CN108018825A - A kind of shore protection - Google Patents
A kind of shore protection Download PDFInfo
- Publication number
- CN108018825A CN108018825A CN201711031430.XA CN201711031430A CN108018825A CN 108018825 A CN108018825 A CN 108018825A CN 201711031430 A CN201711031430 A CN 201711031430A CN 108018825 A CN108018825 A CN 108018825A
- Authority
- CN
- China
- Prior art keywords
- pile
- pile cover
- shore protection
- pile foundation
- cover
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 239000004567 concrete Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 18
- 239000000428 dust Substances 0.000 abstract description 4
- 230000001932 seasonal effect Effects 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 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
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 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
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/223—Details of top sections of foundation piles
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of shore protection, the shore protection includes pile foundation, the top of the pile foundation sets pile cover, it is characterized in that pile foundation is connected with pile cover by connector, cross bolts and longitudinal steel bushing are embedded with the pile cover, the connector includes a T-shaped prefabricated steel, the T-shaped prefabricated steel is located at the land side of pile foundation, its backwater side wing edge is set in horizontal direction, it is engaged with pile cover, its web is set in vertical direction, it is engaged with pile foundation, the backwater side wing edge perforate of the T-shaped prefabricated steel, it is connected by longitudinal bolt with the longitudinal steel bushing being embedded in pile cover, the web holes of the T-shaped prefabricated steel, pre-buried cross bolts are connected through pile foundation with the T-shaped prefabricated steel web holes in the pile cover.The shore protection of the present invention has that short construction period, speed are fast, and construction site requires low, surrounding enviroment is influenced small, and noise, airborne dust problem are few, by seasonal effect it is small the advantages that, also help the construction of modularization flat moulded prefabricatedization.
Description
Technical field
The present invention relates to a kind of shore protection.
Background technology
Bank protection structure is substantially based on traditional monolithic reinforced concrete structure at this stage, although design theory is ripe, applies
Work is experienced, but still suffers from many deficiencies, is mainly reflected in monolithic reinforced concrete structure long construction period, speed of application
Slowly, influenced by season and weather big；Construction site requires height, surrounding enviroment is influenced big；Noise, airborne dust outstanding problem, no
Beneficial to environmental protection；High aspect is required labour.It is applicable at this stage, is economical, is safe, green fabricated construction enters hair
The fast traffic lane of exhibition, the demand for development of active response modernization of the present invention, designs a kind of assembled shore protection.
The content of the invention
The technical problem to be solved in the present invention is a kind of fabricated shore protection is designed, the duration is reduced with this, reduces construction
Difficulty and construction requirement, and reduce the influence to surrounding environment.
In order to solve the above technical problems, the present invention uses following technical proposals：A kind of shore protection, the shore protection include pile foundation,
The top of the pile foundation sets pile cover, it is characterised in that pile foundation is connected with pile cover by connector, and horizontal stroke is embedded with the pile cover
To bolt and longitudinal steel bushing, the connector includes a T-shaped prefabricated steel, and the T-shaped prefabricated steel is located at the backwater of pile foundation
Side, its backwater side wing edge set in horizontal direction, are engaged with pile cover, its web is set in vertical direction, is engaged with pile foundation, institute
The backwater side wing edge perforate of T-shaped prefabricated steel is stated, is connected by longitudinal bolt with the longitudinal steel bushing being embedded in pile cover, institute
State the web holes of T-shaped prefabricated steel, pre-buried cross bolts are through pile foundation and the T-shaped prefabricated steel web in the pile cover
Perforate is connected.
Further, pile cover upper surface connects with mud upper thread after wall.
Further, two longitudinal steel bushings are set in the range of each pile cover, described two longitudinal direction steel bushing centers and pre-
Perforate center alignment in the steel plate edge of a wing processed, pre-buried cross bolts center and prefabricated steel web holes center alignment.
It is preferred that plain concrete backfill is used to strengthen globality and stabilization therebetween between bolt and steel bushing
Property.
It is preferred that pile cover both ends set groove and tenon, tenon and groove match, pile cover connection effect can be effectively improved
Fruit.
It is preferred that pile cover can specially design straightway, broken line, arc section, starting point according to the flatness of place water front
The pile cover of section, channel steel can be bent according to the flatness of water front, and practical ranges are wider.
Preferably, after the completion of engineering pile foundation construction, measure the pile foundation stake top absolute altitude constructed, according to definite absolute altitude with
Ensure that precast concrete structure top mark height is unanimously principle, the absolute altitude of each section of prefabricated steel is conversed, to solve pile foundation construction
Deviation in terms of upper height.
It is preferred that the validity of prefabricated section pore-forming is ensured by prefabricated steel sleeve when concrete precast block is prefabricated, and into
Bore dia is more than the diameter of bolt, to adjust the deviation of horizontal aspect on pile foundation construction.
The positive effect of the present invention is：
1st, pile cover of the invention is prefabricated components, and it is slow to reduce cast-in-situ steel reinforced concrete Jie Ju long construction periods, speed of application, by
The problems such as influence of season and weather is big, shortens construction period.
2nd, quick construction of the present invention is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, is conducive to ring
Protect in border.
3rd, bank protection structure monolithic stability of the invention, it is possible to achieve flood control water blocking task.
Brief description of the drawings
Fig. 1 is coupling part schematic diagram of the present invention.
Fig. 2 is pile cover schematic shapes of the present invention.
Figure includes：Mud upper thread 5, longitudinal bolt 6, element are mixed before pile cover 1, pile foundation 2, longitudinal steel sleeve 3, cross bolts 4, wall
Mud upper thread 8, prefabricated steel 9, backwater side wing edge 91, web 92, concrete prefabricated element 10 after solidifying soil filling 7, wall.
Embodiment
Name preferred embodiment, and become apparent from intactly illustrating the present invention with reference to attached drawing.
As shown in Figure 1, a kind of shore protection, it includes pile cover 1, pile foundation 2 and some connectors, and the pile foundation 2 is located at the stake
The lower section of cap 1, pile foundation 2 are connected with pile cover 1 by connector, and it is vertical that a pile cover includes a concrete prefabricated element 10, two
To steel sleeve 3 and a pre-buried cross bolts 4, connector includes prefabricated steel 9 and longitudinal bolt 6.Prefabricated steel 9 is located at pile foundation
2 land side, and each pile cover scope endosternum 92 opens a hole, backwater side wing edge 91 open two holes, in the range of each pile cover
Two longitudinal centers of steel bushing 3 and the perforate center alignment on the prefabricated steel edge of a wing 91, the center of pre-buried cross bolts 4 and pre-
The perforate center alignment of steel plate web 92 processed, the pre-buried cross bolts 4 and pile foundation 2 that prefabricated steel 9 passes through concrete prefabricated element
It is connected, is connected by two longitudinal bolts 6 and pile cover 1,1 upper surface of pile cover connects with mud upper thread 8 after wall.
As shown in the figure, the section of the pile cover 1 is T section, 1 web of pile cover is horizontally arranged, positioned at pile foundation
Top, and extend to pile foundation land side, be embedded with two longitudinal steel sleeves 3, the edge of a wing of the lower section of pile cover 1 on web side by side
Positioned at the side near water of pile foundation, pre-buried cross bolts in the 1 lower section edge of a wing of pile cover, the length that the cross bolts expose pile cover should
More than the sum of pile foundation width and prefabricated steel web thickness.The surface on the top edge of a wing of pile cover 1 connects with mud upper thread 8 after wall.
The height of pile cover 1 is 1000mm, and width 1000mm, long 1360mm, pile foundation uses the form of steel sheet pile, actual to answer
Used time, the length and spacing of pile foundation are integrated by checking calculations such as pile cover monolithic stability, bearing capacity of pile foundation to be determined, the ruler of prefabricated steel
It is very little to be determined according to actual conditions.
Under normal conditions, it is necessary to which shore protection and riverbed to riverbank carry out planning and designing before construction.The planning mud face in riverbed
Line, that is, the upper space in the riverbed marked during planning and designing on drawing, also known as plan riverbed mud upper thread.It is also required to wall
Mud upper thread afterwards carries out planning and designing, to meet requirement of setting up defences.
The material of pile cover is the armored concrete that strength grade is C30, and bolt uses M20 bolts, in this manner it is ensured that knot
The intensity of structure.
In practical applications, according to actual place condition, it is difficult to carry out since place limits conventional bank protection structure pattern,
It is considered as selecting the shore protection of the present invention.In addition, non-narrow bank section can also apply the bank protection structure pattern that the design provides.According to field
Ground condition, determines suitable pile foundation length, and then determines other structures size, finally the design structure is carried out safety review with
Ensure the safety of structure.And in practical applications, two level barricade need to be designed according to actual conditions, to meet requirement of setting up defences.
The shore protection of the present invention has the following advantages：
1st, pile cover of the invention is prefabricated components, and it is slow to reduce cast-in-situ steel reinforced concrete Jie Ju long construction periods, speed of application, by
The problems such as influence of season and weather is big, shortens construction period.
2nd, quick construction of the present invention is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, is conducive to ring
Protect in border.
3rd, bank protection structure monolithic stability of the invention, it is possible to achieve flood control water blocking task.
In the description of the present invention, it is to be understood that term " on ", " under ", "front", "rear", "left", "right", " perpendicular
To ", " transverse direction ", " top ", " bottom ", " interior ", the orientation of the instruction such as " outer " or position relationship be based on orientation shown in the drawings or position
Relation is put, it is of the invention necessary with simplified description, rather than the device or element of instruction or hint meaning to be for only for ease of description
With specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
Although the embodiment of the present invention is the foregoing described, it will be appreciated by those of skill in the art that this is only
For example, protection scope of the present invention is to be defined by the appended claims.Those skilled in the art without departing substantially from
On the premise of the principle of the present invention and essence, various changes or modifications can be made to these embodiments, but these changes and
Modification each falls within protection scope of the present invention.
Claims (6)
1. a kind of shore protection, the shore protection includes pile foundation, and the top of the pile foundation sets pile cover, it is characterised in that pile foundation and pile cover lead to
Cross connector to be connected, cross bolts and longitudinal steel bushing are embedded with the pile cover, the connector includes a T-shaped pre-manufactured steel
Plate, the T-shaped prefabricated steel are located at the land side of pile foundation, its edge of a wing sets in horizontal direction, is engaged with pile cover, its web is in perpendicular
Nogata is engaged, the backwater side wing edge perforate of the T-shaped prefabricated steel, by longitudinal bolt with being embedded in setting with pile foundation
Longitudinal steel bushing in pile cover is connected, the web holes of the T-shaped prefabricated steel, and pre-buried cross bolts are worn in the pile cover
Pile foundation is crossed with the T-shaped prefabricated steel web holes to be connected.
2. shore protection as claimed in claim 1, it is characterised in that two longitudinal steel bushings are set in the range of each pile cover, it is described two
Longitudinal steel bushing center and prefabricated steel edge of a wing perforate center alignment, in pre-buried cross bolts center and prefabricated steel web holes
The heart aligns.
3. shore protection as claimed in claim 1, it is characterised in that pile cover upper surface connects with mud upper thread after wall.
4. shore protection as claimed in claim 1, it is characterised in that returned between its bolt and longitudinal steel bushing using plain concrete
Fill out.
5. shore protection as claimed in claim 1, it is characterised in that its pile cover both ends sets groove and tenon, tenon and groove match,
Pile cover connection effect can be effectively improved.
6. shore protection as claimed in claim 1, it is characterised in that according to the flatness of place water front, the pile cover is designed as straight line
Section pile cover, broken line pile cover, arc section pile cover and starting point section pile cover, prefabricated steel are bent according to the flatness of water front.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711031430.XA CN108018825A (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711031430.XA CN108018825A (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108018825A true CN108018825A (en) | 2018-05-11 |
Family
ID=62080392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711031430.XA Pending CN108018825A (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108018825A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253648A (en) * | 2002-03-01 | 2003-09-10 | Tetra Co Ltd | Coping concrete application method for sheet pile wall for bank protection, coping concrete block and height adjusting bolt |
| CN202170498U (en) * | 2011-07-01 | 2012-03-21 | 上海市水利工程设计研究院 | Reinforced concrete pile dike |
| CN104594287A (en) * | 2015-02-04 | 2015-05-06 | 南通航运职业技术学院 | Ecological and economic bank protection structure |
| CN104612105A (en) * | 2014-11-28 | 2015-05-13 | 上海市政工程设计研究总院（集团）有限公司 | Steel concrete structure type flood control wall |
| CN107059773A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | Assembled integral revetment structure and its construction method on a kind of soft soil foundation |
| CN107059785A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of environmental low pile cap bank protection structure and construction method |
-
2017
- 2017-10-30 CN CN201711031430.XA patent/CN108018825A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253648A (en) * | 2002-03-01 | 2003-09-10 | Tetra Co Ltd | Coping concrete application method for sheet pile wall for bank protection, coping concrete block and height adjusting bolt |
| CN202170498U (en) * | 2011-07-01 | 2012-03-21 | 上海市水利工程设计研究院 | Reinforced concrete pile dike |
| CN104612105A (en) * | 2014-11-28 | 2015-05-13 | 上海市政工程设计研究总院（集团）有限公司 | Steel concrete structure type flood control wall |
| CN104594287A (en) * | 2015-02-04 | 2015-05-06 | 南通航运职业技术学院 | Ecological and economic bank protection structure |
| CN107059773A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | Assembled integral revetment structure and its construction method on a kind of soft soil foundation |
| CN107059785A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of environmental low pile cap bank protection structure and construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
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