CN106245666B - A kind of piling Technology - Google Patents
A kind of piling Technology Download PDFInfo
- Publication number
- CN106245666B CN106245666B CN201610610955.8A CN201610610955A CN106245666B CN 106245666 B CN106245666 B CN 106245666B CN 201610610955 A CN201610610955 A CN 201610610955A CN 106245666 B CN106245666 B CN 106245666B
- Authority
- CN
- China
- Prior art keywords
- casing
- arc
- reaming bit
- drilling
- bevel edge
- 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.)
- Expired - Fee Related
Links
- 238000005516 engineering process Methods 0.000 title abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 20
- 238000005553 drilling Methods 0.000 claims abstract description 16
- 238000000034 method Methods 0.000 claims abstract description 10
- 230000001681 protective effect Effects 0.000 claims abstract description 6
- 238000012545 processing Methods 0.000 claims abstract description 5
- 238000003780 insertion Methods 0.000 claims abstract description 4
- 230000037431 insertion Effects 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 230000010412 perfusion Effects 0.000 claims description 2
- 238000009411 base construction Methods 0.000 claims 1
- 238000000605 extraction Methods 0.000 abstract description 4
- 239000011435 rock Substances 0.000 description 3
- 238000009432 framing Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- BGOFCVIGEYGEOF-UJPOAAIJSA-N helicin Chemical compound O[C@@H]1[C@@H](O)[C@H](O)[C@@H](CO)O[C@H]1OC1=CC=CC=C1C=O BGOFCVIGEYGEOF-UJPOAAIJSA-N 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- 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
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The present invention relates to a kind of construction method, specially a kind of piling Technology.The technical issues of present invention is in order to solve the construction of the pile foundation hole in soft foundation, provides a kind of piling Technology.It is drilled using reaming bit to ground, casing is set on the outside of reaming bit, gap is 2-4cm between the drilling diameter and casing diameter of reaming bit, during reaming bit is drilled down into, arc backplate is added piecewise in gap between casing and ground, the direction of arc backplate insertion is consistent with the direction that drill bit rotates, in reaming bit drilling process, casing inside is carried out using water to wash away processing, and mud extraction will be constantly washed away with pump, after drilling, drill bit and casing are extracted out, arc protective board group is at a complete combined fender pile hole cylinder, finally it is irrigated concrete construction.
Description
Technical field
The present invention relates to a kind of construction method, specially a kind of piling Technology.
Background technique
In high-building construction, before architecture construction, requires piling and do basis, then carry out Construction of High-rise again.
By the pile framing of stake and connection stake top, the deep foundation of composition or the single-pile foundation being connect by column with pile foundation, abbreviation pile foundation.High level is built
In building, pile foundation is widely used.Pile foundation construction, after column pile body is made with armored concrete, steel, timber etc., with pile sinking machinery
It squeezes into or is pressed into stratum until being poured again after solid soil, or first pore-forming and build up concrete column shape pile body, reinforce pile framing whereby
The technique of bearing capacity.The construction master operation of bored concrete pile is pore-forming and concrete perfusion.It is poor for pile foundation geological conditions, such as exist
Fine sand layer in some depth is in loose condition (of surface), and serious broken (drilling is locally present in strongly weathered sand-rock and middle weathered rock formation
Coring is in chunky shape or fragment shape)；Fine sand layer and broken rock all belong to unfavorable geology, easily leak in boring procedure
Slurry, hole wall phenomena such as collapsing, it is serious still to have the appearance of the case where a large amount of rubbles landing when two is clear, or even collapse hole occur and cause to protect
Cylinder periphery surface depression.To guarantee the smooth pore-forming of pile foundation construction and pile quality, it is necessary to take measures to add pile foundation surrounding
Gu.In existing building foundation construction technology, using slurry injection technique to it is flabbiness ground strengthened be a kind of relatively conventional way.For
The reinforcing of pile foundation also has document to point out that the technology that can use slip casting reinforces pile foundation.
But above-mentioned construction thinking needs material resources of employing a tremendous amount of manpower, construction efficiency is lower.Especially grouting method, if right
Geologic structure detection is unknown, and slip casting is uneven, and ground is made to have local change, has place not inject, increases difficulty of construction.Thus
We need to design a kind of technology that supporting is quickly carried out to pile foundation hole.
Summary of the invention
The technical issues of present invention is in order to solve the construction of the pile foundation hole in soft foundation, provides a kind of pile foundation construction skill
Art.
The technical scheme is that a kind of piling Technology, drills to ground using reaming bit, in reaming
Casing is set on the outside of drill bit, gap is 2-4cm between the drilling diameter and casing diameter of reaming bit, is drilled down into reaming bit
During, arc backplate is added in the gap between casing and ground piecewise, the arc backplate is quadrangle, described
Four sides be divided into bevel edge, lower bevel edge, left bevel edge, right bevel edge, the upper bevel edge or lower bevel edge angle with horizontal plane be,
The arc line shaped that the orthographic projection of the arc backplate is presented, and the circle where camber line is located at horizontal plane, camber line pair angle be
40-60 °, arc guard plate thickness 2cm, the direction of arc backplate insertion is consistent with the direction that drill bit rotates, and creeps into reaming bit
In the process, casing inside is carried out using water washing away processing, and will constantly washes away mud extraction with pump, it, will after drilling
Drill bit and casing extraction, arc protective board group are finally irrigated concrete construction at a complete combined fender pile hole cylinder.
Compared with prior art, conceptual design of the present invention is reasonable, is held using ceramics or plastics or tile etc.
Arc backplate is made in the material of easy processing, and during drill bit drilling, arc backplate is sent into drilling section by section, forms one
Spiral helicine combination casing.All arc backplates are stitched together mutually, form a cylindrical shape, mutually squeeze can be formed to
The tubular article of anti-certain pressure effectively prevent drilling to collapse, and gains time for filling concrete and solidification, primary to construct
Pore-forming, pile foundation construction operation can be carried out by carrying out reprocessing without device to hole, improve construction efficiency and hole quality.
Detailed description of the invention
Fig. 1 is constructing structure schematic diagram of the present invention
Fig. 2 is the hardened composition of arc protective
Fig. 3 is the top view of Fig. 2
Fig. 4 is the internal structure chart after pore-forming
In figure: 1- ground, 2- reaming bit, 3- casing, 4- arc backplate.
Specific embodiment
As schematically shown in Figure 1, a kind of piling Technology drills to ground 1 using reaming bit 2, in reaming bit 2
Outside sets casing 3, and gap is 2-4cm between 3 diameter of drilling diameter and casing of reaming bit 2, is drilled down into reaming bit 2
During, arc backplate 4 is added piecewise in the gap between casing 3 and ground 1, as schematically shown in Figure 2, the arc protective
Plate 4 is quadrangle, and four sides are divided into bevel edge a, lower bevel edge c, left bevel edge d, right bevel edge b, as schematically shown in Figure 3, described
Upper bevel edge a or lower bevel edge c angle with horizontal plane be the arc line shaped that the orthographic projection of the arc backplate 4 is presented, and camber line
The circle at place is located at horizontal plane, camber line pair angle be 40-60 °, arc guard plate thickness 2cm, the side of arc backplate insertion
To consistent with the direction that drill bit rotates, in reaming bit drilling process, casing inside carried out using water to wash away processing, is used in combination
Pump will constantly wash away mud extraction, after drilling, drill bit and casing be extracted out, as schematically shown in Figure 4, arc protective board group is at one
A complete combined fender pile hole cylinder, is finally irrigated concrete construction.
Claims (1)
1. a kind of pile base construction method sets shield it is characterized in that drilling using reaming bit to ground on the outside of reaming bit
Cylinder, gap is 2-4cm between the drilling diameter and casing diameter of reaming bit, during reaming bit is drilled down into,
Arc backplate, the direction of arc backplate insertion and the direction one of drill bit rotation is added in gap between casing and ground piecewise
It causes, in reaming bit drilling process, casing inside is carried out using water to wash away processing, and will constantly wash away mud with pump and take out
Out, after drilling, drill bit and casing are extracted out, arc protective board group is most laggard at a complete combined fender pile hole cylinder
The construction of row concrete perfusion, the arc backplate are quadrangle, and four sides are divided into bevel edge, lower bevel edge, left bevel edge, the right side tiltedly
Side, the upper bevel edge or lower bevel edge angle with horizontal plane are the arc line shaped that the orthographic projection of the arc backplate is presented, and
Circle where camber line is located at horizontal plane, camber line pair angle be 40-60 °, arc guard plate thickness 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610610955.8A CN106245666B (en) | 2016-07-30 | 2016-07-30 | A kind of piling Technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610610955.8A CN106245666B (en) | 2016-07-30 | 2016-07-30 | A kind of piling Technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106245666A CN106245666A (en) | 2016-12-21 |
| CN106245666B true CN106245666B (en) | 2019-01-15 |
Family
ID=57605001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610610955.8A Expired - Fee Related CN106245666B (en) | 2016-07-30 | 2016-07-30 | A kind of piling Technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106245666B (en) |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004092025A (en) * | 2002-08-29 | 2004-03-25 | Daia Soil Kk | Foundation pile and construction method thereof |
| CN103526747B (en) * | 2013-09-26 | 2016-05-18 | 浙江钱塘江水利建筑工程公司 | Morning and evening tides environmental impact pore-creating filling pile construction |
| CN105178291B (en) * | 2015-08-21 | 2017-01-25 | 中国路桥工程有限责任公司 | Large pile foundation construction method |
| CN205314093U (en) * | 2016-01-12 | 2016-06-15 | 中国建筑第二工程局有限公司 | Foundation pit supporting structure of pile |
-
2016
- 2016-07-30 CN CN201610610955.8A patent/CN106245666B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN106245666A (en) | 2016-12-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20181129 Address after: 311202 Beigan Street Industrial Park, Xiaoshan District, Hangzhou City, Zhejiang Province (Xingyi Village) Applicant after: Hangzhou Xiaoshan Zhijiang Foundation Engineering Co., Ltd. Address before: 100010 Xueyuan Road, Haidian District, Beijing, No. 115 Applicant before: Zhang Hui |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190115 Termination date: 20200730 |
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| CF01 | Termination of patent right due to non-payment of annual fee |