CN109024559A - A kind of hollow bamboo joint pile of architectural engineering concrete special - Google Patents
A kind of hollow bamboo joint pile of architectural engineering concrete special Download PDFInfo
- Publication number
- CN109024559A CN109024559A CN201810891750.0A CN201810891750A CN109024559A CN 109024559 A CN109024559 A CN 109024559A CN 201810891750 A CN201810891750 A CN 201810891750A CN 109024559 A CN109024559 A CN 109024559A
- Authority
- CN
- China
- Prior art keywords
- pile body
- convex block
- bulge loop
- outer pile
- circle
- 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
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
- E02D5/24—Prefabricated piles
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)
- Piles And Underground Anchors (AREA)
Abstract
The invention proposes a kind of hollow bamboo joint piles of architectural engineering concrete special, including outer pile body, interior pile body, splicing ring, cover board and reinforcing bar；The outer pile body coaxial arrangement of adjacent two, the second fixed ring of one of them outer pile body and the first fixed ring of another outer pile body are pressed on the upper and lower ends of splicing ring main body respectively, and are locked by bolt, and stop collar is fitted on the inner wall of outer pile body；Plate is pressed on the top of outer pile body, and the bottom of cover board is equipped with chock, and chock is pressed on interior pile body, is locked between cover board and outer pile body by bolt, and bearing capacity of the present invention is strong, and stability is high, and construction efficiency is high, and cost is low.
Description
Technical field
The present invention relates to a kind of bamboo joint pile, in particular to a kind of hollow bamboo joint pile of architectural engineering concrete special.
Background technique
Bamboo joint pile has a wide range of applications in coastal soft clay area, and the clay distribution feature of soft clay area is above to cover weak soil
Layer is thicker, and supporting course is deeper, and foundation soil water content is high, and bearing capacity is lower.Thus, in order to reach the bearing capacity energy of design requirement
Power generally requires long or increase and realize by the way of stake diameter using increasing considerably stake.Pile body sinks in order to prevent, bamboo joint pile
Bottom is often plane, this is relatively elaborate when resulting in driving piles, in addition, in the prior art, bamboo joint pile only leans on surrounding soil layer to it
Extruding force realize fix, thus there is a problem of that stability is bad, after using for a longer period bamboo joint pile be easy to happen inclination,
Phenomena such as shaking.
Patent CN201710171680.7 discloses a kind of bamboo joint pile, belongs to technical field of buildings.It solves existing bamboo joint pile
It is easy to happen the technical problems such as inclination, shaking after using for a longer period.This bamboo joint pile includes pile body, and pile body is cylindrical, pile body
Bottom there is cone boss, the outer diameter at the top of cone boss is greater than the outer diameter of pile body, and pile body has an inner cavity, and inner cavity is from pile body
Top surface extends to the upper surface of cone boss, and several strip grooves one for being through to inner cavity, each item are offered on the outer wall of pile body
Along the axially extending of pile body, each strip groove one is uniformly distributed shape slot one along the circumferential direction of pile body.The present invention also provides a kind of bamboos
The construction method for saving stake, includes the following steps: A, the reaming in soil layer；B, above-mentioned bamboo joint pile is squeezed into the hole expanded；C,
Into the inner cavity of pile body, casting cement is starched.The construction method of this bamboo joint pile can be such that pile body is securely fixed in soil layer, increase
The extraction-resistant behavior of pile body.
Patent CN201420688788.5 discloses a kind of back-up sand bamboo joint pile, and back-up sand bamboo joint pile is connected in a joint manner by more piece
Connect bamboo joint pile and tubular pole and sandstone filler composition of the pile sinking into soil layer.Its construction method is: centered on stake position, on ground
The material storage tube of storage sandstone filler is set, after bamboo joint pile or tubular pole are attached, stake is squeezed into or is pressed into soil layer by stake machine
In, by bamboo joint pile or tubular pole to the frictional force of sandstone filler, by sandstone filling packing between stake and pile soil horizon.The present invention
Back-up sand construction can be fast, easily completed, pile quality and durability are reliable, and conventional method construction in soft clay area can be promoted prefabricated
The super quiet pore pressure rapid dispersion generated when stake accelerates foundation soil consolidation, improves the side friction of soil around pile, and reduce building
Final settlement.
But between the pile body of above-mentioned bamboo joint pile and the basis soil of surrounding, friction is small, so that tubular pole
Bearing capacity is smaller.
Summary of the invention
The present invention proposes a kind of hollow bamboo joint pile of architectural engineering concrete special regarding to the issue above, and bearing capacity is strong,
Stability is high, and construction efficiency is high, and cost is low.
Specific technical solution is as follows:
A kind of hollow bamboo joint pile of architectural engineering concrete special, including outer pile body, interior pile body, splicing ring, cover board and reinforcing bar；
The quantity at least two of outer pile body, outer pile body are cylindrical structure, and the top of outer pile body is equipped with first fixed ring of circle,
The bottom of outer pile body is equipped with second fixed ring of circle, and what is be recessed inwardly on the outer wall of outer pile body is equipped with first groove of circle, and first
The depth of groove is h1, outer pile body with a thickness of h2, h1 < h2/2 is equipped with first bulge loop of circle and a circle second in the first groove
Bulge loop, the first bulge loop are located at the top of the second bulge loop, and the distance between the first bulge loop and the first groove top are equal to the second bulge loop
The distance between first bottom portion of groove, the first bulge loop and the second bulge loop with a thickness of h3, h3=h1；
It is additionally provided with first convex block of circle, second convex block of circle and a circle third convex block, the first convex block in first groove and is located at first
The top of bulge loop, between the first bulge loop and the second bulge loop, third convex block is located at below the second bulge loop the second convex block；
Circumferentially shape is arranged in the first groove for multiple first convex blocks, the second convex block and third convex block, and the first convex block and third are convex
Block is correspondingly arranged, and the second convex block is arranged between two adjacent the first convex blocks；
Multiple grafting through-holes are uniformly provided at circle-shaped distribution in first fixed ring and the second fixed ring；
Splicing ring includes the horizontally disposed stop collar for splicing ring main body and be vertically set in splicing ring main body inner wall, stop collar
It is equipped with multiple limit channels；
The outer pile body coaxial arrangement of adjacent two, the second fixed ring of one of them outer pile body and the first of another outer pile body
Fixed ring is pressed on the upper and lower ends of splicing ring main body respectively, and is locked by bolt, and stop collar is fitted in stud
On the inner wall of body；
The interior pile body and stop collar clearance fit of cylindrical structure, interior pile body are equipped with multiple first through hole, and interior pile body bottom is set
There is the pedestal of cirque structure, pedestal is equipped with the first positioning column, and the coaxial setting of interior pile body is in outer pile body, the first positioning column
Auxiliary casting chamber is formed in plug-type grafting through-hole that outer pile body is set, between interior pile body and outer pile body, reinforcing bar passes through limit
The vertical setting of bit port pours in chamber in auxiliary；
The cover board of cirque structure is pressed on the top of outer pile body, and the bottom of cover board is equipped with chock, and chock is pressed on interior pile body,
It is locked between cover board and outer pile body by bolt.
Further, the first convex block with a thickness of h4, the second convex block with a thickness of h5, third convex block with a thickness of h6, h4=
H5, h1=2*h4, h4 < h5 < h1.
Further, the cross sectional shape of the first convex block and third convex block is spliced by identical first fixed plate of four length
It forms, cross sectional shape is diamond structure, and the second convex block includes two the second fixed plates, two third fixed plates, four the 4th
Fixed plate, two the second fixed plates are horizontally disposed, and the length of third fixed plate is less than the distance between two second fixed plates, and two
The vertical setting of a third fixed plate is between two the second fixed plates, and the distance between two third fixed plates are less than second
The width of fixed plate, four the 4th fixed plates are connected between the first fixed plate and the second fixed plate.
Construction method of the invention is as follows:
(1) by bamboo joint pile assembled formation: two adjacent outer pile bodies being coaxially disposed, the second fixed ring of one of them outer pile body
It is pressed on the upper and lower ends of splicing ring main body respectively with the first fixed ring of another outer pile body, and is locked by bolt
Fixed, stop collar is fitted on the inner wall of outer pile body, and for the coaxial setting of interior pile body in outer pile body, the first positioning column is plug-type
It is arranged in the grafting through-hole of outer pile body, reinforcing bar passes through the vertical setting of limit channels and pours in chamber in auxiliary, and cover board is pressed on
The top of outer pile body is locked between cover board and outer pile body by bolt；
(2) reaming in soil layer squeezes into assembled bamboo joint pile in the hole expanded, and passes through casting cement in cover board inside pile body
Slurry, cement slurry enter in auxiliary casting chamber through first through hole.
The invention has the benefit that
The bamboo joint pile of the invention assembled formation before construction, then it is subject to moulding by casting, have bearing capacity strong, stability is high, applies
Work is high-efficient, the low feature of cost.
Detailed description of the invention
Fig. 1 is cross-sectional view of the present invention.
Fig. 2 is outer pile body cross-sectional view.
Fig. 3 is outer pile body structure chart.
Fig. 4 is part A enlarged drawing in Fig. 1.
Specific embodiment
Clear to be more clear technical solution of the present invention, the present invention is described further with reference to the accompanying drawing,
The technical characteristic of any pair of technical solution of the present invention carries out the scheme that equivalencing is obtained with conventional reasoning and each falls within guarantor of the present invention
Protect range.
Appended drawing reference
Outer pile body 1, interior pile body 2, splicing ring 3, cover board 4, reinforcing bar 5, the first fixed ring 6, the second fixed ring 7, the first groove 8, the
One bulge loop 9, the second bulge loop 10, the first convex block 11, the second convex block 12, third convex block 13, grafting through-hole 14, splicing ring main body 15,
Stop collar 16, bolt 17, first through hole 18, pedestal 19, the first positioning column 20, auxiliary casting chamber 21, chock 22, the first fixed plate
23, the second fixed plate 24, third fixed plate 25, the 4th fixed plate 26.
A kind of hollow bamboo joint pile of architectural engineering concrete special as shown in the figure, including outer pile body 1, interior pile body 2, splicing ring 3,
Cover board 4 and reinforcing bar 5；
The quantity at least two of outer pile body, outer pile body are cylindrical structure, and the top of outer pile body is equipped with first fixed ring of circle
6, the bottom of outer pile body is equipped with second fixed ring 7 of circle, and what is be recessed inwardly on the outer wall of outer pile body is equipped with first groove 8 of circle,
The depth of first groove is h1, outer pile body with a thickness of h2, h1 < h2/2 is equipped with first bulge loop 9 and one of circle in the first groove
The second bulge loop 10 is enclosed, the first bulge loop is located at the top of the second bulge loop, and the distance between the first bulge loop and the first groove top are equal to
The distance between second bulge loop and the first bottom portion of groove, the first bulge loop and the second bulge loop with a thickness of h3, h3=h1；
First convex block of circle 11, one circle the second convex block 12 and a circle third convex block 13, the first convex block position are additionally provided in first groove
In the top of the first bulge loop, between the first bulge loop and the second bulge loop, third convex block is located at below the second bulge loop the second convex block；
Circumferentially shape is arranged in the first groove for multiple first convex blocks, the second convex block and third convex block, and the first convex block and third are convex
Block is correspondingly arranged, and the second convex block is arranged between two adjacent the first convex blocks；
Multiple grafting through-holes 14 are uniformly provided at circle-shaped distribution in first fixed ring and the second fixed ring；
Splicing ring includes horizontally disposed splicing ring main body 15 and is vertically set on the stop collar 16 spliced in ring main body inner wall, is limited
Position ring is equipped with multiple limit channels；
The outer pile body coaxial arrangement of adjacent two, the second fixed ring of one of them outer pile body and the first of another outer pile body
Fixed ring is pressed on the upper and lower ends of splicing ring main body respectively, and is locked by bolt 17, and stop collar is fitted in outer
On the inner wall of pile body；
The interior pile body and stop collar clearance fit of cylindrical structure, interior pile body are equipped with multiple first through hole 18, interior pile body bottom
Pedestal 19 equipped with cirque structure, pedestal are equipped with the first positioning column 20, and the coaxial setting of interior pile body is in outer pile body, and first
Auxiliary casting chamber 21, steel are formed in the plug-type grafting through-hole that outer pile body is set of positioning column, between interior pile body and outer pile body
Muscle passes through the vertical setting of limit channels and pours in chamber in auxiliary；
The cover board of cirque structure is pressed on the top of outer pile body, and the bottom of cover board is equipped with chock 22, and chock is pressed on interior pile body
On, it is locked between cover board and outer pile body by bolt.
Further, the first convex block with a thickness of h4, the second convex block with a thickness of h5, third convex block with a thickness of h6, h4=
H5, h1=2*h4, h4 < h5 < h1.
Further, the cross sectional shape of the first convex block and third convex block is spelled by identical first fixed plate 23 of four length
It connects, cross sectional shape is diamond structure, and the second convex block includes two the second fixed plates, 24, two third fixed plates 25, four
A 4th fixed plate 26, two the second fixed plates are horizontally disposed, between less than two the second fixed plates of length of third fixed plate
Distance, the vertical setting of two third fixed plates between two the second fixed plates, and between two third fixed plates away from
From the width less than the second fixed plate, four the 4th fixed plates are connected between the first fixed plate and the second fixed plate.
Construction method of the invention is as follows:
(1) by bamboo joint pile assembled formation: two adjacent outer pile bodies being coaxially disposed, the second fixed ring of one of them outer pile body
It is pressed on the upper and lower ends of splicing ring main body respectively with the first fixed ring of another outer pile body, and is locked by bolt
Fixed, stop collar is fitted on the inner wall of outer pile body, and for the coaxial setting of interior pile body in outer pile body, the first positioning column is plug-type
It is arranged in the grafting through-hole of outer pile body, reinforcing bar passes through the vertical setting of limit channels and pours in chamber in auxiliary, and cover board is pressed on
The top of outer pile body is locked between cover board and outer pile body by bolt；
(2) reaming in soil layer squeezes into assembled bamboo joint pile in the hole expanded, and passes through casting cement in cover board inside pile body
Slurry, cement slurry enter in auxiliary casting chamber through first through hole.
Claims (3)
1. a kind of hollow bamboo joint pile of architectural engineering concrete special, it is characterized in that, including outer pile body, interior pile body, splicing ring, cover board
And reinforcing bar；
The quantity at least two of outer pile body, outer pile body are cylindrical structure, and the top of outer pile body is equipped with first fixed ring of circle,
The bottom of outer pile body is equipped with second fixed ring of circle, and what is be recessed inwardly on the outer wall of outer pile body is equipped with first groove of circle, and first
The depth of groove is h1, outer pile body with a thickness of h2, h1 < h2/2 is equipped with first bulge loop of circle and a circle second in the first groove
Bulge loop, the first bulge loop are located at the top of the second bulge loop, and the distance between the first bulge loop and the first groove top are equal to the second bulge loop
The distance between first bottom portion of groove, the first bulge loop and the second bulge loop with a thickness of h3, h3=h1；
It is additionally provided with first convex block of circle, second convex block of circle and a circle third convex block, the first convex block in first groove and is located at first
The top of bulge loop, between the first bulge loop and the second bulge loop, third convex block is located at below the second bulge loop the second convex block；
Circumferentially shape is arranged in the first groove for multiple first convex blocks, the second convex block and third convex block, and the first convex block and third are convex
Block is correspondingly arranged, and the second convex block is arranged between two adjacent the first convex blocks；
Multiple grafting through-holes are uniformly provided at circle-shaped distribution in first fixed ring and the second fixed ring；
Splicing ring includes the horizontally disposed stop collar for splicing ring main body and be vertically set in splicing ring main body inner wall, stop collar
It is equipped with multiple limit channels；
The outer pile body coaxial arrangement of adjacent two, the second fixed ring of one of them outer pile body and the first of another outer pile body
Fixed ring is pressed on the upper and lower ends of splicing ring main body respectively, and is locked by bolt, and stop collar is fitted in stud
On the inner wall of body；
The interior pile body and stop collar clearance fit of cylindrical structure, interior pile body are equipped with multiple first through hole, and interior pile body bottom is set
There is the pedestal of cirque structure, pedestal is equipped with the first positioning column, and the coaxial setting of interior pile body is in outer pile body, the first positioning column
Auxiliary casting chamber is formed in plug-type grafting through-hole that outer pile body is set, between interior pile body and outer pile body, reinforcing bar passes through limit
The vertical setting of bit port pours in chamber in auxiliary；
The cover board of cirque structure is pressed on the top of outer pile body, and the bottom of cover board is equipped with chock, and chock is pressed on interior pile body,
It is locked between cover board and outer pile body by bolt.
2. a kind of hollow bamboo joint pile of architectural engineering concrete special as described in claim 1, it is characterized in that, the thickness of the first convex block
Degree is h4, the second convex block with a thickness of h5, third convex block with a thickness of h6, h4=h5, h1=2*h4, h4 < h5 < h1.
3. a kind of hollow bamboo joint pile of architectural engineering concrete special as described in claim 1, it is characterized in that, the first convex block and the
The cross sectional shape of three convex blocks is spliced by identical first fixed plate of four length, and cross sectional shape is diamond structure, the
Two convex blocks include two the second fixed plates, two third fixed plates, four the 4th fixed plates, and two the second fixed plate levels are set
It sets, the length of third fixed plate is less than the distance between two second fixed plates, and the vertical setting of two third fixed plates is two
Between a second fixed plate, and the distance between two third fixed plates are less than the width of the second fixed plate, four the 4th fixations
Plate is connected between the first fixed plate and the second fixed plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810891750.0A CN109024559A (en) | 2018-08-07 | 2018-08-07 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810891750.0A CN109024559A (en) | 2018-08-07 | 2018-08-07 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024559A true CN109024559A (en) | 2018-12-18 |
Family
ID=64649946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810891750.0A Pending CN109024559A (en) | 2018-08-07 | 2018-08-07 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024559A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878313A (en) * | 2021-03-19 | 2021-06-01 | 中基发展建设工程有限责任公司 | Jet post-grouting construction process for hard interlayer PHC pipe jet pile |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60114582A (en) * | 1983-11-24 | 1985-06-21 | Mitsubishi Heavy Ind Ltd | Prevention of corrosion in joint part of different materials |
| CN206090535U (en) * | 2016-09-24 | 2017-04-12 | 河南质量工程职业学院 | Hollow pile for civil construction |
| CN207582458U (en) * | 2017-10-19 | 2018-07-06 | 张泉水 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
| CN207613174U (en) * | 2017-08-16 | 2018-07-17 | 嘉兴润阳机械有限公司 | Material feeding box for aquaculture feed bulking machine |
-
2018
- 2018-08-07 CN CN201810891750.0A patent/CN109024559A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60114582A (en) * | 1983-11-24 | 1985-06-21 | Mitsubishi Heavy Ind Ltd | Prevention of corrosion in joint part of different materials |
| CN206090535U (en) * | 2016-09-24 | 2017-04-12 | 河南质量工程职业学院 | Hollow pile for civil construction |
| CN207613174U (en) * | 2017-08-16 | 2018-07-17 | 嘉兴润阳机械有限公司 | Material feeding box for aquaculture feed bulking machine |
| CN207582458U (en) * | 2017-10-19 | 2018-07-06 | 张泉水 | A kind of hollow bamboo joint pile of architectural engineering concrete special |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878313A (en) * | 2021-03-19 | 2021-06-01 | 中基发展建设工程有限责任公司 | Jet post-grouting construction process for hard interlayer PHC pipe jet pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107700480B (en) | Concrete pile suitable for foundation treatment | |
| CN105672307A (en) | Expanded-base combination end pile bearing foundation | |
| CN105649073A (en) | Static root drilling type construction method for planting piles | |
| CN210341897U (en) | Novel prefabricated tubular pile structure | |
| CN111455973A (en) | Composite foundation structure of prefabricated solid CFG pile and construction method thereof | |
| CN208430502U (en) | A kind of high polymer grouting replacement stone pile composite foundation | |
| CN206752454U (en) | One kind perfusion embedded pile | |
| CN109024559A (en) | A kind of hollow bamboo joint pile of architectural engineering concrete special | |
| CN108978698A (en) | A kind of building pile foundation construction method | |
| CN110424384B (en) | Large-diameter prefabricated pipe pile and construction method thereof | |
| CN111894027A (en) | Open caisson structure and open caisson construction method | |
| CN213173700U (en) | Precast pile for soft foundation treatment | |
| CN214614035U (en) | High-strength prestressed concrete composite pile | |
| CN212223839U (en) | Composite foundation structure of prefabricated solid CFG pile | |
| CN102116024B (en) | Static pressure multilayer radial enlarging grouting pile and construction method thereof | |
| CN212270915U (en) | Steel pipe composite rock-socketed pile foundation structure | |
| CN210857252U (en) | Open caisson structure applied to drainage pumping station | |
| CN1327087C (en) | Composite foundation construction method | |
| CN108385676B (en) | Precast concrete triangular squeezing and expanding support disc pile and construction method thereof | |
| CN109537586B (en) | Pile with large head | |
| CN202164598U (en) | Precast impacted-expanded pile | |
| CN207987917U (en) | A kind of frost-cracking-preventing steel-pipe pile suitable for frost zone bridge subaqueous work | |
| CN104863125A (en) | Bougainvillea spectabilis willd-shaped drilling pile and shaping method thereof | |
| CN206319314U (en) | A kind of additional cuff back-up sand building stones prefabricated pile | |
| CN212077920U (en) | High-strength retaining pile with soil-retaining and water-stopping prestress |
Legal Events
| 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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181218 |