CN200978417Y - T-type sinking pipe filling pile - Google Patents
T-type sinking pipe filling pile Download PDFInfo
- Publication number
- CN200978417Y CN200978417Y CN 200620140819 CN200620140819U CN200978417Y CN 200978417 Y CN200978417 Y CN 200978417Y CN 200620140819 CN200620140819 CN 200620140819 CN 200620140819 U CN200620140819 U CN 200620140819U CN 200978417 Y CN200978417 Y CN 200978417Y
- Authority
- CN
- China
- Prior art keywords
- pile
- shaped
- utility
- model
- immersed tube
- 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
Links
Images
Landscapes
- Revetment (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a T-shaped immersed tube pouring pile. The utility model provides a T-shaped immersed tube pouring pile which has simple structure, easy construction, low cost, good bearing capability, big inertial moment and good bending resistance, the immersed tube pouring piles are connected to construct thin wall underground continuous fender with ribbed panel. The technology proposal is T-shaped immersed tube pouring pile which is characterized in that lateral section of the pile is T-shaped. The web end of the pile is provided with a small piece of end plate, shape of the lateral section of pile is close to inverted steel rail. The utility model is capable of constructing ribbed thin wall underground continuous fender, building river guard, taking as foundation trench fender.
Description
Technical field
The utility model relates to a kind of T shape tube-sinking cast-in-situ pile, is mainly used in the building trade, can be used to construct the underground continuous barricade of rib shape thin-walled, builds channel revetment, makes bracing of foundation pit etc.
Background technology
Present immersed tube is irritated stake, generally all is to squeeze into the stratum with round steel pipe, behind the penetration concrete, extracts steel pipe, in the cylindrical stake of underground formation.But clearly, the pile body supporting capacity of this structure is not strong, moment of inertia is less, and owing to be circular pile body, if will connect into the underground continuous barricade of thin-walled also exists certain degree of difficulty, this inevitable its scope of application of just having dwindled.
Summary of the invention
The technical problems to be solved in the utility model is: a kind of simple in structure, the easy construction cost is low, supporting capacity is strong, moment of inertia is big, bending resistance is strong T shape tube-sinking cast-in-situ pile is provided, can gets up to be built into the underground continuous barricade of thin-walled of ribbed plate continuously.
The technical scheme that the utility model adopted is: T shape tube-sinking cast-in-situ pile is characterized in that: the cross section of pile body is T-shaped.
The web termination of described pile body is shaped on a fritter end plate, and the pile body shape of cross section more approaches inverted rail.
The web of described pile body and the thickness of wing plate are between 5～50cm, and width is between 20～200cm, and the length range of pile body is 1～20m.
Described web and the transition of wing plate chamfering.
The beneficial effects of the utility model are: the utility model shape of cross section is T-shaped, and is shaped on a fritter end plate at its end, and this structure has favorable rigidity and supporting capacity is strong, moment of inertia is big, and bending resistance is strong; A plurality of castinplace piles are coupled together, can form the underground continuous barricade of thin-walled of ribbed plate, can be used to build channel revetment, also can be used for bracing of foundation pit, play retaining soil and water effect preferably.
Description of drawings
Fig. 1 is a stereogram of the present utility model.
Fig. 2 is the cross-sectional view of the utility model embodiment 1.
Fig. 3 is the cross-sectional view of the utility model embodiment 2.
The specific embodiment
Embodiment 1: as shown in Figure 1 and Figure 2, present embodiment has the T-shaped substantially pile body of cross section (1), its web 1-1 termination is shaped on a fritter end plate 1-3, pile body 1 shape of cross section more approaches inverted rail, its moment of inertia is greatly improved than general T shape stake, thereby has improved the bending resistance of stake; The web 1-1 of described pile body 1 and the thickness of wing plate 1-2 are between 5～50cm, and width is between 20～200cm, and the length range of pile body 1 is 1～20m.
Embodiment 2: as Fig. 1, shown in Figure 3, present embodiment is substantially the same manner as Example 1, and difference is described web 1-1 and the transition of wing plate 1-2 chamfering, has improved the bulk strength of stake.
The construction technology that the utility model is used for constructing T shape tube-sinking cast-in-situ pile is: form cross section with the steel plate welding and be "T"-shaped stake mould, with vibrating hammer it is squeezed into the stratum, poured concrete in the stake mould is then just extracted behind the mould underground and is formed a "T"-shaped stake.Construct underground continuous barricade, when being used as channel revetment, can add catching groove or tongue-and-groove on the stake mould when needs, a) a pile mould is squeezed into the stratum, the second pile mould and the first pile mould are squeezed into the stratum with it after fastening again; B) concrete perfusion in first mould pulls up the stake mould then; C) concrete perfusion in stake mould backward utilizes high-frequency vibratory hammer to drive a stake mould simultaneously, makes the junction concrete fully to merge under the perturbation action that vibration hammer produces, and then the stake mould is pulled up, and this moment, two pile bodies just combined together.In like manner, pour into successively, can form the continuous barricade of rib shape according to above-mentioned process.
Claims (4)
1, a kind of T shape tube-sinking cast-in-situ pile, it is characterized in that: the cross section of pile body (1) is T-shaped.
2, T shape tube-sinking cast-in-situ pile according to claim 1 is characterized in that: web (1-1) termination of described pile body (1) is shaped on a fritter end plate (1-3), and pile body (1) shape of cross section more approaches inverted rail.
3, T shape tube-sinking cast-in-situ pile according to claim 1 and 2 is characterized in that: the web (1-1) of described pile body (1) and the thickness of wing plate (1-2) are between 5～50cm, and width is between 20～200cm, and the length range of pile body (1) is 1～20m.
4, T shape tube-sinking cast-in-situ pile according to claim 1 and 2 is characterized in that: described web (1-1) and the transition of wing plate (1-2) chamfering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620140819 CN200978417Y (en) | 2006-12-07 | 2006-12-07 | T-type sinking pipe filling pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620140819 CN200978417Y (en) | 2006-12-07 | 2006-12-07 | T-type sinking pipe filling pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200978417Y true CN200978417Y (en) | 2007-11-21 |
Family
ID=38978795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620140819 Expired - Fee Related CN200978417Y (en) | 2006-12-07 | 2006-12-07 | T-type sinking pipe filling pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200978417Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101560766B (en) * | 2009-05-13 | 2011-03-02 | 江苏东大鸿基科技有限公司 | Grid-like underground continuous wall plate and production method thereof |
| CN103046541A (en) * | 2013-01-09 | 2013-04-17 | 中国地质大学（武汉） | Anti-slide pile with I-shaped cross section |
-
2006
- 2006-12-07 CN CN 200620140819 patent/CN200978417Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101560766B (en) * | 2009-05-13 | 2011-03-02 | 江苏东大鸿基科技有限公司 | Grid-like underground continuous wall plate and production method thereof |
| CN103046541A (en) * | 2013-01-09 | 2013-04-17 | 中国地质大学（武汉） | Anti-slide pile with I-shaped cross section |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544465B (en) | A kind of bunding protecting wall | |
| CN200978417Y (en) | T-type sinking pipe filling pile | |
| CN210263014U (en) | Underground continuous wall | |
| CN109537588B (en) | Novel practical anchor pile | |
| CN206015717U (en) | The underground pipe gallery of soft soil foundation | |
| CN114382075A (en) | Rhombic concrete-filled steel tube tubular pile and preparation die and preparation and installation method thereof | |
| CN102852142B (en) | A kind of pretensioned prestressing fender post | |
| CN102747724B (en) | A kind of piling method of back-up sand composite pile | |
| CN202039355U (en) | Sand filling composite pile and pile forming device thereof | |
| CN202081418U (en) | Continuous steel sheet pile for foundation pit support or continuous concrete wall | |
| CN1137311C (en) | Vibration compacted galet pile resisting pull-up and floatation, and its forming method | |
| CN212358646U (en) | Rigid hinged joint node of superposed beam and thin-wall steel pipe concrete column | |
| CN2661771Y (en) | Reinforced concrete hollow pile technology adopting vibrating tube-sinking cast-in-situ ram machine | |
| CN210263015U (en) | Prefabricated wall unit for underground continuous wall | |
| CN211256717U (en) | Rapid splicing assembly type culvert | |
| CN2718061Y (en) | Y-H composite immersed tube bored concrete pile | |
| CN110318396B (en) | Prestressed steel pipe pile of concrete dado | |
| CN209875164U (en) | Box-type top plate structure of urban tunnel branch | |
| CN202989914U (en) | Pre-tensioning method prestress guard pile | |
| CN2510541Y (en) | T-shape concrete filling pile | |
| CN2295787Y (en) | Tenon type joint of steel bar concrete for underground continuous wall | |
| CN202124857U (en) | Splitting pile | |
| CN105274987A (en) | Cast-in-place large-diameter pipe pile casing pipe and construction method | |
| CN2532118Y (en) | Pile mould for Y-shape concrete pouring pile | |
| CN218894216U (en) | Pool bottom node structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |