CN206971353U - A kind of ruggedized construction for receiving well walling crib - Google Patents
A kind of ruggedized construction for receiving well walling crib Download PDFInfo
- Publication number
- CN206971353U CN206971353U CN201720850584.0U CN201720850584U CN206971353U CN 206971353 U CN206971353 U CN 206971353U CN 201720850584 U CN201720850584 U CN 201720850584U CN 206971353 U CN206971353 U CN 206971353U
- Authority
- CN
- China
- Prior art keywords
- well
- walling crib
- layer
- reinforced concrete
- seepage flow
- 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
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Sewage (AREA)
Abstract
It the utility model is related to building field, a kind of more particularly to ruggedized construction for receiving well walling crib, including the concrete foundation layer located at bottom, receipts water pipe on concrete foundation layer, located at the Jing Qiang for receiving water pipe both sides, reinforced concrete layer located at well wall top portion and the walling crib and well double-edged fine-toothed comb located at reinforced concrete layer top, by setting reinforced concrete layer to reinforce Jing Qiang tops or even whole well of receiving, support walling crib and well double-edged fine-toothed comb simultaneously, inspection shaft well head is enabled to bear stronger pressure, percolation Structure is set in walling crib and well double-edged fine-toothed comb surface in addition, it is easy to preferably carry out receipts water.
Description
Technical field
It the utility model is related to building field, more particularly to a kind of ruggedized construction for receiving well walling crib.
Background technology
It is the small Fang Jing for being used for collecting surface gathered water on roadside to receive well, receives well by receiving water pipe and inspection shaft phase
Even, the rainwater of collection is discharged into inspection shaft, though conventional receipts water can not tackle stronger with certain bearing capacity
Compression situation, once strong compression situation occurs, then the damage of inspection shaft is easily caused, be not easy to repair.
Utility model content
Technical problem to be solved in the utility model is to overcome the deficiencies in the prior art, there is provided one kind receives well
The ruggedized construction of walling crib.
The utility model is to be achieved by the following technical programs：
A kind of ruggedized construction for receiving well walling crib, including the concrete foundation layer located at bottom, located at concrete foundation layer
On receipts water pipe, located at the Jing Qiang for receiving water pipe both sides, located at the reinforced concrete layer in well wall top portion and located at reinforced concrete layer
The walling crib and well double-edged fine-toothed comb on top, wherein,
The walling crib includes base and is connected to the back-up ring of middle side part, and the base presses close to the setting of well wall top inner side,
The well double-edged fine-toothed comb is placed in the ladder platform formed on the inside of base with back-up ring；
The well wall top outer is slotted provided with concrete, and reinforced concrete layer is filled in concrete fluting and covered
Well wall top portion on the outside of back-up ring；
The well double-edged fine-toothed comb includes the inclination diversion division for being located at the seepage flow hole portion at middle part and being connected with seepage flow hole portion, the seepage flow
Hole portion is provided with multiple seepage flow holes, and the seepage flow hole portion is highly less than back-up ring, and the inclination diversion division tilts towards seepage flow hole portion.
The reinforced concrete layer top is equal with the substructure height of walling crib, and the bottom on the outside of reinforced concrete layer and back-up ring
Seat top oversite concrete asphalt surface course.
The well wall apical lateral of side is slotted provided with Jing Qiang, and kerbstone is fixed in Jing Qiang flutings, people is set on the outside of kerbstone
Trade pave-load layer.
The receipts water pipe is concrete water pipe.
The beneficial effects of the utility model are：
By setting reinforced concrete layer to reinforce Jing Qiang tops or even whole well of receiving, while support walling crib and well are combed
Son so that inspection shaft well head can bear stronger pressure, set percolation Structure in walling crib and well double-edged fine-toothed comb surface in addition, just
In preferably carrying out receipts water.
Brief description of the drawings
Fig. 1 is main structure diagram of the present utility model.
Fig. 2 is the structural representation that the utility model presses close to roadside setting.
Fig. 3 is walling crib of the present utility model and well double-edged fine-toothed comb surface texture schematic diagram.
In figure：1. concrete foundation layer, 2. receipts water pipes, 3. Jing Qiang, 4. reinforced concrete layers, 5. walling cribs, 6. well double-edged fine-toothed combs, 7.
Base, 8. back-up rings, 9. seepage flow hole portions, 10. inclination diversion divisions, 11. seepage flow holes, 12. concrete asphalt surface courses, 13. Jing Qiang flutings,
14. kerbstone, 15. pavement pave-load layers.
Embodiment
In order that those skilled in the art more fully understand the technical solution of the utility model, below in conjunction with the accompanying drawings
The utility model is described in further detail with most preferred embodiment.
As illustrated, the utility model includes the concrete foundation layer 1 located at bottom, the receipts on concrete foundation layer
Water pipe 2, located at the well wall 3 for receiving water pipe both sides, located at the reinforced concrete layer 4 in well wall top portion and located at reinforced concrete layer top
Walling crib 5 and well double-edged fine-toothed comb 6, wherein,
Well wall can pour fixation with concrete foundation layer；
The walling crib includes base 7 and is connected to the back-up ring 8 of middle side part, and the base is pressed close to well wall top inner side and set
Put, the well double-edged fine-toothed comb is placed in the ladder platform formed on the inside of base with back-up ring；
The well wall top outer is slotted provided with concrete, and reinforced concrete layer is filled in concrete fluting and covered
Well wall top portion on the outside of back-up ring；
The well double-edged fine-toothed comb includes the inclination diversion division 10 for being located at the seepage flow hole portion 9 at middle part and being connected with seepage flow hole portion, described
Seepage flow hole portion is provided with multiple seepage flow holes 11, and the seepage flow hole portion is highly less than back-up ring, and the diversion division that tilts is towards seepage flow hole portion
Tilt.
Preferably, the reinforced concrete layer top is equal with the substructure height of walling crib, and reinforced concrete layer and back-up ring
Oversite concrete asphalt surface course 12, levelling with the road surface of both sides above the base in outside.
The chassis outer side of walling crib is reinforced concrete layer and its concrete asphalt surface course on top is pushed down, and realizes and fixes, well
It is used to place well double-edged fine-toothed comb on the inside of the base of circle；
Reinforced concrete layer is reinforced to Jing Qiang tops or even whole well of receiving, while support walling crib and well double-edged fine-toothed comb so that inspection
Stronger pressure can be born by looking into well well head.
When the receipts well side in this example is affixed on roadside, the well wall apical lateral of side sets Jing Qiang flutings 13, Jing Qiang
Kerbstone 14 is fixed in fluting, the pavement pave-load layer 15 by ground tile paving is set on the outside of kerbstone.
Preferably, the receipts water pipe is concrete water pipe.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (4)
1. a kind of ruggedized construction for receiving well walling crib, it is characterised in that including the concrete foundation layer located at bottom, located at coagulation
Receipts water pipe on earth foundation layer, located at the Jing Qiang for receiving water pipe both sides, located at the reinforced concrete layer in well wall top portion and located at reinforcing
The walling crib and well double-edged fine-toothed comb on concrete layer top, wherein,
The walling crib includes base and is connected to the back-up ring of middle side part, and the base presses close to the setting of well wall top inner side, described
Well double-edged fine-toothed comb is placed in the ladder platform formed on the inside of base with back-up ring；
The well wall top outer is slotted provided with concrete, and reinforced concrete layer is filled on the outside of concrete fluting and covering back-up ring
Well wall top portion；
The well double-edged fine-toothed comb includes the inclination diversion division for being located at the seepage flow hole portion at middle part and being connected with seepage flow hole portion, the seepage flow hole portion
Multiple seepage flow holes are provided with, the seepage flow hole portion is highly less than back-up ring, and the inclination diversion division tilts towards seepage flow hole portion.
A kind of 2. ruggedized construction for receiving well walling crib according to claim 1, it is characterised in that the reinforced concrete layer
Top is equal with the substructure height of walling crib, and oversite concrete pitch table above the base on the outside of reinforced concrete layer and back-up ring
Layer.
A kind of 3. ruggedized construction for receiving well walling crib according to claim 1, it is characterised in that the well wall top of side
End outside is provided with Jing Qiang and slotted, and kerbstone is fixed in Jing Qiang flutings, pavement pave-load layer is set on the outside of kerbstone.
4. a kind of ruggedized construction for receiving well walling crib according to claim 1, it is characterised in that the receipts water pipe is coagulation
Native water pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720850584.0U CN206971353U (en) | 2017-07-13 | 2017-07-13 | A kind of ruggedized construction for receiving well walling crib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720850584.0U CN206971353U (en) | 2017-07-13 | 2017-07-13 | A kind of ruggedized construction for receiving well walling crib |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971353U true CN206971353U (en) | 2018-02-06 |
Family
ID=61402452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720850584.0U Expired - Fee Related CN206971353U (en) | 2017-07-13 | 2017-07-13 | A kind of ruggedized construction for receiving well walling crib |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971353U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024847A (en) * | 2018-07-17 | 2018-12-18 | 芜湖芬特勘测服务有限公司 | A kind of gutter structure of municipal works |
-
2017
- 2017-07-13 CN CN201720850584.0U patent/CN206971353U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024847A (en) * | 2018-07-17 | 2018-12-18 | 芜湖芬特勘测服务有限公司 | A kind of gutter structure of municipal works |
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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: 20180206 Termination date: 20180713 |