CN202081429U - Balance weight type retaining wall - Google Patents
Balance weight type retaining wall Download PDFInfo
- Publication number
- CN202081429U CN202081429U CN 201120172356 CN201120172356U CN202081429U CN 202081429 U CN202081429 U CN 202081429U CN 201120172356 CN201120172356 CN 201120172356 CN 201120172356 U CN201120172356 U CN 201120172356U CN 202081429 U CN202081429 U CN 202081429U
- Authority
- CN
- China
- Prior art keywords
- wall
- retaining wall
- balance weight
- place
- weight type
- 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 - Lifetime
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides a balance weight type retaining wall which comprises a wall body and a load-bearing platform arranged on the back surface of the wall body, and is characterized in that a wall surface below the load-bearing platform is arranged to be vertical. The balance weight type retaining wall can not only be conductive to backfill compaction of a yard, improve the stability of the retaining wall and the yard and be conductive to reducing pressure stress at a wall toe, the pressure stress at a wall heel and the average pressure stress of a foundation, but also prevent adverse effects on structural strength of the retaining wall, improve the structural strength of the retaining wall and reduce construction time and strength.
Description
Technical field
The utility model relates to a kind of retaining wall, and particularly a kind of balance weight retaining wall belongs to road, design of place supporting and protection structure and manufacturing technology field.
Summary of the invention
Balance weight retaining wall is the supporting and protection structure in a kind of road and place, usually is widely used as the supporting in highway, railway and industrial enterprise, civilian construction place.The present balance weight retaining wall that generally uses, the following wall back of the body of its bearing platform is set to the inclined plane, cause balance weight retaining wall like this when the embankment that is used for the place, be unfavorable for the compacting in place, and increased the unstability in place, and as the road supporting time, equally also reduced the stability of supporting.In case meet with diastrous weather or geology changes such as heavy rain, will cause the earthwork and landslide and collapse, cause serious harm for safety traffic, place building safety and the people life property safety of vehicle.Therefore be necessary prior art is improved.
Summary of the invention
Is the inclined plane for solving existing balance weight retaining wall because of the wall back side below the bearing platform, thereby cause retaining wall supporting and place compacting deficiency, the problem that stability descends greatly, the utility model provides a kind of place compacting and good balance weight retaining wall of supporting stability of helping.
The utility model provides a kind of like this balance weight retaining wall, the bearing platform that comprises body of wall and be located at the body of wall back side, the metope that it is characterized in that the bearing platform below is made as vertical wall, so that increase retaining wall supporting and place consolidation effect, improves the stability of place supporting.
After the metope of the bearing platform at described balance weight retaining wall body of wall back side below is made as vertical wall, along with the increase of retaining walls height degree, still can keep body of wall the stability of due structural strength and place supporting.
The utlity model has following advantage and effect: adopt such scheme, not only help the place backfill compacting, improve retaining wall and site stability energy, help reducing toe of wall place compressive stress, wall heel place compressive stress and ground average compressive stress, and can not cause harmful effect to the structural strength of retaining wall, the opposite structural strength that has also improved retaining wall has reduced engineering time and construction intensity.Be a desirable place road supporting and protection structure in fact.
Description of drawings
Fig. 1 is the structural representation of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
As Fig. 1, the balance weight retaining wall that the utility model provides, the bearing platform 2 that comprises body of wall 1 and be located at body of wall 1 back side, the metope of bearing platform 2 belows is made as vertical wall 3, so that increase the consolidation effect of place, retaining wall behind backfill and the stability in supporting place, still can keep the due structural strength of body of wall.
Claims (1)
1. balance weight retaining wall, the bearing platform that comprises body of wall and be located at the body of wall back side is characterized in that the metope of bearing platform below is made as vertical wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120172356 CN202081429U (en) | 2011-05-26 | 2011-05-26 | Balance weight type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120172356 CN202081429U (en) | 2011-05-26 | 2011-05-26 | Balance weight type retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202081429U true CN202081429U (en) | 2011-12-21 |
Family
ID=45342067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120172356 Expired - Lifetime CN202081429U (en) | 2011-05-26 | 2011-05-26 | Balance weight type retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202081429U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074176A (en) * | 2013-03-26 | 2014-10-01 | 中国水电顾问集团贵阳勘测设计研究院 | Construction method and structure of dam toe hydropower station workshop retaining wall |
-
2011
- 2011-05-26 CN CN 201120172356 patent/CN202081429U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074176A (en) * | 2013-03-26 | 2014-10-01 | 中国水电顾问集团贵阳勘测设计研究院 | Construction method and structure of dam toe hydropower station workshop retaining wall |
| CN104074176B (en) * | 2013-03-26 | 2017-06-20 | 中国水电顾问集团贵阳勘测设计研究院 | The construction method and structure of base of dam powerhouse of hydropower station barricade |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111221 |