CN205954618U - Double -walled bellows precast tubular pile pile extension structure - Google Patents
Double -walled bellows precast tubular pile pile extension structure Download PDFInfo
- Publication number
- CN205954618U CN205954618U CN201521069667.3U CN201521069667U CN205954618U CN 205954618 U CN205954618 U CN 205954618U CN 201521069667 U CN201521069667 U CN 201521069667U CN 205954618 U CN205954618 U CN 205954618U
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- China
- Prior art keywords
- pile
- pile body
- double
- pipe
- extension adapter
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- Expired - Fee Related
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Abstract
The utility model discloses a double -walled bellows precast tubular pile pile extension structure, including the material be the double -walled bellows last pile body, down the pile body, set up at last pile body concrete in the pile body under and, go up the pile body and be provided with the pile extension between the pile body down and connect, the pile extension connects for the middle hollow pipe that is provided with the joint circle, the joint circle connects integrated into one piece with the pile extension, the diameter that the pile extension connects is less than the diameter of pile body, lower pile body. The utility model discloses the process is simple, efficient and be applicable to geology complicacy, high, the drift sand construction how area of ground water level, can effectively practice thrift the time limit for a project, practice thrift the cost.
Description
Technical field
This utility model is related to the pile splicing structure field in civil engineering groundwork and foundation construction, particularly
It is related to a kind of double-wall corrugated pipe precast pipe pile splicing structure.
Background technology
With social development, building is not only the needs meeting people's life, and in life
In play more and more important role, people are for the prescription also more and more higher of building.One
Since straight, during prefabricated tubular pile foundation construction, in China's architectural engineering, tubular pile splicing construction is most
Using excavating → pour bed course → welding spreading reinforcing bar → build positioner mould → side wall backfill → casting concrete by laying bricks or stones
Construction technology.Although this technology mature and reliable, it is contemplated that house property development progress and construction period,
Secure context, this technology operation is many, and time-consuming, and artificial consumption is many, and comprehensive cost is high, fails effectively
Save duration, cost-effective.
Utility model content
For overcoming above-mentioned deficiency, this utility model provides that a kind of operation is simple, efficiency high and being applied to
Complicated geology, level of ground water are high, the double-wall corrugated pipe precast pipe pile splicing structure in area of constructing drift sand more.
The technical solution adopted in the utility model is:A kind of double-wall corrugated pipe precast pipe pile splicing structure,
Including material be the upper pile body of double-wall corrugated pipe, lower pile body, be arranged on mixed in upper pile body and lower pile body
Solidifying soil, is provided with pile extension adapter between upper pile body and lower pile body.
As the setting further of such scheme, described pile extension adapter has the sky of clamping circle for middle setting
Heart pipe, described clamping circle is integrally formed with pile extension adapter, and the diameter of described pile extension adapter is less than upper stake
Body, the diameter of lower pile body.
As the setting further of such scheme, set between described pile extension adapter and upper pile body, lower pile body
It is equipped with sealing ring.
As the setting further of such scheme, described pile extension adapter is upper pile body, the socket joint of lower pile body
Structure, the lower pile body mouth of pipe caliber at described pile extension adapter is more than the caliber of lower pile body, and described pile extension connects
Upper pile body mouth of pipe outer ring at head is provided with adapting table.
This utility model substitutes existing concrete tubular pile and steel pipe pile tube with double-wall corrugated pile tube, has
Operation is simple, the feature of efficiency high is it is adaptable to complicated geology, level of ground water be high, the construction more than drift sand
Area, can effectively save duration, cost-effective.
Brief description
Fig. 1 is the structural representation of this utility model embodiment 1;
Fig. 2 is the structural representation of this utility model embodiment 2.
In figure:1st, upper pile body;11st, adapting table;2nd, lower pile body;3rd, concrete;4th, pile extension connects
Head;41st, clamping circle;5th, sealing ring.
Specific embodiment
Below in conjunction with the accompanying drawings and embodiment is described further to this utility model.
As shown in Figure 1 and Figure 2, a kind of double-wall corrugated pipe precast pipe pile splicing structure, is double including material
The upper pile body 1 of wall corrugated tube, lower pile body 2, the concrete 3 being arranged in pile body 1 and lower pile body 2,
It is provided with pile extension adapter 4 between upper pile body 1 and lower pile body 2.
Embodiment 1
Described pile extension adapter 4 has the hollow circular-tube of clamping circle 41, described clamping circle 41 for middle setting
It is integrally formed with pile extension adapter 4, the diameter of described pile extension adapter 4 is less than upper pile body 1, lower pile body 2
Diameter, is provided with sealing ring 5 between described pile extension adapter 4 and upper pile body 1, lower pile body 2.
Embodiment 2
Described pile extension adapter 4 is upper pile body 1, the bell and spigot frame of lower pile body 2, at described pile extension adapter 4
Lower pile body 2 mouth of pipe caliber be more than lower pile body 1 caliber, the upper pile body 1 at described pile extension adapter 4
Mouth of pipe outer ring is provided with adapting table 11.
Above in conjunction with accompanying drawing, specific embodiment of the present utility model is explained in detail, but this reality
With the new ken being not limited to above-mentioned embodiment, possessing in those of ordinary skill in the art
Interior, can also various changes can be made on the premise of without departing from this utility model objective.
Claims (4)
1. a kind of double-wall corrugated pipe precast pipe pile splicing structure it is characterised in that:It is double-walled including material
The upper pile body (1) of corrugated tube, lower pile body (2), it is arranged in pile body (1) and lower pile body (2)
Concrete (3), be provided with pile extension adapter (4) between upper pile body (1) and lower pile body (2).
2. a kind of double-wall corrugated pipe precast pipe pile splicing structure according to claim 1, its feature
It is:Described pile extension adapter (4) has the hollow circular-tube of clamping circle (41), described card for middle setting
Adapter ring (41) is integrally formed with pile extension adapter (4), and the diameter of described pile extension adapter (4) is less than upper
Pile body (1), the diameter of lower pile body (2).
3. a kind of double-wall corrugated pipe precast pipe pile splicing structure according to claim 1 and 2, its
It is characterised by:It is provided with close between described pile extension adapter (4) and upper pile body (1), lower pile body (2)
Seal (5).
4. a kind of double-wall corrugated pipe precast pipe pile splicing structure according to claim 1, its feature
In handss:Described pile extension adapter (4) is upper pile body (1), the bell and spigot frame of lower pile body (2), described
Lower pile body (2) mouth of pipe caliber at pile extension adapter (4) place is more than the caliber of lower pile body (1), described connects
Upper pile body (1) mouth of pipe outer ring at pile joint (4) place is provided with adapting table (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521069667.3U CN205954618U (en) | 2015-12-22 | 2015-12-22 | Double -walled bellows precast tubular pile pile extension structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521069667.3U CN205954618U (en) | 2015-12-22 | 2015-12-22 | Double -walled bellows precast tubular pile pile extension structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205954618U true CN205954618U (en) | 2017-02-15 |
Family
ID=57966373
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201521069667.3U Expired - Fee Related CN205954618U (en) | 2015-12-22 | 2015-12-22 | Double -walled bellows precast tubular pile pile extension structure |
Country Status (1)
Country | Link |
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CN (1) | CN205954618U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105421448A (en) * | 2015-12-22 | 2016-03-23 | 钱俊 | Pile splicing structure and process of prefabricated pipe pile made of double-wall corrugated pipe |
CN114922167A (en) * | 2022-05-22 | 2022-08-19 | 中建八局第二建设有限公司 | Prefabricated square pile for geological condition of mud flat sludge, construction method and composition |
-
2015
- 2015-12-22 CN CN201521069667.3U patent/CN205954618U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105421448A (en) * | 2015-12-22 | 2016-03-23 | 钱俊 | Pile splicing structure and process of prefabricated pipe pile made of double-wall corrugated pipe |
CN114922167A (en) * | 2022-05-22 | 2022-08-19 | 中建八局第二建设有限公司 | Prefabricated square pile for geological condition of mud flat sludge, construction method and composition |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170215 Termination date: 20171222 |