CN204080790U - Supporting leg type underground continuous wall structure - Google Patents
Supporting leg type underground continuous wall structure Download PDFInfo
- Publication number
- CN204080790U CN204080790U CN201420544893.1U CN201420544893U CN204080790U CN 204080790 U CN204080790 U CN 204080790U CN 201420544893 U CN201420544893 U CN 201420544893U CN 204080790 U CN204080790 U CN 204080790U
- Authority
- CN
- China
- Prior art keywords
- supporting leg
- reinforcing cage
- diaphragm wall
- underground continuous
- type underground
- 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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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model relates to a kind of communal facility building structure, especially relates to a kind of supporting leg type underground continuous wall structure.Supporting leg is arranged on the bottom of diaphragm wall, and diaphragm wall is provided with reinforcing cage, arranges Convenient table bottom reinforcing cage, and Convenient table is plugged in supporting leg, is connected with air hose in supporting leg, and air hose leads to continuous coping through reinforcing cage.It is simple that the utility model has structure, and construction cost is lower, and displacement is less, and resistance to capsizing is wall comparatively, and integrated carrying ability is better, the features such as anti-seepage effect is better.
Description
Technical field
The utility model relates to a kind of communal facility building structure, especially relates to a kind of supporting leg type underground continuous wall structure.
Background technology
Along with the development of current city construction and scientific and technological level, high-rise, super high rise building is more and more general, urban land day is becoming tight, more and more higher to load-bearing fundamental importance.When underground construction run into that plot scar is more shallow, the discrepancy in elevation differs, foundation ditch cuts the earth comparatively dark, and at the bottom of foundation ditch broken ground more shallow situation time, general construction of diaphragm wall structure can not meet the requirement such as displacement, overturning or slip resistance analysis.The load-bearing unified as two walls with supporting leg type underground continuous wall and go along with sb. to guard him permanent structure, can strengthen integrated carrying ability and the anti-seepage effect of building greatly.
Summary of the invention
The utility model is mainly larger for the displacement existing for prior art, resistance to capsizing is more weak, integrated carrying ability is poor, the technical problem that anti-seepage effect is poor, provide a kind of structure simple, construction cost is lower, displacement is less, resistance to capsizing is wall comparatively, and integrated carrying ability is better, the good supporting leg type underground continuous wall structure of anti-seepage effect.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: supporting leg type underground continuous wall structure is made up of supporting leg and diaphragm wall, supporting leg is arranged on the bottom of diaphragm wall, diaphragm wall is provided with reinforcing cage, bottom reinforcing cage, Convenient table is set, Convenient table is anyhow overlapped by reinforcing bar and forms, Convenient table to be plugged in supporting leg and to be fixed by screws on supporting leg, and be connected with air hose in supporting leg, air hose leads to continuous coping through reinforcing cage.Diaphragm wall is fixed in foundation ditch by supporting leg, reduces displacement, and reinforcing cage strengthens the supporting capacity of diaphragm wall.
Therefore, it is simple that the utility model has structure, and construction cost is lower, and displacement is less, and resistance to capsizing is wall comparatively, and integrated carrying ability is better, the features such as anti-seepage effect is better.
Accompanying drawing explanation
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: supporting leg type underground continuous wall structure is made up of supporting leg and diaphragm wall, supporting leg 1 is arranged on the bottom of diaphragm wall 2, diaphragm wall 2 is provided with reinforcing cage 3, Convenient table 4 is set bottom reinforcing cage 3, Convenient table 4 is anyhow overlapped by reinforcing bar and forms, Convenient table 4 to be plugged in supporting leg 1 and to be fixed by screws on supporting leg 1, and be connected with air hose 5 in supporting leg 1, air hose 5 leads to the top (as shown in Figure 1) of diaphragm wall 2 through reinforcing cage 3.
Claims (1)
1. a supporting leg type underground continuous wall structure, be made up of supporting leg and diaphragm wall, it is characterized in that described supporting leg (1) is arranged on the bottom of diaphragm wall (2), diaphragm wall (2) is provided with reinforcing cage (3), reinforcing cage (3) bottom arranges Convenient table (4), Convenient table (4) is anyhow overlapped by reinforcing bar and forms, Convenient table (4) to be plugged in supporting leg (1) and to be fixed by screws on supporting leg (1), air hose (5) is connected with in supporting leg (1), air hose (5) leads to the top of diaphragm wall (2) through reinforcing cage (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420544893.1U CN204080790U (en) | 2014-09-12 | 2014-09-12 | Supporting leg type underground continuous wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420544893.1U CN204080790U (en) | 2014-09-12 | 2014-09-12 | Supporting leg type underground continuous wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204080790U true CN204080790U (en) | 2015-01-07 |
Family
ID=52173525
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420544893.1U Expired - Fee Related CN204080790U (en) | 2014-09-12 | 2014-09-12 | Supporting leg type underground continuous wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204080790U (en) |
-
2014
- 2014-09-12 CN CN201420544893.1U patent/CN204080790U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20170912 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |