NL2005350A - Coping stone. - Google Patents

Coping stone. Download PDF

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Publication number
NL2005350A
NL2005350A NL2005350A NL2005350A NL2005350A NL 2005350 A NL2005350 A NL 2005350A NL 2005350 A NL2005350 A NL 2005350A NL 2005350 A NL2005350 A NL 2005350A NL 2005350 A NL2005350 A NL 2005350A
Authority
NL
Netherlands
Prior art keywords
recess
cover
width
top side
brick
Prior art date
Application number
NL2005350A
Other languages
Dutch (nl)
Other versions
NL2005350C2 (en
Inventor
Georg Berding
Original Assignee
Berding Beton Gmbh
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Berding Beton Gmbh filed Critical Berding Beton Gmbh
Publication of NL2005350A publication Critical patent/NL2005350A/en
Application granted granted Critical
Publication of NL2005350C2 publication Critical patent/NL2005350C2/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102Permanently installed raisable dykes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)

Description

Coping stone
The invention relates to a coping stone with a block-shaped overall shape, with a recess arranged in a top side, which slopes at an angle relative to said top side and the depth of which increases towards one side.
A coping stone of this kind has proven effective in principle, especially for reinforcing the top surface of dyke constructions, because the recess - or the areas of the top side surrounding it - function as breakwaters on the one hand, and, on the other hand, make any unevenness resulting from subsidences less easy to perceive. One disadvantage, however, is that water can collect in the recess, which is frequently polluted, so that there is a risk of dirt accumulation or of the recesses becoming clogged.
The invention has set itself the objective of overcoming the above-mentioned disadvantage.
For this purpose, it is proposed in a coping stone of the generic kind that in its deepest area, the recess should directly adjoin the side face of the coping stone.
This makes it possible for water to run off through the joints of adjacent coping stones.
It is advantageous for a groove to be formed in each of two adjacent sides and for a tongue to be formed on each of two other adjacent sides in order to allow the stones to be laid in the "tongue and groove" system.
It is preferably proposed that the recess is designed in a wedge shape. In particular, the recess can have a flat base area, the angle of inclination of which relative to the underside may be 5° to 20°, especially 8° to 12°.
It may be contemplated that there is a direct transition from the recess into the top side, on the one hand, and also a direct transition into the side face, on the other.
It is conveniently proposed that the recess has a rectangular base area.
In its deepest area, the recess may have a depth of between 10 % and 50 %, especially between 20 % and 30 %, of a height of the coping stone.
The recess is preferably delimited by three U-shaped edge regions of the top side, which have a width of between 10 % and 30 %, especially 15 % - 25 %, of a width or length of the coping stone.
It may be envisaged that the top side and underside are square .
In cross-section, the groove and tongue may be semicircular.
The invention also relates to a laying arrangement comprising a number of coping stones in accordance with the invention, wherein the coping stones are arranged in parallel, adjacent rows, which are alternately staggered relative to one another by half a stone's width, and the recesses in all the stones point in the same direction.
It may be contemplated that the laying arrangement slopes at an angle, the recesses each sloping downwards towards their deepest regions.
Further advantages and features of the invention will become clear from the following description of a preferred embodiment, reference being made to a drawing in which
Fig. 1 shows a schematic view of a coping stone in accordance with the invention, seen from above,
Fig. 2 shows a side view in direction II in Fig. 1,
Fig. 3 shows a front view in direction III in Fig. 1,
Fig. 4 shows a section view along line IV - IV in Fig. 1, and
Fig. 5 shows a perspective view of a laying arrangement of coping stones in accordance with the invention.
Figs. 1 to 4 illustrate an embodiment of a coping stone in accordance with the invention, which is block-shaped over all and has four sides 2, 4, 6, 8, arranged alternately perpendicularly to one another, an underside 10 and a top side 12. Worked into each of two adjacent sides 2, 4 is a groove 14 which is semicircular in cross-section, while the two opposing adjacent sides 6, 8 have a tongue 16 projecting outwards which is semicircular in cross-section. This makes it possible to join together stones laid adjacently in a positive fit.
Sunk into the top side 12 is a sloping recess 18, the depth of which increases constantly towards one side, in this case the side 8. The recess has a substantially rectangular base area 20 and is formed in a wedge shape in the embodiment illustrated, the base area 20 being planar and having an angle of inclination relative to the top side 12 or underside 10 of about 10°.
The recess 18 is delimited by three U-shaped edge regions 12a, b, c of the top side 12, which have a width of between 25 % and 30 % of a width or length of the coping stone. In the embodiment illustrated, the coping stone and its top side and underside 10, 12 are sguare.
The depth t of the recess 18 is about 25 % of a height h of the coping stone.
According to the invention, the recess 18 is arranged in the top side 12 of the coping stone in such a way that at one end, it passes over directly into the top side 12, in region 12b of the latter, and at its opposite end, which corresponds to its deepest region, it passes over directly into one side 8 or adjoins it directly, so that no water can collect in the recess, irrespective of its inclination when laid.
This advantage can also be seen from Fig. 5, in which a laying arrangement of a number of coping stones in accordance with the invention is illustrated. The coping stones are arranged in parallel, adjacent rows 24, 26, where one row 24 is arranged so as to be staggered relative to an adjacent row 26 by half a stone's width.
The deepest regions of the recesses 18 end in the region of a joint with the adjacent row, so that, depending on the overall inclination of the laying arrangement, water which enters the recesses 18 can flow away either through the joints between adjacent rows of stones or in the opposite direction directly out of the recess 18 over a respective area of the top side 12b.
List of reference numerals 2, 4, 6, 8 side 10 underside 12 top side 12a, b, c edge region 14 groove 16 tongue 18 recess 20 base area 24, 26 row h height t depth

Claims (12)

1. Afdeksteen met een algemene blokvorm, waarbij aan een bovenzijde (12) een uitsparing (18) is voorzien die ten opzichte daarvan helt, waarvan de diepte toeneemt in de richting van een zijde (8), met het kenmerk, dat in het diepste gebied de uitsparing (18) direct grenst aan de zijde (8) van de afdeksteen.A capstone with a general block shape, wherein a recess (18) is provided on an upper side (12) which is inclined relative to it, the depth of which increases in the direction of a side (8), characterized in that in the deepest area the recess (18) is directly adjacent to the side (8) of the cover brick. 2. Afdeksteen volgens conclusie 1, met het kenmerk, dat in twee naburige zijden (2, 4) telkens een groef (14) is gevormd en aan twee andere naburige zijden (6, 8) telkens een lip (16) is gevormd.Cap according to claim 1, characterized in that a groove (14) is formed in two adjacent sides (2, 4) and in each case a lip (16) is formed on two other adjacent sides (6, 8). 3. Afdeksteen volgens conclusie 1 of 2, met het kenmerk, dat de uitsparing (18) wigvormig is.Cover stone according to claim 1 or 2, characterized in that the recess (18) is wedge-shaped. 4. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de verdieping (18) een vlak grondvlak (20) heeft, waarvan de hellingshoek ten opzichte van de onderzijde 5° tot 20°, bij voorkeur 8° tot 12° is.Cap according to one of the preceding claims, characterized in that the depression (18) has a flat base surface (20), the angle of inclination of which is lower than 5 ° to 20 °, preferably 8 ° to 12 ° . 5. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de verdieping enerzijds onmiddellijk in de bovenzijde (12) en anderzijds onmiddellijk in de zijde (8) overgaat.Covering stone according to one of the preceding claims, characterized in that the recess immediately changes into the top side (12) and immediately into the side (8). 6. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de verdieping (18) een rechthoekig grondvlak (20) heeft.Cover brick according to one of the preceding claims, characterized in that the recess (18) has a rectangular base surface (20). 7. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de verdieping (18) in het diepste gebied een diepte (t) heeft tussen 10% en 50%, bij voorkeur tussen 20% en 30%, van een hoogte (h) van de afdeksteen.Covering stone according to one of the preceding claims, characterized in that the recess (18) in the deepest area has a depth (t) between 10% and 50%, preferably between 20% and 30%, from a height ( h) of the capstone. 8. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de bovenzijde (12) en de onderzijde (10) vierkant zijn.Covering stone according to one of the preceding claims, characterized in that the top side (12) and the bottom side (10) are square. 9. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de verdieping (18) door drie U-vormig verlopende randgebieden (12a, b, c) van de bovenzijde wordt begrensd, die een breedte tussen 10% en 30%, bij voorkeur tussen 15% en 25% van een breedte of lengte van de afdeksteen hebben.Cover brick according to one of the preceding claims, characterized in that the recess (18) is delimited by three U-shaped edge regions (12a, b, c) from the top, which width is between 10% and 30%, preferably have between 15% and 25% of a width or length of the capstone. 10. Afdeksteen volgens een van de voorgaande conclusies, met het kenmerk, dat de groef (14) en de lip (16) in doorsnede halfcirkelvormig zijn.Cap according to one of the preceding claims, characterized in that the groove (14) and the lip (16) are semicircular in cross-section. 11. Legconfiguratie omvattende een aantal afdekstenen volgens een van de voorgaande conclusies, waarbij de afdekstenen in parallelle naburige rijen (24, 26), die afwisselend telkens over een halve steenbreedte ten opzichte van elkaar zijn verschoven, zijn geordend en de verdiepingen (18) van alle afdekstenen in een zelfde richting wijzen.Laying configuration comprising a number of cover bricks according to one of the preceding claims, wherein the cover bricks are arranged in parallel adjacent rows (24, 26), which are alternately shifted relative to each other by half a brick width, and the storeys (18) of point all cover stones in the same direction. 12. Legconfiguratie volgens conclusie 11, met het kenmerk, dat de legconfiguratie helt, waarbij de verdiepingen (18) telkens in de richting van hun diepste gebied aflopend hellen.Laying configuration as claimed in claim 11, characterized in that the laying configuration is inclined, the recesses (18) sloping in each case in the direction of their deepest area.
NL2005350A 2009-09-17 2010-09-14 Coping stone. NL2005350C2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202009012633U DE202009012633U1 (en) 2009-09-17 2009-09-17 Revetment stone
DE202009012633 2009-09-17

Publications (2)

Publication Number Publication Date
NL2005350A true NL2005350A (en) 2011-03-21
NL2005350C2 NL2005350C2 (en) 2013-06-06

Family

ID=41413278

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2005350A NL2005350C2 (en) 2009-09-17 2010-09-14 Coping stone.

Country Status (2)

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DE (1) DE202009012633U1 (en)
NL (1) NL2005350C2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2439343B1 (en) * 2010-10-11 2013-01-09 Berding Beton GmbH Covering cut stone

Also Published As

Publication number Publication date
DE202009012633U1 (en) 2009-12-10
NL2005350C2 (en) 2013-06-06

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