CN106087863A - The three hollow wave eliminating blocks of foot and consisting of concrete facing structure - Google Patents
The three hollow wave eliminating blocks of foot and consisting of concrete facing structure Download PDFInfo
- Publication number
- CN106087863A CN106087863A CN201610645611.0A CN201610645611A CN106087863A CN 106087863 A CN106087863 A CN 106087863A CN 201610645611 A CN201610645611 A CN 201610645611A CN 106087863 A CN106087863 A CN 106087863A
- Authority
- CN
- China
- Prior art keywords
- wave eliminating
- foot
- wave
- hollow
- block body
- 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
- 238000010276 construction Methods 0.000 claims abstract description 7
- 238000005452 bending Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 2
- 239000004575 stone Substances 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 239000000203 mixture Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 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
-
- 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
-
- 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 present invention relates to the domatic wave protection field that disappears of water conservancy project, harbor work, sea work, refer specifically to a kind of three hollow wave eliminating blocks of foot.The described three hollow wave eliminating blocks of foot include wave eliminating block body, are located at disappear wave hole and 6 evagination feet being correspondingly arranged in wave eliminating block body both ends of the surface at described wave eliminating block body central.Described wave eliminating block body end face is spaced, in by 3 long limits and 3 minor faces, the hexagon surrounded, and wave eliminating block body is arranged with evagination foot at end face minor face.Present invention additionally comprises a kind of concrete facing structure being made up of the above-mentioned three hollow wave eliminating blocks of foot.Three foot of the present invention hollow wave eliminating block simple in construction, extruding breakage it is difficult to each other after closely putting, can firmly be arranged on the block stone bed course that flatness is poor, consisting of concrete facing structure hole cavity form is various and the gross area is relatively big, there is preferable wave absorbing effect.
Description
Technical field
The present invention relates to water conservancy project, harbor work, sea work domatic disappear wave protection field, refer specifically to a kind of three hollow wave eliminating blocks of foot and
Consisting of concrete facing structure.
Background technology
At present, China for arrange port boat engineering concrete facing structure mainly have accropode blocks, barrier board, hexagonal
The types such as nut block, the four hollow wave eliminating blocks of foot.Wherein, the hollow wave eliminating block in corner main body is square bulk, it is common that closely cloth
Put and regularly placing, mainly land to fix self by the four of bottom evagination feet, if the block stone bed course of bottom is the most flat
Whole, being just likely to have evagination foot cannot land, and makes wave eliminating block tilt unstability, the concrete facing Stability Analysis of Structures being therefore made up of it
Property is poor.
Summary of the invention
The present invention is directed to the deficiencies in the prior art and have devised a kind of preferable three hollow wave eliminating blocks of foot of stability
And consisting of concrete facing structure.
The three hollow wave eliminating blocks of foot of the present invention include wave eliminating block body, are located at the wave that disappears at described wave eliminating block body central
Hole and 6 the evagination feet being correspondingly arranged in wave eliminating block body both ends of the surface.Described wave eliminating block body end face is in by 3 long limits and 3
Minor face is spaced the hexagon surrounded, and wave eliminating block body is arranged with evagination foot at end face minor face.
Three evagination feet on each end face of this wave eliminating block are angular distribution, it is possible to form stable support, make wave eliminating block
Can the most firmly be placed on block stone bed course, therefore stronger to the flatness adaptability of block stone bed course.
Preferably, disappear the wave similar hexagon of Kong Chengyu wave eliminating block body end surface shape, with the overall knot of wave eliminating block described in
Structure is more coordinated.
Described wave eliminating block body forms 3 wave grooves that disappear in long edge position indent, in order to wave eliminating block is split structure after regularly placing
Become hole, promote wave absorbing effect.
Described evagination foot is quadrangular frustum pyramid shaped, and the evagination foot of the most adjacent wave eliminating block is difficult to contact, because of without because mutually squeezing
Press and crush.
Further, each side of wave eliminating block body be along horizontal central line to both ends of the surface with equal angular bending draw in and with
The folding face that evagination foot side overlaps, so can make to be changed into linear contact lay by face contact between adjacent wave eliminating block, reduce between wave eliminating block because of phase
Extruding causes the risk of breakage mutually.
Described evagination foot height is 0.6～0.8 with the ratio of wave eliminating block body thickness.
The concreting that the described three hollow wave eliminating blocks of foot are not less than C25 by strength mark forms, inside wave eliminating block
Generally do not set reinforcing bar, need the concreting using strength mark of a relatively high.
Present invention additionally comprises a kind of concrete facing structure being made up of the described three hollow wave eliminating blocks of foot, be by towards on the contrary
The three hollow wave eliminating blocks of foot be spaced closely together to put and embark on journey, more closely put formation, adjacent rows is specular, adjacent
Two piece of three hollow wave eliminating block of foot is fitted in the long edge position correspondence of wave eliminating block body, and forms the narrower bore being made up of the wave groove split that disappears.
Described concrete facing structure includes the hollow knot that the adjacent 6 piece of three hollow wave eliminating block of foot being distributed ringwise pieces together
Structure, containing the regular hexagon hole being made up of enclosing at the minor face of wave eliminating block body in the middle part of described hollow-core construction.
The three hollow wave eliminating blocks of foot contain three altogether by putting the above-mentioned concrete facing structure formed closely, regularly
Plant hole, the hexagonal wave hole that disappears i.e. being positioned on single wave eliminating block, the regular hexagon hole being positioned between wave eliminating block and narrower bore, these
Hole is evenly distributed on pavement structure, and can connect with the gap of wave eliminating block and block stone bed course composition disappear wave passage.This
Hole in concrete facing structure is various informative and the gross area is relatively big, contributes to the energy dissipating of wave.
Three foot of the present invention hollow wave eliminating block simple in construction, is difficult to extruding breakage each other, can consolidate after closely putting
Be arranged on the block stone bed course that flatness is poor, consisting of concrete facing structure hole cavity form is various and the gross area relatively
Greatly, there is preferable wave absorbing effect.
Accompanying drawing explanation
The structural representation of Fig. 1: the three hollow wave eliminating blocks of foot；
The left view of Fig. 2: Fig. 1；
The right view of Fig. 3: Fig. 1；
Fig. 4: the concrete facing structural representation formed by three feet hollow wave eliminating block group.
Wherein: disappear wave hole, 3-evagination foot, 4-of 1-wave eliminating block main body, 2-disappears wave groove, 5-narrower bore, 6-regular hexagon hole.
Detailed description of the invention
Below in conjunction with the accompanying drawings the concrete facing structure of the three hollow wave eliminating blocks of foot of the present invention and composition thereof is made into one
Step explanation.
As shown in Figures 1 to 3, the three hollow wave eliminating blocks of foot of the present invention include wave eliminating block body 1, are located at wave eliminating block body 1
Disappear wave hole 2 and 6 evagination feet 3 being correspondingly arranged in wave eliminating block body 1 both ends of the surface of center.Wave eliminating block body 1 end face is in by 3
The long limit of bar and 3 minor faces are spaced the hexagon surrounded, and wave eliminating block body 1 is arranged with evagination foot 3 at end face minor face.
Three evagination feet 3 on each end face of this wave eliminating block are in angular distribution, it is possible to form stable support, make wave eliminating block
Can the most firmly be placed on block stone bed course, therefore stronger to the flatness adaptability of block stone bed course.
Disappear wave hole 2 in the hexagon similar with wave eliminating block body 1 end surface shape, wave eliminating block body 1 is in long edge position concave shaped
Become 3 wave grooves 4 that disappear.
Evagination foot 3 is in quadrangular frustum pyramid shaped, and height is 0.6～0.8 with the ratio of wave eliminating block body 1 thickness, the most adjacent wave that disappears
The evagination foot of block is difficult to contact, because of without crushing because mutually extruding.
The each side of wave eliminating block body 1 be along horizontal central line to both ends of the surface with equal angular bending draw in and with evagination foot 3
The folding face that side overlaps, so can make to be changed into linear contact lay by face contact between adjacent wave eliminating block, reduce between wave eliminating block because of mutually extruding
Cause the risk of breakage.
The concreting that the three hollow wave eliminating blocks of foot are not less than C25 by strength mark forms, owing to wave eliminating block is internal generally
Do not set reinforcing bar, need the concrete for making using strength mark of a relatively high.
As shown in Figure 4, present invention additionally comprises a kind of concrete facing structure being made up of the described three hollow wave eliminating blocks of foot, be
Being embarked on journey by being spaced closely together to put towards the three contrary hollow wave eliminating blocks of foot, more closely put formation, adjacent rows is mirror
As symmetrical, adjacent two piece of three hollow wave eliminating block of foot is in the long edge position correspondence laminating of wave eliminating block body 1, and is formed and spelled by the wave groove 4 that disappears
Close the narrower bore 5 constituted.
Described concrete facing structure includes the hollow knot that the adjacent 6 piece of three hollow wave eliminating block of foot being distributed ringwise pieces together
Structure, containing the regular hexagon hole 6 being made up of enclosing at the minor face of wave eliminating block body 1 in the middle part of described hollow-core construction.
Need after the block stone setting cushion of breakwater or shore protection completes when arranging concrete facing structure, first at the bottom of slope
Portion closely puts with the three hollow wave eliminating blocks of foot and embarks on journey, more upwards puts, until occupying domatic.During practice of construction, three
The hollow wave eliminating block of foot is to be transported to scene by vehicle, uses special hanger to lay, if desired with human assistance.
The three hollow wave eliminating blocks of foot contain three altogether by putting the above-mentioned concrete facing structure formed closely, regularly
Plant hole, the hexagonal wave hole 2 that disappears i.e. being positioned on single wave eliminating block, the narrower bore 5 being positioned between wave eliminating block and regular hexagon hole 6,
These holes are evenly distributed on pavement structure, and can connect with the gap of wave eliminating block and block stone bed course composition disappear wave passage.
Hole in this concrete facing structure is various informative and the gross area is relatively big, contributes to the energy dissipating of wave.
Claims (9)
1. the hollow wave eliminating block of foot, it is characterised in that include wave eliminating block body (1), is located in described wave eliminating block body (1)
Disappear wave hole (2) and 6 evagination feet (3) being correspondingly arranged in wave eliminating block body (1) both ends of the surface at the heart, described wave eliminating block body
(1) end face is spaced, in by 3 long limits and 3 minor faces, the hexagon surrounded, and wave eliminating block body (1) is arranged with at end face minor face
Evagination foot (3).
The three hollow wave eliminating blocks of foot the most as claimed in claim 1, it is characterised in that described in disappear wave hole (2) in wave eliminating block body
(1) hexagon that end surface shape is similar.
The three hollow wave eliminating blocks of foot the most as claimed in claim 2, it is characterised in that described wave eliminating block body (1) is in long edge position
Spill becomes 3 waves groove (4) that disappear.
The three hollow wave eliminating blocks of foot the most as claimed in claim 3, it is characterised in that described evagination foot (3) is in quadrangular frustum pyramid shaped.
The three hollow wave eliminating blocks of foot the most as claimed in claim 4, it is characterised in that each side of described wave eliminating block body (1) is
The folding face drawn in and overlap with evagination foot (3) side to both ends of the surface along horizontal central line with equal angular bending.
The three hollow wave eliminating blocks of foot the most as claimed in claim 5, it is characterised in that described evagination foot (3) height and wave eliminating block are originally
The ratio of body (1) thickness is 0.6～0.8.
7. the three hollow wave eliminating blocks of foot as described in any one in claim 5, it is characterised in that the described three hollow wave eliminating blocks of foot
The concreting being not less than C25 by strength mark forms.
8. the concrete facing structure being made up of the three hollow wave eliminating blocks of foot described in any one in claim 3～7, its
It is characterised by, is to embark on journey by being spaced closely together to put towards the three contrary hollow wave eliminating blocks of foot, more closely puts formation, phase
Adjacent two row are specular, and adjacent two piece of three hollow wave eliminating block of foot is in the long edge position correspondence laminating of wave eliminating block body (1), and is formed
The narrower bore (5) being made up of wave groove (4) split that disappears.
9. a concrete facing structure as claimed in claim 8, it is characterised in that include adjacent 6 pieces be distributed ringwise
The hollow-core construction that the three hollow wave eliminating blocks of foot piece together, the middle part of described hollow-core construction is contained by the minor face of wave eliminating block body (1)
The regular hexagon hole (6) that enclosing is constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610645611.0A CN106087863B (en) | 2016-08-09 | 2016-08-09 | The hollow wave eliminating block of three feet and the concrete facing structure being made from it |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610645611.0A CN106087863B (en) | 2016-08-09 | 2016-08-09 | The hollow wave eliminating block of three feet and the concrete facing structure being made from it |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087863A true CN106087863A (en) | 2016-11-09 |
| CN106087863B CN106087863B (en) | 2018-09-14 |
Family
ID=57457027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610645611.0A Active CN106087863B (en) | 2016-08-09 | 2016-08-09 | The hollow wave eliminating block of three feet and the concrete facing structure being made from it |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087863B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625340A (en) * | 2018-05-23 | 2018-10-09 | 河海大学 | One kind disappears unrestrained prefabricated section |
| CN114457758A (en) * | 2022-03-14 | 2022-05-10 | 浙江迅犀建设有限责任公司 | Vertical casting and installation construction method for hollow nut block of slope protection project |
| WO2023011072A1 (en) * | 2021-08-03 | 2023-02-09 | 中交第一航务工程勘察设计院有限公司 | Ecological wave dissipation block |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201354452Y (en) * | 2008-10-31 | 2009-12-02 | 上海市水利工程设计研究院 | Long arm four-footed hollow block |
| CN101725132A (en) * | 2008-10-31 | 2010-06-09 | 上海市水利工程设计研究院 | Wave-dissipating installation mode of four-corner hollow square blocks |
| CN201574381U (en) * | 2009-11-13 | 2010-09-08 | 江苏科技大学 | Breakwater armor block |
| KR20120095156A (en) * | 2011-02-18 | 2012-08-28 | 니켄 코가쿠 가부시키가이샤 | Method of installation of wave dissipating block |
| CN202830877U (en) * | 2012-09-21 | 2013-03-27 | 陈振华 | Improved four-foot hollow wave breaking block |
| CN205894015U (en) * | 2016-08-09 | 2017-01-18 | 中交第二航务工程局有限公司 | Hollow unrestrained piece and breakwater pavement structure of disappearing of tripod |
-
2016
- 2016-08-09 CN CN201610645611.0A patent/CN106087863B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201354452Y (en) * | 2008-10-31 | 2009-12-02 | 上海市水利工程设计研究院 | Long arm four-footed hollow block |
| CN101725132A (en) * | 2008-10-31 | 2010-06-09 | 上海市水利工程设计研究院 | Wave-dissipating installation mode of four-corner hollow square blocks |
| CN201574381U (en) * | 2009-11-13 | 2010-09-08 | 江苏科技大学 | Breakwater armor block |
| KR20120095156A (en) * | 2011-02-18 | 2012-08-28 | 니켄 코가쿠 가부시키가이샤 | Method of installation of wave dissipating block |
| CN202830877U (en) * | 2012-09-21 | 2013-03-27 | 陈振华 | Improved four-foot hollow wave breaking block |
| CN205894015U (en) * | 2016-08-09 | 2017-01-18 | 中交第二航务工程局有限公司 | Hollow unrestrained piece and breakwater pavement structure of disappearing of tripod |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625340A (en) * | 2018-05-23 | 2018-10-09 | 河海大学 | One kind disappears unrestrained prefabricated section |
| WO2023011072A1 (en) * | 2021-08-03 | 2023-02-09 | 中交第一航务工程勘察设计院有限公司 | Ecological wave dissipation block |
| CN114457758A (en) * | 2022-03-14 | 2022-05-10 | 浙江迅犀建设有限责任公司 | Vertical casting and installation construction method for hollow nut block of slope protection project |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087863B (en) | 2018-09-14 |
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