CN203716138U - Concrete protecting pile - Google Patents
Concrete protecting pile Download PDFInfo
- Publication number
- CN203716138U CN203716138U CN201420079238.3U CN201420079238U CN203716138U CN 203716138 U CN203716138 U CN 203716138U CN 201420079238 U CN201420079238 U CN 201420079238U CN 203716138 U CN203716138 U CN 203716138U
- Authority
- CN
- China
- Prior art keywords
- pile body
- pile
- prestressed steel
- concrete
- good
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a concrete protecting pile. A plurality of prestressed steel bars are arranged in a pile body in the vertical direction of the pile body, steel wire meshes are arranged on the prestressed steel bars, reinforcing steel bar anchor nuts are arranged at two ends of each prestressed steel bar respectively, a U-shaped socket is formed in one end of the pile body, an insert matched with the U-shaped socket is arranged at the other end of the pile body, and a flexible rubber sleeve covers and is fixed on the insert through a countersunk crab shell bolt. With the adoption of the scheme, the pile is reasonable in structural design, a flexible socket structure is adopted, two adjacent concrete protecting piles are closely connected, and the sealing effect is good, so that a formed concrete protecting wall has water and mud stopping functions, the slope protection effect is good, the water loss and soil erosion are avoided, the dam protection effect is good, phenomena of leakage, perforation and the like of a dam are eliminated, and the safety of the dam is guaranteed.
Description
Technical field:
The utility model relates to a kind of Concrete Anti fender pile.
Background technology:
Concrete Anti fender pile is building materials conventional in preventive works, when use, multiple fender piles are rammed and are driven underground, form Concrete Anti revetment, for bank protection, bank protection, gear soil, the engineerings such as cofferdam, existing Concrete Anti fender pile is generally without socket and connects or the connection of U-shaped rigidity socket, during due to construction, can there is deviation, between adjacent two fender piles that connect without socket, often there is gap and do not have each other mechanical connection to be easily offset, there is no equally each other yet easily skew of mechanical connection and adopt U-shaped rigidity socket to connect, even if the gap between its adjacent two fender piles adopts water jetting at high pressure, also can there is gap in concrete perfusion slurry, the Concrete Anti revetment protection effect forming is like this poor, easily cause soil erosion, bank protection effect is poor, easily there is seepage in dykes and dams, the phenomenons such as perforation, even there is landslide, the accidents such as dam break.
Utility model content:
The utility model is in order to make up the deficiencies in the prior art, a kind of Concrete Anti fender pile is provided, and its reasonable in design, adopts flexible insert mouth structure, between adjacent two Concrete Anti fender piles, mechanical connection is closely reliable, good sealing effect, the Concrete Anti revetment forming like this can reach sealing, the only effect of mud, and protection effect is good, avoid soil erosion, bank protection is made good use of, and has avoided dykes and dams to occur the phenomenon such as seepage, perforation, has ensured embankment safety.
The utility model for solving the problems of the technologies described above adopted technical scheme is:
A kind of Concrete Anti fender pile, be provided with some prestressed steel bars in pile body inside along the vertical direction of pile body, on prestressed steel bar, be provided with gauze wire cloth, be respectively equipped with Bar Anchorage nut at the two ends of prestressed steel bar, be provided with U-shaped bellmouth in one end of pile body, be provided with the plug-in unit matching with U-shaped bellmouth at the other end of pile body, one flexible rubber lagging is coated and fixed on plug-in unit by countersunk head crab shell bolt, on two straight ends of U-shaped bellmouth, be vertically arranged with several the first bolts hole, put and be provided with several the second relative with the first bolt hole position and match bolts hole at plug-in unit and flexible rubber, be provided with several holes for hoist on pile body top.
Described pile body is template concrete protection pile body.
Described pile body is square concrete protection pile body.
The utility model adopts such scheme, reasonable in design, adopt flexible insert mouth structure, between adjacent two fender piles, mechanical connection is closely reliable, good sealing effect, the Concrete Anti revetment concrete strength forming is like this up to more than C60, anti-bending strength is good, can reach sealing, the only effect of mud, protection effect is good, avoid the soil erosion on slope, river, arid basin so that the cold-resistant green plants of plantation, the anchoring nut of pile crown can be fixed the protecting wire net on slope, river with protection vegetation, upper soll layer, bank protection, bank protection is made good use of, avoid dykes and dams to occur seepage, the phenomenons such as perforation, ensure embankment safety, problems of the prior art are solved, adopt digging machine or small vibrating hammering ram machine construction easily, its construction cost, construction period, material cost is well below the stone pitching of heap of stone on slope, river, quality is also more sure, the present invention is especially to northern the Yellow River, the alluvial in Grand Canal, Hangzhoupro, capital, cutout is administered and is of great significance.
Brief description of the drawings:
Fig. 1 is structural representation of the present utility model.
Fig. 2 is top view of the present utility model.
Fig. 3 is square Concrete Anti fender pile schematic diagram.
In figure, 1, pile body, 2, prestressed steel bar, 3, Bar Anchorage nut, 4, U-shaped bellmouth, 5, plug-in unit, 6, flexible rubber lagging, 7, countersunk head crab shell bolt, 8, the first bolt hole, 9, the second bolt hole, 10, hole for hoist.
Detailed description of the invention:
For clearly demonstrating the technical characterstic of this programme, below by detailed description of the invention, and in conjunction with its accompanying drawing, the utility model is elaborated.
As Figure 1-3: a kind of Concrete Anti fender pile, be provided with some prestressed steel bars 2 in pile body 1 inside along the vertical direction of pile body 1, on prestressed steel bar 2, be provided with gauze wire cloth, be respectively equipped with Bar Anchorage nut 3 at the two ends of prestressed steel bar 2, be provided with U-shaped bellmouth 4 in one end of pile body 1, be provided with the plug-in unit 5 matching with U-shaped bellmouth 4 at the other end of pile body 1, one flexible rubber lagging 6 is coated and fixed on plug-in unit 5 by countersunk head crab shell bolt 7, on two straight ends of U-shaped bellmouth 4, be vertically arranged with several the first bolts hole 8, on plug-in unit 5 and flexible rubber lagging 6, be provided with several the second relative with the first bolt hole 8 positions and match bolts hole 9, be provided with several holes for hoist 10 on pile body 1 top.
Described pile body 1 is template concrete protection pile body.Volume is little, and consumptive material is few, and cost is low, and manufacture craft is simple.
Described pile body 1 is square concrete protection pile body.For strengthening the bulk strength of concrete protection body of wall.
When construction, the hole for hoist 10 that utilization is arranged on pile body 1 is sling Concrete Anti fender pile, by leading truck, the plug-in unit 5 that is coated with flexible rubber lagging 6 on Concrete Anti fender pile is slowly pressed in the U-shaped bellmouth 4 on adjacent Concrete Anti fender pile, flexible rubber lagging 6 seals the gap filling between plug-in unit 5 and U-shaped bellmouth 4, and then connecting bolt is passed and is arranged on the first bolt hole 8 on U-shaped bellmouth 4 and is arranged on the second bolt hole 9 on plug-in unit 5 and flexible rubber lagging 6, adjacent two Concrete Anti fender piles are fastenedly connected, mode is linked in sequence and can forms the Concrete Anti revetment of good sealing effect according to this.According to the construction requirement of object of construction production, in template Concrete Anti fender pile, every certain distance, a square Concrete Anti fender pile is installed, can play like this effect that strengthens concrete protection body of wall bulk strength.
The utility model reasonable in design, adopt flexible insert mouth structure, between adjacent two Concrete Anti fender piles, connect closely, good sealing effect, the Concrete Anti revetment forming like this can reach sealing, the only effect of mud, and protection effect is good, avoid soil erosion, bank protection is made good use of, and has avoided dykes and dams to occur the phenomenon such as seepage, perforation, has ensured embankment safety.
The utility model does not describe part in detail, is those skilled in the art of the present technique's known technology.
Claims (3)
1. a Concrete Anti fender pile, comprise a pile body, be provided with some prestressed steel bars in pile body inside along the vertical direction of pile body, on prestressed steel bar, be provided with gauze wire cloth, be respectively equipped with Bar Anchorage nut at the two ends of prestressed steel bar, it is characterized in that: be provided with U-shaped bellmouth in one end of pile body, be provided with the plug-in unit matching with U-shaped bellmouth at the other end of pile body, one flexible rubber lagging is coated and fixed on plug-in unit by countersunk head crab shell bolt, on two straight ends of U-shaped bellmouth, be vertically arranged with several the first bolts hole, put and be provided with several the second relative with the first bolt hole position and match bolts hole at plug-in unit and flexible rubber, be provided with several holes for hoist on pile body top.
2. a kind of Concrete Anti fender pile according to claim 1, is characterized in that: described pile body is template concrete protection pile body.
3. a kind of Concrete Anti fender pile according to claim 1, is characterized in that: described pile body is square concrete protection pile body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420079238.3U CN203716138U (en) | 2014-02-24 | 2014-02-24 | Concrete protecting pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420079238.3U CN203716138U (en) | 2014-02-24 | 2014-02-24 | Concrete protecting pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716138U true CN203716138U (en) | 2014-07-16 |
Family
ID=51155307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420079238.3U Withdrawn - After Issue CN203716138U (en) | 2014-02-24 | 2014-02-24 | Concrete protecting pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716138U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758116A (en) * | 2014-02-24 | 2014-04-30 | 李全民 | Concrete protection pile |
-
2014
- 2014-02-24 CN CN201420079238.3U patent/CN203716138U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758116A (en) * | 2014-02-24 | 2014-04-30 | 李全民 | Concrete protection pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102995602B (en) | Silt coast sheep pile wharf structure and construction method | |
| CN208650073U (en) | Cut and cover method subaqueous tunnel steel sheet-pile cofferdam construction | |
| CN104695380B (en) | The shore protection structure of a kind of plastic-steel sheet pile and concrete combination | |
| CN109339065B (en) | Method for deep water exposed bedrock close-packed pile supporting construction bearing platform | |
| CN108797653A (en) | A kind of construction method carrying out structural anti-buoyancy using deep foundation pit fender post | |
| CN101565940B (en) | Coupling structure of gravity dam and unfavorable geological bank slope and the construction method thereof | |
| CN203716138U (en) | Concrete protecting pile | |
| CN208517891U (en) | The novel reinforced structure of gravity type quay | |
| CN204266164U (en) | Concrete veneer and grill-shaped cement soil wall combined type bank protection structure | |
| CN208472716U (en) | Crack geology mortar leakage prevention drill-pouring pilework | |
| CN108411934B (en) | Floating tubular pile, dam retaining structure and construction method thereof | |
| CN204849734U (en) | Prefabricated sheet pile and manger plate fender building structure for soil | |
| CN103758116B (en) | A kind of concrete protection pile | |
| CN106854864A (en) | Port engineering platoon formula prestressed reinforced concrete Big Pipe Pile new construction | |
| CN204282295U (en) | Pile formula case cylinder breakwater structure | |
| CN111042161A (en) | Slope collapse high slope flexible processing structure and construction method thereof | |
| CN211498907U (en) | Waterproof curtain at end of underwater channel foundation pit along two sides of water | |
| CN212801549U (en) | H-shaped double-row steel sheet pile supporting structure | |
| CN209958290U (en) | Take shore protection structure of pile foundation | |
| CN104195980B (en) | A kind of outfitting quay structure | |
| CN203546740U (en) | Riverway closure dike structure | |
| CN201713761U (en) | Hollow and closed type steel caisson cofferdam | |
| CN210636449U (en) | Prevention of seepage water structure of diaphragm wall seam crossing | |
| CN209636720U (en) | A kind of Gravity Type Casisson Berth | |
| CN209385141U (en) | A kind of railway tunnel safeguard structure intersected with water tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140716 Effective date of abandoning: 20160622 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |