CN209040139U - A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel - Google Patents
A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel Download PDFInfo
- Publication number
- CN209040139U CN209040139U CN201821413639.2U CN201821413639U CN209040139U CN 209040139 U CN209040139 U CN 209040139U CN 201821413639 U CN201821413639 U CN 201821413639U CN 209040139 U CN209040139 U CN 209040139U
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- Prior art keywords
- steel
- cushion cap
- water level
- support table
- navigation
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- 241001365789 Oenanthe crocata Species 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 238000009434 installation Methods 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 238000003466 welding Methods 0.000 claims abstract description 5
- 230000009194 climbing Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 6
- 244000025254 Cannabis sativa Species 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of navigation mark pile foundation support table foundation structures in high drop water level navigation channel, higher than the steel cushion cap of navigation channel ordinary water level, and one group of steel-pipe pile of steel cushion cap is used to support set on steel cushion cap bottom, steel-pipe pile and cushion cap are installed by bolt to be fixed, and has the prepared screw-bolt hole for navigation mark installation at the top of steel cushion cap.The pile foundation support table foundation structure of the utility model, steel construction is used due to whole, steel cushion cap guarantees geometrical scale using postwelding overall processing, reduce the workload of site operation, and steel cushion cap is connected with steel-pipe pile, when cushion cap or steel-pipe pile on pile foundation support table basis are damaged, it is conveniently replaceable the part of damage compared with existing mixed mud cushion cap or carries out welding maintenance, has high maintainable.
Description
Technical field
The utility model relates to navigation mark bases, more particularly, to a kind of navigation mark navigation mark pile stylobate in high drop water level navigation channel
Plinth.
Background technique
Navigation mark is the critical facility for ensureing safety of ship, improving efficiency of navigation.And cruiseway water level is huge with seasonal variations
Greatly, between more than 20 meters to more than ten meters of dry season of flood period, SEA LEVEL VARIATION is indefinite, and flood period water velocity is big, slag grass and drift
Floating object is more, the easy drift of traditional buoy navigation mark, displacement.As inland river water transportation traffic flow rapidly increases, larger-sized vessel becomes
Gesture it is increasingly stronger, setting is not easy to drift about, fixed mark is the demand that inland waterway navigation aids develop in water damage.Fixed boat in water at present
Target pile foundation support table foundation structure has their own advantages, but construction is complicated on the whole, and the ability for bearing ship collision is weaker, and by
It hits not easy to repair after damaging.
Utility model content:
The technical problem to be solved by the utility model is to overcome the deficiencies of existing technologies, a kind of high drop water level is provided
The navigation mark in navigation channel is easy to the pile foundation steel cushion cap foundation structure constructed, repaired.
The following technical solution is employed for technical problem to be solved in the utility model to realize:
A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel, it is characterised in that: higher than navigation channel ordinary water level
Steel cushion cap, and be used to support set on steel cushion cap bottom one group of steel-pipe pile of steel cushion cap, steel-pipe pile and cushion cap and consolidated by bolt installation
It is fixed, there is the prepared screw-bolt hole for navigation mark installation at the top of steel cushion cap.
Further technology: the steel-pipe pile is distributed in steel cushion cap bottom in taper type.
Further technology: steel cushion cap side is equipped with the ladder for climbing up cushion cap.
Further technology: the steel cushion cap is equipped with manhole, and manhole is equipped with the ladder climbed into steel cushion cap.
Further technology: pile crown is equipped with closing steel plate at the top of the steel-pipe pile, and closing on steel plate has bolt hole to be used for
Installation is connect with steel cushion cap.
Further technology: the steel cushion cap mainly helps plate etc. to form by upper cover plate, lower cover plate, ring flat-plate, support, between each plate
A firm main body is formed by welding.
The pile foundation support table foundation structure of the utility model uses steel construction due to whole, and steel cushion cap is whole using postwelding
Processing guarantees geometrical scale, reduces the workload of site operation, and steel cushion cap is connected with steel-pipe pile, in stake
When the cushion cap or steel-pipe pile of base cushion cap foundation are damaged, be conveniently replaceable compared with existing mixed mud cushion cap damage part or into
Row welding maintenance has high maintainable.
Detailed description of the invention:
It, below will be to required in embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing to be used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some realities of the utility model
Example is applied, it for those of ordinary skill in the art, without creative efforts, can also be according to these attached drawings
Obtain other attached drawings；
Fig. 1 is the structure schematic elevation view of the utility model；
Fig. 2 is the structure schematic top plan view of the utility model；
Fig. 3 is the utility model steel suspended deck structure schematic diagram；
Wherein: 1- steel cushion cap；2- steel-pipe pile；3- closes steel plate；4- manhole；5- ladder two；6- ladder one；7- reserves spiral shell
Keyhole；8- bolt；11- upper cover plate；12- lower cover plate；13- ring flat-plate；14- support helps plate.
Specific embodiment:
In order to be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, under
Face combines and is specifically illustrating, and the utility model is further described.
In the description of the utility model, it should be noted that the side of the instructions such as term "vertical", "upper", "lower", "horizontal"
Position or positional relationship are orientation based on the figure or positional relationship, are merely for convenience of description the utility model and letter
Change description, rather than indicate or imply that signified device or element must have a particular orientation, with specific orientation structure
It makes and operates, therefore should not be understood as limiting the present invention.In addition, " first ", " second ", " third ", " the 4th " are only
For descriptive purposes, should not be understood as indicating or implying relative importance.
In the description of the utility model, it is also necessary to which explanation " is set unless otherwise specific regulation and limitation, term
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or be integrally connected, it can be mechanical connection, be also possible to be electrically connected, can be and be directly connected to, be also possible to through intermediate matchmaker
It is situated between and is connected, can be the connection inside two elements.It for the ordinary skill in the art, can be as the case may be
Understand the concrete meaning of above-mentioned term in the present invention.
As shown in Figure 1 and Figure 2, a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel is higher than navigation channel ordinary water level
Steel cushion cap 1, and be used to support set on steel cushion cap bottom one group of steel-pipe pile 2 of steel cushion cap, steel-pipe pile is pacified with cushion cap by bolt 8
Dress is fixed, and has the prepared screw-bolt hole 7 for navigation mark installation at the top of steel cushion cap.
Steel-pipe pile is distributed in steel cushion cap bottom in taper type.
Steel cushion cap side is equipped with the ladder 1 for climbing up cushion cap.
Steel cushion cap is equipped with manhole 4, and manhole is equipped with the ladder 25 climbed into steel cushion cap.
Pile crown is equipped with closing steel plate 3 at the top of steel-pipe pile, and closing has bolt hole for connecting installation with steel cushion cap on steel plate.
Fig. 3, steel cushion cap mainly help plate 14 etc. to form, lead between each plate by upper cover plate 11, lower cover plate 12, ring flat-plate 13, support
It crosses welding and forms a firm main body.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (6)
1. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel, it is characterised in that: higher than the steel of navigation channel ordinary water level
Cushion cap, and it is used to support set on steel cushion cap bottom one group of steel-pipe pile of steel cushion cap, steel-pipe pile and cushion cap by bolt installation fixation,
There is the prepared screw-bolt hole for navigation mark installation at the top of steel cushion cap.
2. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel according to claim 1, it is characterised in that:
The steel-pipe pile is distributed in steel cushion cap bottom in taper type.
3. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel according to claim 1, it is characterised in that:
Steel cushion cap side is equipped with the ladder for climbing up cushion cap.
4. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel according to claim 1, it is characterised in that:
The steel cushion cap is equipped with manhole, and manhole is equipped with the ladder climbed into steel cushion cap.
5. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel according to claim 1, it is characterised in that:
Pile crown is equipped with closing steel plate at the top of the steel-pipe pile, and closing has bolt hole for connecting installation with steel cushion cap on steel plate.
6. a kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel according to claim 1, it is characterised in that:
The steel cushion cap mainly helps board group at firm by welding formation one between each plate by upper cover plate, lower cover plate, ring flat-plate, support
Main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821413639.2U CN209040139U (en) | 2018-08-30 | 2018-08-30 | A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821413639.2U CN209040139U (en) | 2018-08-30 | 2018-08-30 | A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209040139U true CN209040139U (en) | 2019-06-28 |
Family
ID=67031919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821413639.2U Expired - Fee Related CN209040139U (en) | 2018-08-30 | 2018-08-30 | A kind of navigation mark pile foundation support table foundation structure in high drop water level navigation channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209040139U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114781156A (en) * | 2022-04-19 | 2022-07-22 | 安徽省交通勘察设计院有限公司 | BIM-based channel maintenance measure analysis method |
-
2018
- 2018-08-30 CN CN201821413639.2U patent/CN209040139U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114781156A (en) * | 2022-04-19 | 2022-07-22 | 安徽省交通勘察设计院有限公司 | BIM-based channel maintenance measure analysis method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190628 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |