CN209585030U - A kind of assembled retaining wall - Google Patents
A kind of assembled retaining wall Download PDFInfo
- Publication number
- CN209585030U CN209585030U CN201822196567.7U CN201822196567U CN209585030U CN 209585030 U CN209585030 U CN 209585030U CN 201822196567 U CN201822196567 U CN 201822196567U CN 209585030 U CN209585030 U CN 209585030U
- Authority
- CN
- China
- Prior art keywords
- connecting elements
- retaining wall
- assembled retaining
- connection floor
- floor
- 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
- 239000011178 precast concrete Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 230000008901 benefit Effects 0.000 abstract description 6
- 239000004567 concrete Substances 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000009412 basement excavation Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model discloses a kind of assembled retaining walls, it is characterised in that: the assembled retaining wall includes that at least prefabricated connecting elements of three pieces, prefabricated connecting elements is arcuate structure, and the left and right ends of prefabricated connecting elements are respectively arranged with connection floor I and connection floor II.The assembled retaining wall of the utility model, there is no the pouring of cast-in-place retaining wall, conserve link, the construction period can be greatly shortened, guarantee the continuity of excavation of foundation pit and does not increase project amount additionally, it has been effectively saved the construction period, the safety for improving construction period is conducive to the application for carrying forward vigorously digging foundation；Meanwhile assembled retaining wall has been effectively saved cost of labor, avoids the multiple ready-mixed concrete of panelling construction, reduces construction site waste waste residue, has considerable economic benefit and good environmental benefit.
Description
Technical field
The utility model belongs to transmission line of electricity and draws digging class foundation structure field, and in particular to a kind of assembled retaining wall.
Background technique
In line project, using digging class basis is drawn under suitable geological conditions, excavation of foundation pit soil on the one hand can be reduced
Fang Liang needs to handle without spoir substantially, and effect on environment is small, this meets increasingly strict environmental requirement；On the other hand, it draws and digs class base
Plinth can make full use of original state soil mechanical properties, can effectively reduce engineering concrete and amount of reinforcement, can effectively reduce engineering
Cost.
There is also disadvantages while possessing above-mentioned advantage for digging foundation, i.e., draw scrape out hole during due to geology item
The factors such as uncertain of part can have the possibility of landslide.This will cause to seriously endanger to construction personnel and engineering property, therefore, apply
Work, which is drawn, scrapes out the side Kong Shixu into hole edge retaining wall.Conventional retaining wall pattern matches steel fabric sheet structure, Ci Zhongshi using cast-in-place concrete
It, generally will be by certain maintenance week after work mode increases site operation project amount, and construction retaining wall pours completion at the scene
Phase could demoulding, this will also have an impact the construction period, and original to digging foundation economic and environmental benefit generates negative shadow
It rings.
Utility model content
For above-mentioned disadvantage existing in the prior art, the purpose of the utility model is to provide a kind of assembled retaining walls.
The purpose of this utility model is achieved through the following technical solutions.
A kind of assembled retaining wall, the assembled retaining wall include that at least three pieces connecting elements, connecting elements is arcuate structure,
The left and right ends of connecting elements are respectively arranged with connection floor I and connection floor II, and the inclined of connecting elements is arranged in connection floor I
The inclined inside of connecting elements is arranged in outside, connection floor II；In use, connection floor I and connection floor II are connected by fixed
Connecing connects adjacent connecting elements, and connecting elements forms hollow form assembled retaining wall.
The top and bottom end of the prefabricated connecting elements are provided with preformed hole.
The connection floor I and the thickness for connecting floor II are the half of connecting elements thickness.
Bolt hole is provided on the connection floor I and connection floor II, connection floor I and connection floor II pass through spiral shell
Bolt is fixedly connected.
Hole is set on the prefabricated connecting elements.
The connecting elements is precast concrete.
The utility model has the following beneficial effects: the assembled retaining wall of the utility model, there is no the pouring of cast-in-place retaining wall, support
The construction period can be greatly shortened in retaining ring section, guarantee the continuity of excavation of foundation pit and do not increase project amount additionally, effectively save
The construction period has been saved, the safety of construction period is improved, has been conducive to the application for carrying forward vigorously digging foundation；Meanwhile assembled
Retaining wall has been effectively saved cost of labor, avoids the multiple ready-mixed concrete of panelling construction, reduces construction site waste waste residue, tool
There are considerable economic benefit and good environmental benefit.
Detailed description of the invention
Fig. 1 is the assembled retaining wall schematic diagram of the utility model.
Fig. 2 is the connecting elements schematic diagram of the utility model.
In figure, 1 is connecting elements, and 2 be connection floor I, and 3 be connection floor II, and 4 be bolt hole, and 5 be prepared screw-bolt hole, 6
It is hole.
Specific embodiment
As shown in Figure 1 and Figure 2, a kind of assembled retaining wall digs class basis retaining wall for drawing；Assembled retaining wall includes that three pieces connect
Connection member 1, connecting elements 1 are precast concrete, and three pieces connecting elements 1 is the assembled retaining wall for constituting one 360 degree,
The angle of each connecting elements 1 is 120 degree.
Connecting elements 1 is arcuate structure, and the left and right ends of connecting elements 1 are respectively arranged with connection floor I 2 and connection floor
II 3, connecting floor I 2 and connecting the thickness of floor II 3 is the half of 1 thickness of connecting elements, and the connection setting of floor I 2 is connecting
The inclined inside of connecting elements 1, connection floor I 2 and the court for connecting floor II 3 is arranged in the inclined outside of component 1, connection floor II 3
To on the contrary, being provided with bolt hole on connection floor I 2 and connection floor II 3.
The top and bottom end of connecting elements 1 are provided with bolt box 5, and bolt box 5 is used for assembled retaining wall
Lower connection, composition, which is completed to draw, digs class basis retaining wall.
Hole 6 is set on connecting elements 1, and hole 6 is used to reduce the weight of connecting elements 1, makes its convenient transportation and dress
Match.
In use, three pieces connecting elements 1 is the first to be connected, phase according to the connecting elements 1 of design specification precast concrete
Neighbour's connection floor I 2 and connection floor II 3 are bonded, and adjacent two panels connecting elements 1 is fixedly connected with by bolt passing through bolt hole 4,
Three pieces connecting elements 1 forms an assembled retaining wall.
When needing to increase the height for drawing digging class basis, prepared screw-bolt hole is provided on the top of connecting elements 1 and bottom end
5, adjacent 1 top of connecting elements and bottom end are bolted and can be increased height of foundation.
Other technologies are referring to the prior art.
The above is only preferred embodiments of the present invention, is not the limit to technical solutions of the utility model
It is fixed, it is noted that those skilled in the art can also make further under the premise of technical solutions of the utility model
Improvement and change, these improvement and change should all be covered within the protection scope of the present utility model.
Claims (6)
1. a kind of assembled retaining wall, it is characterised in that: the assembled retaining wall includes at least three pieces connecting elements (1), connects structure
Part (1) is arcuate structure, and the left and right ends of connecting elements (1) are respectively arranged with connection floor I (2) and connection floor II (3), even
Rib plate I (2) setting connects floor II (3) and is arranged in the inclined inside of connecting elements (1) in the inclined outside of connecting elements (1)；Make
Used time, connection floor I (2) and connection floor II (3) connect adjacent connecting elements (1) by being fixedly connected, connecting elements
(1) hollow form assembled retaining wall is formed.
2. assembled retaining wall according to claim 1, it is characterised in that: the top and bottom end of the connecting elements (1) are equal
It is provided with preformed hole (5).
3. assembled retaining wall according to claim 1, it is characterised in that: the connection floor I (2) and connection floor II
(3) thickness is the half of connecting elements (1) thickness.
4. assembled retaining wall according to claim 1, it is characterised in that: the connection floor I (2) and connection floor II
(3) it is provided with bolt hole on, connects floor I (2) and connection floor II (3) is bolted to connection.
5. assembled retaining wall according to claim 1, it is characterised in that: hole is arranged on the connecting elements (1)
(6).
6. assembled retaining wall according to claim 1, it is characterised in that: the connecting elements (1) is precast concrete knot
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822196567.7U CN209585030U (en) | 2018-12-26 | 2018-12-26 | A kind of assembled retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822196567.7U CN209585030U (en) | 2018-12-26 | 2018-12-26 | A kind of assembled retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209585030U true CN209585030U (en) | 2019-11-05 |
Family
ID=68378916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822196567.7U Expired - Fee Related CN209585030U (en) | 2018-12-26 | 2018-12-26 | A kind of assembled retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209585030U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952534A (en) * | 2019-12-17 | 2020-04-03 | 浙江大学城市学院 | Construction method of karst geological cast-in-place pile |
-
2018
- 2018-12-26 CN CN201822196567.7U patent/CN209585030U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952534A (en) * | 2019-12-17 | 2020-04-03 | 浙江大学城市学院 | Construction method of karst geological cast-in-place pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20191105 |