CN206956748U - Steel pipe sheet pile combining structure - Google Patents
Steel pipe sheet pile combining structure Download PDFInfo
- Publication number
- CN206956748U CN206956748U CN201720719079.2U CN201720719079U CN206956748U CN 206956748 U CN206956748 U CN 206956748U CN 201720719079 U CN201720719079 U CN 201720719079U CN 206956748 U CN206956748 U CN 206956748U
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- CN
- China
- Prior art keywords
- plate
- steel pipe
- steel
- lock
- steel plate
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
- 239000010959 steel Substances 0.000 title claims abstract description 138
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Abstract
The utility model discloses a kind of steel pipe sheet pile combining structure, including：Steel pipe plate, it includes steel pipe and integrally formed first connecting plate of steel pipe, sets reinforcing bar in the middle part of steel pipe, reinforcing bar is connected by multiple second connecting plates with steel pipe inner wall, and the angle between the second connecting plate is 60 120 °；First connecting plate is symmetricly set on the steel pipe both sides, and the first end of the first connecting plate is connected on the outside of steel pipe, the longitudinally disposed pressing plate pivotally connected in the second end of the first connecting plate and the inside first lock；Steel plate, it includes first paragraph steel plate and second segment steel plate, and second segment steel plate is arranged to U-shaped, and second segment steel plate both ends set the second lock, first paragraph steel plate is symmetricly set on second segment steel plate both ends, and first paragraph steel plate both ends set the 3rd lock being adapted to the first lock and the second lock respectively.The utility model installation combination is simple laborsaving, and the direction of steel plate is convenient to be adjusted, and sheet pile is firm firm, and bulk strength is high, service life length.
Description
Technical field
It the utility model is related to the sheet-pile structure for building port and pier, more particularly to a kind of steel pipe sheet pile combining structure.
Background technology
Steel-pipe pile and steel sheet pile are units integral in coffering, especially seem to construct bridge pier, the upright bank in extra large side
During the base configurations such as wall, substantial amounts of steel-pipe pile and steel sheet pile can be all applied to, so that the progress of coffering, its material are steady
Fixed, reliable in quality, in order to further strengthening stability and barrier properties, it is desirable to steel-pipe pile is combined with steel sheet pile, is utilizing steel
In the coffering of pile tube and steel sheet pile, typically using steel-pipe pile as king pile, and suitable distance is taken between two steel-pipe piles, with
Multiple steel sheet piles are set therebetween, and steel sheet pile need to set different directions, if one sets error, it is necessary to again by steel plate before
Stake is ranked up, delay construction man-hour, there is provided one kind prevents steel pipe sheet pile from deforming, while has higher bending resistance and construction party
Just steel pipe sheet pile combining structure is very necessary.
Utility model content
A purpose of the present utility model is that solve at least the above, and provides the advantages of at least will be described later.
The utility model also has a purpose to be to provide a kind of steel pipe sheet pile combining structure, and its installation combination is simple laborsaving,
The direction of steel plate is convenient to be adjusted, and sheet pile is firm firm, and bulk strength is high, service life length.
In order to realize according to these purposes of the present utility model and further advantage, there is provided a kind of steel pipe sheet pile combination knot
Structure, including：
Steel pipe plate, it includes steel pipe and integrally formed first connecting plate of the steel pipe, reinforcing bar is set in the middle part of the steel pipe,
The reinforcing bar is connected by multiple second connecting plates with the steel pipe inner wall, and the angle between second connecting plate is 60-120 °；
First connecting plate is symmetricly set on the steel pipe both sides, and the first end of first connecting plate is connected to outside the steel pipe
Side, the longitudinally disposed pressing plate pivotally connected in the second end of first connecting plate and the inside first lock.
Steel plate, it includes first paragraph steel plate and second segment steel plate, and the second segment steel plate is arranged to U-shaped, the second segment
Steel plate both ends set the second lock, and the first paragraph steel plate is symmetricly set on the second segment steel plate both ends, the first paragraph steel
Plate both ends set the 3rd lock being adapted to the described first lock and the second lock respectively.
Preferably, the pressing plate sets 2-6, and hole is set on the pressing plate.
Preferably, the length of the pressing plate is arranged to 4-8cm, and the width of the pressing plate is arranged to 2-5cm.
Preferably, the first paragraph steel plate on the outside of the described first lock connection end with setting the extension being adapted to described hole
Hook.
Preferably, the thickness of second connecting plate is 1-5cm.
Preferably, the steel plate is set between the steel pipe plate for 1-3.
Preferably, the adjacent second segment steel plate is set in opposite direction.
The utility model comprises at least following beneficial effect：
The steel pipe plate is integrally formed by the steel pipe and the first connecting plate, Stability Analysis of Structures, is set in the steel pipe plate
The reinforcing bar, and the second connecting plate of the reinforcing bar and steel pipe inner wall, improve the intensity and hardness of the steel pipe plate so that
The bending resistance of the steel-pipe pile is stronger, and service life is longer；The rotatable pressing plate and the extension on the first paragraph steel plate
Hook coordinates, and can prevent the junction of first lock and the 3rd lock from loosening to disconnect；The steel plate is arranged to first paragraph steel plate
With second segment steel plate, the second segment steel plate convenient disassembly, if the steel plate direction installation error occurs, fault only need to be removed
Second steel plate is reinstalled, it is not necessary to all steel plates installed before reinstalled, it is easy for construction laborsaving time saving,
And installation storage is convenient.
Further advantage, target and feature of the present utility model embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the structural representation of steel pipe sheet pile combining structure described in the utility model；
Fig. 2 is the described in the utility model first lock and the 3rd lock connection end partial enlarged drawing；
Fig. 3 is the described in the utility model second lock and the 3rd lock connection end partial enlarged drawing.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or more
The presence or addition of individual other elements or its combination.
As shown in Figure 1, Figure 2 and Figure 3, the utility model provides a kind of steel pipe sheet pile combining structure, including：
Steel pipe plate 100, it includes steel pipe 101 and integrally formed first connecting plate 102 of the steel pipe 101, the steel pipe
101 middle parts set reinforcing bar 103, and the reinforcing bar 103 is connected by multiple second connecting plates 104 with the inwall of steel pipe 101, described
Angle between second connecting plate 104 is 60-120 °；First connecting plate 102 is symmetricly set on the both sides of steel pipe 101, institute
The first end for stating the first connecting plate 102 is connected to the outside of the steel pipe 101, and the second end of first connecting plate 102 is along longitudinal direction
The pressing plate 105 pivotally connected and the inside first lock 106 are set.
Steel plate 200, it includes first paragraph steel plate 201 and second segment steel plate 202, and the second segment steel plate 202 is arranged to U
Type, the both ends of second segment steel plate 202 set the second lock 203, and the first paragraph steel plate 201 is symmetricly set on the second segment
The both ends of steel plate 202, the both ends of first paragraph steel plate 201 are set respectively to be adapted to the described first lock 106 and the second lock 2 03
The 3rd lock 204.
In such scheme, the steel pipe plate 100 is integrally formed by the connecting plate 102 of steel pipe 101 and first, and structure is steady
The reinforcing bar 103 that is fixed, being set in the steel pipe plate 100, and the second connecting plate of the reinforcing bar 103 and the inwall of steel pipe 101
104, improve the intensity and hardness of the steel pipe plate 100；On the rotatable pressing plate 105 and the first paragraph steel plate 201
Hook 205 coordinate, can prevent it is described first lock 106 with the 3rd lock 204 junction loosen disconnection；The steel plate 200
It is arranged to first paragraph steel plate 201 and second segment steel plate 202, the plate convenient disassembly of second segment steel 202, if the steel plate occurs
The installation error of 200 directions, only need to remove the second steel plate 202 described in fault and reinstall, it is not necessary to by what is installed before
All steel plates 200 are reinstalled, easy for construction laborsaving time saving.
In one preferred scheme, the pressing plate 105 sets 2-6, and hole 107 is set on the pressing plate 105.
In such scheme, the pressing plate 105 is uniform along the longitudinal direction of steel pipe 101, and the pressing plate 105 sets 2-6, can
Make the whole longitudinal direction lock of the steel pipe 101 all without disconnection；Hole 107 on the pressing plate 105 is used for the hook 205
Pass through the fixation pressing plate 105.
In one preferred scheme, the length of the pressing plate 105 is arranged to 4-8cm, and the width of the pressing plate is arranged to 2-
5cm。
In such scheme, the setting of the pressing plate 105 prevents that latching connection end disconnects, and the setting of the pressing plate 105 is expired
Sufficient lock demand.
In one preferred scheme, the first paragraph steel plate 201 with described first lock 106 connection ends on the outside of set with it is described
The hook 205 that hole 107 is adapted to.
In such scheme, the first paragraph steel plate 201 and the described first 106 connection ends of lock are easy for installation, but closely
Degree is not enough, it is necessary to which tangling described hole 107 with the hook 205 forms tight locking button, at bunder region so that connection end
Disconnected under the impact of any current all without loosening.
In one preferred scheme, the thickness of second connecting plate 104 is 1-5cm.
In such scheme, described one end of second connecting plate 104 connects the inwall of steel pipe 101, described in other end connection
Reinforcing bar 103, the setting of the thickness of second connecting plate 104 so that the steel pipe plate 100 has good intensity and hardness,
It can meet the impact of different current in bunder region.
In one preferred scheme, the steel plate is set for 1-3 between the steel pipe plate 100.
In such scheme, the setting of steel plate between the steel pipe plate 100 can be according to the size of harbour or the current at harbour
It is adjusted, the setting of the steel plate in the case where meeting use demand, can subtract the input of steel pipe, be easily installed, and save
Cost.
In one preferred scheme, the adjacent second segment steel plate 202 is set in opposite direction.
In such scheme, the direction of second segment steel plate 202 sets one towards outside in the adjacent steel plate, and one inwardly
Side, outside water impact towards outside U-shaped steel plate, it is at a stalemate with the impulsive force of the U-shaped steel plate on the inside of water impact so that described
Second lock 203 fastens closer with the 3rd lock 204.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
- A kind of 1. steel pipe sheet pile combining structure, it is characterised in that including：Steel pipe plate, it includes steel pipe and integrally formed first connecting plate of the steel pipe, and reinforcing bar is set in the middle part of the steel pipe, described Reinforcing bar is connected by multiple second connecting plates with the steel pipe inner wall, and the angle between second connecting plate is 60-120 °；It is described First connecting plate is symmetricly set on the steel pipe both sides, and the first end of first connecting plate is connected on the outside of the steel pipe, institute State the longitudinally disposed pressing plate pivotally connected in the second end and the inside first lock of the first connecting plate；Steel plate, it includes first paragraph steel plate and second segment steel plate, and the second segment steel plate is arranged to U-shaped, the second segment steel plate Both ends set the second lock, and the first paragraph steel plate is symmetricly set on the second segment steel plate both ends, the first paragraph steel plate two End sets the 3rd lock being adapted to the described first lock and the second lock respectively.
- 2. steel pipe sheet pile combining structure as claimed in claim 1, it is characterised in that the pressing plate sets 2-6, the pressing plate Upper setting hole.
- 3. steel pipe sheet pile combining structure as claimed in claim 1, it is characterised in that the length of the pressing plate is arranged to 4-8cm, The width of the pressing plate is arranged to 2-5cm.
- 4. steel pipe sheet pile combining structure as claimed in claim 2, it is characterised in that the first paragraph steel plate and the described first lock Button sets the hook being adapted to described hole on the outside of connection end.
- 5. steel pipe sheet pile combining structure as claimed in claim 1, it is characterised in that the thickness of second connecting plate is 1- 5cm。
- 6. steel pipe sheet pile combining structure as claimed in claim 1, it is characterised in that the steel plate is set between the steel pipe plate For 1-3.
- 7. steel pipe sheet pile combining structure as claimed in claim 1, it is characterised in that the adjacent second segment steel plate is in phase negative side To setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720719079.2U CN206956748U (en) | 2017-06-20 | 2017-06-20 | Steel pipe sheet pile combining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720719079.2U CN206956748U (en) | 2017-06-20 | 2017-06-20 | Steel pipe sheet pile combining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956748U true CN206956748U (en) | 2018-02-02 |
Family
ID=61384996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720719079.2U Expired - Fee Related CN206956748U (en) | 2017-06-20 | 2017-06-20 | Steel pipe sheet pile combining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206956748U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115341531A (en) * | 2022-07-20 | 2022-11-15 | 浙江大东吴集团建设有限公司 | Grille type Larsen pile soil outlet reinforcing device |
-
2017
- 2017-06-20 CN CN201720719079.2U patent/CN206956748U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115341531A (en) * | 2022-07-20 | 2022-11-15 | 浙江大东吴集团建设有限公司 | Grille type Larsen pile soil outlet reinforcing device |
| CN115341531B (en) * | 2022-07-20 | 2024-05-31 | 浙江大东吴集团建设有限公司 | Grid type Larson pile soil outlet reinforcing device |
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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: 20180202 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |