CN206289659U - Layer enters formula retaining wall relief platform - Google Patents
Layer enters formula retaining wall relief platform Download PDFInfo
- Publication number
- CN206289659U CN206289659U CN201621358811.XU CN201621358811U CN206289659U CN 206289659 U CN206289659 U CN 206289659U CN 201621358811 U CN201621358811 U CN 201621358811U CN 206289659 U CN206289659 U CN 206289659U
- Authority
- CN
- China
- Prior art keywords
- relieving slab
- relieving
- retaining wall
- long
- slab
- 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
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Abstract
Enter formula retaining wall relief platform the utility model discloses layer, including ground basic body, the upper end of described ground basic body is installed with bearing platform, and the top of the bearing platform is provided with relieving slab long, the top left hand of the relieving slab long is provided with relieving slab, and the top left hand of the relieving slab is provided with short relieving slab；This layer enters formula retaining wall relief platform with reference to relieving slab long and the advantage of short relieving slab, and formula relieving slab is entered using layer, reduces bearing platform above active earth pressure, increases the following active earth pressure of bearing platform.Make ground basic body stress distribution uniform, substantially reduce the resistance to overturning that wall body area of section enhances retaining wall.
Description
Technical field
The utility model is related to retaining wall relief platform technical field, and specially layer enters formula retaining wall relief platform.
Background technology
Traditional relieving slab is divided into relieving slab long and short relieving slab, although relieving slab long has to the resistance to overturning of retaining wall
Profit, but because Loading Plate is more long, load is larger, lower wall soil pressure very little, and the ballast of Loading Plate is larger, the moment of flexure of generation is also very
Greatly.Although the resistance to overturning to retaining wall is favourable, usually cause the larger negative bias heart.Wall heel pressure increase, metope is calculated
Section increases on the contrary.Although short relieving slab increases lower wall soil pressure, but length is not controlled by plane of fracture position.
Utility model content
The purpose of this utility model is to provide layer to enter formula retaining wall relief platform, to solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the utility model provides following technical scheme：Layer enters formula retaining wall relief platform, including ground
Body, the upper end of described ground basic body is installed with bearing platform, and the top of the bearing platform is provided with relieving slab long, and the length is unloaded
The top left hand of lotus plate is provided with relieving slab, and the top left hand of the relieving slab is provided with short relieving slab.
Preferably, the width of the relieving slab long, relieving slab and short relieving slab is gradually reduced from the bottom to top.
Preferably, the right-hand member of the relieving slab long extends to the right side of bearing platform, and relieving slab long is parallel with ground basic body.
Preferably, the top of the relieving slab long and relieving slab be all provided with it is fluted, and relieving slab lower end be located at off-load long
In the groove of plate, and the lower end of short relieving slab is located in the groove of relieving slab.
Preferably, the right-hand member of the relieving slab long, relieving slab and short relieving slab is equipped with plate, and plate at least provided with four
It is individual, and plate is in be placed equidistant.
Compared with prior art, the beneficial effects of the utility model are：The layer enters formula retaining wall relief platform with reference to off-load long
The advantage of plate and short relieving slab, formula relieving slab is entered using layer, reduces bearing platform above active earth pressure, main below increase bearing platform
Dynamic soil pressure.Make ground basic body stress distribution uniform, substantially reduce the monolithic stability that wall body area of section enhances retaining wall
Property.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model relieving slab structure sectional drawing long；
Fig. 3 is the utility model relieving slab structure right view long.
In figure：Ground basic body, bearing platform, relieving slab long, short relieving slab, relieving slab, plate.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：Layer enters formula retaining wall relief platform, including ground is basic
Body 1, the upper end of described ground basic body 1 is installed with bearing platform 2, and the top of the bearing platform 2 is provided with relieving slab long 3, described
The top left hand of relieving slab long 3 is provided with relieving slab 5, and the top left hand of the relieving slab 5 is provided with short relieving slab 4.
Specifically, the width of the relieving slab long 3, relieving slab 5 and short relieving slab 4 is gradually reduced from the bottom to top.Using layer
Enter formula relieving slab, reduce the active earth pressure of bearing platform more than 2, increase bearing platform active earth pressure below 2.
Specifically, the right-hand member of the relieving slab long 3 extends to the right side of bearing platform 2, and relieving slab long 3 and ground basic body 1
It is parallel.Reduce the active earth pressure of bearing platform more than 2, increase bearing platform active earth pressure below 2
Specifically, the top of the relieving slab long 3 and relieving slab 5 be all provided with it is fluted, and relieving slab 5 lower end be located at length unload
In the groove of lotus plate 3, and the lower end of short relieving slab 4 is located in the groove of relieving slab 5.Improve relieving slab long 3, the and of relieving slab 5
Stability between short relieving slab 4.
Specifically, the right-hand member of the relieving slab long 3, relieving slab 5 and short relieving slab 4 is equipped with plate 6, and plate 6 is at least
Four are provided with, and plate 6 is in be placed equidistant.Plate 6 improves the scour resistance of relieving slab long 3, relieving slab 5 and short relieving slab 4,
Improve service life.
This layer enters formula retaining wall relief platform with reference to relieving slab long 3 and the advantage of short relieving slab 4, and formula relieving slab is entered using layer,
Reduce the active earth pressure of bearing platform more than 2, increase bearing platform active earth pressure below 2.Make the ground stress distribution of basic body 1 uniform,
Substantially reduce the resistance to overturning that wall body area of section enhances retaining wall.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. layer formula retaining wall relief platform, including ground basic body are entered（1）, it is characterised in that：Described ground basic body（1）Upper end fix
Bearing platform is installed（2）, the bearing platform（2）Top be provided with relieving slab long（3）, the relieving slab long（3）Top left hand
It is provided with relieving slab（5）, the relieving slab（5）Top left hand be provided with short relieving slab（4）.
2. layer according to claim 1 enters formula retaining wall relief platform, it is characterised in that：The relieving slab long（3）, relieving slab
（5）With short relieving slab（4）Width be gradually reduced from the bottom to top.
3. layer according to claim 1 enters formula retaining wall relief platform, it is characterised in that：The relieving slab long（3）Right-hand member
Extend to bearing platform（2）Right side, and relieving slab long（3）With ground basic body（1）It is parallel.
4. layer according to claim 1 enters formula retaining wall relief platform, it is characterised in that：The relieving slab long（3）And off-load
Plate（5）Top be all provided with fluted, and relieving slab（5）Lower end be located at relieving slab long（3）Groove in, and short relieving slab（4）
Lower end be located at relieving slab（5）Groove in.
5. layer according to claim 1 enters formula retaining wall relief platform, it is characterised in that：The relieving slab long（3）, relieving slab
（5）With short relieving slab（4）Right-hand member be equipped with plate（6）, and plate（6）At least provided with four, and plate（6）In equidistantly setting
Put.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621358811.XU CN206289659U (en) | 2016-12-12 | 2016-12-12 | Layer enters formula retaining wall relief platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621358811.XU CN206289659U (en) | 2016-12-12 | 2016-12-12 | Layer enters formula retaining wall relief platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289659U true CN206289659U (en) | 2017-06-30 |
Family
ID=59097791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621358811.XU Expired - Fee Related CN206289659U (en) | 2016-12-12 | 2016-12-12 | Layer enters formula retaining wall relief platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289659U (en) |
-
2016
- 2016-12-12 CN CN201621358811.XU patent/CN206289659U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20170630 Termination date: 20181212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |