GB2229475A - Revetment blocks - Google Patents
Revetment blocks Download PDFInfo
- Publication number
- GB2229475A GB2229475A GB8906862A GB8906862A GB2229475A GB 2229475 A GB2229475 A GB 2229475A GB 8906862 A GB8906862 A GB 8906862A GB 8906862 A GB8906862 A GB 8906862A GB 2229475 A GB2229475 A GB 2229475A
- Authority
- GB
- United Kingdom
- Prior art keywords
- stratum
- block according
- strata
- blocks
- square
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The blocks comprise an upper stratum (1) and a lower stratum (2) which is integral therewith. The two strata are each typically squares of substantially the same edge length; the centre of square (2) being offset along the diagonal of square (1) relative to the centre of the latter square, such that there is a central square area (3) which is common to both strata; upper stratum has an L-shaped portion (4) overlapping the square area (3) and square (2) has a further L-shaped portion diagonally spaced from portion (4). The blocks can be laid in a space-filling fashion, with portions (4) overlapping complementary portions on adjacent blocks. <IMAGE>
Description
Revetment Blocks
The present invention is concerned with revetment blocks for use on river banks or the like, or as surfacing for car parking areas or the like.
Revetment blocks are conventionally laid on river banks to stabilise the banks and to reduce the hydraulic roughness of the water channel. Current designs of such blocks generally include large voids within each block, these voids being back-filled with soil and grass seed, such that the grass grows to form an aesthetically pleasing grass-covered bank. Similar revetment blocks are used as surfacing for car parking areas and other similar areas where a stable support surface is required in which plant cover can grow.
It has been found that some vigorous species of tall perennials can grow through the voids and eventually displace the blocks. Of particular concern is the recent extension of the distribution of an introduced plant species,
Japanese Knotweed (Reynoutria Japonica Houtt), which has caused many water authorities and landowners considerable concern: two or three seasons of growth of the Japanese Knotweed often results in block displacement with consequent high maintenance costs in replacing and relocating the displaced blocks.
It is an object of the present invention to provide an improved revetment block.
The block according to the invention comprises a first porous mineral stratum and, integral therewith, a second porous mineral stratum, the edges of which are substantially parallel to, but offset from, the edges of said first stratum such that said blocks can be laid with edges abutting and edge portions thereof overlapping, the pores in said strata being of sufficient size for the establishment and rooting of grasses therein but not for rooting of large-stemmed perennial plants.
When the strata are square or rectangular, it is preferred that the centre of gravity of the first stratum is offset along a diagonal of the second stratum relative to the centre of gravity of the latter stratum.
It is further preferred that both upper and lower strata are continuous, in the sense that there are no macro voids or discontinuities running between opposed major surfaces thereof.
It is particularly preferred that the revetment block according to the invention should be formed as a unitary body from "no-fines" concrete, which comprises stone chippings, mixed with cement and water (the cement to water ratio being typically 1:0.4 to 0.5, such as 1: about 0.45). The stone chippings are typically irregularly shaped limestone chippings, generelly having a maximum dimension of about 20mm.
("Fo-fines" concrete, as its name suggests, is essentially free of fine solids, such as sand).
The revetment blocks according to the invention typically have a pore volume of 35 to 45%, such as about 40X, and a minimum compression strength of at least 3.0 N per mm2 (such as about 3.5 E per mm2).
A preferred embodiment of the present invention will now be described, with reference to the accompanying drawings, in which:
Figure 1 is a plan view of an exemplary revetment block according to the invention;
Figure 2 is a side elevation of the block of
Figure 1;
Figure 3 is a plan view of an array of four revetment blocks as illustrated in Figure 1; and
Figure 4 is a side elevation of a pair of overlapping revetment blocks.
Referring to the drawings, each block comprises an upper square stratum 1 and a lower square stratum 2 which is integral therewith. The two strata are each squares of substantially the same edge length; the centre of square 2 is offset along the diagonal of square 1 relative to the centre of the latter square. Thus, there is a central, square area 3 which is common to both strata; upper stratum has an L-shaped portion 4 overlapping the square area 3 and square 2 has a further L-shaped portion 5 diagonally spaced from portion 4.
Thus it can be seen from Figures 3 and 4 that the blocks can be laid in a space-filling fashion, with portions 4 overlapping complementary portions 3 on adjacent blocks.
By virtue of their monoblock construction and the arrangement of overlapping portions, there are effectively no suitable channels or voids for growth of large-stemmed plants from the underlying soil.
Of course revetment blocks with strata of shapes other than square are envisaged: for example, the strata may be rectangular, parallepipedal, triangular, L-shaped, trapezium-shaped or hexagonal. In another embodiment of the invention, there may be employed a combination of a first type of block with strata of a first shape and a second type of block with strata of a second shepe, provided that the two types of block can be arranged in space-filling array with overlapping edges.
Claims (11)
1. A revetment block which comprises a first porous mineral
stratum and, integral therewith, a second porous mineral
stratum, the edges of which are substantially parallel to,
but offset from, the edges of said first stratum such that
said blocks can be laid with edges abutting and edge
portions thereof overlapping, the pores in said strata
being of sufficient size for the establishment and rooting
of grasses therein but for rooting of large-stemmed
perennial plants.
2. A block according to claim I, in which said strata are
square or rectangular.
3. A block according to claim 2, in which the centre of
gravity of the first stratum is offset along a diagonal of
the second stratum relative to the centre of gravity of
the latter stratum.
4. A block according to any of claims 1 to 3, in which both
upper and lower strata are continuous, such that there are
no macro voids or discontinuities running between opposed
major surfaces thereof.
5. A block according to any of claims 1 to 4, which is formed
as a unitary body from stone chippings, mixed with cement
and water.
6. A block according to claim 5, in which the cement to water
ratio is 1: 0.4 to 0.5.
7. A block according to claim 5 or 6, wherein said stone
chippings are irregularly shaped limestone chippings.
8. A block according to claim 7, wherein said limestone
chippings have a maximum dimension not exceeding 20mm.
9. A block according to any of claims 1 to 8, which has a
pore volume of 35 to 45%.
10. A civil engineering structure, which comprises a plurality
of blocks according to any of claims 1 to 9, laid in
space-filling fashion with first strata overlapping second
strata in respective adjacent blocks.
11. A revetment block suitable for use as river bank
surfacing, substantially as described therein with
reference to the accompanying drawings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8906862A GB2229475B (en) | 1989-03-23 | 1989-03-23 | Revetment blocks |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8906862A GB2229475B (en) | 1989-03-23 | 1989-03-23 | Revetment blocks |
Publications (3)
Publication Number | Publication Date |
---|---|
GB8906862D0 GB8906862D0 (en) | 1989-05-10 |
GB2229475A true GB2229475A (en) | 1990-09-26 |
GB2229475B GB2229475B (en) | 1992-09-30 |
Family
ID=10653978
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8906862A Expired - Lifetime GB2229475B (en) | 1989-03-23 | 1989-03-23 | Revetment blocks |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2229475B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1037395C2 (en) * | 2009-10-14 | 2011-04-18 | Jc Dorr & Partner | Element for use as a part of a revetment for a water barrier, comprising water permeable material. |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1067972A (en) * | 1965-02-05 | 1967-05-10 | Swee Chew Wong | Improvements in or relating to tiles |
US3534668A (en) * | 1968-07-15 | 1970-10-20 | Harvey D Scheinoha | Pavement block |
EP0130949A2 (en) * | 1983-06-28 | 1985-01-09 | Luciano Sangiorgio | Concrete panels and relative means for their anchoring to earth, for forming a facing wall of variable planimetric course and allowing settlement of the panels in the facing wall surface, and the facing wall thus obtained |
GB2167780A (en) * | 1984-08-02 | 1986-06-04 | Rbs Brooklyns Limited | Interlocking ground-surfacing blocks for sea walls |
-
1989
- 1989-03-23 GB GB8906862A patent/GB2229475B/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1067972A (en) * | 1965-02-05 | 1967-05-10 | Swee Chew Wong | Improvements in or relating to tiles |
US3534668A (en) * | 1968-07-15 | 1970-10-20 | Harvey D Scheinoha | Pavement block |
EP0130949A2 (en) * | 1983-06-28 | 1985-01-09 | Luciano Sangiorgio | Concrete panels and relative means for their anchoring to earth, for forming a facing wall of variable planimetric course and allowing settlement of the panels in the facing wall surface, and the facing wall thus obtained |
GB2167780A (en) * | 1984-08-02 | 1986-06-04 | Rbs Brooklyns Limited | Interlocking ground-surfacing blocks for sea walls |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1037395C2 (en) * | 2009-10-14 | 2011-04-18 | Jc Dorr & Partner | Element for use as a part of a revetment for a water barrier, comprising water permeable material. |
Also Published As
Publication number | Publication date |
---|---|
GB8906862D0 (en) | 1989-05-10 |
GB2229475B (en) | 1992-09-30 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
713B | Proceeding under section 13(1) patents act 1977 | ||
713B | Proceeding under section 13(1) patents act 1977 | ||
PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 19940323 |