CN208280184U - Round manhole cover paving structure on a kind of ground brick paving - Google Patents
Round manhole cover paving structure on a kind of ground brick paving Download PDFInfo
- Publication number
- CN208280184U CN208280184U CN201820874888.5U CN201820874888U CN208280184U CN 208280184 U CN208280184 U CN 208280184U CN 201820874888 U CN201820874888 U CN 201820874888U CN 208280184 U CN208280184 U CN 208280184U
- Authority
- CN
- China
- Prior art keywords
- well lid
- floor tile
- concrete
- paving
- manhole cover
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model proposes the round manhole cover paving structures on ground brick paving, including pit shaft, well lid, the floor tile for being laid on well lid surrounding and the concrete cushion being arranged in below well lid and floor tile.The concrete cushion extends on the inside of pit shaft.Cement mortar boundary layer and mortar regulating course are disposed between the floor tile and concrete cushion from top to bottom.The concrete drop-over band that outer edge is rectangle is provided between the well lid and floor tile, the concrete drop-over band is mated formation above concrete cushion.The utility model passes through the concrete drop-over band being arranged between well lid and floor tile, so that laying of the floor tile around well lid does not need cutting or base is thinned, therefore is laid with securely, easy for construction while beautiful and generous.
Description
Technical field
The utility model relates to building fields, specifically in municipal works round manhole cover on brick paving mat formation knot
Structure.
Background technique
In municipal works, the inspection shaft on road surface mostly uses greatly round manhole cover, and it is good that round manhole cover has a stress, is not easy to fall
The advantages of falling.But mat formation in the pavement of ground brick paving, around well lid floor tile construction when, need irregularly to cut floor tile
It cuts, segment plate is too small excessively broken, and construction is complicated.The well seat of part circular well lid is additionally provided with the reinforcement side rib to evagination, causes
Edge laying depth need to be thinned.Above situation can all lead to problems such as the floor tile around well lid fracture occur, tilt.
Utility model content
To solve the above problems, the utility model proposes the round manhole cover paving structure on a kind of ground brick paving, floor tile paving
It is beautiful and generous if securely, easy for construction.
Technical solution: the utility model proposes the round manhole cover paving structures on a kind of ground brick paving, including pit shaft, well
The concrete cushion for covering, being laid on the floor tile of well lid surrounding and being arranged in below well lid and floor tile.The concrete cushion prolongs
It extends on the inside of pit shaft.It is disposed with cement mortar boundary layer from top to bottom between the floor tile and concrete cushion and mortar is whole
Leveling.The concrete drop-over band that outer edge is rectangle is provided between the well lid and floor tile, the concrete drop-over band is mated formation
Above concrete cushion.
Further, the outer edge of the concrete drop-over band and the vertical range of well lid are between 100mm and 500mm.
Further, the concrete drop-over band and floor tile are contour.
Further, be provided with well seat below the well lid between concrete cushion, the well seat be provided with for it is mixed
The bolt hole of solidifying soil padding anchoring.
Further, sub- lid is additionally provided with below the well lid, the sub- lid support is mounted on well seat.
Further, the junction of the well lid and well seat is provided with rubber buffer ring.
The utility model has the advantages that the utility model passes through the concrete drop-over band being arranged between well lid and floor tile, so that floor tile exists
Laying around well lid does not need cutting or base is thinned, therefore is laid with securely, easy for construction while beautiful and generous.
Detailed description of the invention
Fig. 1 is the sectional structure chart of the utility model；
Fig. 2 is the well lid of the utility model and the top view of concrete drop-over band.
Specific embodiment
Such as Fig. 1, an embodiment of the present invention, including pit shaft 1, well lid 2, be laid on the floor tile 3 of 2 surrounding of well lid with
And the concrete cushion 4 below well lid 2 and floor tile 3 is set.Concrete drop-over band 7 is set between the well lid 2 and floor tile 3,
The concrete drop-over band 7 is mated formation above concrete cushion 4, and contour with floor tile 3.The concrete cushion 4 of formed by integrally casting
1 inside of pit shaft is extended to below floor tile 3, is played a supporting role to well lid 2, floor tile 3 and concrete drop-over band 7, is made simultaneously
Load suffered by well lid 2 can equably conduct downwards, improve load capacity.
Such as Fig. 2,7 outer edge of concrete drop-over band is rectangle.The floor tile 3 along concrete drop-over band 7 surrounding,
It is laid on concrete cushion 4 by cement mortar boundary layer 5 and mortar regulating course 6.Such paving structure make floor tile 3 with
The junction perfect transition of well lid 2, floor tile 3 are laid with according to normal construction, are laid with securely, easy for construction, and junction is beautiful big
Side.
The vertical range of the outer edge of the concrete drop-over band 7 and well lid 2 can be with according to the size of well lid 2 and floor tile 3
Select 100mm to 500mm.
Well seat 8 is additionally provided between the well lid 2 and concrete cushion 4 of the present embodiment, bolt hole 9, anchor is arranged in the well seat 8
Gu well lid 2 is placed on well seat 8 on concrete cushion 4.Well seat 8 is by being arranged the reinforcement side rib to evagination, so that well lid 2
It is able to bear bigger load.
Sub- lid 10 is additionally provided with below the well lid 2, the sub- support of lid 10 is mounted on well seat 8, can prevent well lid 2
Personnel fall after broken, strengthen safeguard function.
The junction of the well lid 2 and well seat 8 is provided with rubber buffer ring 11, plays the role of sealing and buffering.
Claims (6)
1. the round manhole cover paving structure on a kind of ground brick paving, including pit shaft (1), well lid (2), it is laid on well lid (2) surrounding
Floor tile (3) and concrete cushion (4) below well lid (2) and floor tile (3) is set；The concrete cushion (4) extends
On the inside of to pit shaft (1)；It is disposed with cement mortar boundary layer from top to bottom between the floor tile (3) and concrete cushion (4)
(5) and mortar regulating course (6), it is characterised in that: it is the mixed of rectangle that outer edge is provided between the well lid (2) and floor tile (3)
Solidifying soil drop-over band (7), the concrete drop-over band (7) are mated formation above concrete cushion (4).
2. the round manhole cover paving structure on ground according to claim 1 brick paving, it is characterised in that: the concrete is suitable
The outer edge of tape splicing (7) and the vertical range of well lid (2) are 100mm to 500mm.
3. the round manhole cover paving structure on ground according to claim 2 brick paving, it is characterised in that: the concrete is suitable
Tape splicing (7) and floor tile (3) are contour.
4. the round manhole cover paving structure on ground brick paving according to claim 1 to 3, it is characterised in that: institute
It states and is provided between well lid (2) and concrete cushion (4) well seat (8), the well seat (8), which is provided with, to be used for and concrete cushion
(4) bolt hole (9) anchored.
5. the round manhole cover paving structure on ground according to claim 4 brick paving, it is characterised in that: the well lid (2)
Lower section is additionally provided with sub- lid (10), and sub- lid (10) support is mounted on well seat (8).
6. the round manhole cover paving structure on ground according to claim 4 brick paving, it is characterised in that: the well lid (2)
The junction of well seat (8) is provided with rubber buffer ring (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820874888.5U CN208280184U (en) | 2018-06-07 | 2018-06-07 | Round manhole cover paving structure on a kind of ground brick paving |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820874888.5U CN208280184U (en) | 2018-06-07 | 2018-06-07 | Round manhole cover paving structure on a kind of ground brick paving |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208280184U true CN208280184U (en) | 2018-12-25 |
Family
ID=64706021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820874888.5U Expired - Fee Related CN208280184U (en) | 2018-06-07 | 2018-06-07 | Round manhole cover paving structure on a kind of ground brick paving |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208280184U (en) |
-
2018
- 2018-06-07 CN CN201820874888.5U patent/CN208280184U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108487323B (en) | Construction process of manhole cover device of inspection well on road | |
| RU2358063C1 (en) | Device for slope surface grouting | |
| CN209227580U (en) | The tower-crane foundation structure of raft foundation is placed under a kind of | |
| CN103774687A (en) | Single-pipe tower prefabricated spiral steel pipe pile foundation | |
| CN111962533A (en) | Energy dissipation type pile anchor structure in strong seismic region and construction method thereof | |
| CN109372018A (en) | Soft base Self-sinking type underground space structure construction and construction technology | |
| RU2392387C2 (en) | Device and method for reinforcement of mast base | |
| CN110067360A (en) | Aerial adjustable terrace system | |
| US8220214B1 (en) | Prefabricated weight distribution element | |
| CN208280184U (en) | Round manhole cover paving structure on a kind of ground brick paving | |
| KR101401730B1 (en) | Reinforcing method of bearing power for soft ground and reinforcing apparatus used in the same method | |
| KR101033657B1 (en) | Paving materials for restraining ground subsidence and preventing transformation of pavement surface | |
| JP3956226B2 (en) | Road construction method and upper construction plate used therefor | |
| KR101213404B1 (en) | Concrete structure for bridge and its manufacturing method | |
| KR200437489Y1 (en) | Boundary block installation outlet of a roadway and sidewalk | |
| JP3881916B2 (en) | Method for reducing settlement of soft ground | |
| CN109113080B (en) | Rock mass high cut slope anchor pier net cage coupling ecological slope protection method | |
| CN207419538U (en) | A kind of height-adjustable inspection shaft covering system | |
| CN207597177U (en) | A kind of elevated bridge lower floor road structure | |
| RU94248U1 (en) | BUILDING BLOCK | |
| CN209723045U (en) | Pavement Manhole cover assembly | |
| CN104612174A (en) | Ultrasoft soil brick molding bed auxiliary bearing platform structure and construction method thereof | |
| CN203924048U (en) | Fold-line-shaped pile foundation structure | |
| CN211395642U (en) | Control is thrown and is filled body foundation and subside structure | |
| JP7358089B2 (en) | Lightweight embankment structure and lightweight embankment manufacturing method |
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: 20181225 Termination date: 20200607 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |