CN110520573A - For dykes and dams or the draining block of urban environment - Google Patents
For dykes and dams or the draining block of urban environment Download PDFInfo
- Publication number
- CN110520573A CN110520573A CN201880010113.6A CN201880010113A CN110520573A CN 110520573 A CN110520573 A CN 110520573A CN 201880010113 A CN201880010113 A CN 201880010113A CN 110520573 A CN110520573 A CN 110520573A
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- Prior art keywords
- plate
- base portion
- block
- bar
- cross
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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
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- 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/065—Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
-
- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- 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
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
-
- 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
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
- E01C2201/202—Horizontal drainage channels
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses a kind of draining block, the draining block is for dykes and dams or urban environment and is used as pavement of road, which has draining and water damping characteristics.Draining block can be used as road surface or basis or substructure under street floor, road surface stone of the street floor with porous/mistake water or the rubble with draining and water damping characteristics in urban area.Draining block includes the single bar of four sides, base portion and connecting plate and base portion, and the cross-sectional area of the bar is less than the cross-sectional area of plate and base portion, to form water cushion space between plate and base portion；And wherein each of four sides of plate include single spaced protrusions.
Description
Technical field
The present invention relates to draining blocks, more particularly, to the draining block of urban environment.Moreover, it relates to be used for dike
The draining block on dam.
Background technique
United States Patent (USP) US2012/0255624A1 discloses a kind of draining block, and it discloses a kind of displacement hull, the displacement hulls
Including base unit and top unit.Base unit is connected with top unit by frustum of a cone or butt pyramid cushion block.But
This draining block is not suitable for use in the road surface in urban environment, because top unit is formed by the hollow net comprising many openings
, these openings constitute other pavement usages person in the people and urban environment of pedestrian, cycling dangerous.In addition, part
Due to above-mentioned opening, these blocks do not meet the regulation of government's road pavement.
Summary of the invention
The present invention is intended to provide a kind of draining block for dykes and dams, as the Road with draining and water cushion performance
Face.The present invention, which is intended to provide, to be used as the draining block on the road surface with draining and water cushion performance in urban area.
It is according to the present invention it is a kind of embodiment there is provided a kind of for dykes and dams or the draining block of urban environment, the draining
Block includes the single bar of four sides, base portion and connecting plate and base portion, and the cross-sectional area of the bar is less than plate and base portion most
Small or minimum cross-sectional area, to form water cushion space between plate and base portion；And wherein in four sides of plate
Each of include single spaced protrusions.Term " the smallest " and " minimum " are used interchangeably herein.Referred herein
Cross-sectional area refers to include region in horizontal plane perpendicular to the central longitudinal axis of block.Central longitudinal axis refers herein to
Be along block longest dimension central axis.
Spaced protrusions can configure in any number of ways, for example, single spaced protrusions may include multiple sub- protrusions.
Preferably, spaced protrusions have the surface being located in the plane parallel with the plane on the surface along side, so that when two blocks
When being disposed adjacently to one another, the list of the single spaced protrusions of a side of first piece of plate and a side of second piece of plate
A spaced protrusions contact.As a result, the either side of the spaced protrusions in contact, forms plate draining between two plates of two blocks
Mouthful.This drainage gap on the either side of spaced protrusions has cross section generally longitudinally.It is hollow between plate and base portion
Space is used for receiving surface water, and by slowly releasing into buffered water of getting off, or for rebooting received table
Face water.Surface water refers to any by water body (either natural or artificial) generation or the fluid from rainfall or wave.
In the exemplary embodiment, draining block can have the height of 20cm to 60cm.The water of draining block as described above
Buffer capacity can be from the 0,10m of 20cm block3/m2(or 100 liters/m2) arrive 60cm block 0,42m3/m2(or 420 liters/m2).Not
In the case where being detached from the scope of the invention, each of these sizes and water buffer capacity can be smaller or larger.It drains between block
Hollow space it is sufficiently large, can be checked and be cleaned by common sewer inspection and cleaning device.
In one embodiment, the single spaced protrusions on each side of plate formed or limited on side two it is recessed
Slot, wherein the plane along the restriction of the surface of spaced protrusions is parallel to along the plane that the surface of two grooves limits, so that when four
When block is linked together with substantially square arrangement, being formed between four blocks has substantially cross-like cross-section
Plate discharge outlet.Groove is formed by those of spaced protrusions part that do not include of side.The size of drainage space (or gap) makes
Proper piece when being used as road surface in urban environment, pedestrian and bicycle traffic safely can onboard pass through.
In one embodiment, spaced protrusions have relative to groove (or part not comprising spaced protrusions of side)
Depth or thickness.Depth or thickness make when block is adjacent to each other, form drainage gap, and size is enough in certain time span
Volume needed for interior discharge.In the exemplary embodiment, the depth of spaced protrusions or width are 4mm, by two adjacent
Every protrusion formed drainage gap be 8mm.This advantageouslys allow for draining, while keeping the size in gap, so as to pedestrian and voluntarily
Vehicle traffic (and other kinds of traffic) can safely pass through on plate without dangerous.
In one embodiment, there are four sides for base portion tool, and each of four sides of base portion include single
Spaced protrusions, so that when two blocks are disposed adjacent one another, the single spaced protrusions of a side of first piece of base portion and the
The single spaced protrusions of one side of two pieces of base portion contact；To form base portion row in the either side of the spaced protrusions of contact
The mouth of a river.Single spaced protrusions on each side of base portion limit two grooves on side, wherein along two grooves
The plane that surface limits is parallel to the plane of the surface restriction along spaced protrusions, so that when four blocks are with substantially square
When arrangement links together, the discharge outlet with substantially cross-like cross-section is formed between four blocks.
The length of spaced protrusions is preferably equal to the length of side.The length of spaced protrusions can be such as side length
25% or 50%.
In a kind of embodiment, the spaced protrusions of plate are aligned with the spaced protrusions of base portion.That is, the interval of plate
The surface of the spaced protrusions on the surface and base portion of protrusion includes in the same plane.This is conducive to the discharge of fluid, because by plate
The discharge outlet of formation is aligned with the discharge outlet formed by base portion.
In alternate embodiments, the spaced protrusions on plate are not overlapped or are misaligned with the spaced protrusions on base portion.
For example, spaced protrusions can be inserted into relative to bar.This is advantageously applied for block, wherein expectation increases pooling feature or appearance
Amount, because fluid needs to flow through bigger distance from plate region to reach the drainage gap formed by base portion.
In one embodiment, bar its entire extension have circular cross section (be limited to be included in perpendicular to
In the horizontal plane of its central longitudinal axis), and its maximum length is bigger towards plate and towards base portion, thus limiting plate and base portion
Between curved surface.In the case where bar has circular cross section, cross section maximum length is equal to diameter.Due to cushion space
Smooth curved shape reduce turbulent flow, therefore this advantageouslys allow for fluid further smoothly to flow through block.Curved shape also has benefited from
Surface tension effect, so that fluid is downwardly directed toward base portion drainage space from plate drainage space.
In one embodiment, bar in its entire extension there is oval cross section (to be limited to be included in vertical
In the horizontal plane of its central longitudinal axis), which has maximum length, and wherein the maximum length towards plate and
It is bigger towards base portion, to limit curved surface between plate and base portion.Oval cross section advantageously provides bigger and enough
Support, especially when block as half block manufacture when because it provides more main bodys in bar.
In one embodiment, bar its entire extension have rectangular cross section (be limited to be included in perpendicular to
In the horizontal plane of its central longitudinal axis), which has maximum length, and wherein the maximum length towards plate and court
It is bigger to base portion, to limit curved surface between plate and base portion.Rectangular cross section advantageously allow for being more easily manufactured block or
Half block, and it is more cost effective.
In one embodiment, the cross-sectional diameter of bar or cross section maximum length are maximum towards plate.This makes in city
City area is in use, draining block is able to bear the more hightension generated by traffic loading.Alternatively, or in addition, bar is transversal
It is smaller (as small as possible) facing towards base portion, to provide space for inspection and/or cleaning device.
In one embodiment, block is whole.That is, entire block is manufactured to single component element.This can
To be realized by using mold.Single or integrally formed piece be advantageous, and is covered or is paved with block because it reduces
Assembly time on region or landform.Entirety in this article refers to the block formed by one piece.
In another embodiment, plate and base portion height having the same.The height of plate and base portion can be such as 40
Centimetre or 45 centimetres.Plate and base portion can have different thickness, for example, plate can have the height of 45cm, and base portion can be with
Height with 40cm.Such embodiment by the urban environment particularly suitable for not influenced by wave and wave force because
It is not needed by the resistance that block provides so high.In urban environment, the block of base portion and plate with essentially identical weight is steady enough
It is fixed.
In one embodiment, base portion has the height bigger than plate.Which advantageously provide with increased resistance
Block, especially suitable for dykes and dams or be likely to be exposed at any other region of wave and wave force.When the inclination for considering landform
Or when the gradient more resistances to displacement of needs, this is also advantageous.
In one embodiment, base portion has peripheral groove, which is divided into upper base segments under for base portion
Base segments.When filling small rubble stone, which advantageously enhances the fixation of block.This embodiment is especially suitable for dike
Dam.There is no completely separable for these subdivisions.
In another embodiment, upper base segments (being formed by peripheral groove) have spaced protrusions, the spaced protrusions
It can have height identical with top subdivision.This, which is advantageously facilitated, is assembled in block in region to be covered, because it is used
Make the instruction being aligned between block, and further help in the interval generated by the spaced protrusions being arranged onboard, especially such as
Base portion spaced protrusions have depth identical with plate spaced protrusions on fruit.
According to another aspect of the present invention, a kind of bar shaped draining block is provided, including plate, base portion and the connection plate and described
Multiple bars of base portion, wherein the cross-sectional area of each bar in the multiple bar be less than the smallest of the plate and the base portion or
Cross-sectional area is minimized, wherein the plate and the base portion respectively include two longitudinal surfaces, face includes multiple intervals longitudinally in each
Protrusion.This piece is advantageous, because biggish size is conducive to the faster assembling or laying in region.Multiple bars include any number
The bar of amount, for example, it may include at least two bars.Alternatively, multiple bars may include at least three bars.Preferably, multiple bars can wrap
Include at least four to five bars.Time needed for draining block road which advantageously reduces assembling.Particularly, there are five tool or at least
The block (or half block) of five bars is firmer and is more easily manufactured.
In one embodiment, each bar in multiple bars of bar shaped draining block has the circle through its extension
Cross section (cross section here is defined as being included in perpendicular in the horizontal plane of its central longitudinal axis), and diameter direction
Base portion and bigger towards plate, to limit curved surface between plate and base portion.Since the smooth curved shape of cushion space subtracts
Turbulent flow is lacked, therefore this advantageouslys allow for fluid further smoothly to flow through block.Curved shape also has benefited from surface tension effect, thus
Fluid is downwardly directed toward base portion drainage space from plate drainage space.
In an alternative embodiment, each bar in multiple bars of bar shaped draining block has the ellipse through its extension
Shape cross section (cross section here is defined as being included in perpendicular in the horizontal plane of its central longitudinal axis), the ellipse
Cross section has maximum length, and wherein the maximum length is bigger towards base portion and towards plate, thus plate and base portion it
Between limit curved surface.Curved shape can effectively guide the load applied onboard.This is because the pressure on block is with energy
The mode for enough saving material is distributed, while keeping material in the higher region of pressure.
In another embodiment, each of multiple bars have rectangular cross section (this through its extension
In cross section be defined as be included in perpendicular in the horizontal plane of its central longitudinal axis), the rectangular cross section have most
Long length, and wherein the maximum length is towards base portion and bigger towards plate, to limit bending table between plate and base portion
Face.Curved shape can effectively guide the load applied onboard.This is because the pressure on block is can save material
Mode is distributed, while keeping material in the higher region of pressure.
In another embodiment, two in the multiple bar are outer bars, and the outer bar limits two of described piece
Flat lateral end, the external crossbar include that semicircle, half elliptic or half rectangular cross section (depend on item as described above
Shape drains the type of block, is limited by the cross-sectional area of multiple bars).Semicircle and semi-ellipsoidal cross section in this article refers to semicircle
Shape cross section and semi-ellipsoidal cross section.It is substantially outer bar that semi-circular cross-section, which in this article refers to outer bar cross-sectional area,
Bar cross-sectional area half.
If fruit block is provided by two parts (i.e. two half blocks), then corresponding outer bar will have wedge-shaped cross-section (to correspond to half
Round half) or a quarter oval cross section or a quarter rectangular cross section, this depends on the class of bar shaped draining block
Type (is limited) by the cross-sectional area of multiple bars.The lateral end of draining block including outer bar is characterized in that flat surfaces, this is flat
Smooth surface provides the surface for connecting adjacent bar shaped draining block.Lateral end be preferably it is flat, thus two adjacent
More stable connection is realized between bar shaped draining block.
In one embodiment, multiple spaced protrusions limit groove along plate and base portion.Term used herein is " recessed
Slot " is not include those of spaced protrusions part in fingerboard and base portion, that is, these parts are to fall in relative to spaced protrusions
's.Each of multiple spaced protrusions can have the diameter or most equal to or less than minimum cross-section in each of multiple bars
The length of long length.Alternatively, or in addition, each of multiple spaced protrusions, which can have, is defined as the vertical of base portion and plate
To the length of the ratio of the length in face, for example, the length of each spaced protrusions can make the longitudinal surface length of plate or base portion
15%.Each of multiple spaced protrusions can have the depth (or thickness) relative to the groove on base portion and plate,
Such as 3mm.According to the size of required drainage gap or spacing, depth or thickness can be greater or lesser.Biggish gap meeting
Increase discharge rate.
In one embodiment, each of multiple spaced protrusions are aligned with one in multiple bars.Alternatively, interval
Protrusion may be disposed so that they are not aligned with bar.For example, they can be inserted in bar.The quantity of spaced protrusions can be with bar
Quantity it is related, for example, each bar is preferably there are two spaced protrusions, in conduct in the bar shaped draining block provided as a whole
In the bar shaped draining block that half block provides, each bar is preferably formed with a spaced protrusions.It is adjacent to separate that this provides enough abilities
Block.
In one embodiment, draining block according to the present invention is made of concrete, including geopolymer concrete
(geopolymer concrete).More robust block can be formed by manufacturing block (and half block) with concrete, particularly as
The block on the road surface without top layer or coating (such as Water-drainage sand or other such top layers).When draining block is used as basis/substructure
When, due to according to the present invention piece of intensity, the thickness of top or coating is small than thickness needed for known draining block to be obtained
It is more.Also other can be used for manufacturing the material of block and half block, such as baking clay (baked clay) or plastics.
In a preferred embodiment, draining block includes two half blocks, and each half block includes half plate, half bar and half base
Portion and a flat surfaces, and wherein half block is disposed adjacently to one another along their own flat surfaces, so that half block
Central longitudinal plane relative to draining block is symmetrical.In this way, one is formed completely by two and half draining block of connection
Drain block.Connection here mean that two half blocks are disposed adjacently to one another along their flat surfaces, using or do not make
With adhesive, such as cement.Preferably, half block abuts in the instance where such an adhesive is not utilized.
According to another aspect of the present invention, a kind of method for manufacturing draining block as described above, packet are provided
Include the step of forming draining block using mold.This is conducive to the manufacture of block.Therefore it will provide and meet physics and ruler as described herein
The mold of very little aspect, the mold are filled with the selected materials for being used to form draining block.
In another embodiment, draining block by abut (as described above) two half blocks formed, half block by using
Mold is formed.
Detailed description of the invention
Discuss the present invention in more detail below with reference to the accompanying drawings, in which:
Figure 1A -1C shows multiple views of draining block according to an aspect of the present invention.
Fig. 2 shows the arrangement of multiple draining blocks according to an aspect of the present invention.
Fig. 3 A-3C shows multiple views of draining block according to another aspect of the present invention.
Fig. 4 shows the arrangement of multiple draining blocks according to the present invention.
Fig. 5 A-5B shows multiple views of the draining block of bar shaped according to an aspect of the present invention.
Fig. 6 A-6B shows multiple views of bar shaped draining block according to the present invention.
Fig. 7 A-7B shows multiple views of the draining block of bar shaped according to another aspect of the present invention.
Fig. 8 A-8B shows multiple views of the draining block of bar shaped according to another aspect of the present invention.
Specific embodiment
Figure 1A shows a kind of axonometric drawing of the draining block 100 of embodiment according to the present invention, including plate 102, single bar
104 and base portion 106.Figure 1B shows the side view of draining block 100.Fig. 1 C shows another side with cross section II-II
View.The cross section of bar.The height of block 100 is H1.The height of plate 102 is H2, and the height of base portion 106 is H3.Described
In embodiment, plate and base portion height having the same (i.e. H2=H3).Bar 104 has the cross section of a half elliptic, special
Sign is length D and width R, and wherein D is greater than R.The cross section of half elliptic is from generally central area towards base portion 106 and plate
Both 102 increase, but the increase for being directed towards plate 102 is more.
Fig. 2 shows multiple pieces 100 of arrangement 200.As shown, the layout phase by four blocks 100 to be substantially square
Neighbour, being formed substantially is in criss-cross drainage gap or spacing 202.These blocks are adjacent so that the spaced protrusions of a block with it is another
The spaced protrusions of a block are adjacent.In this case, the plate of another adjacent block of the spaced protrusions of the base portion of block and plate and
The corresponding spaced protrusions of base portion.
Fig. 3 A shows the axonometric drawing of the block 300 for dykes and dams.Block 300 includes plate 302, single bar 304 and base portion 306.
Base portion 306 is divided into base segments 306a and lower base segments 306b by peripheral groove 308.Upper base segments 306a its four
There are spaced protrusions 310 on two faces in a face.
Fig. 3 B shows the side view of block 300.Fig. 3 C shows another side view with cross section II-II.Block 300 exists
There are spaced protrusions 310 on two faces in four faces of upper base segments 306a.Block 300 has height H5, and plate has height
Spend H6.Base portion has height H7, and upper base segments have height H7a, and lower base segments have height H7b.The height of bar is H8.
Peripheral groove has height H9 and depth D.Bar 304 is symmetrical relative to central plane, from central area towards plate 302 and towards base
Portion 306 comparably increases.
Fig. 4 shows multiple pieces 300 of arrangement.As shown, the layout phase by four blocks 300 to be substantially square
Neighbour, formed by the spaced protrusions of plate is formed substantially be in criss-cross drainage gap or spacing 402.These blocks are adjacent, so that one
The spaced protrusions of a block and the spaced protrusions of another block are adjacent.In this case, each piece of base portion only has there are two between
Every protrusion 310, it is arranged on the opposite face of base segments 306a.
Fig. 5 A shows a kind of bar shaped draining half block 500 of embodiment according to the present invention.Block 500 includes being arranged in plate
Four bars 506 spaced apart between 502 and base portion 504.Base portion and plate are respectively provided with spaced protrusions 510 and 512, they and bar
506 alignment.There are two longitudinal surfaces 502 for plate tool, and there are two longitudinal surfaces 504 for base portion tool.Fig. 5 B shows the other side of block 500.Block
500 have height HS1 and length LS1.
Fig. 6 A shows bar shaped draining half block 600 and is respectively provided with two longitudinal surfaces 614 with plate 606 and base portion 608
With 616.Multiple bars 603 are arranged between plate 606 and base portion 608.In this embodiment, stick tool there are two outer bar 604a,
B, and there are two flat lateral ends 602 for tool.One in its respective longitudinal surface, plate 606 has spaced protrusions
612, and base portion 608 has spaced protrusions 610.Fig. 6 B shows the other side of bar shaped half block 600.
Fig. 7 A shows bar shaped draining block 700, with base portion 706 and plate 702.Multiple bars 704 are arranged in plate 702 and base
Between portion 706.There are two longitudinal surfaces 712 for plate tool, and there are two longitudinal surfaces 714 for base portion tool.Multiple are arranged along the longitudinal surface
Every protrusion 710 and 708.Fig. 7 B shows the other side of block 700.
Fig. 8 A shows bar shaped draining block 800, with base portion 806 and plate 802.The cloth between plate 802 and base portion 806
It is equipped with a total of five bar 804.There are two longitudinal surfaces 812 for plate tool, and there are two longitudinal surfaces 814 for base portion tool.Along the longitudinal surface cloth
Set multiple spaced protrusions 810 and 808.Fig. 8 B shows the other side of block 800.
The present invention is described by reference to multiple illustrative embodiments as shown in the drawings above.To certain components or
The modifications and substitutions realization of element is possible, and in the protection scope including limiting in appended claims.
Claims (26)
1. a kind of draining block on the road surface or substructure as dykes and dams or city space, comprising:
Plate, the plate have four sides for connecting other blocks；
Base portion；
And the single bar of the connection plate and the base portion, the cross-sectional area of the bar are less than the plate and the base portion most
Small cross-sectional area, to form hollow space between the plate and the base portion；And
Wherein, each of four sides of the plate include single spaced protrusions, so that when two blocks are disposed adjacent one another,
The single spaced protrusions of one side of first piece of plate are contacted with the single interval of a side of second piece of plate, thus
Plate discharge outlet is formed between two plates of the either side of the spaced protrusions of contact.
2. draining block according to claim 1, wherein the single spaced protrusions on each side of the plate are described
Two grooves are limited on side, wherein being parallel to along the plane that the surface of described two grooves limits along the spaced protrusions
The plane that limits of surface so that when four blocks are linked together with substantially square arrangement, four blocks it
Between form the discharge outlet with substantially cross-like cross-section.
3. draining block according to any one of the preceding claims, wherein side there are four base portion tools, and it is described
Each of four sides of base portion include single spaced protrusions, so that when two blocks are disposed adjacent one another, described first piece
The single spaced protrusions of a side of base portion contacted with the single spaced protrusions of a side of second piece of the base portion,
To form base portion discharge outlet, and the base between two base portions of two blocks on the either side of the spaced protrusions of contact
Single spaced protrusions on each side in portion limit two grooves on the side, wherein along the table of described two grooves
The plane that face limits is parallel to the plane of the surface restriction along the spaced protrusions, so that when four blocks are with substantially square
Arrangement when linking together, the discharge outlet with substantially cross-like cross-section is formed between four blocks.
4. draining block according to claim 3, wherein the spaced protrusions of the plate are aligned with the spaced protrusions of the base portion.
5. draining block according to claim 3, wherein the spaced protrusions on the plate are not prominent with the interval on the pedestal
Play alignment.
6. draining block according to any one of the preceding claims, wherein the bar has circle in its entire extension
Shape cross section, the cross section have maximum length, and wherein the maximum length towards the plate and towards the base portion more
Greatly, to limit curved surface between the plate and the base portion.
7. draining block according to any one of claims 1-5, wherein the bar is in its entire extension with ellipse
Circular cross section, the cross section have maximum length, and wherein the maximum length towards the plate and towards the base portion
It is bigger, to limit curved surface between the plate and the base portion.
8. draining block according to any one of claims 1-5, wherein the bar has square in its entire extension
Shape cross section, the cross section have maximum length, and wherein the maximum length towards the plate and towards the base portion more
Greatly, to limit curved surface between the plate and the base portion.
9. draining block a method according to any one of claims 6-8, wherein the maximum length of the cross section is towards the plate
It is maximum.
10. draining block according to any one of the preceding claims, wherein described piece is whole.
11. draining block according to any one of the preceding claims, wherein the plate and base portion height having the same
Degree.
12. draining block described in any one of -11 according to claim 1, wherein the base portion have it is bigger than the plate high
Degree.
13. draining block according to claim 13, wherein the base portion has peripheral groove, the peripheral groove will be described
Base portion is divided into base segments and lower base segments.
14. draining block according to claim 13, wherein there are four sides for the upper base segments tool, and described four
There are spaced protrusions on two sides in a side.
15. a kind of bar shaped drains block, which drains road surface or the substructure that block is used as dykes and dams or city space, bar shaped row
Water includes multiple bars of plate, base portion and the connection plate and the base portion fastly, wherein each bar in the multiple bar is transversal
Area is less than the smallest cross-section area of the plate and the base portion, wherein the plate and the base portion respectively include two longitudinal directions
Face, face includes multiple spaced protrusions longitudinally in each.
16. bar shaped according to claim 15 drains block, wherein each of the multiple bar is in its entire extension
In there is circular cross section, the circular cross section has maximum length, and wherein the maximum length towards the base portion
With it is bigger towards the plate, to limit curved surface between the plate and the pedestal.
17. bar shaped according to claim 15 drains block, wherein each of the multiple bar is in its entire extension
In there is oval cross section, the oval cross section has maximum length, and wherein the maximum length described in
Base portion and bigger towards the plate, to limit curved surface between the plate and the pedestal.
18. bar shaped according to claim 15 drains block, wherein each of the multiple bar is in its entire extension
In there is rectangular cross section, the rectangular cross section has maximum length, and wherein the maximum length towards the base portion
With it is bigger towards the plate, to limit curved surface between the plate and the base portion.
19. bar shaped described in any one of 5-18 drains block according to claim 1, wherein the multiple bar includes at least five
Bar.
20. bar shaped according to claim 15 drains block, wherein two in the multiple bar are outer bars, and institute is limited
State two flat lateral ends of block.
21. bar shaped described in any one of 5-20 drains block according to claim 1, wherein the multiple spaced protrusions are along described
Plate and the base portion limit groove, and wherein length in each of the multiple spaced protrusions be equal to or less than it is the multiple
The maximum length of the minimum cross-section of each bar in bar.
22. bar shaped described in any one of 5-21 drains block according to claim 1, wherein each of the multiple spaced protrusions
It is aligned with one in the multiple bar.
23. draining block according to any one of the preceding claims, wherein described piece is made of concrete.
24. draining block according to any one of the preceding claims, wherein described piece includes two half blocks, each half block packet
Include half plate, half bar and half base portion and a flat surfaces, and wherein the half block along their own flat surfaces that
This is disposed adjacently, so that the half block is symmetrical relative to the central longitudinal plane of the draining block.
25. a kind of method for manufacturing draining block according to any one of the preceding claims, including use mold shape
At the draining block.
26. the half block is logical according to the method for claim 25, wherein the draining block is formed by adjacent two half blocks
It crosses and is formed using mold.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NL2018297 | 2017-02-03 | ||
| NL2018297A NL2018297B1 (en) | 2017-02-03 | 2017-02-03 | Drainage blocks for dikes or urban settings |
| PCT/NL2018/050074 WO2018143808A1 (en) | 2017-02-03 | 2018-02-02 | Drainage blocks for dikes or urban settings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110520573A true CN110520573A (en) | 2019-11-29 |
Family
ID=58737804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201880010113.6A Pending CN110520573A (en) | 2017-02-03 | 2018-02-02 | For dykes and dams or the draining block of urban environment |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20200378071A1 (en) |
| EP (1) | EP3577278B1 (en) |
| JP (1) | JP7146780B2 (en) |
| CN (1) | CN110520573A (en) |
| BR (1) | BR112019016075A2 (en) |
| DE (1) | DE202018006645U1 (en) |
| DK (1) | DK3577278T3 (en) |
| ES (1) | ES2856255T3 (en) |
| NL (1) | NL2018297B1 (en) |
| WO (1) | WO2018143808A1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7461227B2 (en) | 2020-06-08 | 2024-04-03 | 大成建設株式会社 | Wireless power supply circuit board |
| NL2029051B1 (en) | 2021-08-25 | 2023-03-15 | Hill Innovations B V | Drainage block with improved stability |
| CN113981764A (en) * | 2021-10-28 | 2022-01-28 | 福建省兴岩建设集团有限公司 | Construction method of pervious concrete pavement engineering |
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| EP0050904A1 (en) * | 1980-10-28 | 1982-05-05 | Nicolon B.V. | Revetment grids and mats |
| JP2002004242A (en) * | 2000-06-22 | 2002-01-09 | Tetra Co Ltd | Hydrophilic revetment structure having water permeability and block for hydrophilic revetment structure |
| CN2677478Y (en) * | 2002-11-28 | 2005-02-09 | 史世英 | Stereo scopic multifunction linkage pot block for green |
| CN102859072A (en) * | 2010-03-05 | 2013-01-02 | H·希尔 | Attenuating element |
| NL1039139C2 (en) * | 2011-10-28 | 2013-05-06 | Spekpannekoek B V | OE COVERING ELEMENT. |
| CN105780726A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Brick and method for building dam on water with bricks |
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| CA2981456A1 (en) * | 2015-04-01 | 2016-10-06 | Hill Innovations B.V. | Stabilized damping element, as well as water barrier having such damping elements |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0978613A (en) * | 1995-07-11 | 1997-03-25 | Kazuhiro Umada | Precast interlocking block member |
| DE102009044412A1 (en) | 2009-10-05 | 2011-04-07 | Aco Severin Ahlmann Gmbh & Co. Kg | trench body |
-
2017
- 2017-02-03 NL NL2018297A patent/NL2018297B1/en active
-
2018
- 2018-02-02 DK DK18707984.3T patent/DK3577278T3/en active
- 2018-02-02 US US16/482,716 patent/US20200378071A1/en not_active Abandoned
- 2018-02-02 ES ES18707984T patent/ES2856255T3/en active Active
- 2018-02-02 BR BR112019016075-2A patent/BR112019016075A2/en not_active Application Discontinuation
- 2018-02-02 CN CN201880010113.6A patent/CN110520573A/en active Pending
- 2018-02-02 WO PCT/NL2018/050074 patent/WO2018143808A1/en unknown
- 2018-02-02 JP JP2019542384A patent/JP7146780B2/en active Active
- 2018-02-02 DE DE202018006645.1U patent/DE202018006645U1/en active Active
- 2018-02-02 EP EP18707984.3A patent/EP3577278B1/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0050904A1 (en) * | 1980-10-28 | 1982-05-05 | Nicolon B.V. | Revetment grids and mats |
| JP2002004242A (en) * | 2000-06-22 | 2002-01-09 | Tetra Co Ltd | Hydrophilic revetment structure having water permeability and block for hydrophilic revetment structure |
| CN2677478Y (en) * | 2002-11-28 | 2005-02-09 | 史世英 | Stereo scopic multifunction linkage pot block for green |
| CN102859072A (en) * | 2010-03-05 | 2013-01-02 | H·希尔 | Attenuating element |
| NL1039139C2 (en) * | 2011-10-28 | 2013-05-06 | Spekpannekoek B V | OE COVERING ELEMENT. |
| CA2981456A1 (en) * | 2015-04-01 | 2016-10-06 | Hill Innovations B.V. | Stabilized damping element, as well as water barrier having such damping elements |
| CN105839591A (en) * | 2016-03-21 | 2016-08-10 | 中国电建集团贵阳勘测设计研究院有限公司 | Sash grass planting slope protection structure |
| CN105780726A (en) * | 2016-05-18 | 2016-07-20 | 周进 | Brick and method for building dam on water with bricks |
Also Published As
| Publication number | Publication date |
|---|---|
| EP3577278B1 (en) | 2020-11-18 |
| DK3577278T3 (en) | 2021-02-22 |
| BR112019016075A2 (en) | 2020-03-31 |
| NL2018297B1 (en) | 2018-08-28 |
| EP3577278A1 (en) | 2019-12-11 |
| ES2856255T3 (en) | 2021-09-27 |
| US20200378071A1 (en) | 2020-12-03 |
| JP7146780B2 (en) | 2022-10-04 |
| DE202018006645U1 (en) | 2021-10-12 |
| WO2018143808A1 (en) | 2018-08-09 |
| JP2020506318A (en) | 2020-02-27 |
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Application publication date: 20191129 |