CN106245580B - A kind of energy dissipator and energy-dissipating system - Google Patents
A kind of energy dissipator and energy-dissipating system Download PDFInfo
- Publication number
- CN106245580B CN106245580B CN201610793255.7A CN201610793255A CN106245580B CN 106245580 B CN106245580 B CN 106245580B CN 201610793255 A CN201610793255 A CN 201610793255A CN 106245580 B CN106245580 B CN 106245580B
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- Prior art keywords
- energy
- block
- dissipator
- hole
- splicing
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- 238000004873 anchoring Methods 0.000 claims abstract description 21
- 239000011449 brick Substances 0.000 claims description 11
- 230000000694 effects Effects 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 21
- 238000010276 construction Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
-
- 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
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 present invention provides a kind of energy dissipator, including at least one energy dissipating unit, and the energy dissipating unit includes multiple anchoring rods and at least two splicing layers；Each splicing layer includes at least two concret blocks, and multiple anchor holes are provided on the block and at least one releases energy hole, and positioned at different splicing layers but adjacent block is connected by the anchoring rods in anchor hole.For energy dissipator of the invention in the case where meeting the strength of materials, energy dissipating hole is more, and effect of energy dissipation is better, and material is more saved and the gap being arranged between the block of two splicing layers of energy dissipating hole and one, interval splicing layer all can carry out energy dissipating to wave.
Description
Technical field
The present invention relates to a kind of energy dissipator and energy-dissipating systems.
Background technique
Along the river or the wave protection works on seashore mostly uses galvanized wire gabion spats or energy dissipating sub-assembly, needs to consume a large amount of coagulation
Soil, project cost are high, but the wave resistance effect of energy dissipation that disappears is bad.
Summary of the invention
It is an object of the present invention to provide it is a kind of it is at low cost, wave resistance effect of energy dissipation is good, convenient for the energy dissipator constructing and safeguard and
Energy-dissipating system.
The technical solution of the invention is as follows:
A kind of energy dissipator, is characterized in that, including at least one energy dissipating unit, and the energy dissipating unit includes multiple anchors
Gu stick 8 and at least two splicing layers；Each splicing layer includes at least two concret blocks, is arranged on the block
There are multiple anchor holes 6 to release energy hole 5 at least one, positioned at different splicing layers but adjacent block passes through the anchoring in anchor hole 6
Stick 8 is connected.
Being additionally provided with and release on above-mentioned block can at least one perpendicular bridle port 7 of hole 5.
Above-mentioned block is triangle brick or quadrangle brick.
The block of above-mentioned contiguous concatenation layer is dislocatedly distributed.
Gap is provided between the block of two splicing layers of one, above-mentioned interval splicing layer.
The first energy-dissipating system based on above-mentioned energy dissipator, is characterized in that, including at least one rope and multiple
Energy dissipator；The multiple energy dissipator is linked together by the rope for passing through bridle port and/or energy dissipating hole.
Above-mentioned energy-dissipating system further includes multiple anchoring rods, passes through the anchoring rods across anchor hole between the adjacent energy dissipator
It is fixed together.
Second of energy-dissipating system based on above-mentioned energy dissipator, is characterized in that, including multiple anchoring rods and multiple disappears
It can device；It is fixed together between the adjacent energy dissipator by passing through the anchoring rods of anchor hole.
Advantages of the present invention:
1, at low cost.In the case where meeting the strength of materials, energy dissipating hole is more, and effect of energy dissipation is better, and material is more saved.
2, wave resistance effect is good.The gap being arranged between the block of two splicing layers of energy dissipating hole and one, interval splicing layer is all
Energy dissipating can be carried out to wave.
3, convenient for construction.Block of the invention can be processed in factory, then be transported to scene and assembled and mated formation, construction
It is high-efficient.
4, convenient for safeguarding.Any block damage of the present invention, can replace, maintenance cost is low at any time.
5, intensity is high.The Hard links of anchoring rods and rope be flexible coupling and the self weight of concret block can guarantee and disappear
The high intensity of energy system and long-life.
6, it is suitble to a variety of different topography and geomorphologies.Brick any combination of various shapes can be used in block of the invention, can root
Site Design construction is carried out according to topography and geomorphology, meets construction requirement.
7, the present invention can also block the place of inrushing.A large amount of energy dissipators are concatenated with wirerope, then are transported to river
The place of inrushing of dike is launched, and wirerope both ends are fixed again, can slow down water velocity, is convenient for subsequent complete plugging construction.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the first block of the invention；
Fig. 2 is the structural schematic diagram of the second block of the invention；
Fig. 3 is the structural schematic diagram of third block of the present invention；
Fig. 4 is the structural schematic diagram of the 4th block of the invention；
Fig. 5 is the structural schematic diagram of the first splicing layer of the first embodiment of the invention；
Fig. 6 is the structural schematic diagram of the second splicing layer of the first embodiment of the invention；
Fig. 7 is the structural schematic diagram of the third splicing layer of the first embodiment of the invention；
Fig. 8 is the structural schematic diagram of the 4th splicing layer of the first embodiment of the invention；
Fig. 9 is the structural schematic diagram of the first embodiment of the invention；
Figure 10 is the side view of Fig. 9；
Figure 11 is the structural schematic diagram that the first multiple embodiment of the present invention are linked into an integrated entity by anchoring rods and rope；
Figure 12 is the structural schematic diagram of the first splicing layer of second of embodiment of the present invention；
Figure 13 is the structural schematic diagram of the second splicing layer of second of embodiment of the present invention；
Figure 14 is the structural schematic diagram of the third splicing layer of second of embodiment of the present invention；
Figure 15 is the structural schematic diagram of second of embodiment of the invention；
Figure 16 is the structural schematic diagram of the first splicing layer of the third embodiment of the invention；
Figure 17 is the structural schematic diagram of the second splicing layer of the third embodiment of the invention；
Figure 18 is the structural schematic diagram of the third splicing layer of the third embodiment of the invention；
Figure 19 is the structural schematic diagram of the third embodiment of the invention；
Figure 20 is the structural schematic diagram of the first splicing layer of the 4th kind of embodiment of the present invention；
Figure 21 is the structural schematic diagram of the second splicing layer of the 4th kind of embodiment of the present invention；
Figure 22 is the structural schematic diagram of the 4th kind of embodiment of the invention；
Appended drawing reference: the first block of 1-, the second block of 2-, 3- third block, the 4th block of 4-, 5- release energy hole, 6- anchoring
Hole, 7- bridle port, 8- anchoring rods, 9- rope, the gap 10-.
Specific embodiment
The present invention is by taking triangle brick as an example, but specific implementation is not limited to triangle brick.Fig. 1 to Fig. 4 is block of the present invention
Four kinds of structure types.The alignment when position of anchor hole should build convenient for heap；It energy dissipating hole can be under the premise of proof strength, arbitrarily
Distribution, and area is as big as possible, to reduce weight；End is scabbled or arc transition, convenient for docking, while preventing damage of colliding with
Wound.Wherein, Fig. 3 can also be made of the block in two Fig. 2, and Fig. 4 can also be made of the block in two Fig. 1, size and hole location
It is consistent.
Embodiment 1:
Energy dissipator, referring to Fig. 5 to Figure 10, including an energy dissipating unit, energy dissipating unit includes four spellings that upper and lower heap is built
Layer is connect, the first splicing layer includes two triangular blocks opposing upper and lower, and the vertex opposite vertexes of two triangular blocks, second spells
Connecing layer includes two opposite triangular blocks of left and right, and the vertex opposite vertexes of two triangular blocks, it includes upper that third, which splices layer,
Two opposite triangular blocks down, the spacing of the apex anchor hole of two triangular blocks are precisely its own two vertex
Locate the distance of anchor hole, the 4th splicing layer includes two opposite triangular blocks of left and right, the apex of two triangular blocks
The spacing of anchor hole is precisely the distance of its own two apex anchor hole.Four splicing layers from top to bottom successively build by heap, shape
At structure shown in Fig. 9 and Figure 10, then connected, formation energy dissipator is carried out at center and four corners with eight anchoring rods.Four
The sequence of splicing layer can also be exchanged arbitrarily.Energy dissipator can also be sequentially connected in series by above-mentioned multiple energy dissipating units.
Embodiment 2:
Energy dissipator, referring to Figure 12 to Figure 15, including an energy dissipating unit, energy dissipating unit includes three spellings that upper and lower heap is built
Connect layer.First splicing layer includes two triangular blocks opposing upper and lower, and the vertex opposite vertexes of two triangular blocks, second spells
Connecing layer includes two connected rhombus-shaped bricks of left and right, and it includes two opposite up and down triangular blocks, two triangles that third, which splices layer,
The spacing of the apex anchor hole of shape block is precisely the distance of its own two apex anchor hole.
Embodiment 3:
Energy dissipator, referring to Figure 16 to Figure 19, including an energy dissipating unit, energy dissipating unit includes three spellings that upper and lower heap is built
Connect layer.First splicing layer includes two connected up and down rhombus-shaped bricks, and the second splicing layer includes two opposite gores of left and right
Body, the vertex opposite vertexes of two triangular blocks, third splicing layer include two opposite triangular blocks of left and right, two triangles
The spacing of the apex anchor hole of shape block is precisely the distance of its own two apex anchor hole.
Embodiment 4:
Energy dissipator, referring to Figure 10 to Figure 22, including an energy dissipating unit, the first splicing layer includes two that left and right is connected
Rhombus-shaped brick, the second splicing layer includes two connected up and down rhombus-shaped bricks.Middle part is connected with four anchoring rods, and the middle part on four sides is respectively used
One anchoring rods is connected.Be connected between multiple energy dissipating units by anchoring rods, can form length it is any it is adjustable, shape is regular
Breakwater.
Referring to Figure 11, different energy dissipators can carry out soft company by way of steel wire penetrating bridle port or energy dissipating hole
It connects, to arbitrarily be laid with, is connected with each other.
Claims (6)
1. a kind of energy dissipator, it is characterised in that: including at least one energy dissipating unit, the energy dissipating unit includes multiple anchoring rods
(8) and at least two splice layers；Each splicing layer includes at least two concret blocks, is provided on the block multiple
Anchor hole (6) and at least one release can hole (5), positioned at different splicing layers but adjacent block passes through the anchoring in anchor hole (6)
Stick (8) is connected；
The block of contiguous concatenation layer is dislocatedly distributed；
It is spaced between the block of two of layer splicing layers of a splicing and is provided with gap.
2. energy dissipator according to claim 1, it is characterised in that: be additionally provided on the block and release energy hole (5) phase
At least one vertical bridle port (7).
3. energy dissipator according to claim 1 or 2, it is characterised in that: the block is triangle brick or quadrangle brick.
4. the energy-dissipating system based on any energy dissipator of claim 1-3, it is characterised in that: including at least one rope and
Multiple energy dissipators；The multiple energy dissipator is linked together by the rope for passing through bridle port and/or energy dissipating hole.
5. energy-dissipating system according to claim 4, it is characterised in that: it further include multiple anchoring rods, the adjacent energy dissipating dress
It is fixed together between setting by passing through the anchoring rods of anchor hole.
6. the energy-dissipating system based on any energy dissipator of claim 1-3, it is characterised in that: including multiple anchoring rods and more
A energy dissipator；It is fixed together between the adjacent energy dissipator by passing through the anchoring rods of anchor hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610793255.7A CN106245580B (en) | 2016-08-31 | 2016-08-31 | A kind of energy dissipator and energy-dissipating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610793255.7A CN106245580B (en) | 2016-08-31 | 2016-08-31 | A kind of energy dissipator and energy-dissipating system |
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| Publication Number | Publication Date |
|---|---|
| CN106245580A CN106245580A (en) | 2016-12-21 |
| CN106245580B true CN106245580B (en) | 2019-04-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610793255.7A Active CN106245580B (en) | 2016-08-31 | 2016-08-31 | A kind of energy dissipator and energy-dissipating system |
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| Country | Link |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139201U (en) * | 2014-10-22 | 2015-02-04 | 邹瑾 | A kind of dust block |
| CN105696521A (en) * | 2015-06-04 | 2016-06-22 | 吉林久盛生态环境科技股份有限公司 | Building block shaped like Chinese character 'qu', sinking mattress system of building blocks shaped like Chinese character 'qu' and construction method of sinking mattress system of building blocks shaped like Chinese character 'qu' |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3465134B2 (en) * | 1997-09-18 | 2003-11-10 | 創建工業株式会社 | Civil engineering structures using assembled concrete blocks |
| CN203846449U (en) * | 2014-05-22 | 2014-09-24 | 嘉兴市五丰水泥制品制造有限公司 | Ecological building block |
| CN205116110U (en) * | 2015-10-28 | 2016-03-30 | 浙江鸿翔环保建材科技有限公司 | Interlocking formula of shocking resistance ecological block |
| CN205276215U (en) * | 2016-01-08 | 2016-06-01 | 浙江水利水电学院 | Ecological block that kayser formula is piled up |
| CN206245275U (en) * | 2016-08-31 | 2017-06-13 | 邹瑾 | A kind of energy dissipator and energy-dissipating system |
-
2016
- 2016-08-31 CN CN201610793255.7A patent/CN106245580B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139201U (en) * | 2014-10-22 | 2015-02-04 | 邹瑾 | A kind of dust block |
| CN105696521A (en) * | 2015-06-04 | 2016-06-22 | 吉林久盛生态环境科技股份有限公司 | Building block shaped like Chinese character 'qu', sinking mattress system of building blocks shaped like Chinese character 'qu' and construction method of sinking mattress system of building blocks shaped like Chinese character 'qu' |
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| CN106245580A (en) | 2016-12-21 |
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Effective date of registration: 20210203 Address after: 710200 jingweinan Road, Jinghe Industrial Park, Xi'an City, Shaanxi Province Patentee after: Xi'an building materials Co.,Ltd. Patentee after: XI'AN JINGXINGXIANG ENVIRONMENT TECHNOLOGY Co.,Ltd. Address before: 710200 No. 32 Jingweinan Road, Jinghe Industrial Park, Xi'an City, Shaanxi Province Patentee before: Zou Jin |
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Effective date of registration: 20220111 Address after: 710200 Room 302, unit 1, building 66, Yihe Shengshi, No. 21, jingweinan Road, Gaoling District, Xi'an City, Shaanxi Province Patentee after: XI'AN JINGXINGXIANG ENVIRONMENT TECHNOLOGY Co.,Ltd. Address before: 710200 jingweinan Road, Jinghe Industrial Park, Xi'an City, Shaanxi Province Patentee before: Xi'an building materials Co.,Ltd. Patentee before: Xi'an jingxingxiang Environmental Technology Co., Ltd |
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