CN206829087U - Imitation wood bank protection structure for dredging waterway - Google Patents

Imitation wood bank protection structure for dredging waterway Download PDF

Info

Publication number
CN206829087U
CN206829087U CN201720503575.4U CN201720503575U CN206829087U CN 206829087 U CN206829087 U CN 206829087U CN 201720503575 U CN201720503575 U CN 201720503575U CN 206829087 U CN206829087 U CN 206829087U
Authority
CN
China
Prior art keywords
imitation wood
protection structure
bank protection
column
imitation
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
Application number
CN201720503575.4U
Other languages
Chinese (zh)
Inventor
李念斌
祝青
陈志根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiading Shanghai Water Affair Engineering Design Co Ltd
Original Assignee
Jiading Shanghai Water Affair Engineering Design Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiading Shanghai Water Affair Engineering Design Co Ltd filed Critical Jiading Shanghai Water Affair Engineering Design Co Ltd
Priority to CN201720503575.4U priority Critical patent/CN206829087U/en
Application granted granted Critical
Publication of CN206829087U publication Critical patent/CN206829087U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model proposes a kind of imitation wood bank protection structure for dredging waterway, including:Foundation pile;Bed course, the bed course are located on the foundation pile;Nose girder, the nose girder are located on the bed course, have the mounting groove of opening upwards on the nose girder;Multiple imitation wood columns, close-packed arrays, the lower end of each imitation wood column are plugged in the mounting groove multiple imitation wood columns successively;Wherein, the section of each imitation wood column is respectively formed on the groove and tenon being oppositely arranged, and in the two neighboring imitation wood column, the tenon of an imitation wood column coordinates in the groove of another imitation wood column with gap.According to a kind of imitation wood bank protection structure for dredging waterway of the utility model embodiment, one side imitation wood column horizontal alignment smoothes out, it is attractive in appearance, there is very big lifting to the aesthetics of channel revetment engineering, on the other hand technically solve the stake of solid matter imitation wood and the unavoidable water and soil leakage problems of solid matter timber bank protection structure.

Description

Imitation wood bank protection structure for dredging waterway
Technical field
It the utility model is related to a kind of imitation wood bank protection structure for dredging waterway.
Background technology
At present, river regulation proposes higher requirement to bank protection structure form, and not only structure is safe for bank protection structure, and Landscape, ecology.In order to reach this target, related dredging waterway designing unit works out the shield of various structure types in recent years Bank structural shape, there are ecological block barrier wall structure, ecological slope protection structure and solid matter wood imitation structure etc..For solid matter wood imitation structure There are a variety of patterns again, such as:Solid matter imitation wood concrete stake shore protection, the long general 4~6m of stake, native face is met behind stake and pastes one layer of geotextiles;Concrete is kept off Semicircle imitation wood decoration is pasted on cob wall or solid matter concrete square pile surface.
In solid matter imitation wood concrete stake bank protection structure pattern, contact surface is only and a bit, due to pile driving equipment, beaten between imitation wood concrete stake Stake level etc. reason it is difficult to ensure that between two stakes it is close together, it is difficult to ensure that space is had not a particle of, although meeting native face after stake After one layer of geotextiles of patch prevent the soil body from oozing out, but geotextiles are rotted, the soil body can flow into river course with water body after stake, will jeopardize shore protection Safety.
Existing concrete retaining wall, which is hung, to be pasted in semicircle imitation wood decoration bank protection structure pattern, and the scope of application has limitation, it is desirable to river Road coastal feature is openr, possesses excavation condition, while first the construction of reinforced concrete L formulas retaining wall is finished first, and intensity meets Patch imitation wood decorating structure is hung after it is required that again, construction is relative complex, and investment is bigger.
Solid matter concrete square pile surface, which is hung, pastes semicircle imitation wood decoration bank protection structure pattern, can be used for river course bank and builds (structure) The section that thing does not possess slope excavation condition is built, solid matter concrete square pile construction requirement is higher, and one side requesting party row of piles row are close, prevent Sealing soil is lost in from square pile seam, another aspect requesting party stake marshalling, facilitates solid matter square pile upstream face to hang patch imitation wood decoration Structure, it just can guarantee that water front smoothes out.
Utility model content
The utility model is intended to one of technical problem at least solving in correlation technique to a certain extent.
Therefore, a purpose of the present utility model is to propose a kind of imitation wood bank protection structure for dredging waterway, a side Face imitation wood column horizontal alignment smooth-going, it is attractive in appearance, there is very big lifting to the aesthetics of channel revetment engineering, on the other hand technically Solve the stake of solid matter imitation wood and the unavoidable water and soil leakage problems of solid matter timber bank protection structure.
According to a kind of imitation wood bank protection structure for dredging waterway of the utility model embodiment, including:
Foundation pile;
Bed course, the bed course are located on the foundation pile;
Nose girder, the nose girder are located on the bed course, have the mounting groove of opening upwards on the nose girder;
Multiple imitation wood columns, multiple imitation wood columns successively insert by close-packed arrays, the lower end of each imitation wood column It is connected in the mounting groove;
Wherein, the section of each imitation wood column is respectively formed on the groove and tenon being oppositely arranged, two neighboring institute State in imitation wood column, the tenon of an imitation wood column coordinates in the described recessed of another imitation wood column with gap In groove.
Advantageously, a diameter of 150mm~250mm of the imitation wood column.
Advantageously, the height of the imitation wood column is 70mm~110mm.
Advantageously, the groove is rectangular recess, and the tenon is rectangle tenon.
Advantageously, the length of the rectangular recess is bigger 4mm~6mm than the length of the rectangle tenon, the rectangular recess Width it is bigger 4mm~6mm than the width of the rectangle tenon.
Advantageously, the foundation pile is reinforcing bar concrete square pile, and the bed course is plain concrete bed course, and the nose girder is reinforced concrete nose girder, The imitation wood column is that reinforced concrete justifies stake.
Advantageously, the outer surface of the imitation wood column is imitative bark outer surface.
Advantageously, the section of the mounting groove is the big isosceles trapezoid of the small opening in bottom.
Advantageously, fill real using particulate formula element concrete between the mounting groove and multiple imitation wood columns.
Additional aspect and advantage of the present utility model will be set forth in part in the description, partly by from following description In become obvious, or by it is of the present utility model practice recognize.
Brief description of the drawings
Fig. 1 is the imitation wood bank protection structure schematic diagram for dredging waterway according to the utility model one embodiment;
Fig. 2 is the scheme of installation of multiple imitation wood columns;
Fig. 3 is the schematic diagram of imitation wood column.
Embodiment
Embodiment of the present utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning Same or similar element is represented to same or similar label eventually or there is the element of same or like function.Below by ginseng The embodiment for examining accompanying drawing description is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model Limitation.
Below with reference to the accompanying drawings a kind of imitation wood for dredging waterway to be described in detail according to the utility model embodiment is protected Bank structure.
Firstly the need of explanation, according to a kind of imitation wood bank protection structure for dredging waterway of the utility model embodiment To be arranged on river bank, foundation pile arranged for interval, bed course and nose girder are also end to end multiple, but of the present utility model main Improvement is imitation wood column, therefore, is not repeated for the quantity of foundation pile, bed course and nose girder, this technology for this area Personnel will be understood by.
As shown in Figure 1 to Figure 3, according to a kind of imitation wood bank protection structure for dredging waterway of the utility model embodiment, Including:Foundation pile 100, bed course 200, nose girder 300, multiple imitation wood columns 400.
Specifically, foundation pile 100 can be reinforced concrete square pile.
Bed course 200 is located on foundation pile 100.Advantageously, bed course 200 can be plain concrete bed course.
Nose girder 300 is located on bed course 200, has the mounting groove 301 of opening upwards on nose girder 300.Advantageously, nose girder 300 Can be reinforced concrete nose girder,
Close-packed arrays, the lower end of each imitation wood column 400 are plugged in mounting groove 301 multiple imitation wood columns 400 successively. Advantageously, imitation wood column 400 is that reinforced concrete justifies stake.
Wherein, as shown in figure 3, on the section (perpendicular to the section of the axial direction of imitation wood column 400) of each imitation wood column 400 Formed with the groove 401 and tenon 402 being oppositely arranged, (i.e. the line at the center of groove 401 and the center of tenon 402 is crossed imitation wood and stood The center of post 400).As shown in Fig. 2 in two neighboring imitation wood column 400, the tenon 402 of an imitation wood column 400 is matched somebody with somebody with gap Close in the groove 401 of another imitation wood column 400.
According to a kind of imitation wood bank protection structure for dredging waterway of the utility model embodiment, to ensure that structure is integrally steady It is fixed, reinforced concrete foundation of square piles has been provided below;Imitation wood column is closely embedded in below in the reinforced concrete nose girder with mounting groove, really The smooth-going of imitation wood column horizontal alignment is protected, it is attractive in appearance;Imitation wood column is oppositely arranged groove and tenon, during solid matter after an imitation wood burying Its tenon is easily inserted an adjacent imitation wood stake pocket by column, makes imitation wood pillar construction closely side-by-side, water Soil will not substantially leak out between imitation wood column.
According to an example of the present utility model, the diameter of imitation wood column 400 can be 150mm~250mm.Imitation wood column 400 height can be 70mm~110mm.Groove 401 can be rectangular recess, and tenon 402 is rectangle tenon.Advantageously, institute State that the length of rectangular recess is bigger 4mm~6mm than the length of the rectangle tenon, and the width of the rectangular recess is more convex than the rectangle Big 4mm~the 6mm of width of tenon.Further, the outer surface of imitation wood column 400 is imitative bark outer surface.
According to an example of the present utility model, the section of mounting groove 301 (perpendicular to the section of the length direction of nose girder) For the big isosceles trapezoid of the small opening in bottom.Advantageously, particulate formula element concrete is used between mounting groove 301 and multiple imitation wood columns 400 Fill real.
By the utility model, the smooth-going of one side imitation wood column horizontal alignment is attractive in appearance, to the aesthetics of channel revetment engineering There is very big lifting, on the other hand technically solve the stake of solid matter imitation wood and the unavoidable water and soil of solid matter timber bank protection structure Leakage problems.In addition, being analyzed by investment ratio, the utility model imitation wood column shore protection is hung than the concrete retaining wall of same technical standard Paste semicircle imitation wood decoration shore protection and solid matter concrete square pile surface hang that to paste semicircle imitation wood decoration shore protection cost lower slightly, invest compared with Save.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable The orientation or position relationship of the instruction such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " are based on orientation shown in the drawings Or position relationship, be for only for ease of description the utility model and simplify and describe, rather than instruction or imply signified device or Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the present utility model System.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or more, remove It is non-separately to have clearly specific limit.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally;Can be Mechanically connect or electrically connect;Can be joined directly together, can also be indirectly connected by intermediary, can be two The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis Concrete condition understands concrete meaning of the above-mentioned term in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature is "above" or "below" second feature Can be that the first and second features directly contact, or the first and second features pass through intermediary mediate contact.Moreover, first is special Sign second feature " on ", " top " and " above " can be fisrt feature directly over second feature or oblique upper, or only Represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " lower section " and " below " can be with Be fisrt feature immediately below second feature or obliquely downward, or be merely representative of fisrt feature level height and be less than second feature.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show The description of example " or " some examples " etc. means specific features, structure, material or the spy for combining the embodiment or example description Point is contained at least one embodiment or example of the present utility model.In this manual, to the schematic table of above-mentioned term State and be necessarily directed to identical embodiment or example.Moreover, specific features, structure, material or the feature of description can be with Combined in an appropriate manner in any one or more embodiments or example.In addition, in the case of not conflicting, this area Technical staff the different embodiments or example and the feature of different embodiments or example described in this specification can be entered Row combines and combination.
Although embodiment of the present utility model has been shown and described above, it is to be understood that above-described embodiment is Exemplary, it is impossible to it is interpreted as to limitation of the present utility model, one of ordinary skill in the art is in the scope of the utility model It is interior above-described embodiment to be changed, changed, is replaced and modification, each fall within the scope of protection of the utility model.

Claims (9)

  1. A kind of 1. imitation wood bank protection structure for dredging waterway, it is characterised in that including:
    Foundation pile;
    Bed course, the bed course are located on the foundation pile;
    Nose girder, the nose girder are located on the bed course, have the mounting groove of opening upwards on the nose girder;
    Multiple imitation wood columns, close-packed arrays, the lower end of each imitation wood column are plugged on multiple imitation wood columns successively In the mounting groove;
    Wherein, the section of each imitation wood column is respectively formed on the groove and tenon being oppositely arranged, two neighboring described imitative In wood stud, the tenon of an imitation wood column coordinates the groove in another imitation wood column with gap It is interior.
  2. 2. the imitation wood bank protection structure according to claim 1 for dredging waterway, it is characterised in that the imitation wood column A diameter of 150mm~250mm.
  3. 3. the imitation wood bank protection structure according to claim 1 for dredging waterway, it is characterised in that the imitation wood column Highly it is 70mm~110mm.
  4. 4. the imitation wood bank protection structure according to claim 1 for dredging waterway, it is characterised in that the groove is rectangle Groove, the tenon are rectangle tenon.
  5. 5. the imitation wood bank protection structure according to claim 4 for dredging waterway, it is characterised in that the rectangular recess Length is bigger 4mm~6mm than the length of the rectangle tenon, and the width of the rectangular recess is bigger than the width of the rectangle tenon 4mm~6mm.
  6. 6. the imitation wood bank protection structure according to claim 1 for dredging waterway, it is characterised in that the foundation pile is reinforcing bar Concrete square pile, the bed course are plain concrete bed course, and the nose girder is reinforced concrete nose girder, and the imitation wood column is that reinforced concrete justifies stake.
  7. 7. the imitation wood bank protection structure according to claim 6 for dredging waterway, it is characterised in that the imitation wood column Outer surface is imitative bark outer surface.
  8. 8. the imitation wood bank protection structure according to claim 1 for dredging waterway, it is characterised in that the mounting groove is cut Face is the big isosceles trapezoid of the small opening in bottom.
  9. 9. the imitation wood bank protection structure according to claim 8 for dredging waterway, it is characterised in that the mounting groove with it is more Fill real using particulate formula element concrete between the individual imitation wood column.
CN201720503575.4U 2017-05-08 2017-05-08 Imitation wood bank protection structure for dredging waterway Expired - Fee Related CN206829087U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720503575.4U CN206829087U (en) 2017-05-08 2017-05-08 Imitation wood bank protection structure for dredging waterway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720503575.4U CN206829087U (en) 2017-05-08 2017-05-08 Imitation wood bank protection structure for dredging waterway

Publications (1)

Publication Number Publication Date
CN206829087U true CN206829087U (en) 2018-01-02

Family

ID=60770085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720503575.4U Expired - Fee Related CN206829087U (en) 2017-05-08 2017-05-08 Imitation wood bank protection structure for dredging waterway

Country Status (1)

Country Link
CN (1) CN206829087U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988268A (en) * 2017-05-08 2017-07-28 上海嘉定水务工程设计有限公司 Imitation wood bank protection structure for dredging waterway

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988268A (en) * 2017-05-08 2017-07-28 上海嘉定水务工程设计有限公司 Imitation wood bank protection structure for dredging waterway

Similar Documents

Publication Publication Date Title
CN104480974B (en) Reverse seepage drain system suitable for upstream type tailings pond and upstream type tailings pond
CN108166514A (en) Greening Retaining Wall construction between stake
CN203320535U (en) Rock slope green protection structure
CN110485368A (en) A kind of cylinder interlocking-type ladder ecology frame bank protection structure and its construction method
CN110387861A (en) It is a kind of for the earth rock cofferdam remodeling method for leading over-level flood off of meeting an urgent need
CN109356090A (en) A kind of triangle module metaplasia state type sea wall
CN206829087U (en) Imitation wood bank protection structure for dredging waterway
CN207633294U (en) Imitation wood column group for dredging waterway
CN105544559B (en) The structure and method of pattern foundation pit supporting structure are carried out using prefabricated components
KR101311257B1 (en) Structure for block of revetment
CN207176627U (en) Large-scale earthing concrete block
CN207003470U (en) A kind of pin-connected panel ecological anchor rod retaining wall structure
CN106988268A (en) Imitation wood bank protection structure for dredging waterway
CN202969339U (en) Building block for dry piled retaining wall
CN204780796U (en) Structure that base face is connected is built with dam abutment in induced seam bottom of arch dam
CN211340642U (en) Link plate formula shore protection structure that faces combination forever
CN207812470U (en) A kind of plastic sheet pile with injected hole
CN203008112U (en) Resin concrete drainage ditch with water-in slot
CN206646520U (en) Side slope foundation pit supporting construction
CN206173882U (en) Hydraulic engineering retaining wall
CN206467514U (en) A kind of roadbed
CN206736965U (en) A kind of electric power well construction
CN206052637U (en) A kind of environmental height flood control barricade
CN205475085U (en) Ornamental type pond formula barricade
CN205475148U (en) River course truss -like draws anchor to prevent floating device

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: 20180102

Termination date: 20210508