CN109972586A - Breakwater composite construction - Google Patents
Breakwater composite construction Download PDFInfo
- Publication number
- CN109972586A CN109972586A CN201910202929.5A CN201910202929A CN109972586A CN 109972586 A CN109972586 A CN 109972586A CN 201910202929 A CN201910202929 A CN 201910202929A CN 109972586 A CN109972586 A CN 109972586A
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- CN
- China
- Prior art keywords
- breakwater
- wave
- heap
- masonry
- composite construction
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 239000002131 composite material Substances 0.000 title claims abstract description 21
- 238000005192 partition Methods 0.000 claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 230000000694 effects Effects 0.000 abstract description 8
- 239000004567 concrete Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000834 fixative Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
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 invention discloses a kind of breakwater composite construction, including the identical anti-wave of several structures mentions structural member, several anti-waves mention structural member accommodated side-by-side on rubble-mound foundation to form whole breakwater；It includes mentioning ontology in the anti-wave of sealed fence structure that anti-wave, which mentions structural member, and anti-wave, which mentions, to be respectively arranged with first and disappear unrestrained hole on lateral surface and its opposite side of the ontology for contacting with water；Anti- wave mentions ontology upper end and is provided with the first heap masonry of the fan-shaped structure in cross section and the second heap masonry that cross section is rectangular or square, first heap masonry and the second heap masonry being arranged side by side with section and the coplanar mode of anti-Bo Tiben body section, and two heap masonry be hollow structure, second is provided on the first heap masonry on the arc surface of fan-shaped structure and is disappeared unrestrained hole；In anti-Bo Tiben body along its length on be provided with partition for connecting its two opposed inner walls, third is provided on partition and is disappeared unrestrained hole.It can improve breakwater wave eliminating effect, promote breakwater shielding, reduce siltation effect.
Description
Technical field
The present invention is applied to harbour and waterway engineering field, and in particular to a kind of breakwater composite construction.
Background technique
In solid type breakwater engineering, mentioned frequently with slope, upstanding bank, mixing entity structures, the levee body such as dike mostly use
Block stone or artificial block structure.In order to reach wave absorbing effect, also frequently with Acting on Perforated Caisson upstanding bank, but due to this kind of structure aperture
Rate is small, and wave absorbing effect is undesirable, and since rear wall is in closed state, without permeable effect, cannot reduce wave diffraction influence, nothing
Siltation effect is reduced, there are larger limitations containing the use in sand, the higher water body environment of clay content.
Summary of the invention
Based on deficiencies of the prior art, the present invention provides a kind of breakwater composite construction, can improve anti-wave
Dike wave absorbing effect promotes breakwater shielding, reduces siltation effect.
The present invention is achieved by the following technical solutions:
A kind of breakwater composite construction provided by the invention, including the identical anti-wave of several structures mention structural member, described several anti-
Wave mention structural member accommodated side-by-side on rubble-mound foundation to form whole breakwater；
It includes mentioning ontology in the anti-wave of sealed fence structure that the anti-wave, which mentions structural member,, the anti-wave mentions ontology and is used for and water
First is respectively arranged on the lateral surface of contact and its opposite side to disappear unrestrained hole；The anti-wave mention ontology upper end be provided with it is transversal
Rectangular or square the second heap masonry of first heap masonry of the fan-shaped structure in face and cross section, the first heap masonry and second
Heap masonry being arranged side by side with section and the coplanar mode of anti-Bo Tiben body section, and two heap masonries are hollow structure,
Second is provided on the first heap masonry on the arc surface of fan-shaped structure to disappear unrestrained hole；In the anti-Bo Tiben body along its length
It is provided with the partition for connecting its two opposed inner walls on direction, third is provided on the partition and is disappeared unrestrained hole.
As further improvement of the invention: the height of the first heap masonry is greater than the height of the second heap masonry.
Improved as of the invention further: the anti-wave mention ontology be bottom position along its length be provided with to
The cuboid for the boss that lateral direction extends, the upper surface of the boss are to incline from bottom to its outer ledge that anti-wave mentions ontology
Oblique inclined-plane.
Disappear unrestrained hole as further improvement of the invention: described first as several spaced rectangular configurations.
Disappear unrestrained hole as further improvement of the invention: described second as strip circular arc type structure.
As further improvement of the invention: the third disappears unrestrained hole as bar shaped.
As further improvement of the invention: being arranged on the face that the first heap masonry and the second heap masonry are connect with partition
There is air hole.
As further improvement of the invention: being arranged on the face that the first heap masonry and the second heap masonry are connect with partition
There is air hole.
Compared with prior art, a kind of breakwater composite construction provided by the invention has having for following patent law purposes
Beneficial effect:
(1) whole to use reinforced concrete structure, it is self-possessed lighter, it is good to soft foundation adaptability.
(2) disappear unrestrained room and setting air hole are formed in anti-Bo Tiben body, percent opening is high, can effectively reduce wave direct projection and around
It penetrates, improves wave condition in sheltered waters,
(3) the front and rear wall unrestrained hole that disappears is staggeredly arranged, disappear wave while levee body two sides water body can be maintained to exchange, to reduce shielding area's mud
Sand siltation.
(4) integral reinforced concrete prefabrication and lifting has the characteristics that easy to make, construction is simple, low cost, and single structure
Part weight can be adjusted accordingly according to different wave conditions, and stability is high.
Detailed description of the invention
Fig. 1 be a kind of breakwater provided by the invention combine structure make structural schematic diagram.
Fig. 2 be a kind of breakwater provided by the invention combine structure make front view.
Fig. 3 is a kind of top view of breakwater composite construction provided by the invention.
Fig. 4 is a kind of diagrammatic cross-section (A-A) of breakwater composite construction provided by the invention.
Fig. 5 is a kind of diagrammatic cross-section (B-B) of breakwater composite construction provided by the invention.
Fig. 6 is a kind of diagrammatic cross-section (C-C) of breakwater composite construction provided by the invention.
In figure: 1- the first heap masonry；The anti-wave of 2- mentions ontology；3- first disappears unrestrained hole；4- second disappears unrestrained hole；5- air hole；6-
Partition；7- third disappears unrestrained hole.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Embodiment 1
The breakwater composite construction of the present embodiment, including the identical anti-wave of several structures mention structural member, and several anti-waves mention knot
Component accommodated side-by-side on rubble-mound foundation to form whole breakwater；It please refers to shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6,
It includes mentioning ontology 2 in the anti-wave of sealed fence structure that the anti-wave, which mentions structural member, and the anti-wave mentions ontology and is used for and water
First is respectively arranged on the lateral surface of contact and its opposite side to disappear unrestrained hole；The anti-wave mentions 2 upper end of ontology and is provided with cross
Rectangular or square the second heap masonry of first heap masonry 1 of the fan-shaped structure in section and cross section, 1 He of the first heap masonry
Second heap masonry being arranged side by side with section and the coplanar mode of anti-Bo Tiben body section, and two heap masonries are hollow knot
Structure is provided with second on the first heap masonry 1 and disappears unrestrained hole 4 on the arc surface of fan-shaped structure；The anti-wave mentions edge in ontology 2
It is provided with the partition for connecting its two opposed inner walls on its length direction, third is provided on the partition 6 and is disappeared unrestrained hole 7.
The height of the first heap masonry 1 is greater than the height of the second heap masonry.
It is the length that bottom position along its length is provided with the boss extended in outward direction that the anti-wave, which mentions ontology 2,
Cube, the upper surface of the boss are bottom to the inclined inclined-plane of its outer ledge that ontology is mentioned from anti-wave.
Described first disappears unrestrained hole 3 as several spaced rectangular configurations.
Described second disappears unrestrained hole 4 as strip circular arc type structure.
The third disappears unrestrained hole 7 as bar shaped.
Air hole is provided on the face that the first heap masonry 1 and the second heap masonry are connect with partition.
Air hole is provided on the face that the first heap masonry 1 and the second heap masonry are connect with partition.
Anti- wave, which mentions two opposite sides of ontology 2 and is respectively arranged first, to disappear 6, unrestrained hole, and the third of the intermediate bulkhead 6 unrestrained hole that disappears is
Bar shaped, the top of breakwater composite construction are runway.
Operating process is installed:
Concrete component level land concentration pre-casting in professional precast plant, top and the bottom component separate prefabricated.The size and shape of component
It is relatively fixed, using fixative composition formula steel form.Finished product goes out to be transported to harbour after reaching design strength using using trolley, is hoisted to
It is partly latent to refute, transport to erecting bed.The leading throwing leveling of rubble-mound foundation, component is installed under water using crane ship, by dedicated
Fixture lifts by crane prefabricated components, and positioning frame specialized is arranged on component, installs GPS and dipmeter on locating rack, passes through special-purpose software
The system real-time position of real-time display installation component and underwater posture on computer screen, instruct component accurately to install, pacify one by one
It is whole that breakwater is formed after putting.
Scene arrangement, which is placed on rubble-mound foundation, forms whole breakwater, replaces conventional solid type breakwater.Using reinforcing bar
Concrete structure is self-possessed lighter, good to soft foundation adaptability.Disappear unrestrained room and air hole, can reduce wave direct projection and diffraction, change
Kind sheltered waters wave condition, while levee body two sides water body can be maintained to exchange, to reduce shielding area's sediment siltation.Using reinforcing bar
Concrete prefabricated lifting has the characteristics that easy to make, construction is simple, low cost, and single construction weight can be according to different waves
Unrestrained condition adjusts accordingly, and stability is high, is particularly suitable for that the depth of water is larger, wave is smaller, the breakwater under the conditions of soft foundation
Shielding needs.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (8)
1. breakwater composite construction, it is characterised in that mention structural member including the identical anti-wave of several structures, several anti-waves mention
Structural member accommodated side-by-side on rubble-mound foundation to form whole breakwater；
It includes that ontology is mentioned in the anti-wave of sealed fence structure that the anti-wave, which mentions structural member, and the anti-wave mentions ontology for connecing with water
First is respectively arranged on the lateral surface of touching and its opposite side to disappear unrestrained hole；The anti-wave mentions ontology upper end and is provided with cross section
Rectangular or square the second heap masonry of first heap masonry of fan-shaped structure and cross section, the first heap masonry and the second heap
Masonry being arranged side by side with section and the coplanar mode of anti-Bo Tiben body section, and two heap masonries are hollow structure, institute
It states and is provided with second on the first heap masonry on the arc surface of fan-shaped structure and disappears unrestrained hole；It is square along its length in the anti-Bo Tiben body
The partition for connecting its two opposed inner walls is set up, third is provided on the partition and is disappeared unrestrained hole.
2. breakwater composite construction according to claim 1, it is characterised in that: the height of the first heap masonry is greater than the
The height of two heap masonries.
3. breakwater composite construction according to claim 1, it is characterised in that: it is square along its length that the anti-wave, which mentions ontology,
To bottom position be provided with the cuboid of the boss extended in outward direction, the upper surface of the boss is to mention ontology from anti-wave
Bottom to the inclined inclined-plane of its outer ledge.
4. breakwater composite construction according to claim 1, it is characterised in that: described first disappear unrestrained hole be it is several interval set
The rectangular configuration set.
5. breakwater composite construction according to claim 1, it is characterised in that: described second disappears unrestrained hole as strip circular arc type
Structure.
6. breakwater composite construction according to claim 1, it is characterised in that: the third disappears unrestrained hole as bar shaped.
7. breakwater composite construction according to claim 1, it is characterised in that: the first heap masonry and the second heap masonry
Air hole is provided on the face connecting with partition.
8. breakwater composite construction according to claim 1, it is characterised in that: the first heap masonry and the second heap masonry
Air hole is provided on the face connecting with partition.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2019100084349 | 2019-01-04 | ||
| CN201910008434 | 2019-01-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109972586A true CN109972586A (en) | 2019-07-05 |
Family
ID=67079210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910202929.5A Pending CN109972586A (en) | 2019-01-04 | 2019-03-18 | Breakwater composite construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109972586A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502783A (en) * | 2021-08-12 | 2021-10-15 | 广东海工建设工程有限公司 | Water permeable breakwater structure and construction method thereof |
| CN114182681A (en) * | 2021-11-26 | 2022-03-15 | 中交第四航务工程局有限公司 | Sheet pile gravity combined breakwater construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200978411Y (en) * | 2006-09-14 | 2007-11-21 | 中交第一航务工程勘察设计院有限公司 | Breakwater with arc surface and grid type structure |
| CN101713181A (en) * | 2009-11-26 | 2010-05-26 | 中交第一航务工程勘察设计院有限公司 | Novel caisson composite levee of curve breast wall |
| CN201610541U (en) * | 2009-11-26 | 2010-10-20 | 中交第一航务工程勘察设计院有限公司 | Novel composite breakwater of caisson and breast wall with curved surface |
| CN202175933U (en) * | 2011-07-03 | 2012-03-28 | 华侨大学 | Novel breakwater |
| CN102587318A (en) * | 2012-02-08 | 2012-07-18 | 郑先斌 | Multihole floating breakwater with wave energy weakened in multiple stages |
| CN206467632U (en) * | 2017-01-03 | 2017-09-05 | 广东省航运规划设计院有限公司 | A kind of Acting on Perforated Caisson vertical breakwater |
| CN208280081U (en) * | 2018-05-10 | 2018-12-25 | 河海大学 | A kind of curtain wall type breakwater |
-
2019
- 2019-03-18 CN CN201910202929.5A patent/CN109972586A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200978411Y (en) * | 2006-09-14 | 2007-11-21 | 中交第一航务工程勘察设计院有限公司 | Breakwater with arc surface and grid type structure |
| CN101713181A (en) * | 2009-11-26 | 2010-05-26 | 中交第一航务工程勘察设计院有限公司 | Novel caisson composite levee of curve breast wall |
| CN201610541U (en) * | 2009-11-26 | 2010-10-20 | 中交第一航务工程勘察设计院有限公司 | Novel composite breakwater of caisson and breast wall with curved surface |
| CN202175933U (en) * | 2011-07-03 | 2012-03-28 | 华侨大学 | Novel breakwater |
| CN102587318A (en) * | 2012-02-08 | 2012-07-18 | 郑先斌 | Multihole floating breakwater with wave energy weakened in multiple stages |
| CN206467632U (en) * | 2017-01-03 | 2017-09-05 | 广东省航运规划设计院有限公司 | A kind of Acting on Perforated Caisson vertical breakwater |
| CN208280081U (en) * | 2018-05-10 | 2018-12-25 | 河海大学 | A kind of curtain wall type breakwater |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502783A (en) * | 2021-08-12 | 2021-10-15 | 广东海工建设工程有限公司 | Water permeable breakwater structure and construction method thereof |
| CN114182681A (en) * | 2021-11-26 | 2022-03-15 | 中交第四航务工程局有限公司 | Sheet pile gravity combined breakwater construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20190705 |