CN110374084A - Prefabricated tubular pile stomidium plugging device and method - Google Patents
Prefabricated tubular pile stomidium plugging device and method Download PDFInfo
- Publication number
- CN110374084A CN110374084A CN201910574195.3A CN201910574195A CN110374084A CN 110374084 A CN110374084 A CN 110374084A CN 201910574195 A CN201910574195 A CN 201910574195A CN 110374084 A CN110374084 A CN 110374084A
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- China
- Prior art keywords
- end plate
- pile
- baffle
- cushion cap
- stomidium
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Classifications
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- 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
- E02D5/223—Details of top sections of foundation piles
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
- Piles And Underground Anchors (AREA)
Abstract
This disclosure relates to prefabricated tubular pile stomidium plugging device and method, the prefabricated tubular pile stomidium plugging device, comprising: pile end plate, middle part have the pile end plate cushion cap for being open and surrounding the opening；Baffle is arranged on the pile end plate cushion cap to cover the opening；Reinforcing support part, the baffle is pressed on the pile end plate cushion cap on the baffle；And fastener, the reinforcing support part, the baffle and the pile end plate cushion cap are detachably fastened together.The disclosure can guarantee that stake holes cleans in full process, so as to avoid borehole cleaning process.
Description
Technical field
This disclosure relates to prefabricated tubular pile stomidium plugging device and method.
Background technique
In the construction of general prefabricated tubular pile, tubular pole can be embedded in soil in most cases, and soil, foreign matter can fall into tubular pole
It is accumulated in hole.It walks process after progress to go to toward to spend a lot of manpower and time borehole cleaning, this is to restrict pile foundation construction efficiency
A great problem.For this problem, this field related invention is often conceived to tool of invention and improves borehole cleaning efficiency, not from root
It is solved the problems, such as on this.
Summary of the invention
The disclosure provides a kind of prefabricated tubular pile stomidium plugging device and method, passes through reusable device and blocks stake end
Hole effectively solves the problems, such as the accumulation of soil, foreign matter in prefabricated tubular pile stake holes, and then borehole cleaning is avoided to work, and optimized construction procedure mentions
High efficiency.
According to the first aspect of the embodiments of the present disclosure, a kind of prefabricated tubular pile stomidium plugging device is provided, comprising: pile end plate,
Middle part has the pile end plate cushion cap for being open and surrounding the opening；Baffle is arranged on the pile end plate cushion cap described to cover
Opening；Reinforcing support part, the baffle is pressed on the pile end plate cushion cap on the baffle；And fastener, by institute
Reinforcing support part, the baffle and the pile end plate cushion cap is stated to be detachably fastened together.
In above-mentioned prefabricated tubular pile stomidium plugging device, the pile end plate cushion cap and the reinforcing support part are equipped with multiple
Screw hole, the fastener are and the matched screw of the screw hole.
In above-mentioned prefabricated tubular pile stomidium plugging device, the pile end plate cushion cap, the baffle and the reinforcing support part
It is regular hexagon shape.
Have in the reinforcing support part of above-mentioned prefabricated tubular pile stomidium plugging device, the regular hexagon by vertex and center
The dowel connected.
In above-mentioned prefabricated tubular pile stomidium plugging device, sealing element is equipped between the baffle and the pile end plate cushion cap.
According to the second aspect of an embodiment of the present disclosure, a kind of prefabricated tubular pile stomidium method for blocking is provided, comprising:
Pile end plate is fastened on to the end of prefabricated tubular pile, makes the opening face prefabricated tubular pile stomidium in the middle part of the pile end plate,
Wherein, there is the pile end plate cushion cap around the opening in the middle part of the pile end plate；Baffle is placed on the pile end plate cushion cap
To cover the opening；Reinforcing support part is placed on the baffle the baffle is pressed on the pile end plate cushion cap；Make
The reinforcing support part, the baffle and the pile end plate cushion cap are detachably fastened together with fastener.
In above-mentioned prefabricated tubular pile stomidium method for blocking, the pile end plate cushion cap and the reinforcing support part are equipped with multiple
Screw hole, the fastener are and the matched screw of the screw hole.
In above-mentioned prefabricated tubular pile stomidium method for blocking, the pile end plate cushion cap, the baffle and the reinforcing support part
It is regular hexagon shape.
In above-mentioned prefabricated tubular pile stomidium method for blocking, the baffle is plank or metal plate.
In above-mentioned prefabricated tubular pile stomidium method for blocking, sealing element is equipped between the baffle and the pile end plate cushion cap.
The disclosure devises reusable Demountable by adjusting the structure of pile end plate, by blocking stake
Stomidium effectively solves the problems, such as the accumulation of soil, foreign matter in prefabricated tubular pile stake holes, so that borehole cleaning process is avoided, optimized construction procedure,
Improve production efficiency.Baffle can be used scene and put template construct aside as useless in the disclosure, be simple to manufacture, and expense is low, embody waste benefit
Green construction is furthermore achieved in spirit.Disclosure structure is simple, reliable, easy-to-use, low in cost, optimizes construction party
Method improves construction efficiency, have the characteristics that it is easy to use, be easy to grasp, it is high-efficient, more economical.
Detailed description of the invention
The disclosure is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 shows the perspective view that operating condition is blocked according to the pile end plate of one embodiment of the disclosure.
Fig. 2 shows the sectional views that pile end plate shown in FIG. 1 blocks operating condition.
Fig. 3 shows the structural schematic diagram of the pile end plate of one embodiment according to the disclosure.
Fig. 4 shows the reinforcing support part structural schematic diagram according to one embodiment of the disclosure.
Specific embodiment
Such as Fig. 1 and 2, prefabricated tubular pile stomidium plugging device includes pile end plate 1, reinforcing support part 4, baffle 5, fastener etc..
Have such as Fig. 3, in the middle part of pile end plate 1 be open and around the opening pile end plate cushion cap 9, pile end plate cushion cap 9 is equipped with multiple spiral shells
Wire hole 8.The opening that pile end plate 1 is covered on pile end plate cushion cap 9 is arranged in baffle 5.Such as Fig. 4, reinforcing support part 4 is set to baffle 5
On, baffle 5 is pressed on pile end plate cushion cap 9, reinforcing support part 4 is equipped with multiple screw holes 3.On reinforcing support part 4
8 face of screw hole on screw hole 3 and pile end plate cushion cap 9 can be used as the screw of fastener for reinforcing support part 4, baffle 5 and stake
End plate cushion cap 9 is detachably fastened together.
In a kind of possible embodiment, reinforcing support part 4, baffle 5 and pile end plate cushion cap 9 are regular hexagon shape
Shape.Wherein the reinforcing support part 4 of regular hexagon has the dowel for connecting vertex and center.
It is necessary to determine whether to need to prevent stake holes from seeping water according to construction.It, then can be in baffle 5 and stake if you need to be sealed setting
Sealing element is set between 9 on end plate cushion cap, which can be used flexible glue seal ring.
Prefabricated tubular pile stomidium method for blocking the following steps are included:
Step 1, the end of prefabricated tubular pile pile body 7 is installed in by the anchor hole 2 on pile end plate 1, and makes pile end plate 1
The opening face prefabricated tubular pile stomidium at middle part, wherein there is the spacing collar 6 for the effect of being connected and fixed on pile body 7.
Step 2, the rubber O-ring seal as sealing element is placed on 9 on pile end plate cushion cap.
Step 3, baffle 5 is placed on sealing element, to cover the opening of pile end plate 1, wherein baffle 5 can be existing by constructing
The discarded template in field is cut, can also special configuration metal plate.
Step 4, reinforcing support part 4 is placed on baffle 5 baffle 5 to be pressed on pile end plate cushion cap 9.
Step 5, reinforcing support part 4, baffle 5 and pile end plate cushion cap 9 are detachably fastened together using screw.Glue stops
Water ring is closely knit under the pressing of reinforcing support part 4, baffle 5 and pile end plate cushion cap 9, realizes sealing effect.
Stake holes is completed to block at this time, can carry out pile sinking operation.According to design requirement, pile body is divided into bury and exposed one completely
First two operating condition of part stake, since closure is completed in stake holes, soil, foreign matter etc. be will not fall into hole under this two kinds of operating conditions.?
Under the operating condition for having installed seal ring additional, muddy water, sewage can not also penetrate into.Certainly, it can not also be held in baffle 5 and pile end plate without sealing
Rubber O-ring seal is set between platform 9.
It is completed wait drive piles, the next step can be entered as needed after the assay was approved, such as cut stake.At this time by reinforcement branch
Screw is removed in the screw hole 3 of support member 4, i.e., dismountable entire plugging device, can be put in storage after simple-to-maintain and be remained next engineering and make
With.
The prefabricated tubular pile stomidium plugging device and method of the disclosure can guarantee that stake holes cleans in full process, to avoid
Borehole cleaning process.
Claims (10)
1. a kind of prefabricated tubular pile stomidium plugging device characterized by comprising
Pile end plate, middle part have the pile end plate cushion cap for being open and surrounding the opening；
Baffle is arranged on the pile end plate cushion cap to cover the opening；
Reinforcing support part, the baffle is pressed on the pile end plate cushion cap on the baffle；With
The reinforcing support part, the baffle and the pile end plate cushion cap are detachably fastened together by fastener.
2. prefabricated tubular pile stomidium plugging device according to claim 1, which is characterized in that the pile end plate cushion cap and described
Reinforcing support part is equipped with multiple screw holes, and the fastener is and the matched screw of the screw hole.
3. prefabricated tubular pile stomidium plugging device according to claim 1, which is characterized in that the pile end plate cushion cap, described
Baffle and the reinforcing support part are regular hexagon shape.
4. prefabricated tubular pile stomidium plugging device according to claim 3, which is characterized in that the reinforcement branch of the regular hexagon
Support member has the dowel for connecting vertex and center.
5. prefabricated tubular pile stomidium plugging device according to any one of claims 1 to 4, which is characterized in that the baffle and
Sealing element is equipped between the pile end plate cushion cap.
6. a kind of prefabricated tubular pile stomidium method for blocking characterized by comprising
Pile end plate is fastened on to the end of prefabricated tubular pile, makes the opening face prefabricated tubular pile stomidium in the middle part of the pile end plate, wherein
There is the pile end plate cushion cap around the opening in the middle part of the pile end plate；
Baffle is placed on the pile end plate cushion cap to cover the opening；
Reinforcing support part is placed on the baffle the baffle is pressed on the pile end plate cushion cap；
The reinforcing support part, the baffle and the pile end plate cushion cap are detachably fastened together using fastener.
7. prefabricated tubular pile stomidium method for blocking according to claim 6, which is characterized in that the pile end plate cushion cap and described
Reinforcing support part is equipped with multiple screw holes, and the fastener is and the matched screw of the screw hole.
8. prefabricated tubular pile stomidium method for blocking according to claim 6, which is characterized in that the pile end plate cushion cap, described
Baffle and the reinforcing support part are regular hexagon shape.
9. prefabricated tubular pile stomidium method for blocking according to claim 6, which is characterized in that the baffle is plank or metal
Plate.
10. according to the described in any item prefabricated tubular pile stomidium method for blocking of claim 6~9, which is characterized in that the baffle and
Sealing element is equipped between the pile end plate cushion cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910574195.3A CN110374084A (en) | 2019-06-28 | 2019-06-28 | Prefabricated tubular pile stomidium plugging device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910574195.3A CN110374084A (en) | 2019-06-28 | 2019-06-28 | Prefabricated tubular pile stomidium plugging device and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110374084A true CN110374084A (en) | 2019-10-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910574195.3A Pending CN110374084A (en) | 2019-06-28 | 2019-06-28 | Prefabricated tubular pile stomidium plugging device and method |
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| CN (1) | CN110374084A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075224A (en) * | 2022-07-12 | 2022-09-20 | 中建八局第一建设有限公司 | Steel-flexible combined multifunctional baffle plate for precast tubular pile and implementation method |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0941370A (en) * | 1995-07-28 | 1997-02-10 | Shimizu Corp | Increasing method of bearing power of existing pile by new steel-pipe pile |
| CN203729295U (en) * | 2013-12-24 | 2014-07-23 | 绿地控股集团有限公司 | Pile head protection device |
| CN204608772U (en) * | 2015-04-17 | 2015-09-02 | 上海三凯建设管理咨询有限公司 | A kind of have the piling strtucture keeping off native function |
| CN205636735U (en) * | 2016-04-26 | 2016-10-12 | 江苏仪征苏中建设有限公司 | But secondary is used as in advance stake hole guard plate that core layer board was filled out to stress tube stake pile bolck |
| CN205712089U (en) * | 2016-04-22 | 2016-11-23 | 江苏兴厦建设工程集团有限公司 | A kind of pre-stress hollow square pile |
| CN205907720U (en) * | 2016-06-16 | 2017-01-25 | 昆明顺弘水泥制管制品有限公司 | Concrete sealing well lid |
| CN206428694U (en) * | 2016-12-30 | 2017-08-22 | 上海三凯建设管理咨询有限公司 | A kind of Prefabricated hollow pile of dash soil |
| CN107288125A (en) * | 2017-06-30 | 2017-10-24 | 上海二十冶建设有限公司 | Prefabricated pile stake core anti-blocking method |
| CN206667231U (en) * | 2016-12-30 | 2017-11-24 | 上海三凯建设管理咨询有限公司 | A kind of precast hollow pile tube |
| CN206667242U (en) * | 2016-12-30 | 2017-11-24 | 上海三凯建设管理咨询有限公司 | A kind of closed type hollow shell pill |
| CN108625357A (en) * | 2018-06-28 | 2018-10-09 | 唐山曹妃甸二十二冶工程技术有限公司 | PHC pile piles |
| CN208685607U (en) * | 2018-05-19 | 2019-04-02 | 江苏地基工程有限公司 | A kind of PHC tubular pole aperture plugging structure |
| CN109723077A (en) * | 2017-10-31 | 2019-05-07 | 中国二十冶集团有限公司 | Prevent the method that pile for prestressed pipe stake core bore blocks when bearing platform construction |
-
2019
- 2019-06-28 CN CN201910574195.3A patent/CN110374084A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0941370A (en) * | 1995-07-28 | 1997-02-10 | Shimizu Corp | Increasing method of bearing power of existing pile by new steel-pipe pile |
| CN203729295U (en) * | 2013-12-24 | 2014-07-23 | 绿地控股集团有限公司 | Pile head protection device |
| CN204608772U (en) * | 2015-04-17 | 2015-09-02 | 上海三凯建设管理咨询有限公司 | A kind of have the piling strtucture keeping off native function |
| CN205712089U (en) * | 2016-04-22 | 2016-11-23 | 江苏兴厦建设工程集团有限公司 | A kind of pre-stress hollow square pile |
| CN205636735U (en) * | 2016-04-26 | 2016-10-12 | 江苏仪征苏中建设有限公司 | But secondary is used as in advance stake hole guard plate that core layer board was filled out to stress tube stake pile bolck |
| CN205907720U (en) * | 2016-06-16 | 2017-01-25 | 昆明顺弘水泥制管制品有限公司 | Concrete sealing well lid |
| CN206428694U (en) * | 2016-12-30 | 2017-08-22 | 上海三凯建设管理咨询有限公司 | A kind of Prefabricated hollow pile of dash soil |
| CN206667231U (en) * | 2016-12-30 | 2017-11-24 | 上海三凯建设管理咨询有限公司 | A kind of precast hollow pile tube |
| CN206667242U (en) * | 2016-12-30 | 2017-11-24 | 上海三凯建设管理咨询有限公司 | A kind of closed type hollow shell pill |
| CN107288125A (en) * | 2017-06-30 | 2017-10-24 | 上海二十冶建设有限公司 | Prefabricated pile stake core anti-blocking method |
| CN109723077A (en) * | 2017-10-31 | 2019-05-07 | 中国二十冶集团有限公司 | Prevent the method that pile for prestressed pipe stake core bore blocks when bearing platform construction |
| CN208685607U (en) * | 2018-05-19 | 2019-04-02 | 江苏地基工程有限公司 | A kind of PHC tubular pole aperture plugging structure |
| CN108625357A (en) * | 2018-06-28 | 2018-10-09 | 唐山曹妃甸二十二冶工程技术有限公司 | PHC pile piles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075224A (en) * | 2022-07-12 | 2022-09-20 | 中建八局第一建设有限公司 | Steel-flexible combined multifunctional baffle plate for precast tubular pile and implementation method |
| CN115075224B (en) * | 2022-07-12 | 2023-07-07 | 中建八局第一建设有限公司 | Steel-flexible combined multifunctional baffle for prefabricated pipe piles and implementation method |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191025 |
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| RJ01 | Rejection of invention patent application after publication |