about 1 mm to 5 mm.
  • the dummy joints of the gutter elements of the gutter stone system are formed about 1 mm to 5 mm deep, in addition to an attractive appearance with small amounts of water also allow improved drainage on the dummy joints.
  • At least one gutter stone may have on its bottom surface a bottom profiling, preferably at least one bottom groove for intermeshing the gutter stone with the ground.
  • a bottom profiling in particular longitudinal and / or transverse grooves or projections and recesses, the anchoring of the gutter stone system in the ground and thus the durability of the channel is increased.
  • At least one gutter stone may have at least one toothing and / or spacer element, in particular spacer rib and / or projection / recess element, on the two butt side surfaces and / or road side surface and / or sidewalk or groove side surface, wherein the spacer elements on the butt side surfaces preferably offset from one another for alignment adjacent to each other and for a spacing width of 2 to 12 mm, in particular 7mm are formed and the spacer elements of the roadway and / or gutter / sidewalk side surface are preferably formed over a large area with a spacing width of 1 to 3mm, in particular 2mm.
  • gutter stones which at abutting sides to adjacent gutter stones one each Having projection and a recess, achieve a positive cohesion between the gutter stone elements.
  • a flush assembly of the gutter stones is simplified at abutting spacers, thereby improving construction speed and quality and there are uniform spacing gaps between the gutter stones, which cause a uniform optical effect.
  • Flat spacers in the direction of the adjoining paving surface allow a combination with any paving systems.
  • the spacer elements are preferably to be formed such that a gap results in the width of a dummy joint of a complex gutter block.
  • the gutter stone system may comprise at least five different complex gutter stones, the gutter stone system having straight channel stones, trapezoidal, curved, curved or angled gutter stones whose surfaces are inclined to an outer long arc section for a curve outer boundary, and curved, curved or angled gutter stones whose surfaces are inclined to an inner short arc section for a curve-inside boundary comprises.
  • the gutter stone system it is proposed to equip the gutter stone system with at least five different gutter stone elements, namely with straight, as well as inside bend, outside bend gutter stones and two single stones with and without top profiling.
  • the gutter block system can be adapted to complex path or road courses. This is especially possible if the gutter stone system comprises straight gutter stone elements and trapezoidal or curved or curved gutter stone elements whose surface is inclined to a long baseline or to a short baseline.
  • the outer arc portion of the trapezoidal, curved, curved or angled outer gutter stone an arc length of about 15 to 30cm, preferably 20 to 25cm, in particular 23 cm and the inner arc portion has an arc length of about 15 to 25 cm, preferably 18 to 22cm, in particular 20 cm.
  • the outer arc portion of the trapezoidal, curved, curved or angled inner gutter stone an arc length of about 25 to 15cm, preferably 23 to 18cm, in particular 20 cm and the inner arc portion has an arc length of about 13 to 20 cm, preferably 15 to 19cm, in particular 17 cm.
  • the straight gutter stone elements may have a length of 10 cm to 60 cm and especially about 45 cm
  • the outer trapezoidal gutter stone elements may have an outer arc section with an arc length of about 23 cm and an inner arc section with an arc length of about 20 cm
  • the inner trapezoidal Gutter stone elements may have an outer arcuate portion having an arc length of about 20 cm and an inner arcuate portion having an arc length of about 17 cm.
  • the inner arc portion of the outer trapezoidal gutter and the outer arc portion of the inner trapezoidal gutter stone may have a radius of about 150 to 300 cm, preferably 180 to 250 cm, in particular 200 cm.
  • the inner arc portion of the outer gutter stone and the outer arc portion of the inner gutter stone can be adjusted to a radius in the specified range. This allows for an exclusive stringing together of curved gutter stone elements the formation of roads and roads sufficiently narrow radii.
  • the total surface of each gutter can have an inclination angle ⁇ 1 from the road side to the sidewalk / gutter side of 10 ° to> 1 °, in particular 5 ° to 2 °, preferably 2.5 °.
  • ⁇ 1 from the road side to the sidewalk / gutter side of 10 ° to> 1 °, in particular 5 ° to 2 °, preferably 2.5 °.
  • each gutter stone between 80 to 180 mm, with a roadside inclined, curved or curved part surface in the height range between 90 to 180mm and an adjoining walkway or gutter side part surface in the height range between 80 up to 170mm is arranged.
  • a roadside inclined, curved or curved part surface in the height range between 90 to 180mm and an adjoining walkway or gutter side part surface in the height range between 80 up to 170mm is arranged.
  • Fig. 1 shows a gutter stone system of the prior art.
  • the gutter stone 10 of the pulley channel connects a pavement pavement 14 of a roadway 12 with a curb 20, to which a pavement pavement 18 of the pavement 16 connects.
  • the prior art gutter brick 10 rests in a mortar bed 92 that is anchored together with the curb 20 in a concrete foundation 94.
  • the pavement and pavement pavement 14, 18 are deployed in a crushed grit-mix bed 96 that extends above the soil 98.
  • a cross-sectionally wedge-shaped gully forms, in which soiling can easily lead to large pools.
  • the even, flat gutter incline of the surface of the gutter block 10 leads bicycles moving along the gutter towards the curb 20, thus increasing the risk of accidents for cyclists.
  • Pedestrians walking on the lane 12 from the walkway 16 via the pulley channel 10 experience a high joint load when the feet are aligned on the inclined surface of the pulley channel 10.
  • the Fig. 2a shows a page and Fig. 2b a plan view of a trough stone 10 of the prior art with conventional dimensions.
  • the gutter stone 10 has, for example, a 14 cm high roadway side surface 32 and a 12.75 cm high sidewalk side surface 34.
  • On the surface 22 a dummy joint structuring 26 is arranged to create an optically pleasing impression.
  • the surface 22 is flat and is evenly inclined from the road side surface 32 to the sidewalk side surface 34.
  • the abutment side surface 36 have spacer ribs 24, which ensure a definable distance when connecting adjacent gutter stone systems.
  • the spacer ribs 24 are not adjacent to each other and allow no alignment or support in the arrangement of the stones 10.
  • FIG. 12 illustrates a plan view of the prior art gutter brick 10, with dummy joints 26 and spacer ribs 24 clearly visible.
  • FIGs. 3a and 3b Two embodiments of a profiled inclined gutter stone 30 are shown in side view.
  • the abutment side surface 36 in each case has two spacer ribs 24 with a clearance height of, for example, 7 mm, wherein the respective complementary spacer rib 24 of the opposite side of an adjacent block 30 is shown in dashed lines and is located on an opposite side surface 36.
  • the spacer ribs 24 do not protrude from the bottom surface 90 to the surface 40 of the gutter stone 30, but only below 50% of the butt side surface 36.
  • the two spacer ribs 24 a side surface 36 between the spacer ribs 24 of the side surface 36 of the adjacent stone grab 30 so that the stones 30 are aligned and aligned.
  • the dummy joints 26 are like the connecting joints, for example 8mm wide. Spacer ribs 24 with 7mm clearance height ensure fast laying performance with the implementation of joints of at least 8mm. The homogeneous joint widths ensure uniform joint filling.
  • planar spacers 24 are arranged with a small clearance height of, for example, 2 mm.
  • Flat spacers 24 in the direction of adjoining paved surface of the sidewalk or road surface 32, 34 allow a combination with any pavement systems.
  • the surface 40 of the gutter stone 30 is structured with dummy joints 26 to give the impression of a single stone pavement. The dummy joints 26 allow for improved water drainage and serve for optical decoration, but can also be omitted.
  • the walkway-side gutter stone surface 40 comprises two sub-surfaces 62, 64 with different angles of inclination ⁇ 1 , ⁇ 2 as angled sub-surfaces 80, 82, which are referred to as a desk.
  • a desk In the Fig. 3a is one of the lane closer partial surface 64, 82 just with a larger inclination angle ⁇ 1 as the walkway facing planar part surface 62, 80 formed with inclination angle ⁇ 2 .
  • a wide stream of water can flow away.
  • a trough stone 30 is shown with concavely curved profiling 46 of the surface 40, wherein the surface 40 is profiled profiled throughout.
  • the surface 40 is profiled profiled throughout.
  • a profiling 38 is attached, for example, as floor grooves, but also presets and resetting or another type profiling are conceivable.
  • the profiling 38 ensures a toothing of the gutter block 30 with the substrate 92, 94, so that the thrust forces can be better absorbed.
  • Fig. 4a has a plan view of a gutter stone 30, 50th eight sub-areas 28, which indicated individual stones, and which are bounded by dummy joints 26.
  • the gutter 50 can replace eight single stones and allow a quick, inexpensive installation.
  • the sidewalls 28 oriented to the sidewalk side surface 34 have lower pitch surfaces 64, 82 of a higher inclination angle and groove formation surfaces 62, 80 of a lower inclination angle.
  • a profiled gutter surface 40 is formed, which is angled in the region of the profiled gutter stone surface 42, 44.
  • the stone 50 has no preferential direction and does not have to be turned for laying.
  • the width of the channel 30 may be, for example, 300 mm in order to optimally connect to a longitudinal record.
  • the advantage of the flat console formation 62, 80 towards the curb 20 in direction 34 is that the water in the gutter is better guided. Flooding is prevented. The water drains faster.
  • Fig. 4b shows a laying section of a gutter stone system with two longitudinally adjacent 6-flat gutter stones 52, wherein at the respective longitudinal end of a single stone 70, 72, 74 is added for length adjustment.
  • the individual stones 72, 74 are executed in one embodiment as trough-facing stone 74 with partial surface profiling 62,80 and 64, 82 and as road facing stone 72 with unprofiled, flat, inclined surface 64, 82.
  • the spacer elements 24 and the bottom profile 38, as well as the guideway and sidewalk side 32, 34 associated planar spacer 24 are shown.
  • the Fig. 5 shows analogous to Fig. 4 a side, top and perspective view of the hexagonal gutter stone 52 with dummy joints, the six sub-area 28, bounded by dummy joints 26 identifies as "sparkle stones", wherein the groove-side part surface 62, 80 with a Tilt angle of 0 to 3 ° inclined and possibly curved designed, and the roadway-side part surface 64, 82 inclined, flat and is designed unprofiled with respect to the part surface 28, and an inclination angle greater than the inclination angle of the partial surface 62, 80 has.
  • the dummy joints 26 indicate a staggered laying of the thus designated “sparkle stones", wherein the longitudinal thrust side surfaces 36 are formed stepwise at a distance of a half “sparkling stone".
  • the stepped longitudinal design allows a toothing of adjacent in the laying direction channel stones 30, and causes together with the spacer ribs 24 of the abutting side surfaces 36 a lateral force transmitting longitudinal association.
  • spacer ribs 24 are arranged on both stepped abutment side surfaces 36, which project from the bottom surface 90 to below half the height of the abutting side surface 36 of the gutter stone 52, and which are offset and laterally abutting to spacer ribs 24 of a subsequent stone 52 ,
  • In the bottom surface 90 grooves 38 are recessed in the longitudinal direction, which provide for an improved lateral support of the gutter stone 52 with respect to the gutter extension.
  • Fig. 6 exemplifies a possible dimensioning of an embodiment of a gutter 60, as he can find in a conventional grid in civil engineering use.
  • the dimensioning is to be understood as an example and can be modified by a person skilled in the art in accordance with the requirements.
  • the console 62, 80 to curb 20 (page 34) is about 80-170 mm wide and has a tilt angle of about 0.5-10 °.
  • the stone height is in this area at 90-200mm.
  • the second desk has a correspondingly larger angle of inclination than desk 1.
  • the width of the channel can be between 100-1000mm.
  • the illustrated total width of 300mm leads to a connection possibility to a longitudinal record.
  • the desk 62, 80 towards the curb is about 80 mm wide and has an inclination angle of about 1 °.
  • the stone height is 130mm in this area.
  • the second console 64, 82 immediately adjoins the first console 62, 80 and runs 140 mm up to the height of the stone.
  • the spacers 24 to the roadway 12 and pavement 16 on the sides 32 and 34 are 2mm deep, the bottom profile elements 38 are 8mm deep and have a radius of 5mm with an opening angle of 80 °.
  • FIGs. 7a to 7e different embodiments of gutter stones 30 are shown, wherein the Figs. 7a to 7d each represents a single gutter stone 48, 49, 52, 54 with a different number of dummy joints 26, in which the width contour 36 has a gradation corresponding to a standard width. They can be assembled in length directly abutting and width intermeshing in order to realize a fast, cost-effective installation and a transverse force distribution.
  • the length of the gutter is 150 - 1000mm.
  • the stones 48, 49, 52, 54 have no preferred direction and therefore need not be rotated during installation.
  • Each stone 48, 49, 52, 54 has in the direction sidewalk side surface / groove side surface 34 a bounded by dummy joints 26 part surface 28, which is composed of a slightly inclined partial surface 80 and a more inclined surface portion 82.
  • the roadway-side 32 facing faces 28 are strongly inclined faces 82nd Fig. 7a represents a 6-part gutter 52, Fig. 7b a 9-part trough 54 for a wide gutter formation, Fig. 7c a 4-part gutter 49 and Fig. 7d a 2-part gutter 48 is.
  • the Fig. 7e shows a gutter stone system that is composed of two individual stones 72, 74.
  • the stone 72 arranged in the direction of the roadway side 32 has an unprofiled, inclined surface 82, while the channel 74, which has to be routed or paved, has a profiling comprising two sub-surfaces 80, 82.
  • the partial surface 80 is inclined less strongly, if at all, than the strongly inclined partial surface 82.
  • the two individual stones 72, 74 are laid in each case in combination with each other and preferably offset from each other. They allow a high degree of flexibility of laying and can be used in particular in bottlenecks such as curve areas in which large-scale channel stones collide and gaps are created. They can also be used as repair stones if larger stones have to be replaced or replaced.
  • a full-surface Rinnenbepflasterung with individual stones 72, 74 is conceivable, as well as a formation of circles and inner and outer curves.
  • Fig. 8 provides according to the Fig. 1 an embodiment of a pulp channel using an embodiment 30 of a gutter stone with profiled gutter stone surface 42.
  • a wide outflow channel is formed, which allows both pedestrians and cyclists and wheelchair users a pleasant use, a high amount of water even at high pollution can escape quickly and safely and is easy to clean.
  • the gutter brick system may include gutters 30, 48, 49, 50, 52, 54, 56, 57, 70, 74, 70, 72 which are straight and / or curved, or angled .
  • the Figs. 9 and 10 show examples of a bent 6-part gutter stone 56 or angled 4-part gutter stone 57, which can be used for a curve construction.
  • bent part surface 40, 42, 44 On each of the sidewalk side 34 oriented and bounded by dummy joints 26 bent part surface 40, 42, 44 are lower part surfaces with a large inclination angle ⁇ 1 64, 82 and ⁇ 2 62, 80 with a small inclination angle.
  • the in Fig. 9 shown channel stone 56 has a uniform curvature.
  • Figs. 10a and 10b are angled gutters 57, which show by means of dummy joints 26 four faces 28 as "sparkle stones", for a curve inside ( Fig. 10a ) and outside ( Fig. 10b ) Laying shown.
  • the side surface 28 facing the sidewalk side 34 comprises two profiling surfaces 62, 80 and 64, 82.
  • FIG. 11 a curve pavement section 58 of the gutter system by combining five curved curved gutters 56 of Fig. 9 , which form a gutter for a curve outer roadway boundary.
  • a gutter singlet system 70 that includes individual stones 72, 74 in combination.
  • a gutter facing or gutter facing gutter stone 74 has a profiled inclined surface, which is formed for example bent, or may consist of two partial surfaces 62, 80 and 64, 82.
  • the partial surface 62, 80 is less inclined than the partial surface 64, 82.
  • At this stone 74 encounters a corresponding adapted in height further roadway facing gutter 72, which has a non-profiled more inclined surface 82, 84.
  • Both stones 72, 74 have spacer ribs 24, wherein with respect to the roadway side 32 and the gutter or sidewalk side 34 large-area spacer ribs 24 with a small clearance height and compared to the thrust side surface 36 narrow spacer ribs 24 are arranged with spacing heights of the order of a desired Steinfugen line 86.
  • Fig. 12d and 12e show a road-side and channel-side single stone 72, 74 in a perspective view, the small-area on its two abutment surfaces 36 and 34 from the bottom surface 90 outgoing spacer ribs 24 have.
  • the roadway-side individual brick 72 has a large-area spacer rib 24 on its road-side longitudinal side surface 32.
  • the gutter-side single brick 74 has a small clearance rib 24 in the direction of the roadway side 32, and a large-area clearance rib 24 on the gutter side 34, not shown, as in the plan view in FIG Fig. 12c can be seen.
  • 34 small, mutually offset spacer ribs may also be arranged on the longitudinal side surfaces 32, as this Figs. 12a to 12c suggest.
  • the surface of the Single stone 74 is divided into two parts and has a partial surface larger inclination angle 64, 82 and a partial surface smaller angle 62, 80, which may also be flat. Compared to the height of the single block 74 of the single block 72 is designed higher, so that its surface 82 with the surface 64, 82 aligned. If a plurality of parallel laid individual stones 72, 74 form a Rinnenbepflasterung, then the other, following in the direction of the road side individual stones 72 are designed to be gradually higher. It is conceivable to form only the gutter next to the gutter or roadway next stone as individual stones 70, and subsequent stones as larger stone formations 48, 49, 50, 52, 54, 55 form, in order to achieve a high installation flexibility and speed.
  • the single-stone system 70 can primarily in curved areas at joints of large-scale individual stones, as shown in the Figs. 7a to 7d are used, if gaps arise that can not be filled by the larger stones.
  • the single stone system 70 can be used for repair purposes and offers the greatest possible laying flexibility, as it allows a length compensation in combination with longer gutter stones.
  • guttering pavement can be performed entirely by means of the single stone system 70, not forming dummy joints 26 but actual stone joints 86 which allow a natural pavement image, improved water permeability and higher laying flexibility.
  • FIG. 4 illustrates a plan view of a circular pavement 100 consisting of individual blocks 72, 74 of a single-block system 70. With the single stones both curves and circles can be laid.
  • a circular pavement 100 can be used, for example, for edge pavement of a central island of a roundabout or for forming a flower or embellishment island in a pedestrian zone.
  • inclined individual stones 72 in the interior of the circle with steeply inclined partial surface 64, 82 and profiled individual stones 74 in the outer circle with profiled partial surface 62, 80 and 64, 82 which defines a surrounding groove at the periphery of Randbepflasterung can a variable circular Bepflasterung be achieved.
  • the diameter can be 3mtr. or greater.
  • the individual stones 72, 74 are arranged offset from one another and form stone joints 86, which may have a drainage capability for draining water.
  • the inclination of the circle-internal individual stones 72 can be adapted to a total elevation towards the center of the island.
  • the invention is not limited to illustrated or described embodiments. Rather, it includes developments of the invention within the scope of the patent claims.
  • the invention also provides for laying on both sides of a driving surface s-shaped grooves.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
EP11179731.2A 2010-09-21 2011-09-01 Système de caniveau incliné de manière profilée Active EP2431523B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202010008602 2010-09-21
DE202010008760 2010-10-08
DE102010061119A DE102010061119A1 (de) 2010-09-21 2010-12-08 Profiliert geneigtes Rinnensteinsystem

Publications (3)

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EP2431523A2 true EP2431523A2 (fr) 2012-03-21
EP2431523A3 EP2431523A3 (fr) 2013-01-30
EP2431523B1 EP2431523B1 (fr) 2016-06-29

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DE (1) DE102010061119A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016123665A1 (de) * 2016-12-07 2018-06-07 braun-steine GmbH Formstein
EP3851581A1 (fr) * 2020-01-15 2021-07-21 Godelmann Pflasterstein GmbH & Co. KG Pavé en béton, revêtement de sol et procédé de fabrication d'un pavé
DE202022106037U1 (de) 2022-05-11 2022-11-17 Aco Ahlmann Se & Co. Kg Adapterstück als Verbindung zwischen Großrinnen und Rinnensystem mit einem solchen Adapterstück
WO2023086239A1 (fr) * 2021-11-09 2023-05-19 Pim Cs Llc Procédé de réduction d'accumulation d'eau

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DE8533167U1 (de) 1985-11-26 1986-01-09 Mast, Peter, 7580 Bühl Pflasterplatte zur Verlegung von Abflußrinnen
EP1088941A1 (fr) 1999-10-02 2001-04-04 FIEGE & BERTOLI GmbH & Co. KG. Caniveau et élément de caniveau pour celui-ci
DE202004012055U1 (de) 2004-07-30 2005-12-22 Kronimus Ag Rinnensteinsystem
DE102004063689A1 (de) 2004-12-28 2006-07-06 Beton Poetsch Gmbh & Co. Kg Rinnenstein
DE102010000021A1 (de) 2009-01-12 2010-07-22 Lithonplus Gmbh & Co. Kg Entwässerungsrinnenpflasterstein und Pflasterstein

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DE20115271U1 (de) * 2001-09-15 2003-02-06 SP-Beton GmbH & Co. KG, 21481 Lauenburg Bodenbelagelement zur Bildung einer Bodenrinne
EP1512793B1 (fr) * 2003-09-01 2008-07-16 Kronimus Ag Pierre à pavé

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DE8533167U1 (de) 1985-11-26 1986-01-09 Mast, Peter, 7580 Bühl Pflasterplatte zur Verlegung von Abflußrinnen
EP1088941A1 (fr) 1999-10-02 2001-04-04 FIEGE & BERTOLI GmbH & Co. KG. Caniveau et élément de caniveau pour celui-ci
DE202004012055U1 (de) 2004-07-30 2005-12-22 Kronimus Ag Rinnensteinsystem
DE102004063689A1 (de) 2004-12-28 2006-07-06 Beton Poetsch Gmbh & Co. Kg Rinnenstein
DE102010000021A1 (de) 2009-01-12 2010-07-22 Lithonplus Gmbh & Co. Kg Entwässerungsrinnenpflasterstein und Pflasterstein

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016123665A1 (de) * 2016-12-07 2018-06-07 braun-steine GmbH Formstein
EP3851581A1 (fr) * 2020-01-15 2021-07-21 Godelmann Pflasterstein GmbH & Co. KG Pavé en béton, revêtement de sol et procédé de fabrication d'un pavé
WO2023086239A1 (fr) * 2021-11-09 2023-05-19 Pim Cs Llc Procédé de réduction d'accumulation d'eau
US11686051B2 (en) 2021-11-09 2023-06-27 Pim Cs Llc Ponding alleviation process
DE202022106037U1 (de) 2022-05-11 2022-11-17 Aco Ahlmann Se & Co. Kg Adapterstück als Verbindung zwischen Großrinnen und Rinnensystem mit einem solchen Adapterstück
DE102022111779A1 (de) 2022-05-11 2023-11-16 Aco Ahlmann Se & Co. Kg Adapterstück als Verbindung zwischen Großrinnen und Rinnensystem mit einem solchen Adapterstück

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EP2431523A3 (fr) 2013-01-30
DE102010061119A1 (de) 2012-03-22
EP2431523B1 (fr) 2016-06-29

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