CN206655217U - Precast concrete drainage pile - Google Patents
Precast concrete drainage pile Download PDFInfo
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- CN206655217U CN206655217U CN201720072724.6U CN201720072724U CN206655217U CN 206655217 U CN206655217 U CN 206655217U CN 201720072724 U CN201720072724 U CN 201720072724U CN 206655217 U CN206655217 U CN 206655217U
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- concrete
- pile
- core
- precast concrete
- drainage
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Abstract
Present patent application belongs to the special sheet pile wall of foundation engineering,Stake or other structures component technology field,Specifically disclose precast concrete drainage pile,Including prefabricated permeable concrete pipe,Overflow launder is provided with the top of prefabricated permeable concrete pipe,The bottom of overflow launder is communicated with vertical drainage channel,Drainage channel is in communication with the outside,Concrete jacket cylinder is cased with outside prefabricated permeable concrete pipe,Concrete sleeve bottom is inclined-plane,Precast concrete pile core is installed inside prefabricated permeable concrete pipe,Core point of the precast concrete pile core bottom integrally formed with cone,The diameter of core ogival is more than the internal diameter of prefabricated permeable concrete pipe,Installing plate is connected with by butterfly hinge on core point,The art of this patent is compared with prior art,In insertion,Concrete sleeve can loosen soil,Therefore whole precast concrete drainage pile directly can smoothly insert ground end,Other aids are not needed be inserted into simultaneously during,It is easy to operate.
Description
Technical field
The utility model belongs to the special sheet pile wall of foundation engineering, stake or other structures component technology field.
Background technology
Drainage pile is the concrete drainage pile for having some strength, because it has the compression strength of general concrete, while again
With water penetration, draining, anti-liquefaction, consolidated earth mass can be played a part of.Existing concrete draining pile driving construction mainly has two kinds of sides
Method：
One kind is cast-in-place method, and first with immersed tunnelling method, certain depth fills sand under earth's surface, and after extracting immersed tube, strike-on sinks again in the original location
Pipe pours into non-fine concrete to desired depth, the in situ concrete pile absorption of technology prestressed concrete pipe pile, vibrator sunk pile
The advantages of with the technology such as vibration dip mould thin cutoff wall, large-diameter thin-wall tubular pile is formed by the immersed tube bored concrete of clad steel,
The relatively low economic technology benefit of cost with bearing capacity of single pile height, oneself is in the coastal area such as Jiangsu, Zhejiang weak soil at present
Substantial amounts of engineer applied has been obtained in foundation treatment engineering.
However, during practice of construction, because in situ concrete pile belongs to soil compaction class pile-type, adjacent studs immersed tube set and
The movement of stake machine can have a negative impact to not yet pre-hardening concrete pile body, even if in piling order, device pile penetration etc.
Arrangement and method for construction optimization is carried out, stake top region pile body off normal, or broken pile, pile body concrete disintegration, weak interlayer etc. still occurs
Disease, have a strong impact on the pile quality and load-carrying properties of present walling pile；And cast-in-situ concrete thin-wall stake week weak soil is easily by overlying lotus
The reasons such as load, WATER LEVEL CHANGES cause consolidation settlement, so as to produce larger negative friction, reduce the bearing capacity of stake and increase work
After settle.
In order to improve the load-carrying properties of drainage pile and pile quality, more and more people select another concrete drainage pile
Construction method, i.e., make concrete drainage pile using prefabrication, and so-called prefabrication refers to the aggregate (gravelstone for selecting appropriate grading
Son) and cement, the permeable pile tube that appropriate reinforcing bar is prefabricated into certain length is equipped with, is sent into after prefabricated pile with immersed tube in soil, its
Surrounding fills net sand, then extracts immersed tube.
But the concrete drainage pile being made using prefabrication is applying man-hour requirement immersed tube, is also needed after installing
Immersed tube is extracted, process is more in whole work progress so that whole operation process is very cumbersome, reduces installation coagulation
The efficiency of native drainage pile.
Utility model content
The purpose of this utility model is to provide a kind of precast concrete drainage pile, can letter when installing concrete drainage pile
Change operating procedure, improve installation effectiveness.
In order to achieve the above object, base case of the present utility model provides a kind of precast concrete drainage pile, including pre-
Permeable concrete pipe processed, the prefabricated permeable concrete pipe is interior provided with the precast concrete pile core coordinated with it, described prefabricated
Water coagulation soil tube top portion is provided with overflow launder, and the bottom of overflow launder is communicated with drainage channel, and drainage channel extends upward through prefabricated permeable
Pipe of concrete；The precast concrete pile core bottom is provided with the core point of cone, and core point is placed in outside prefabricated permeable concrete pipe
Portion.
The principle of this base case is：During installation, design according to demand first the diameter of prefabricated permeable concrete pipe with
And length, then precast concrete pile core is installed in the prefabricated permeable concrete pipe after the completion of design, installation is combined
Precast concrete drainage pile be inserted directly into ground in the way of core point is towards ground, stable installation is realized, in ground
Water is directly entered prefabricated permeable concrete pipe and flowed out from drainage channel, while the water at top also can flow into draining from overflow launder and lead to
Road.
The beneficial effect of this base case is：By precast concrete pile core and prefabricated permeable concrete pipe knot in this programme
It is combined, while sets core point to be inserted directly into ground in precast concrete pile core bottom, can is directly overall when mounted
Installed, it is not necessary to borrow immersed tube, when mounted can disposable installation, the step of simplifying installation operation, improve
Installation effectiveness.
Scheme two：Scheme is preferred based on this, and the core point is structure as a whole with precast concrete pile core.
The core point that precast concrete pile core bottom is integrally formed cone can improve the sharp intensity of core, avoid core point from making
It is broken off during, while the core point formed using integrally formed mode also can be firmer.
Scheme three：This is preferred for scheme two, and the diameter of the core pointed tip port is more than prefabricated permeable concrete pipe
Internal diameter..
When precast concrete drainage pile inserts underground, core point insertion underground can be by upward resistance, core point the widest part
Diameter be more than prefabricated permeable concrete pipe internal diameter, it is possible to prevente effectively from core point be squeezed into during insertion it is prefabricated permeable
Cause core point can not normal work inside pipe of concrete.
Scheme four：This is preferred for scheme three, and the core point surface is hinged with installing plate.
Because precast concrete drainage pile is during ground end is inserted, installing plate will be turned upwards by the resistance of soil
It is dynamic so that installing plate with core is pointed forms an angle, installing plate can block drainage channel bottom, prefabricated so as to avoid
Soil enters drainage channel to concrete drainage pile during insertion, ensures that whole drainage channel keeps clear, and improves draining effect
Fruit
Scheme five：This is preferred for scheme four, and concrete jacket cylinder, concrete are cased with outside the prefabricated permeable concrete pipe
Sleeve bottom is inclined-plane.
In insertion, concrete sleeve can loosen soil, therefore whole precast concrete drainage pile can be directly smooth
Insertion ground end.
Scheme six：This is preferred for scheme five, and the drainage channel is vertical drainage channel.
Vertical drainage channel can be such that the water of underground is flowed out rapidly directed along drainage channel, lead to compared to inclined draining
Road, current are shorter in the time that drainage channel flows, the rate of outflow faster, so as to improve the draining of precast concrete drainage pile
Effect and the reliability of work.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment precast concrete drainage pile.
Embodiment
The utility model is described in further detail below by embodiment：
Reference in Figure of description includes：Precast concrete pile core 1, prefabricated permeable concrete pipe 2, drainage channel
3rd, concrete sleeve 4, overflow launder 5, core point 6, installing plate 7.
Embodiment
Substantially as shown in Figure 1：Precast concrete drainage pile, including prefabricated permeable concrete pipe 2, prefabricated pervious concrete
The top of pipe 2 is provided with overflow launder 5, and the bottom of overflow launder 5 is communicated with vertical drainage channel 3, and drainage channel 3 is in communication with the outside, in advance
Concrete jacket cylinder 4 is cased with outside permeable concrete pipe 2 processed, the bottom of concrete sleeve 4 is inclined-plane.
Precast concrete pile core 1 is installed inside prefabricated permeable concrete pipe 2, the bottom of precast concrete pile core 1 one into
Type has the core point 6 of cone, and the diameter at the top of core point 6 is more than the internal diameter of prefabricated permeable concrete pipe 2, passes through butterfly on core point 6
Hinge is connected with installing plate 7.
During installation, the diameter and length of prefabricated permeable concrete pipe 2 are designed according to demand first, then completed in design
Installation precast concrete pile core 1 in prefabricated permeable concrete pipe 2 afterwards, the precast concrete drainage pile that installation is combined is straight
Patch into ground, because precast concrete pile core 1 is integrally formed with the core point 6 of cone, and outside prefabricated permeable concrete pipe 2
Concrete sleeve 4 is cased with, the bottom of concrete sleeve 4 is inclined-plane, and in insertion, concrete sleeve 4 can loosen soil, therefore whole
Individual precast concrete drainage pile directly can smoothly insert ground end.
Because precast concrete drainage pile is during ground end is inserted, installing plate 7 will be upward by the resistance of soil
Rotate, so that installing plate 7 forms an angle with sharp 6 shapes of core, installing plate 7 can block the bottom of drainage channel 3, so as to keep away
Exempting from precast concrete drainage pile, soil enters drainage channel 3 during insertion, ensures that whole drainage channel 3 keeps clear, when
After the whole precast concrete drainage pile insertion enough depth of ground end, the soil plane of the lower section of installing plate 7 is opened, now can be to pre-
Banketed around concrete drainage pile processed, substantial amounts of soil is sprinkling upon on installing plate 7 during banketing, and can be depressed installing plate 7, be made
The keep level of installing plate 7, finally whole precast concrete drainage pile is compressed using soil, the water in ground is directly entered prefabricated
Permeable concrete pipe 2 flows out from drainage channel 3, while the water at top also can flow into drainage channel 3 from overflow launder 5.
Above-described is only embodiment of the present utility model, and the general knowledge such as known concrete structure and characteristic is herein in scheme
Do not describe excessively.It should be pointed out that for those skilled in the art, the premise of the utility model structure is not being departed from
Under, several modifications and improvements can also be made, these should also be considered as the scope of protection of the utility model, and these are all without influence
The effect and practical applicability that the utility model is implemented.This application claims protection domain should be with the content of its claim
It is defined, the record such as embodiment in specification can be used for the content for explaining claim.
Claims (3)
1. precast concrete drainage pile, including prefabricated permeable concrete pipe, interior be provided with of the prefabricated permeable concrete pipe is matched somebody with somebody with it
The precast concrete pile core of conjunction, it is characterised in that be provided with overflow launder, the bottom of overflow launder at the top of the prefabricated permeable concrete pipe
Drainage channel is communicated with, drainage channel extends upward through prefabricated permeable concrete pipe；The precast concrete pile core bottom is provided with circle
The core point of taper, and core point is placed in outside prefabricated permeable concrete pipe, core point is structure as a whole with precast concrete pile core, core point
The diameter of top port is more than the internal diameter of prefabricated permeable concrete pipe, and core point surface is hinged with installing plate.
2. precast concrete drainage pile according to claim 1, it is characterised in that：Outside the prefabricated permeable concrete pipe
Concrete sleeve is cased with, concrete sleeve bottom is inclined-plane.
3. precast concrete drainage pile according to claim 2, it is characterised in that：The drainage channel is vertical draining
Passage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720072724.6U CN206655217U (en) | 2017-01-20 | 2017-01-20 | Precast concrete drainage pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720072724.6U CN206655217U (en) | 2017-01-20 | 2017-01-20 | Precast concrete drainage pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655217U true CN206655217U (en) | 2017-11-21 |
Family
ID=60314905
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720072724.6U Expired - Fee Related CN206655217U (en) | 2017-01-20 | 2017-01-20 | Precast concrete drainage pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206655217U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339027A (en) * | 2018-11-30 | 2019-02-15 | 重庆大学 | A kind of high frequency drainage pile for liquefaction of sand |
| CN110258542A (en) * | 2019-06-15 | 2019-09-20 | 武汉中力岩土工程有限公司 | A kind of soft soil foundation reinforcing method based on the concrete-cored stake of cement concrete |
-
2017
- 2017-01-20 CN CN201720072724.6U patent/CN206655217U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339027A (en) * | 2018-11-30 | 2019-02-15 | 重庆大学 | A kind of high frequency drainage pile for liquefaction of sand |
| CN109339027B (en) * | 2018-11-30 | 2020-11-10 | 重庆大学 | A high frequency drainage stake for sandy soil liquefaction |
| CN110258542A (en) * | 2019-06-15 | 2019-09-20 | 武汉中力岩土工程有限公司 | A kind of soft soil foundation reinforcing method based on the concrete-cored stake of cement concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 Termination date: 20190120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |