CN207904684U - A kind of municipal administration embankment structure - Google Patents
A kind of municipal administration embankment structure Download PDFInfo
- Publication number
- CN207904684U CN207904684U CN201820031658.2U CN201820031658U CN207904684U CN 207904684 U CN207904684 U CN 207904684U CN 201820031658 U CN201820031658 U CN 201820031658U CN 207904684 U CN207904684 U CN 207904684U
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- CN
- China
- Prior art keywords
- pile
- tension rib
- embankment
- embankment structure
- block
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- 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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Abstract
The utility model discloses a kind of municipal embankment structures, including tilt hard stratum and several piles, and it is Soft Soil Layer to tilt on hard stratum, and pile is hammered into across Soft Soil Layer and tilted in hard stratum, is fixed with block at the top of pile, is fixed by tension rib between adjacent block；Rod structure includes outer barrel and shear rod, there is the interior bar being connect with lateral tension rib in outer barrel, it is evenly distributed in interior bar to have several through-holes, the shearing perforation coordinated with shear rod is formed on outer barrel, shear rod passes through shearing perforation and through-hole to fix interior bar, and shear rod right end is formed with shear blade.The utility model has the advantages of simple structure, it is safe and convenient to use, pile is connected into for an entirety, prevent single pile since pressure is bent, by the way that anchor structure is arranged, both the sidesway for having limited pile significantly reduces the horizontal thrust that inside bearing pile is generated by embankment, improves the mechanical characteristic of entire ground.Simultaneously by the special construction of anchor structure, the stress of accumulation anchor structure accumulation can be discharged.
Description
Technical field
The utility model belongs to building field more particularly to a kind of municipal embankment structure.
Background technology
In the engineering fields such as highway, railway, geosynthetic reinforced pile supported embankments on soft soil is a kind of widely applied embankment structure, and engineering is logical
Chang Shi:The pile body for hammering into hard stratum, then the cast-in-situ steel reinforced concrete pile cover at earth's surface stake top are first set in weak soil, then in stake
Bed course is laid on cap, embankment of finally constructing on water subfill.But only lean on the support of pile body, the pile body when encountering larger load
Phenomena such as being susceptible to inclination etc. or even fractureing.In consideration of it, I is linked into an integrated entity pile body by the way that pull rod is arranged, then use again
Pull rod is fixed in hard stratum by anchor, while the prestressing force that anchor is subject in order to prevent is excessive, can not eliminate, improve
The structure of anchor.
Utility model content
The utility model provides a kind of municipal embankment structure in order to solve the above problem, which has structure
Simply, advantage safe and convenient to use.
To reach above-mentioned technique effect, the technical solution of the utility model is：
A kind of municipal administration embankment structure, including hard stratum and several piles are tilted, it is Soft Soil Layer to tilt on hard stratum, and pile is worn
It crosses Soft Soil Layer to hammer into inclination hard stratum, is fixed with block at the top of pile, is fixed by tension rib between adjacent block, the drawing
It includes lateral tension rib and longitudinal tension rib to tie muscle, and lateral tension rib and longitudinal tension rib fix block to form reticular structure；
Lateral tension rib is connected with anchor structure, and anchor structure includes outer barrel and shear rod, has in outer barrel and connect with lateral tension rib
Interior bar, it is evenly distributed in interior bar to have several through-holes, the shearing perforation coordinated with shear rod is formed on outer barrel, shear rod passes through shearing
Hole and through-hole fix interior bar, and shear rod right end is formed with shear blade, and left end is planar obstruction end；Pile top is fixed with
Bed course, bed course top are embankment main body；Block is in pile.
The municipal embankment structure of the utility model connects into pile for an entirety, prevents single pile due to pressure
It is bent, by the way that anchor structure is arranged, had both limited the sidesway of pile, and significantly reduced inside bearing pile because of embankment
The horizontal thrust of generation improves the mechanical characteristic of entire ground；Simultaneously by the special construction of anchor structure, product can be discharged
The stress of tired anchor structure accumulation.
It is further to improve, it is fixed with netted reinforcing rib in the bed course.
Further to improve, the through-hole is round or oval or rectangular.
Further to improve, the shear rod is triangle or pentagon.
Further to improve, the outer barrel and interior bar are made of stainless steel.
Further to improve, the tension rib is reinforcing bar, steel strand wires or fibre reinforced plastics.
Further to improve, the transverse direction tension rib and longitudinal tension rib are vertically arranged.
Further to improve, the block is square.
Further to improve, the transverse direction tension rib and longitudinal tension rib are connect with the corner of block.
Further to improve, the pile hammers into the depth tilted in hard stratum and is not less than 0.5m.
The utility model has the advantages of simple structure, safe and convenient to use, and pile is connected into for an entirety, single stake is prevented
Column, by the way that anchor structure is arranged, had both limited the sidesway of pile, and had significantly reduced inside bearing pile since pressure is bent
Because of the horizontal thrust that embankment generates, the mechanical characteristic of entire ground is improved.Simultaneously by the special construction of anchor structure,
The stress of accumulation anchor structure accumulation can be discharged.
Description of the drawings
Fig. 1 is the general structure schematic diagram of the utility model；
Fig. 2 is the overlooking structure diagram that tension rib is connect with block；
Fig. 3 is the schematic internal view of bed course；
Fig. 4 is the schematic diagram of anchor structure structure.
Specific implementation mode
Embodiment
A kind of municipal embankment structure as shown in Figs 1-4, including hard stratum 1 and several piles 2 are tilted, tilt hard stratum 1
Upper is Soft Soil Layer 3, and pile 2 is hammered into across Soft Soil Layer 3 and tilted in hard stratum 1, and 2 top of pile is fixed with block 4, adjacent block 4
Between fixed by tension rib 5, the tension rib 5 includes lateral tension rib 51 and longitudinal tension rib 52,51 He of lateral tension rib
The fixation of block 4 is formed reticular structure by longitudinal tension rib 52；Lateral tension rib 51 is connected with anchor structure 6, and anchor structure 6 includes
Outer barrel 61 and shear rod 62, there is the interior bar 63 being connect with lateral tension rib 51 in outer barrel 61, in interior bar 63 it is evenly distributed have it is several
Through-hole 67, the shearing perforation 64 coordinated with shear rod 62 is formed on outer barrel 61, and shear rod 62 passes through shearing perforation 64 and through-hole 67 will
Interior bar 63 is fixed, and 62 right end of shear rod is formed with shear blade 65, and left end is planar obstruction end 66；2 top of pile is fixed with
Bed course 7,7 top of bed course are embankment main body 8；Block 4 is in pile 2.
The utility model is connected into pile 2 in order to which one whole by netted lateral tension rib 51 and longitudinal tension rib 52
Body prevents single pile since pressure is bent, and by the way that anchor structure is arranged, has not only limited the sidesway of pile, but also greatly
The horizontal thrust that inside bearing pile is generated by embankment is reduced, the mechanical characteristic of entire ground is improved, to drop significantly
Low subgrade settlement and differential settlement, ensure that embankment stability.Simultaneously by the way that shear rod 62 is arranged when anchor structure 6 accumulates
Prestressing force when reaching the upper limit, shear rod 62 cuts the interior rod structure between a through-hole 67, to discharge accumulation anchor structure
The stress of accumulation, and stopped by next through-hole.
Netted reinforcing rib 9 is fixed in bed course 7.Through-hole 67 is round or oval or rectangular, preferably oval.Outer barrel
61 and interior bar 63 be made of stainless steel.Tension rib 5 is reinforcing bar, steel strand wires or fibre reinforced plastics.Lateral tension rib 51 and vertical
It is vertically arranged to tension rib 52.Block 4 is square.Lateral tension rib 51 and longitudinal tension rib 52 connect with the corner of block 4
It connects.Pile 2 hammers into the depth tilted in hard stratum 1 and is not less than 0.5m.
The explanation of above example is merely used to help understand the core concept of the utility model；Meanwhile for this field
Those skilled in the art, according to the thought of the utility model, there will be changes in the specific implementation manner and application range, comprehensive
Upper described, the content of the present specification should not be construed as a limitation of the present invention.
Claims (10)
1. a kind of municipal administration embankment structure, including tilt hard stratum（1）With several piles（2）, tilt hard stratum（1）Upper is Soft Soil Layer
（3）, pile（2）Across Soft Soil Layer（3）Hammer into inclination hard stratum（1）It is interior, pile（2）Top is fixed with block（4）, feature exists
In adjacent block（4）Between pass through tension rib（5）It is fixed, the tension rib（5）Including lateral tension rib（51）With longitudinal drawknot
Muscle（52）, lateral tension rib（51）With longitudinal tension rib（52）By block（4）Fixation forms reticular structure；Lateral tension rib（51）
It is connected with anchor structure（6）, anchor structure（6）Including outer barrel（61）And shear rod（62）, outer barrel（61）Inside have and lateral drawknot
Muscle（51）The interior bar of connection（63）, interior bar（63）It is above evenly distributed to have several through-holes（67）, outer barrel（61）On be formed with and shear
Bar（62）The shearing perforation of cooperation（64）, shear rod（62）Across shearing perforation（64）And through-hole（67）By interior bar（63）It is fixed, shearing
Bar（62）Right end is formed with shear blade（65）, left end is planar obstruction end（66）；Pile（2）Top is fixed with bed course（7）,
Bed course（7）Top is embankment main body（8）；Block（4）In pile（2）It is interior.
2. embankment structure as described in claim 1, which is characterized in that the bed course（7）Inside it is fixed with netted reinforcing rib（9）.
3. embankment structure as described in claim 1, which is characterized in that the through-hole（67）It is round or oval or rectangular.
4. embankment structure as described in claim 1, which is characterized in that the shear rod（62）For triangle or pentagon.
5. embankment structure as described in claim 1, which is characterized in that the outer barrel（61）And interior bar（63）By stainless steel
At.
6. embankment structure as described in claim 1, which is characterized in that the tension rib（5）Increase for reinforcing bar, steel strand wires or fiber
Strong plastics.
7. embankment structure as described in claim 1, which is characterized in that the transverse direction tension rib（51）With longitudinal tension rib（52）
It is vertically arranged.
8. embankment structure as described in claim 1, which is characterized in that the block（4）It is square.
9. embankment structure as claimed in claim 8, which is characterized in that the transverse direction tension rib（51）With longitudinal tension rib（52）
And block（4）Corner connection.
10. embankment structure as described in claim 1, which is characterized in that the pile（2）Hammer into inclination hard stratum（1）Interior
Depth is not less than 0.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820031658.2U CN207904684U (en) | 2018-01-09 | 2018-01-09 | A kind of municipal administration embankment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820031658.2U CN207904684U (en) | 2018-01-09 | 2018-01-09 | A kind of municipal administration embankment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207904684U true CN207904684U (en) | 2018-09-25 |
Family
ID=63566841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820031658.2U Expired - Fee Related CN207904684U (en) | 2018-01-09 | 2018-01-09 | A kind of municipal administration embankment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207904684U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622238A (en) * | 2021-08-20 | 2021-11-09 | 广西北投交通养护科技集团有限公司 | Novel highway widened roadbed structure and construction method thereof |
-
2018
- 2018-01-09 CN CN201820031658.2U patent/CN207904684U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622238A (en) * | 2021-08-20 | 2021-11-09 | 广西北投交通养护科技集团有限公司 | Novel highway widened roadbed structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200303 Address after: 510000 Guangzhou High-tech Industrial Development Zone Science Avenue 231, 233 Skirt Building B1B2, 1st, 2nd, 3rd and 4th floors Patentee after: BOAO ZONGHENG NETWORK TECHNOLOGY Co.,Ltd. Address before: 310000 Room 301, 1 building, 1 Xinye Road, Yuhang District, Hangzhou, Zhejiang, -2 Patentee before: HANGZHOU XINSHANG TECHNOLOGY CONSULTING Co.,Ltd. Effective date of registration: 20200303 Address after: 510000 Room 202, building 6, No. 1115, Hulin Road, Huangpu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Chaoyue Construction Co.,Ltd. Address before: 510000 Guangzhou High-tech Industrial Development Zone Science Avenue 231, 233 Skirt Building B1B2, 1st, 2nd, 3rd and 4th floors Patentee before: BOAO ZONGHENG NETWORK TECHNOLOGY Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180925 Termination date: 20220109 |