CN208685530U - One kind disappears shipping agency waves revetment structure - Google Patents
One kind disappears shipping agency waves revetment structure Download PDFInfo
- Publication number
- CN208685530U CN208685530U CN201820996450.4U CN201820996450U CN208685530U CN 208685530 U CN208685530 U CN 208685530U CN 201820996450 U CN201820996450 U CN 201820996450U CN 208685530 U CN208685530 U CN 208685530U
- Authority
- CN
- China
- Prior art keywords
- waves
- sheet pile
- cushion cap
- stake
- solid matter
- 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.)
- Expired - Fee Related
Links
- 239000007787 solid Substances 0.000 claims abstract description 35
- 239000004567 concrete Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 4
- 241000826860 Trapezium Species 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 239000002689 soil Substances 0.000 abstract description 6
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 description 9
- 230000000694 effects Effects 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Classifications
-
- 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
- Revetment (AREA)
Abstract
Disappear shipping agency waves revetment structure the utility model discloses one kind, comprising: dredge stake, solid matter sheet pile, cushion cap；The thin stake is arranged in navigation channel bank side；The solid matter sheet pile is arranged in navigation channel land side, and cushion cap is arranged in the thin stake and the solid matter sheet pile.The utility model is disappeared ship wave and using solid matter sheet pile water blocking soil using dredging stake, solve in the prior art not environmentally, cannot effectively slacken ship wave in navigation channel and the technical issues of waterway regulation construction needs cannot be met with respect to the revetment structure of narrow regions construction in construction space.
Description
Technical field
Disappear shipping agency waves revetment structure the utility model relates to the building technology field of revetment more particularly to one kind.
Background technique
Revetment, which refers to, to be protected rivers,lakes and seas embankment from water flow, stormy waves, tide invasion and washes away taken structural measure.
In recent years, it is the transport for extenuating highway, railway, reduces transportation cost, reduces energy consumption, national communication department is increasingly
Pay attention to the development of cruiseway, it is desirable to which more cargos are transported by water, so that transport is more energy efficient, environmentally friendly, economical, therewith
The project of waterway regulation construction is more and more, and all kinds of technical problems encountered are also more and more.In waterway regulation works, people are practised
Used to use both economical, simple construction scheme, i.e., frequently with heavy excavation arrangement and method for construction in cofferdam, revetment structure uses directly substantially
Vertical quay wall structure typically has L-type concrete revetment, cemented rock shore protection, pile foundation support table shore protection.But in recent years, should
The drawbacks of construction scheme, is more and more obvious, one is a large amount of earth excavation and side's backfill in revetment construction, including cofferdam build
With the earthwork of dismounting, the earthwork for being both needed to back and forth have bad luck and a large amount of spoir and cause increasing pollution pressure and uneconomical
Property；The second is the construction of the quay wall structure of vertical type, it is difficult to eliminate ship wave to bank stability and ship's navigation detrimental effect；
The third is the program can not carry out heavy excavation construction in the relatively narrow region of construction space.Currently, there has been no a kind of earthwork to open
The small, ship wave that can disappear is measured in digging can meet waterway regulation in the revetment structure of the relatively narrow region construction of construction space again
Construction needs.
Utility model content
The one kind that is designed to provide of the utility model embodiment disappears shipping agency waves revetment structure, it is desirable to provide a kind of revetment
Structure makes water and soil generates after wall horizontal loading mainly be undertaken by high-rise pile cap structure and reach structure safety and stability, reliable
Effect, the structure not only environmental protection but also had disappeared and ship wave and are able to satisfy the relatively narrow excavation requirement of construction space.Specific technical solution is such as
Under:
In order to achieve the above objectives, the utility model embodiment provides one kind and disappears shipping agency waves revetment structure, comprising: dredges
Stake, solid matter sheet pile, cushion cap；The thin stake is arranged in navigation channel bank side；The solid matter sheet pile is arranged in navigation channel land side, in the thin stake
Cushion cap is set on the solid matter sheet pile.Earthwork secondary excavation, backfill using the solid matter sheet pile, after avoiding solid matter sheet pile
And it has bad luck and causes environmental pollution；Using the shipping agency waves revetment structure that disappears, so that the thin stake that ship wave encounters front row can not
It all directly reflects, makes it possible to measure part and cut down, while encountering front-seat thin stake to the back wave of the solid matter sheet pile of heel row
It cannot be directly reflected into river, energy part is cut down, and finally ship wave is effectively cut down；Using the shipping agency that disappears
Waves revetment structure, the earthwork need not excavate after solid matter sheet pile, and construction working face is smaller, it is ensured that reliably constructs in narrow regions
Construction.
In preferred embodiments of the present invention, preset height bulwark is set by near sea side on the cushion cap.
In preferred embodiments of the present invention, flood control channel is directly done on the cushion cap on edge after the bulwark
Structure basis.
It is to dredge stake and solid matter sheet pile composition in preferred embodiments of the present invention, under the cushion cap.
In preferred embodiments of the present invention, the main body of the bulwark is ladder structure of right angle, and the thin stake is
Steel-pipe pile or prefabricated pile and the solid matter sheet pile are steel sheet pile or concrete sheet-piling.
In preferred embodiments of the present invention, the cushion cap connects with original horizon.
In preferred embodiments of the present invention, the cushion cap is cast-in-situ reinforced concrete slab.
In preferred embodiments of the present invention, the main body of the bulwark is ladder structure of right angle, and the right angle
The oblique waist of trapezium structure is towards the cushion cap side.
The utility model has the advantage that as follows:
(1) the utility model provides a kind of new construction of shipping agency waves revetment that disappears, more convenient, environmentally friendly, the economic function of tool construction
Can, be suitably applied it is avoiding earth excavation as far as possible or need revetment structure disappear ship wave or and from the closer navigation channel of structures
Bank place, has a extensive future.
(2) horizontal loading that water and soil generates after the revetment structural wall of the utility model mainly undertaken by high-rise pile cap structure and
Reach structure safety and stability, reliable effect, structure is mainly made of sheet pile, foundation pile, cushion cap, be able to satisfy environmental protection, the ship wave that disappears,
The relatively narrow requirement of construction space.
Detailed description of the invention
Fig. 1 is the sectional schematic diagram of shipping agency waves revetment structure of disappearing in the utility model embodiment；
Fig. 2 is the elevational schematic view of shipping agency waves revetment structure of disappearing in the utility model embodiment.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As depicted in figs. 1 and 2, the utility model provides one kind and disappears shipping agency waves revetment structure, comprising: dredges stake 5, solid matter
Sheet pile 4, cushion cap 2；The thin stake 5 is arranged in navigation channel bank side；The solid matter sheet pile 4 is arranged in navigation channel land side, in thin 5 He of stake
Cushion cap 2 is set on the solid matter sheet pile 4.Using the embodiment of the utility model Fig. 1, a kind of high stake of sheet pile after preceding pile foundation is formed
Suspended deck structure, 6 be navigation channel river bed design mud upper thread, and 7 be the original mud upper thread in navigation channel.
The utility model embodiment arranges that a row dredges stake 5 using in navigation channel bank side, and row's solid matter sheet pile 4 is arranged in land side, and
Cushion cap 2 is set in thin stake 5 and solid matter sheet pile 4, forms a kind of 2 structure of high-rise pile cap of sheet pile after preceding pile foundation, water after the structure
The raw horizontal loading of local products is mainly undertaken by high-rise pile cap structure and reaches structure safety and stability, reliable effect, and the structure was both
Environmental protection disappears again ship wave and is able to satisfy the relatively narrow excavation requirement of construction space.This is a kind of new knot of shipping agency waves revetment that disappears
Structure, tool are constructed more convenient, environmentally friendly, Economic Function, are suitably applied avoiding earth excavation as far as possible or revetment structure is needed to disappear ship
Traveling wave or and from structures closer navigation channel bank place, have a extensive future.Thin stake can be steel-pipe pile or prefabricated pile, with
And the solid matter sheet pile can be steel sheet pile or concrete sheet-piling.
Preferably, in the implementation of the utility model, the thin stake 5 is steel-pipe pile or prefabricated pile and the solid matter
Sheet pile 4 is steel sheet pile or concrete sheet-piling, is to dredge stake and solid matter sheet pile composition under cushion cap, specifically, cushion cap is mixed for cast in place reinforced bar
Concrete board.When the ship wave of navigation channel bank side is beaten, the wave that disappears can be carried out by the thin stake 5 being arranged in navigation channel bank side, led to
Overstocked plate-laying dress can stop the water and soil after sheet pile.Due to being suitably applied and keeping away as far as possible using the structure for dredging stake and solid matter sheet pile
Exempt from earth excavation or need revetment structure disappear ship wave or and from the closer navigation channel bank place of structures, application prospect is wide
It is wealthy.
In addition, the cushion cap 2 connects with original horizon 3, building for structures can be carried out on cushion cap 2, convenient for from
Cargo transport or people row of the ground to cushion cap 2.In a kind of realization of the utility model, after the bulwark 1 described in edge
Flood control channel design basis is directly done on cushion cap 2.
In a kind of implementation of the utility model, in order to prevent the water level of navigation channel bank side it is excessively high or limitation cushion cap 2 with
And the water level on ground is unlikely to excessively high, and the settable preset height bulwark 1 near sea side is leaned on the cushion cap 2.By anti-
Unrestrained wall 1 is isolated and is stopped.
Specifically, the main body of the bulwark 1 is ladder structure of right angle, and the oblique waist of the ladder structure of right angle is towards institute
State 2 side of cushion cap.In preferred embodiments of the present invention, the main body of the bulwark 1 is ladder structure of right angle, and described
The oblique waist of ladder structure of right angle is towards 2 side of cushion cap.
Therefore, using a kind of new construction for the shipping agency waves revetment that disappears provided by the utility model, one is arranged in navigation channel bank side
It arranges and dredges stake 5, row's solid matter sheet pile 4 is arranged in land side, and cushion cap 2 is arranged in thin stake 5 and solid matter sheet pile 4, forms a kind of preceding pile foundation
2 structure of high-rise pile cap of sheet pile afterwards finally needs that bulwark 1 can be arranged on cushion cap 2 according to construction, and edge holds after bulwark 1
Platform 2 can directly do flood control channel design basis.The horizontal loading that water and soil generates after the structure is mainly undertaken by high-rise pile cap structure
And reaching structure safety and stability, reliable effect, structure is mainly made of sheet pile, foundation pile, bearing sheet, is able to satisfy that environmental protection, disappear ship
The relatively narrow requirement of traveling wave, construction space.Wherein, steel sheet pile or concrete slab pilework can be used in sheet pile；Steel can be used in foundation pile
Sheet pile or concrete sheet-piling；It can be needed that certain altitude bulwark 1 is being arranged near sea side cushion cap 2 according to construction on cushion cap 2
Structure, cushion cap 2 can do flood-control road basis.
In addition, the invention also discloses a kind of construction methods of shipping agency waves revetment that disappears, which comprises
S301 is tested according to disappear shipping agency waves revetment structure monolithic stability, structural internal force of the current specifications of sheet-pile wharf
It calculates, determines the insertion depth of thin stake and the insertion depth and specification of specification and solid matter sheet pile；
S302 is checked according to Pile Foundation of Wharf proper calculation and is dredged stake, solid matter sheet pile bearing capacity, checks the internal force for dredging stake, deformation
The internal force of calculated result and solid matter sheet pile, deformation calculate as a result, and determining that pile foundation section, stake are long according to result calculated；
S303 calculates suspended deck structure according to the current specifications of marine traffic engineering armored concrete, determines cushion cap section；
S304, construct solid matter sheet pile and thin stake of constructing；
S305 cuts the earth to place and flattens construction bearing platform behind place according to preset suspended deck structure size；
S306, according to preset wave resistance wall size, bulwark of constructing；
The soil body of mud upper thread or more is designed in S307, dredging river bed.
Specifically, the construction solid matter sheet pile and the step of dredging stake of constructing, comprising: use static pressure or pile vibrosinking work
Skill construction solid matter sheet pile；Stake is dredged using hammering or static pressure pile-sinking construction technology.
The above is only the preferred embodiment of the utility model only, is not intended to limit the protection model of the utility model
It encloses.Any modification made within the spirit and principle of the present invention, with replacement, improve, it is practical new to be all contained in this
In the protection scope of type.
Claims (8)
- The shipping agency waves revetment structure 1. one kind disappears characterized by comprising dredge stake, solid matter sheet pile, cushion cap；The thin stake setting In navigation channel bank side；The solid matter sheet pile is arranged in navigation channel land side, and cushion cap is arranged in the thin stake and the solid matter sheet pile.
- 2. the shipping agency waves revetment structure according to claim 1 that disappears, which is characterized in that lean near sea side on the cushion cap Preset height bulwark is set.
- 3. the shipping agency waves revetment structure according to claim 2 that disappears, which is characterized in that after the bulwark described in edge Flood control channel design basis is set on cushion cap.
- 4. the shipping agency waves revetment structure according to claim 1-3 that disappears, which is characterized in that be thin under the cushion cap Stake and solid matter sheet pile are constituted.
- 5. the shipping agency waves revetment structure according to claim 1 that disappears, which is characterized in that the thin stake is steel-pipe pile or prefabricated Stake and the solid matter sheet pile are steel sheet pile or concrete sheet-piling.
- 6. the shipping agency waves revetment structure according to claim 1 that disappears, which is characterized in that the cushion cap and original horizon phase It connects.
- 7. the shipping agency waves revetment structure according to claim 1 that disappears, which is characterized in that the cushion cap is cast in place reinforced bar coagulation Native plate.
- 8. the shipping agency waves revetment structure according to claim 2 that disappears, which is characterized in that the main body of the bulwark is right angle Trapezium structure, and the oblique waist of the ladder structure of right angle is towards the cushion cap side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820996450.4U CN208685530U (en) | 2018-06-27 | 2018-06-27 | One kind disappears shipping agency waves revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820996450.4U CN208685530U (en) | 2018-06-27 | 2018-06-27 | One kind disappears shipping agency waves revetment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685530U true CN208685530U (en) | 2019-04-02 |
Family
ID=65879269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820996450.4U Expired - Fee Related CN208685530U (en) | 2018-06-27 | 2018-06-27 | One kind disappears shipping agency waves revetment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208685530U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867544A (en) * | 2018-06-27 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | One kind disappears shipping agency waves revetment structure and construction method |
-
2018
- 2018-06-27 CN CN201820996450.4U patent/CN208685530U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867544A (en) * | 2018-06-27 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | One kind disappears shipping agency waves revetment structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Finkl et al. | Beach nourishment | |
| CN200978411Y (en) | Breakwater with arc surface and grid type structure | |
| CN113047215B (en) | High stake pier structure of medium plate stake | |
| CN108867544A (en) | One kind disappears shipping agency waves revetment structure and construction method | |
| CN208685530U (en) | One kind disappears shipping agency waves revetment structure | |
| CN112663558B (en) | Construction process for excavating weathered rock in inland river harbor pool | |
| CN108691299A (en) | A kind of gantry type bank protection structure and construction method | |
| JP2002309539A (en) | Artificial beach nourishment structure and sand barrier for harbor | |
| Burcharth et al. | Types and functions of coastal structures | |
| CN208949825U (en) | A kind of gantry type bank protection structure | |
| CN113585168A (en) | Sheet pile shore-connection type high-pile wharf structure suitable for deep peat soil soft foundation and construction method | |
| van Rijn | Local scour near structures | |
| CN1446988A (en) | Construction method for structure of reinforced concrete underwater | |
| CN107447720B (en) | A kind of village Lower Reaches of The Yellow River Kuan Tanqu platform method | |
| CN215593865U (en) | Improved generation wharf integrated configuration | |
| Sadeghi et al. | An introduction to onshore structures’ construction | |
| Hawkswood et al. | Berth Scour Protection for Single & Twin Propellers | |
| Sadeghi et al. | Concrete caisson breakwaters: An overview on design and construction | |
| Heerten et al. | Environmental benefits of sand filled geotextile structures for coastal applications | |
| CN115506307A (en) | Coastal port protects end scour prevention structure | |
| Qian et al. | Maryam Marani-Barzani4, Farnaz Rafat5 and Ali Hasantabar-Amiri6 1Civil & Environmental Engineering, Lamar University, Texas State University System, Beaumont, TX, USA | |
| CN113737715A (en) | Counterfort type island wall structure for island and bridge joint part of artificial island | |
| CN110777727A (en) | Frame type ecological caisson wharf structure | |
| CN110820675A (en) | Construction method for forming artificial sand beach | |
| CHIILDS et al. | THE ROYAL PORTBURY DOCK, BRISTOL. |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190402 Termination date: 20210627 |