CN110747807A - X-shaped artificial surface protecting wave dissipating block - Google Patents
X-shaped artificial surface protecting wave dissipating block Download PDFInfo
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- CN110747807A CN110747807A CN201911192777.1A CN201911192777A CN110747807A CN 110747807 A CN110747807 A CN 110747807A CN 201911192777 A CN201911192777 A CN 201911192777A CN 110747807 A CN110747807 A CN 110747807A
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- inclined plate
- upper inclined
- wave
- plate
- dissipating block
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- 239000004576 sand Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 9
- 239000011800 void material Substances 0.000 abstract description 2
- 241001455273 Tetrapoda Species 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- SESFRYSPDFLNCH-UHFFFAOYSA-N benzyl benzoate Chemical compound C=1C=CC=CC=1C(=O)OCC1=CC=CC=C1 SESFRYSPDFLNCH-UHFFFAOYSA-N 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The invention provides an X-shaped artificial facing wave dissipation block, which is formed by intersecting two inclined plates and is in an X shape, wherein wave dissipation holes are formed in the parts, positioned above and below the intersection part, of the two inclined plates. The X-shaped wave dissipating block body is arranged according to a certain rule and then is in a wave fluctuation shape, and the attractiveness is good; the wave dissipation block is high in void ratio, the three-layer communicated wave dissipation cavity formed by the X-type wave dissipation block combination can be fully utilized to absorb and dissipate waves, the wave dissipation effect is good, and meanwhile, the overall stability is high.
Description
Technical Field
The invention belongs to the technical field of harbor breakwaters and coastal breakwaters, and particularly relates to an X-shaped artificial facing wave dissipation block.
Background
A slope breakwater, a revetment and a seawall are common wave-retaining and wave-dissipating protective buildings and mainly comprise a breakwater core body and a surface protection block body. The surface protecting blocks on the surface layer are usually artificial blocks, the blocks are mutually hooked or embedded to play the group role of the surface protecting, and the blocks have certain roughness and high porosity to absorb and dissipate the energy of waves, so that the effects of wave dissipation and building protection are achieved.
Since the 50 s of the last century, various concrete artificial wave-dissipating blocks have been researched and developed abroad. The basic principle for researching and developing the novel wave dissipating block body is as follows: good wave eliminating effect, high stability, firmness, durability, convenient construction, economy and reasonability. The method specifically comprises the following steps: the block bodies are good in hooking property, and the occlusion force among the block bodies is exerted, so that the stability of the whole protective surface is improved; secondly, the wave-breaking effect of the single block is improved and stabilized.
So far, artificial wave-dissipating blocks developed in various countries have been for more than 100 minutes, and the blocks commonly used at present are as follows: the square-shaped block comprises a twisted I-shaped block body (Dolos), a Tetrapod (Tetrapod), a twisted king-shaped block body (also called a hooking block body Accorpode), a four-foot hollow square block, a fence plate, a nut block body and the like.
The artificial wave dissipating blocks are laid in two types, one type is randomly placed, and the other type is regularly placed. The randomly arranged blocks mainly comprise twisted I-shaped blocks, quadrangular pyramids, twisted Chinese character 'Wang' blocks and the like, belong to hook-coupled occlusion type blocks, and are occluded by self cross rod members and mutual hook coupling of the cross rod members and the hook coupling of the cross rod members, so that the slope blocks of the slope dike have certain roughness and higher porosity, and when waves act with the slope blocks, energy is absorbed and dissipated. The regularly-placed blocks mainly comprise four-leg hollow blocks, fence plates, nut blocks and the like, belong to embedded blocks, and consume and absorb wave energy by means of self support, holes and embedding friction among the holes.
At present, the commonly used twisted I-shaped block (Dolos), Tetrapod (Tetrapod) and twisted king character block (Accorpode) are developed and developed abroad and protected by patents. China harbor-building enterprises continuously go out of China, harbors, breakwaters and coastal protection engineering construction is developed in sea areas such as Africa coasts, Bengal bays and Indian oceans, the faced sea areas have the characteristics of deeper water depth, larger wind waves and longer period, higher requirements are also provided for the structure, the function and the landscape of a protection building, and therefore, in order to meet the increasingly higher requirements of complex and variable environmental conditions and engineering construction, the development of novel artificial armor blocks with independent intellectual property rights in China is urgently needed.
Disclosure of Invention
In view of the above, the invention aims to provide an X-shaped artificial facing wave dissipation block, which fully utilizes a three-layer communicated wave dissipation cavity formed by combining the X-shaped wave dissipation blocks to absorb and dissipate wave energy, and has good wave dissipation effect and higher overall stability.
In order to achieve the purpose, the technical scheme of the invention is realized as follows:
the X-shaped artificial facing wave dissipating block is formed by two inclined plates which are crossed and is in an X shape, and the parts of the two inclined plates, which are positioned above and below the crossed part, are provided with wave dissipating holes which penetrate through the surface of the plate.
Furthermore, the intersection of the two inclined plates forms a horizontal intersection part, the upper part of the intersection part is a left upper inclined plate and a right upper inclined plate, the lower part of the intersection part is a left lower inclined plate and a right lower inclined plate, the wave dissipation holes comprise long holes and round holes, the long holes are arranged on the left upper inclined plate and the right upper inclined plate, and the round holes are arranged on the left lower inclined plate and the right lower inclined plate.
Furthermore, the long holes are arranged on the left upper inclined plate and the right upper inclined plate at intervals, the long holes on the left upper inclined plate and the right upper inclined plate are arranged in a staggered grid mode, and the length of each long hole is equal to that of the left upper inclined plate and that of the right upper inclined plate.
Furthermore, the slot holes are arranged on the upper left inclined plate and the upper right inclined plate at intervals, the length direction of the slot holes is parallel to the crossing parts, and the length of the slot holes is smaller than the width of the upper left inclined plate and the width of the upper right inclined plate.
Furthermore, the slot holes are arranged on the upper left inclined plate and the upper right inclined plate at intervals, the length direction of the slot holes is perpendicular to the crossing parts, and the length of the slot holes is smaller than that of the upper left inclined plate and that of the upper right inclined plate.
The long hole is a rectangular hole or a long round hole.
Further, the round hole is located the lower extreme of left lower swash plate and right lower swash plate, and the round hole is provided with one row along the horizontal direction, and sets up at interval each other.
Furthermore, the end parts of the left upper inclined plate, the right upper inclined plate, the left lower inclined plate and the right lower inclined plate are provided with toe plates extending to the horizontal direction, the outer sides of the end parts of the toe plates are provided with raised lines and grooves along the horizontal direction, and the adjacent wave dissipation blocks are occluded with one another through the raised lines and the grooves in the toe plates.
Furthermore, the inclined plate forms an included angle of 25-35 degrees with the horizontal direction.
Further, the outsides of the toe board ends of the left upper inclined board and the right lower inclined board are arranged to be convex strips, and the outsides of the toe board ends of the right upper inclined board and the left lower inclined board are arranged to be grooves. The convex strips and the grooves are all horizontally arranged.
Furthermore, the wave dissipating block is integrally formed.
Further, the length of the toe board is 1/3 the height of the wave dissipating block.
A plurality of wave dissipating block bodies realize mutual matching through convex strips and grooves on the outer sides of the end portions of the toe boards, the three layers formed by combination are communicated with the wave dissipating cavities to absorb and dissipate wave energy, the wave dissipating cavities on the surface layers, the wave dissipating cavities in the middle and the wave dissipating cavities at the bottom are good in wave dissipating effect, and meanwhile, the overall stability is high.
Compared with the prior art, the X-shaped artificial surface protecting wave dissipating block body has the following advantages:
the X-shaped artificial facing wave dissipation block body is in a wave fluctuation shape after being arranged in a front-back matching mode, and is good in attractiveness; the arrangement of the wave dissipation holes in various shapes increases the wave dissipation effect; the wave dissipation block is high in void ratio, the three-layer communicated wave dissipation cavity formed by the X-type wave dissipation block combination can be fully utilized to absorb and dissipate waves, the wave dissipation effect is good, and meanwhile, the overall stability is high.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate an embodiment of the invention and, together with the description, serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic perspective view of a wave dissipating block according to embodiment 1 of the present invention;
fig. 2 is a schematic perspective view of a wave dissipating block according to embodiment 2 of the present invention;
fig. 3 is a schematic perspective view of a wave dissipating block according to embodiment 3 of the present invention;
FIG. 4 is a cross-sectional view of FIG. 2;
FIG. 5 is a cross-sectional view of FIG. 3;
fig. 6 is a schematic view of a wave dissipating block according to an embodiment of the present invention in use.
Description of reference numerals:
1-a left upper sloping plate; 2-upper right sloping plate; 3-a left lower sloping plate; 4-right lower sloping plate; 5-long hole; 6-round hole; 7-toe board; 8-convex strips; 9-a groove; 10-a surface wave-dissipating cavity; 11-middle wave-eliminating cavity; 12-bottom wave-eliminating cavity.
Detailed Description
It should be noted that the embodiments and features of the embodiments of the present invention may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
Example 1
The X-shaped artificial facing wave dissipating block is formed by intersecting two inclined plates and is in an X shape, and wave dissipating holes are formed in the parts, located above and below the intersection part, of the two inclined plates.
The intersection of the two sloping plates forms a horizontal intersection part, the upper part of the intersection part is the upper left sloping plate 1 and the upper right sloping plate 2, the lower part of the intersection part is the lower left sloping plate 3 and the lower right sloping plate 4, the wave dissipating holes comprise long holes 5 and round holes 6, the long holes 5 are arranged on the upper left sloping plate 1 and the upper right sloping plate 2, and the round holes 6 are arranged on the lower left sloping plate 3 and the lower right sloping plate 4. The long hole 5 is a long hole.
As shown in fig. 1, the long holes 5 are provided at intervals on both the left upper swash plate 1 and the right upper swash plate 2, the long holes 5 on the left upper swash plate 1 and the right upper swash plate 2 are arranged in a staggered grid pattern, and the length of the long holes 5 is equal to the length of the left upper swash plate 1 and the right upper swash plate 2. The length of the left upper inclined plate 1 and the right upper inclined plate 2 is L.
Above-mentioned, round hole 6 is located the lower extreme of lower left swash plate 3 and lower right swash plate 4, and round hole 6 is provided with one row along the horizontal direction, and the interval sets up each other.
Above-mentioned, the tip of left side swash plate 1, right side swash plate 2, left lower swash plate 3 and right lower swash plate 4 all is provided with toe board 7 to the horizontal direction extension, and the outside of toe board 7 tip is provided with sand grip 8 and recess 9 along the horizontal direction, realizes the interlock through sand grip 8 and recess 9 on the toe board 7 between the adjacent unrestrained block that disappears.
The inclined plate forms an included angle of 25-35 degrees with the horizontal direction.
In the above, the outer sides of the ends of the toe plates 7 of the left upper inclined plate 1 and the right lower inclined plate 4 are provided with the convex strips 8, and the outer sides of the ends of the toe plates 7 of the right upper inclined plate 2 and the left lower inclined plate 3 are provided with the grooves 9.
The wave dissipating blocks are integrally formed.
The length of the toe board 7 is 1/3 of the height of the wave dissipating block.
The sand grip 8 and the groove 9 cooperation through toe board 7 between each other of the wave dissipation block body for every X type can peg graft each other between the wave dissipation block body, increases overall stability.
The three-layer communicated wave dissipation cavity formed by combining the wave dissipation blocks absorbs and dissipates wave energy, the surface wave dissipation cavity 10, the middle wave dissipation cavity 11 and the bottom wave dissipation cavity 12 are good in wave dissipation effect, and meanwhile the overall stability is high.
Example 2
As shown in fig. 2, the long holes 5 are provided at intervals in the left upper swash plate 1 and the right upper swash plate 2, both of which are parallel to the intersection in the longitudinal direction, and the length of the long holes 5 is smaller than the width of the left upper swash plate 1 and the right upper swash plate 2. The width of the left upper inclined plate 1 and the right upper inclined plate 2 is W.
Example 3
As shown in fig. 3, the long holes 5 are provided at intervals in the left upper swash plate 1 and the right upper swash plate 2, and both are perpendicular to the intersection portion in the longitudinal direction, and the length of the long holes 5 is smaller than the length of the left upper swash plate 1 and the right upper swash plate 2.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (10)
1. The utility model provides a unrestrained block is subdued to artifical armor of X type which characterized in that: the wave dissipation block is formed by two inclined plates which are crossed and is in an X shape, and the parts of the two inclined plates, which are positioned above and below the crossed part, are provided with wave dissipation holes which penetrate through the plate surface.
2. The X-shaped artificial facing wave dissipating block of claim 1, wherein: the intersection of the two inclined plates forms a horizontal intersection part, the parts above the intersection part are a left upper inclined plate and a right upper inclined plate, the parts below the intersection part are a left lower inclined plate and a right lower inclined plate, the wave dissipation holes comprise long holes and round holes, the long holes are arranged on the left upper inclined plate and the right upper inclined plate, and the round holes are arranged on the left lower inclined plate and the right lower inclined plate.
3. The X-shaped artificial facing wave dissipating block of claim 2, wherein: the long holes are arranged on the left upper inclined plate and the right upper inclined plate at intervals, the long holes on the left upper inclined plate and the right upper inclined plate are arranged in a staggered grid mode, and the length of each long hole is equal to that of the left upper inclined plate and that of the right upper inclined plate.
4. The X-shaped artificial facing wave dissipating block of claim 2, wherein: the long holes are arranged on the left upper inclined plate and the right upper inclined plate at intervals, are parallel to the crossing part in the length direction, and are shorter than the widths of the left upper inclined plate and the right upper inclined plate.
5. The X-shaped artificial facing wave dissipating block of claim 2, wherein: the long holes are arranged on the left upper inclined plate and the right upper inclined plate at intervals, the length directions of the long holes are perpendicular to the crossing parts, and the length of each long hole is smaller than that of the left upper inclined plate and that of the right upper inclined plate.
6. The X-shaped artificial facing wave dissipating block of claim 2, wherein: the round hole is located the lower extreme of left lower swash plate and right lower swash plate, and the round hole is provided with one row along the horizontal direction, and sets up at interval each other.
7. The X-shaped artificial facing wave dissipating block of claim 2, wherein: the tip of left side swash plate, right side swash plate, left side swash plate and right lower swash plate all is provided with the toe board that extends to the horizontal direction, and the outside of toe board tip is provided with sand grip and recess along the horizontal direction, realizes the interlock through sand grip and recess on the toe board between the adjacent unrestrained block that disappears.
8. The X-shaped artificial facing wave dissipating block of claim 1, wherein: the inclined plate has an included angle of 25-35 degrees with the horizontal direction.
9. The X-shaped artificial facing wave dissipating block of claim 7, wherein: the outside of the toe board tip of left side upper inclined plate and right lower inclined plate sets up to the sand grip, and the outside of the toe board tip of right side upper inclined plate and left lower inclined plate sets up to the recess.
10. The X-shaped artificial facing wave dissipating block of claim 1, wherein: the wave dissipating block is integrally formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911192777.1A CN110747807A (en) | 2019-11-28 | 2019-11-28 | X-shaped artificial surface protecting wave dissipating block |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201911192777.1A CN110747807A (en) | 2019-11-28 | 2019-11-28 | X-shaped artificial surface protecting wave dissipating block |
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| CN110747807A true CN110747807A (en) | 2020-02-04 |
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| CN201911192777.1A Pending CN110747807A (en) | 2019-11-28 | 2019-11-28 | X-shaped artificial surface protecting wave dissipating block |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111697522A (en) * | 2020-05-20 | 2020-09-22 | 中国电建集团华东勘测设计研究院有限公司 | Novel exposed wave dissipation fixing device for landing section of submarine cable |
| CN114215001A (en) * | 2021-12-08 | 2022-03-22 | 温州市水利电力勘测设计院有限公司 | Prefabricated ecological oyster reef and ecological seawall structure |
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| JP2011058178A (en) * | 2009-09-07 | 2011-03-24 | Tokai Univ | Breakwater |
| KR101104810B1 (en) * | 2010-10-20 | 2012-01-16 | 김광원 | Wave dissipation sea forest, marine flora and fauna transplant functional and wave dissipation structure |
| CN106522158A (en) * | 2016-12-07 | 2017-03-22 | 浙江大学 | Floating breakwater with multiple columns of fence type wave stopping insertion plates and design method of floating breakwater |
| KR102037234B1 (en) * | 2019-04-12 | 2019-11-26 | 주식회사 새누리산업 | Construction method of eco-friendly sofa block and eco-friendly sofa block using perforated block structure |
| CN211368580U (en) * | 2019-11-28 | 2020-08-28 | 交通运输部天津水运工程科学研究所 | X-shaped artificial surface protecting wave dissipating block |
-
2019
- 2019-11-28 CN CN201911192777.1A patent/CN110747807A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011058178A (en) * | 2009-09-07 | 2011-03-24 | Tokai Univ | Breakwater |
| KR101104810B1 (en) * | 2010-10-20 | 2012-01-16 | 김광원 | Wave dissipation sea forest, marine flora and fauna transplant functional and wave dissipation structure |
| CN106522158A (en) * | 2016-12-07 | 2017-03-22 | 浙江大学 | Floating breakwater with multiple columns of fence type wave stopping insertion plates and design method of floating breakwater |
| KR102037234B1 (en) * | 2019-04-12 | 2019-11-26 | 주식회사 새누리산업 | Construction method of eco-friendly sofa block and eco-friendly sofa block using perforated block structure |
| CN211368580U (en) * | 2019-11-28 | 2020-08-28 | 交通运输部天津水运工程科学研究所 | X-shaped artificial surface protecting wave dissipating block |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111697522A (en) * | 2020-05-20 | 2020-09-22 | 中国电建集团华东勘测设计研究院有限公司 | Novel exposed wave dissipation fixing device for landing section of submarine cable |
| CN111697522B (en) * | 2020-05-20 | 2021-11-05 | 中国电建集团华东勘测设计研究院有限公司 | Novel exposed wave dissipation fixing device for landing section of submarine cable |
| CN114215001A (en) * | 2021-12-08 | 2022-03-22 | 温州市水利电力勘测设计院有限公司 | Prefabricated ecological oyster reef and ecological seawall structure |
| CN114215001B (en) * | 2021-12-08 | 2023-11-21 | 温州市水利电力勘测设计院有限公司 | Prefabricated ecological oyster reef and ecological seawall structure |
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