CN206800380U - A kind of PHC tubular pile splicings structure - Google Patents
A kind of PHC tubular pile splicings structure Download PDFInfo
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- CN206800380U CN206800380U CN201720465734.6U CN201720465734U CN206800380U CN 206800380 U CN206800380 U CN 206800380U CN 201720465734 U CN201720465734 U CN 201720465734U CN 206800380 U CN206800380 U CN 206800380U
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- pile
- tube
- end plate
- section stake
- stake end
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Abstract
The utility model discloses a kind of PHC tubular pile splicings structure, including upper tube pile structure, lower tube pile structure and bolt, upper tube pile structure includes upper pile tube and upper section stake end plate, lower tube pile structure includes lower pile tube and lower section stake end plate, upper pile tube and lower pile tube include pipe shaft, pipe shaft interior edge pipe shaft length is provided through the grout hole of pipe shaft, upper section stake end plate is arranged at the pipe shaft lower end of pile tube, upper section stake end plate is provided with several bolts hole along its circumferencial direction, lower section stake end plate is arranged at the pipe shaft upper end of lower pile tube, lower section stake end plate is provided with the quantity link slot consistent with bolt hole along its circumferencial direction, the upper end of bolt penetrates bolt hole and is connected with upper section stake end plate, lower end penetrates link slot and is connected with lower section stake end plate, so as to by upper pile tube and lower tubular pile splicing.The utility model is simple in construction, easy to operate, quick and fast positioning, be connected firmly, being capable of reinforced pipe staking pilework bending strength.
Description
Technical field
It the utility model is related to Foundation Treatment technical field, more particularly to a kind of PHC tubular pile splicings structure.
Background technology
PHC pile tubes are the conventional stakes in building, in construction, when pile tube length is inadequate, need to carry out pile extension operation with reality
Connection between existing two pile bodies, at present PHC tubular pile splicings operation are with by adding iron plate at interface, by the way that iron plate is welded
To complete pile body connection, because construction environment is complicated, the quality of welding procedure easily fluctuates so that welded intensity is unstable
It is fixed, and the technique is not easy to carry out antiseptic and rustproof processing, and after wet environment long-term use, pile extension iron plate, which gets rusty easily, influences work
Cheng Zhiliang.
Utility model content
The utility model is in order to solve the defects of prior art is present, there is provided it is a kind of simple in construction, easy to operate, quick and
Fast positioning, the PHC tubular pile splicing structures for being connected firmly, being capable of reinforced pipe staking pilework bending strength.
The utility model is achieved through the following technical solutions：
A kind of PHC tubular pile splicings structure, including upper tube pile structure, lower tube pile structure and bolt, the upper tube pile structure bag
Pile tube and upper section stake end plate are included, the lower tube pile structure includes lower pile tube and lower section stake end plate, and the upper pile tube is with
Pile tube includes pipe shaft, and the pipe shaft interior edge pipe shaft length is provided through the grout hole of pipe shaft, and the upper section stake end plate is set
The pipe shaft lower end of the upper pile tube is placed in, the upper section stake end plate is provided with several bolts hole along its circumferencial direction, described
Lower section stake end plate is arranged at the pipe shaft upper end of the lower pile tube, and the lower section stake end plate is provided with number along its circumferencial direction
The amount link slot consistent with the bolt hole, the upper end of the bolt penetrate bolt hole and are connected with upper section stake end plate, and lower end is worn
Enter link slot be connected with lower section stake end plate, so that by upper pile tube and lower tubular pile splicing.
Preferably, the rectangular shape of the link slot, the bolt upper end is cylindric, and lower end is with connecting that groove shape is consistent to be in
It is rectangular-shaped.
Preferably, the upper section stake end plate and lower section stake end plate are discoid.
Preferably, the bolt hole and the link slot are provided with nine, the central point of the bolt hole and the company
The central point of access slot overlaps.
The utility model beneficial effect：Pile tube lower end is provided with section stake end plate, upper section stake termination on the utility model
Plate is arranged at intervals with several bolts hole along its circumferencial direction, and lower pile tube upper end is provided with lower section stake end plate, lower section stake termination
Plate is arranged at intervals with the quantity link slot consistent with bolt hole along its circumferencial direction, and bolt one end is connected with bolt hole, the other end
Be connected with link slot, can be achieved it is quick, be accurately located by connecting, while upper pile tube and lower pile tube can be securely attached to one
Rise, reinforced pipe staking pilework bending strength.
Brief description of the drawings
Fig. 1 is upper tube pile structure present invention looks up structural representation of the present utility model；
Fig. 2 is lower tube pile structure overlooking the structure diagram of the present utility model；
Fig. 3 is Fig. 1 cross section structure diagrams.
Fig. 4 is Fig. 2 cross section structure diagrams.
Fig. 5 is bolt positive structure diagram of the present utility model；
Fig. 6 is bolt side structure schematic view of the present utility model；
Fig. 7 is bolt overlooking the structure diagram of the present utility model.
Wherein：The upper pile tubes of 1-, save stake end plate on 2-, 21- bolts hole, pile tube under 3-, save stake end plate under 4-, 41- connects
Access slot, 5- bolts.
Specific embodiment
As shown in Fig. 1 to 7, a kind of PHC tubular pile splicings structure, including upper tube pile structure, lower tube pile structure and bolt 5, on
Tube pile structure includes upper pile tube 1 and upper section stake end plate 2, and lower tube pile structure includes lower pile tube 3 and lower section stake end plate 4, upper tube
Stake 1 and lower pile tube 3 include pipe shaft, and pipe shaft interior edge pipe shaft length is provided through the grout hole of pipe shaft, and upper section stake end plate 2 is set
The pipe shaft lower end of pile tube 1 is placed in, upper section stake end plate 2 is provided with several bolts hole 21, lower section stake end along its circumferencial direction
Head plate 4 is arranged at the pipe shaft upper end of lower pile tube 3, and lower section stake end plate 4 is provided with quantity and bolt hole 21 1 along its circumferencial direction
The link slot 41 of cause, the upper end of bolt 5 penetrate bolt hole 21 and are connected with upper section stake end plate 2, and lower end penetrates link slot 41 with
Section stake end plate 4 connects, so as to by upper pile tube 1 and the lower pile extension of pile tube 3.The setting structure is simple and convenient to operate, is quick and quick
Position, be connected firmly, being capable of reinforced pipe staking pilework bending strength.
Preferably, 41 rectangular shape of link slot, the upper end of bolt 5 are cylindric, and lower end consistent with the shape of link slot 41 is in square
Shape.Further fast positioning pile extension, pile extension are connected firmly while being capable of reinforced pipe staking pilework bending strengths for the setting.
Preferably, upper section stake end plate 2 and lower section stake end plate 4 are discoid.Upper section stake end plate 2 and lower section stake end
The center of head plate 4 is correspondingly arranged on the hole being connected with grout hole.
Preferably, bolt hole 21 and link slot 41 are provided with nine, the central point of bolt hole 21 with link slot 41
Heart point overlaps.Further fast positioning pile extension, pile extension are connected firmly while being capable of reinforced pipe staking pilework bending resistances for the setting
Intensity.
The technical scheme provided above utility model embodiment is described in detail, used herein specifically individual
Example is set forth to the principle and embodiment of the utility model embodiment, and the explanation of above example is only applicable to help
Understand the principle of the utility model embodiment；Meanwhile for those of ordinary skill in the art, implement according to the utility model
Example, the there will be changes in embodiment and application, in summary, this specification content should not be construed as
Limitation to utility model.
Claims (4)
- A kind of 1. PHC tubular pile splicings structure, it is characterised in that：Including upper tube pile structure, lower tube pile structure and bolt, the upper tube Pilework include upper pile tube and it is upper section stake end plate, the lower tube pile structure include lower pile tube and it is lower section stake end plate, it is described on Pile tube and lower pile tube include pipe shaft, and the pipe shaft interior edge pipe shaft length is provided through the grout hole of pipe shaft, the upper section stake End plate is arranged at the pipe shaft lower end of the upper pile tube, and the upper section stake end plate is provided with several bolts along its circumferencial direction Hole, the lower section stake end plate are arranged at the pipe shaft upper end of the lower pile tube, and the lower section stake end plate is set along its circumferencial direction The quantity link slot consistent with the bolt hole is equipped with, the upper end of the bolt penetrates bolt hole and is connected with upper section stake end plate, Lower end penetrates link slot and be connected with lower section stake end plate, so that by upper pile tube and lower tubular pile splicing.
- A kind of 2. PHC tubular pile splicings structure according to claim 1, it is characterised in that：The rectangular shape of link slot, institute Bolt upper end is stated to be cylindric, lower end rectangular shape consistent with connection groove shape.
- A kind of 3. PHC tubular pile splicings structure according to claim 2, it is characterised in that：The upper section stake end plate is with It is discoid to save stake end plate.
- A kind of 4. PHC tubular pile splicings structure according to claim 1, it is characterised in that：The bolt hole and the connection Groove is provided with nine, and the central point of the bolt hole overlaps with the central point of the link slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720465734.6U CN206800380U (en) | 2017-04-28 | 2017-04-28 | A kind of PHC tubular pile splicings structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720465734.6U CN206800380U (en) | 2017-04-28 | 2017-04-28 | A kind of PHC tubular pile splicings structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800380U true CN206800380U (en) | 2017-12-26 |
Family
ID=60738848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720465734.6U Active CN206800380U (en) | 2017-04-28 | 2017-04-28 | A kind of PHC tubular pile splicings structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206800380U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867636A (en) * | 2018-07-09 | 2018-11-23 | 贵州新联爆破工程集团有限公司 | A kind of prefabricated retaining wall device for manual hole digging pile |
-
2017
- 2017-04-28 CN CN201720465734.6U patent/CN206800380U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867636A (en) * | 2018-07-09 | 2018-11-23 | 贵州新联爆破工程集团有限公司 | A kind of prefabricated retaining wall device for manual hole digging pile |
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