CN109024568A - A kind of processing method of armored concrete broken pile - Google Patents
A kind of processing method of armored concrete broken pile Download PDFInfo
- Publication number
- CN109024568A CN109024568A CN201810847337.4A CN201810847337A CN109024568A CN 109024568 A CN109024568 A CN 109024568A CN 201810847337 A CN201810847337 A CN 201810847337A CN 109024568 A CN109024568 A CN 109024568A
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- CN
- China
- Prior art keywords
- pile body
- section
- concrete
- pile
- processing method
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
Abstract
The invention discloses a kind of processing method of armored concrete broken pile, by using lower part pile body, top pile body, section, punchinges, is implanted into reinforcing bar, realize the connection between upper and lower pile body.This method technical security is feasible, can greatly save construction cost, by section dabbing and cleans out first；Then it radially punchinges, cleans out along section, and it is wet to sprinkle water；Finally to middle implantation reinforcing bar of punchinging, casting concrete is conserved to design strength, which is suitable for bridge and industrial and civil architecture, and technical feasibility can greatly save construction cost.
Description
Technical field
The present invention relates to foundation engineering field more particularly to a kind of processing methods of armored concrete broken pile.
Background technique
In nowadays foundation engineering field, usually because the factors such as casting concrete interrupts, bored concrete pile sleeve is extracted, cause
There is broken pile in pile body.To overcome the above problem, design a kind of armored concrete broken pile treatment method, by using lower part pile body,
Top pile body section, punchinges, is implanted into reinforcing bar, realizes the connection between upper and lower pile body.This method technical security is feasible, can be greatly
Save construction cost in ground.
Summary of the invention
The technical problems to be solved by the present invention are: how safely and efficiently to realize the technical treatment to broken pile.
In order to solve the above-mentioned technical problem, the invention discloses a kind of processing method of armored concrete broken pile, reinforcing bar is mixed
Solidifying soil broken pile includes lower part pile body, top pile body, section, punchinges, is implanted into reinforcing bar, and lower part pile body is reinforced concrete cast-in-situ stake
Body, complete cast-in-place pile body include top pile body；Top pile body is monolithic reinforced concrete structure, top pile body bottom and lower part stake
It is mingled with section between body；The section causes lower part pile body concrete whole because interrupting concreting when pouring lower part pile body
It coagulates and is formed；The armored concrete broken pile treatment method includes following steps in sequence:
Firstly, by section dabbing and cleaning out；
Then, it opens up and punchinges along section, clean out, and it is wet to sprinkle water；
Finally, to middle implantation reinforcing bar of punchinging, casting concrete is conserved to design strength.
Further, the section 3 needs the dabbing on original concrete, and is opened up punching using pneumatic pick on it, so
Reinforcing bar, casting concrete are implanted into punchinging afterwards.
Further, the lower part pile body and top pile body result in section 3, top because of casting concrete interruption
It before pile body casting concrete, needs 3 dabbing of section, and it is wet to remove waste residue watering.
Further, it after 3 dabbing of section, needs circumferentially to punching on it, right post-installing rebar, then pour mixed
Solidifying soil forms.
Compared with prior art, the present invention can obtain following technical effect: lower part pile body is used only, top pile body, breaks
Face punchinges, is implanted into reinforcing bar, can realize and connect to upper and lower pile body.The technical security is feasible, is avoided that the wasting of resources.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, those of ordinary skill in the art are come
It says, without creative efforts, is also possible to obtain other drawings based on these drawings.
Fig. 1: the structural schematic diagram of the embodiment of the present invention.
Fig. 2: the plan view of the embodiment of the present invention.
In figure: 1. lower part pile body, 2. top pile body, 3. section 4. is punchinged 5. implantation reinforcing bars
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
Referring to Fig. 1, the product of the embodiment of the present invention includes lower part pile body 1, top pile body 2, section 3,4, implantation steel of punchinging
Muscle 5.Lower part pile body 1 is reinforced concrete cast-in-situ pile body, and complete cast-in-place pile body includes top pile body 2；Top pile body 2 is cast-in-place steel
Tendon concrete structure, bottom and lower part pile body 1 are mingled with section 3；Section 3 because interrupting concreting when pouring lower part pile body 1,
Lead to the 1 concrete final set of lower part pile body, thus forms section 3；Section 3 needs the dabbing on original concrete, and makes on it
4 certain depths of punchinging are opened up with pneumatic pick, reinforcing bar 5 are then implanted into 4 punchinging, casting concrete can realize the place to broken pile
Reason.
The application method of the embodiment of the present invention is as follows: referring to Fig. 1 and Fig. 2, by 3 dabbing of section and cleaning out first；So
4 are punchinged along section 3 is radial afterwards, are cleaned out, and it is wet to sprinkle water；Reinforcing bar 5 is finally implanted into 4 to punchinging, casting concrete maintenance
To design strength.
Preferably, lower part pile body 1 used by the embodiment of the present invention and top pile body 2 are led because of casting concrete interruption
Cause forms section 3, before 2 casting concrete of top pile body, needs 3 dabbing of section, and it is wet to remove waste residue watering.
Preferably, after 3 dabbing of section used by the embodiment of the present invention, need circumferentially to punching 4 on it, then plants
Enter reinforcing bar 5, then casting concrete forms.
Claims (5)
1. a kind of processing method of armored concrete broken pile, armored concrete broken pile include lower part pile body (1), top pile body (2),
Section (3) punchinges (4), is implanted into reinforcing bar (5), and lower part pile body (1) is reinforced concrete cast-in-situ pile body, and complete cast-in-place pile body includes
Top pile body (2)；Top pile body (2) is monolithic reinforced concrete structure, between top pile body (2) bottom and lower part pile body (1)
It is mingled with section (3)；The section (3) causes lower part pile body (1) mixed because interrupting concreting when pouring lower part pile body (1)
It coagulates soil final set and is formed；It is characterized by: the armored concrete broken pile treatment method includes following steps in sequence:
Firstly, by section (3) dabbing and cleaning out；
Then, punching (4) are opened up along section (3), cleaned out, and it is wet to sprinkle water；
Finally, to punchinging, (4) are middle to be implanted into reinforcing bar (5), and casting concrete is conserved to design strength.
2. a kind of processing method of armored concrete broken pile according to claim 1, it is characterised in that: the section (3)
The dabbing on original concrete is needed, and opens up punching (4) using pneumatic pick on it, then in (4) middle implantation reinforcing bar of punchinging
(5), casting concrete.
3. a kind of processing method of armored concrete broken pile according to claim 1, it is characterised in that: the lower part stake
Body (1) and top pile body (2) result in section (3) because of casting concrete interruption, before top pile body (2) casting concrete,
It needs section (3) dabbing, and it is wet to remove waste residue watering.
4. a kind of processing method of armored concrete broken pile according to claim 1, it is characterised in that: the section
(3) it after dabbing, needs circumferentially to punching on it (4), right post-installing rebar (5), then casting concrete form.
5. a kind of processing method of armored concrete broken pile according to claim 1, it is characterised in that: the section
(3) it after dabbing, needs radially to punching on it (4), right post-installing rebar (5), then casting concrete form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810847337.4A CN109024568A (en) | 2018-07-27 | 2018-07-27 | A kind of processing method of armored concrete broken pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810847337.4A CN109024568A (en) | 2018-07-27 | 2018-07-27 | A kind of processing method of armored concrete broken pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024568A true CN109024568A (en) | 2018-12-18 |
Family
ID=64646364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810847337.4A Pending CN109024568A (en) | 2018-07-27 | 2018-07-27 | A kind of processing method of armored concrete broken pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024568A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000319876A (en) * | 1999-05-10 | 2000-11-21 | Penta Ocean Constr Co Ltd | Structure for connecting head of steel pipe pile and method for connecting the same |
| CN205688435U (en) * | 2016-06-27 | 2016-11-16 | 黑龙江科技大学 | A kind of broken pile treatment device of cast-in-situ bored pile |
-
2018
- 2018-07-27 CN CN201810847337.4A patent/CN109024568A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000319876A (en) * | 1999-05-10 | 2000-11-21 | Penta Ocean Constr Co Ltd | Structure for connecting head of steel pipe pile and method for connecting the same |
| CN205688435U (en) * | 2016-06-27 | 2016-11-16 | 黑龙江科技大学 | A kind of broken pile treatment device of cast-in-situ bored pile |
Non-Patent Citations (1)
| Title |
|---|
| 张成玉等: ""浅析钻孔灌注桩的断桩处理"", 《科技信息》 * |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |
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| RJ01 | Rejection of invention patent application after publication |