CN210134411U - Steel-pipe pile diversion guiding device that divides water - Google Patents
Steel-pipe pile diversion guiding device that divides water Download PDFInfo
- Publication number
- CN210134411U CN210134411U CN201920481190.1U CN201920481190U CN210134411U CN 210134411 U CN210134411 U CN 210134411U CN 201920481190 U CN201920481190 U CN 201920481190U CN 210134411 U CN210134411 U CN 210134411U
- Authority
- CN
- China
- Prior art keywords
- hoop
- steel
- pipe pile
- guide
- guide plates
- 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.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
- Revetment (AREA)
Abstract
The utility model provides a water diversion and flow guide device for a steel pipe pile, which comprises a hoop, a hoop and two vertically arranged rectangular guide plates, wherein the hoop comprises a circular hoop plate, one side of the hoop plate is provided with an opening, two connecting plates extend from two sides of the opening, and the two connecting plates are connected through bolts; the hoop is a round steel cylinder with a certain height; the two guide plates are arranged at a certain included angle, one long side of each guide plate is welded with the other long side of each guide plate, the upper ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop, and the lower ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop. The utility model discloses install on the steel-pipe pile of water platform, can effectual reduction rivers improve the stability of steel-pipe pile to the impact force of steel-pipe pile.
Description
Technical Field
The utility model relates to a bridge pile foundation construction drilling platform water diversion guiding device in strong rivers for install on drilling platform steel-pipe pile, reduce the impact force of rivers to the steel-pipe pile.
Background
A drilling platform is required to be erected during construction of the underwater bridge, and the drilling platform provides lower support through steel pipe piles inserted into the underwater riverbed. In a river reach with a relatively urgent water flow, the strong water flow can generate a large impact force on the steel pipe pile of the drilling platform, and the stability and the safety of the platform are affected. A protection device is not usually arranged in general engineering construction, so that potential safety hazards can be generated; and a few projects can additionally insert and drive protective steel pipe piles at the upstream position of the drilling platform, and a triangular diversion structure is arranged by depending on the steel pipe piles to buffer the impact of water flow on the steel pipe piles of the drilling platform.
Disclosure of Invention
The utility model aims at providing a steel-pipe pile diversion guiding device with low costs, simple to operate for steel-pipe pile to drilling platform protects under the strong rivers environment.
The technical scheme of the utility model as follows:
the utility model provides a steel-pipe pile diversion guiding device that divides water which characterized in that: the device comprises a hoop, a hoop and two vertically arranged rectangular guide plates, wherein the hoop comprises a circular hoop plate, an opening is formed in one side of the circular hoop plate, two connecting plates extend out of two sides of the opening, and the two connecting plates are connected through bolts; the hoop is a round steel cylinder with a certain height; the two guide plates are arranged at a certain included angle, one long side of each guide plate is welded with the other long side of each guide plate, the upper ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop, and the lower ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop.
The utility model can effectively reduce the impact of water flow on the steel pipe pile, simultaneously reduce the scouring of water flow on the riverbed, improve the stability of the steel pipe pile, and can be used for protecting structures such as a drilling platform, a trestle and the like in a strong water flow environment; the diversion structure material quantity is little, and the cost is lower, simple to operate, and after the engineering, the steel-pipe pile superstructure is demolishd the back, loosens the bolt, can adopt to lift by crane equipment and wholly dismantle the guiding device, but dismantlement back reuse.
Drawings
Fig. 1 is an elevation view of the present invention;
fig. 2 is a plan view of one end of the utility model provided with the hoop;
FIG. 3 is a plan view of the end of the present invention where the ferrule is located;
fig. 4 is a schematic view of the usage state of the present invention.
Detailed Description
As shown in fig. 1, 2 and 3, the present invention comprises a hoop 1, a sleeve 2 and two vertically arranged rectangular guide plates 3, wherein the hoop 1 comprises a circular steel hoop plate, one side of which is provided with an opening, two connecting plates 11 extend from two sides of the opening, and the two connecting plates 11 are connected by bolts 12; the hoop 2 is a round steel cylinder with a certain height; the guide plate is rectangular steel sheet, is certain contained angle setting between two guide plates 3, and welds each other on the long avris of two guide plates 3, another long avris upper end of two guide plates 3 respectively with the outer wall welding of staple bolt 1, the lower extreme respectively with the outer wall welding of cuff 2.
The utility model discloses during the implementation, for making guide plate and staple bolt and cuff welding firm, follow staple bolt 1 and the circle tangent line and staple bolt and the cuff welding of cuff 2 respectively with two guide plates 3 at best.
In order to enhance the connection strength between the guide plate and the hoop, two triangular supports 4 can be respectively arranged between the hoop and between the hoop and the two guide plates, each triangular support 4 is formed by welding 3 sections, each section forms one side of the triangular support, two ends of one side of each triangular support are respectively welded with the side walls opposite to the two guide plates, and one ends of the other two sides of each triangular support are respectively welded with the outer walls of the hoop and the hoop.
Furthermore, a vertical rod 5 can be arranged between the two guide plates along the longitudinal direction of the guide plates, and the welding edges of each triangular support 4 and the two guide plates are respectively welded with the vertical rod 5.
The utility model discloses make at the whole preparation in processing field in advance, the length of guide plate is set for according to the construction district water level during the preparation, will make the staple bolt highly exceed the waterline more than, the diameter of staple bolt and cuff will equal or slightly be greater than the external diameter of steel-pipe pile.
The utility model discloses a user state is as shown in fig. 4, when setting up aquatic drilling platform or landing stage, steel-pipe pile 6 is inserted in the aquatic and is beaten the completion back, loosens staple bolt 1's connecting bolt earlier, will with the loop crane the utility model discloses lift by crane perpendicularly, overlap cuff 2 and staple bolt 1 on the steel-pipe pile in proper order from the steel-pipe pile top, the cuff supports on the riverbed, and the staple bolt is located more than the water level, and the long limit of two guide plate 3 mutual welding is towards the upstream face, screws up the connecting bolt of staple bolt connecting plate, makes staple bolt and steel-pipe pile fixed, accomplishes the installation that divides water guiding device promptly. The rivers that flow to steel-pipe pile 6 are shunted to the steel-pipe pile both sides by guide plate 3, can effectively reduce the impact force of rivers to the steel-pipe pile.
Claims (4)
1. The utility model provides a steel-pipe pile diversion guiding device that divides water which characterized in that: the device comprises a hoop, a hoop and two vertically arranged rectangular guide plates, wherein the hoop comprises a circular hoop plate, an opening is formed in one side of the circular hoop plate, two connecting plates extend out of two sides of the opening, and the two connecting plates are connected through bolts; the hoop is a round steel cylinder with a certain height; the two guide plates are arranged at a certain included angle, one long side of each guide plate is welded with the other long side of each guide plate, the upper ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop, and the lower ends of the other long side of each guide plate are respectively welded with the outer wall of the hoop.
2. The water diversion and flow guide device for the steel pipe pile according to claim 1, wherein: the two guide plates are respectively welded with the hoop and the hoop along the circular tangent of the hoop and the hoop.
3. The water diversion and flow guide device for the steel pipe pile according to claim 1, wherein: two triangular supports are respectively arranged between the anchor ear and the hoop as well as between the anchor ear and the two guide plates, the triangular supports are formed by welding 3 steel sections, two ends of one side of each triangular support are respectively welded with the side walls opposite to the two guide plates, and one ends of the other two sides of each triangular support are respectively welded with the outer walls of the anchor ear and the hoop.
4. The water diversion and flow guide device for the steel pipe pile according to claim 3, wherein: a vertical rod is arranged between the two guide plates along the longitudinal direction of the guide plates, and the welded edges of each triangular support and the two guide plates are respectively welded with the vertical rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920481190.1U CN210134411U (en) | 2019-04-10 | 2019-04-10 | Steel-pipe pile diversion guiding device that divides water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920481190.1U CN210134411U (en) | 2019-04-10 | 2019-04-10 | Steel-pipe pile diversion guiding device that divides water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210134411U true CN210134411U (en) | 2020-03-10 |
Family
ID=69703435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920481190.1U Active CN210134411U (en) | 2019-04-10 | 2019-04-10 | Steel-pipe pile diversion guiding device that divides water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210134411U (en) |
-
2019
- 2019-04-10 CN CN201920481190.1U patent/CN210134411U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2020114523A1 (en) | Double-wall cofferdam and pier construction method | |
| CN206467667U (en) | Suspended net shotcrete building enclosure between a kind of stake of use expansion type fixation reinforced mesh | |
| CN108755377A (en) | A kind of construction method of deep water intectate steel trestle | |
| CN201180270Y (en) | Assembled arcuated plugging plate | |
| JPWO2013042735A1 (en) | Steel slit dam | |
| CN101319502A (en) | Method for reducing concrete thickness of steel cofferdam back cover | |
| JP2015052212A (en) | Pier construction method and steel pipe pile construction method | |
| CN210134411U (en) | Steel-pipe pile diversion guiding device that divides water | |
| CN205000332U (en) | After drive piles a marine wind turbine foundation construction equipment and a stake bushing structure | |
| CN208501626U (en) | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system | |
| CN108018867B (en) | The method for realizing the construction of coastal waters beach column foot based on trestle method | |
| CN217027119U (en) | Seepage-proofing underground supporting structure for foundation pit | |
| CN206941588U (en) | A kind of simple positioning tool of steel-pipe pile spreading | |
| CN211368353U (en) | Steel trestle steel pipe pile concrete abutment | |
| CN212294679U (en) | Combined lattice column-concrete precast pile inclined support structure | |
| CN204875664U (en) | A retaining wall structure for interim pier in bay | |
| CN113431081A (en) | Integral ship-leaning anti-collision structure of offshore wind power multi-pile foundation and construction method | |
| CN211312544U (en) | Tubular pile and steel pipe combination formula underground structure | |
| CN210134420U (en) | Composite hoop for trestle steel pipe pile parallel connection | |
| CN209816899U (en) | Floating pile-stabilizing platform for construction of steel pipe piles of offshore jacket type fan foundation | |
| CN210262920U (en) | Multi-functional water conservancy slope protection net | |
| CN113897945A (en) | Ground-connecting wall combined connecting structure and construction method | |
| CN207919594U (en) | A kind of telescopic steel-pipe pile connects under water is | |
| CN209816677U (en) | Steel trestle capable of resisting strong water flow impact | |
| CN216007053U (en) | Integral ship-berthing anti-collision structure of offshore wind power multi-pile foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |