CN106149681A - Combined type pile foundation construction treatment of the earth and combined type pile foundation construction process - Google Patents
Combined type pile foundation construction treatment of the earth and combined type pile foundation construction process Download PDFInfo
- Publication number
- CN106149681A CN106149681A CN201610750995.2A CN201610750995A CN106149681A CN 106149681 A CN106149681 A CN 106149681A CN 201610750995 A CN201610750995 A CN 201610750995A CN 106149681 A CN106149681 A CN 106149681A
- Authority
- CN
- China
- Prior art keywords
- mud
- stake holes
- external pipeline
- pile foundation
- foundation construction
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims description 6
- 239000002002 slurry Substances 0.000 claims abstract description 10
- 239000013049 sediment Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 238000009412 basement excavation Methods 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 5
- 238000004062 sedimentation Methods 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 claims description 3
- 230000001737 promoting effect Effects 0.000 claims description 2
- 239000002699 waste material Substances 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 239000010802 sludge Substances 0.000 abstract description 2
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 7
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 7
- 229920002472 Starch Polymers 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/08—Removing obstacles
Landscapes
- 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)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of combined type pile foundation construction treatment of the earth, including the first stake holes, mud-settling pit, mud standby pool and the second stake holes, oblique groove is used to turn between first stake holes and mud-settling pit, mud-settling pit and mud standby pool use the first external pipeline to connect, first external pipeline is configured with pump and filter screen, described mud standby pool is connected with the second external pipeline, second external pipeline is configured with pump, second Puncture Tube road has the outlet towards the second stake holes, second stake holes and mud-settling pit are configured with the 3rd external pipeline, 3rd external pipeline is configured with pump.Present invention also offers the construction technology using combined type pile foundation construction treatment of the earth to implement.This programme can reduce the outer freight volume of the waste residue that boring is formed, and accelerates stake holes clear hole speed, uses the impact sludge slurry clear hole of direct circulation, and retaining wall effect is good, and sediment at the bottom of hole can effectively control, and can be substantially reduced cost.
Description
Technical field
The present invention relates to a kind of combined type pile foundation construction treatment of the earth.The invention still further relates to a kind of employing combined type pile foundation to execute
The construction technology that workshop ground structure is implemented.
Background technology
Needing in the construction of conventional overhead road surface or overpass to set stake holes in a large number, these stake holes go out in pore forming process
Now a large amount of waste residues need carrying, and the waste residue in stake holes is often difficult to remove, and causes the quality of pile foundation to go wrong.
Content of the invention
In view of the deficiency of prior art, the technical problem to be solved is to provide one can reduce waste residue, quickening
The combined type pile foundation construction treatment of the earth of speed of application.Present invention also offers employing combined type pile foundation construction treatment of the earth to implement
Construction technology.
To this end, the technical scheme is that the first stake holes, the mud including the impact drilling being laterally sequentially distributed and being formed
Slurry sedimentation basin, mud standby pool and churning driven boring form the second stake holes, use between described first stake holes and mud-settling pit
Oblique groove turns on, and oblique groove is in high, the low distribution of the other end near first stake holes one end, and described mud-settling pit is standby with mud
Being connected by the passage of pond employing configuration filter screen, described first stake holes is turned on by the first external pipeline with mud-settling pit, and first
External pipeline configures by the pump by mud-water conveying to the first stake holes, and described mud standby pool is connected with the second external pipeline, and second
External pipeline is configured with pump, and the second Puncture Tube road has the outlet towards the second stake holes, described second stake holes and mud-settling pit
Being configured with the 3rd external pipeline, the 3rd external pipeline is configured with pump.
Present invention also offers the combined type pile foundation construction process using combined type pile foundation construction treatment of the earth to implement, including
A, impact are bored and churning driven is placed in the position of need to construct described first stake holes and the second stake holes, dig out mud-settling pit and mud
Slurry standby pool；Excavation the first stake holes is bored in B, employing impact, uses churning driven to excavate the second stake holes；Excavation the first stake holes is bored in C, impact
When inject water, promote water and excavation formed earth be mixed to form mud, the mud of spilling enters mud along described oblique groove
Slurry sedimentation basin, mud is through being transported to mud standby pool by configuring the passage of filter screen after precipitation, and period mud passed through
The filtration of filter screen, impact bores excavation to using after certain depth the first external pipeline that the muddy water in mud standby pool is pumped into the
One stake holes carries out clear hole；When D, churning driven excavation the second stake holes are to certain depth, extract churning driven drilling rod, then external by second
Pipeline inserts bottom the second stake holes, and the 3rd external pipeline is connected mud-settling pit and the second stake holes, starts pump and promotes mud standby
Inject muddy water with pond bottom the second stake holes, and the second stake holes by the 3rd external pipeline to mud-settling pit slurry conveyed, by
This completes clear hole to the second stake holes；E, concrete perfusion complete pile foundation construction.
The present invention can reduce the outer freight volume of the waste residue that boring is formed, and accelerates stake holes clear hole speed, uses impact sludge just to starch
Circulation cleaning hole, retaining wall effect is good, and sediment at the bottom of hole can effectively control, and can be substantially reduced cost.
Brief description
The structural representation of the combined type pile foundation construction treatment of the earth that Fig. 1 provides for the present invention.
Detailed description of the invention
Shown in reference Fig. 1, the combined type pile foundation construction treatment of the earth that the present invention provides, including the impact being laterally sequentially distributed
The first stake holes the 1st, mud-settling pit the 2nd, mud standby pool 3 that boring is formed and churning driven boring form the second stake holes 4, and described the
Using oblique groove 5 to turn between one stake holes 1 and mud-settling pit 2, oblique groove 5 is high in close first stake holes 1 one end, another
Holding low distribution, described mud-settling pit 2 and mud standby pool 3 use the passage of configuration filter screen to connect, described first stake holes 1 and mud
Slurry sedimentation basin 2 is turned on by the first external pipeline 6, and the first external pipeline 6 configures by the pump by mud-water conveying to the first stake holes 1,
Described mud standby pool 3 is connected with the second external pipeline 7, and the second external pipeline 7 is configured with pump, and the second external pipeline 7 has court
To the outlet of the second stake holes 4, described second stake holes 4 is configured with the 3rd external pipeline 8, the 3rd external pipeline 8 with mud-settling pit 2
It is configured with pump.
The combined type pile foundation construction process using above-mentioned combined type pile foundation construction treatment of the earth enforcement that the present invention provides, bag
Include A, impact is bored and churning driven is placed in the position of need to construct described first stake holes 1 and the second stake holes 4, digs out mud-settling pit
2 and mud standby pool 3；Excavation the first stake holes 1 is bored in B, employing impact, uses churning driven to excavate the second stake holes 4；Excavation is bored in C, impact
Injecting water during the first stake holes 1, the earth promoting water and excavation to be formed is mixed to form mud, and the mud of spilling is along described oblique ditch
Groove 5 enters mud-settling pit 2, mud through precipitation after through being transported to mud standby pool 3, period by configuring the passage of filter screen
Mud is through the filtration of screen pack, and impact is bored excavation and used the first external pipeline 6 by mud standby pool 3 after certain depth
Muddy water is pumped into the first stake holes 1 and carries out clear hole；When D, churning driven excavation the second stake holes 4 arrive certain depth, extract churning driven drilling rod,
Then the second external pipeline 7 is inserted bottom the second stake holes 4, the 3rd external pipeline 8 is connected mud-settling pit 2 and the second stake holes
4, start pump and promote mud standby pool 3 to inject muddy water bottom the second stake holes 4, and the second stake holes 4 pass through the 3rd external pipeline 8 to
Mud-settling pit 2 slurry conveyed, thus completes clear hole to the second stake holes 4；E, concrete perfusion complete pile foundation construction.
Claims (2)
1. a combined type pile foundation construction treatment of the earth, is characterized in that: include what the impact drilling being laterally sequentially distributed was formed
First stake holes, mud-settling pit, mud standby pool and churning driven boring form the second stake holes, described first stake holes and mud sediment
Using oblique groove to turn between pond, oblique groove is in high, the low distribution of the other end, described mud sediment near first stake holes one end
Pond and mud standby pool use the passage of configuration filter screen to connect, and described first stake holes passes through the first external pipeline with mud-settling pit
Conducting, the first external pipeline configures by the pump by mud-water conveying to the first stake holes, and it is external that described mud standby pool is connected with second
Pipeline, the second external pipeline is configured with pump, and the second Puncture Tube road has the outlet towards the second stake holes, described second stake holes and mud
Slurry sedimentation basin is configured with the 3rd external pipeline, and the 3rd external pipeline is configured with pump.
2. use the combined type pile foundation construction process that combined type pile foundation construction treatment of the earth described in claim 1 is implemented, its
Feature is: includes that A, impact bore and churning driven is placed in the position of need to construct described first stake holes and the second stake holes, digs out mud
Slurry sedimentation basin and mud standby pool；Excavation the first stake holes is bored in B, employing impact, uses churning driven to excavate the second stake holes；C, impact are bored
Injecting water when excavating the first stake holes, the earth promoting water and excavation to be formed is mixed to form mud, the mud of spilling along described tiltedly
Enter mud-settling pit to groove, mud through precipitation after through being transported to mud standby pool, phase by configuring the passage of filter screen
Between mud through the filtration of screen pack, impact is bored excavation and is used the first external pipeline by mud standby pool after certain depth
Muddy water is pumped into the first stake holes and carries out clear hole；When D, churning driven excavation the second stake holes are to certain depth, extract churning driven drilling rod, so
After insert the second external pipeline bottom the second stake holes, the 3rd external pipeline is connected mud-settling pit and the second stake holes, starts
Pump promotes mud standby pool to inject muddy water bottom the second stake holes, and the second stake holes passes through the 3rd external pipeline to mud-settling pit
Slurry conveyed, thus completes clear hole to the second stake holes；E, concrete perfusion complete pile foundation construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610750995.2A CN106149681A (en) | 2016-08-30 | 2016-08-30 | Combined type pile foundation construction treatment of the earth and combined type pile foundation construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610750995.2A CN106149681A (en) | 2016-08-30 | 2016-08-30 | Combined type pile foundation construction treatment of the earth and combined type pile foundation construction process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106149681A true CN106149681A (en) | 2016-11-23 |
Family
ID=57343772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610750995.2A Pending CN106149681A (en) | 2016-08-30 | 2016-08-30 | Combined type pile foundation construction treatment of the earth and combined type pile foundation construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106149681A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809910A (en) * | 2022-05-31 | 2022-07-29 | 中国十九冶集团有限公司 | Composite hole forming method for friction pile foundation hole forming |
| CN115012807A (en) * | 2022-05-11 | 2022-09-06 | 山东电力工程咨询院有限公司 | Construction process of slurry retaining wall cast-in-place pile of rotary drilling rig |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5125464A (en) * | 1988-07-28 | 1992-06-30 | Cogema | Drilling device for the study and exploitation of the subsoil |
| CN1149662A (en) * | 1996-09-19 | 1997-05-14 | 薛仁定 | Positive and negative circulation impact holing method |
| CN203655190U (en) * | 2013-09-29 | 2014-06-18 | 深圳市工勘岩土工程有限公司 | Hole cleaning equipment for cast-in-place bored pile |
| CN105804059A (en) * | 2014-12-31 | 2016-07-27 | 上海市机械施工集团有限公司 | Cast-in-situ bored pile hole-forming device and method |
| CN206052694U (en) * | 2016-08-30 | 2017-03-29 | 泰昌建设有限公司 | Combined type pile foundation construction treatment of the earth |
-
2016
- 2016-08-30 CN CN201610750995.2A patent/CN106149681A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5125464A (en) * | 1988-07-28 | 1992-06-30 | Cogema | Drilling device for the study and exploitation of the subsoil |
| CN1149662A (en) * | 1996-09-19 | 1997-05-14 | 薛仁定 | Positive and negative circulation impact holing method |
| CN203655190U (en) * | 2013-09-29 | 2014-06-18 | 深圳市工勘岩土工程有限公司 | Hole cleaning equipment for cast-in-place bored pile |
| CN105804059A (en) * | 2014-12-31 | 2016-07-27 | 上海市机械施工集团有限公司 | Cast-in-situ bored pile hole-forming device and method |
| CN206052694U (en) * | 2016-08-30 | 2017-03-29 | 泰昌建设有限公司 | Combined type pile foundation construction treatment of the earth |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012807A (en) * | 2022-05-11 | 2022-09-06 | 山东电力工程咨询院有限公司 | Construction process of slurry retaining wall cast-in-place pile of rotary drilling rig |
| CN115012807B (en) * | 2022-05-11 | 2025-07-25 | 山东电力工程咨询院有限公司 | Construction process of slurry wall-protecting cast-in-place pile of rotary drilling rig |
| CN114809910A (en) * | 2022-05-31 | 2022-07-29 | 中国十九冶集团有限公司 | Composite hole forming method for friction pile foundation hole forming |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161123 |
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| RJ01 | Rejection of invention patent application after publication |