CN201687003U - Novel prefabricated road well - Google Patents
Novel prefabricated road well Download PDFInfo
- Publication number
- CN201687003U CN201687003U CN2010201433638U CN201020143363U CN201687003U CN 201687003 U CN201687003 U CN 201687003U CN 2010201433638 U CN2010201433638 U CN 2010201433638U CN 201020143363 U CN201020143363 U CN 201020143363U CN 201687003 U CN201687003 U CN 201687003U
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- Prior art keywords
- well
- road
- ring
- prefabricated
- wells
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- 239000004568 cement Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 abstract description 11
- 239000002689 soil Substances 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000004891 communication Methods 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 3
- 238000005260 corrosion Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000005266 casting Methods 0.000 abstract description 2
- 239000010865 sewage Substances 0.000 abstract 1
- 239000010426 asphalt Substances 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 229930000044 secondary metabolite Natural products 0.000 description 1
Images
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- Road Paving Structures (AREA)
Abstract
The utility model relates to a novel prefabricated road well, which comprises a well body provided with a water inlet and a water outlet, and a well ring provided with a well cover. The utility model is characterized in that the well body is prefabricated into a cement well body with a hollow inner chamber, the upper end of the well body is provided with a well head table, and the lower end of the well body is provided with an anti-settlement well seat. The utility model has the advantages that the road well is prefabricated in a factory, and is directly transported to the field for installation, the construction is simple, a road leveling machine can simultaneously compact the soil layer around the well body and the road surface, the periphery of the well body of the road well and the road surface have the same density, resist pressure and can not collapse, the requirement on the quality of the road surface is met, the construction period and expenses are saved, the problem that the periphery of the well collapses is solved, and the quality and the service life of the road surface are improved. The road well is made of integral cement casting material which resists corrosion and has long service life. The road well is suitable for all well types (pure water wells, rainwater wells, communication wells, sewage wells and the like), and the technical size can be flexibly changed according to the actual construction requirements.
Description
Technical field
The utility model belongs to the road well, relates in particular to a kind of novel prefabricated road well.
Background technology
Road pavement need be provided with the various roads well that is applied to communication and blowdown at present.Then to cooperate road to build when municipal engineering re-lay road and build the road well.When shop basic unit road surface, will finish the work of building road well well bore of building simultaneously, Deng lay to road surface secondary rolling layers finish after, build the well head of building the road well again, wait for the road surfacing bitumen layer, Deng having spread pitch, the bitumen layer around the well head is dug open again, the well ring is filled to the road surface equal height fills up around the well head with cement.Because the road roller tool is to constructional difficulties around the well bore, around the well bore can not with road surface compacting simultaneously, cause well bore around the soil layer compacted density not enough, can't reach the workmanship requirement.Owing to be two kinds of building materials again because of above-mentioned reason, well head is not withstand voltage, long-time majority all can subside, and can't guarantee pavement quality at all.Adopt calculon to build the road well of building simultaneously now, not corrosion-resistant, application life is short, very easily subsides, and therefore present road surface and Lu Jing joint portion all is rugged, influences road speed, also is prone to because of the well generation vehicle collision traffic accident of hiding.The road well needs 2 constructions, causes construction and maintenance engineering cost height, prolongs the construction period.The town road transport development demands developing a kind of road well of constructing simply, especially can solve the problem of subsiding in well week urgently, to have improved pavement quality and service life.
The utility model content
The utility model is in order to overcome deficiency of the prior art, a kind of novel prefabricated road well is provided, moulding is prefabricated in the factory, directly transport to on-the-spot the installation, construction is simple, and the road roller tool can be with soil layer around the well bore and road surface compacting simultaneously, reach the pavement quality requirement, save construction period and expense, and solved the problem of subsiding in well week, improved pavement quality and service life.
The utility model for achieving the above object, be achieved through the following technical solutions: a kind of novel prefabricated road well, comprise well bore that has entery and delivery port and the well ring that well lid is installed, it is characterized in that: described well bore is prefabricated into the cement well bore that has hollow cavity, described well bore upper end is provided with wellhead bay, and the lower end is provided with anti-settling well seat.
Described well ring is made of walling crib and well ring seat, and walling crib is provided with the seam of placing well lid, and hollow cylindrical well ring seat is provided with fixing hole.
The wellhead bay of described well bore upper end is provided with seam, the built-in annular wells cover of seam, and the well ring seat of ring and well ring is movingly in the well cover.
The seam of described wellhead bay is provided with the groove of some placement cushion pads.
Be provided with the loop buffer pad between the wellhead bay of the walling crib of described well ring and well bore upper end.
Beneficial effect: moulding is prefabricated in the factory, directly transport to on-the-spot the installation, construction is simple, and the road roller tool can around the well well bore of road equate soil layer around the well bore and road surface compacting simultaneously with road surface density, withstand voltage, can not subside, reach the pavement quality requirement, save construction period and expense, and solved the problem of subsiding in well week, improved pavement quality and service life.Lu Jingwei one cement casting material, corrosion-resistant, long service life.The road well is applicable to all well types (water purification well catch-basin communication well sink hole) etc., and technical size can be according to the practice of construction requirement, change flexibly.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Among the figure: 1,2 entery and delivery ports, 3, well bore, 3-1, wellhead bay, 3-2, well seat, 4, well lid, 5, well ring, 5-1, walling crib, 5-2, well ring seat, 5-3, seam, 5-4, fixing hole, 6, seam, 7, the annular wells cover, 8, groove, 9, cushion pad, 10, the loop buffer pad.
The specific embodiment
Below in conjunction with preferred embodiment, details are as follows to the specific embodiment that foundation the utility model provides.See accompanying drawing for details, a kind of novel prefabricated road well, comprise well bore 3 that has entery and delivery port 1,2 and the well ring 5 that well lid 4 is installed, described well bore is prefabricated into the cement well bore that has hollow cavity, described well bore upper end is provided with wellhead bay 3-1, the lower end is provided with anti-settling well seat 3-2, and firm whole well bore can prevent that well bore from sinking.Described well ring is made of walling crib 5-1 and well ring seat 5-2, and walling crib is provided with the seam 5-3 that places well lid, and hollow cylindrical well ring seat is provided with fixing hole 5-4, fixes by pin (not shown) and the circular hole (not shown) that is located at the well bore inwall.The wellhead bay of described well bore upper end is provided with seam 6, the built-in annular wells cover 7 of seam, in the well cover well ring seat of ring and well ring movingly, the well cover is the well ring fixedly, adjusts well lid and well ring and road surface relative altitude.The seam of described wellhead bay is provided with the groove 8 of some placement cushion pads 9, is generally 120 degree a groove is set.Be provided with loop buffer pad 10 between the wellhead bay of the walling crib of described well ring and well bore upper end.
Operating principle: prefabricated cement well bore can be prefabricated into cylindrical or rectangle or square as required.Put into undergroundly perpendicular to ground, construct synchronously with the road surfacing operation, head layer tabia material is fair with the wellhead bay 3-1 of well bore, the road roller tool simultaneously with well bore after the compacting of road surface; When carrying out the laying of secondary compound, again well is mounted in the seam of wellhead bay 3, puts cushion pad 9 in the groove 8 of seam, after the compacting; During the asphalt road surface well ring is inserted in the well bore inner chamber, the fixing hole on the hollow cylindrical well ring seat is fixed by pin and the circular hole that is located at the well bore inwall, can realize well lid and pavement-height just as.Cushion pad and buffering annular shim adopt foamed plastic to make, and when well ring and well cover pressurized, can make cushion pad and the distortion of buffering annular shim, during the compacting road surface, adjust the road surface and depress stroke, play the effect of adjusting the Lu Jingyu pavement-height.When needing repairing after using for many years,, insert in the fixing hole of well bore diverse location by pin again, can realize that well lid is identical with pavement-height as long as will adjust on the well hoop.
The above only is preferred embodiment of the present utility model, is not structure of the present utility model is done any pro forma restriction.Every foundation technical spirit of the present utility model all still belongs in the scope of the technical solution of the utility model any simple modification, equivalent variations and modification that above embodiment did.
Claims (5)
1. a novel prefabricated road well comprises well bore that has entery and delivery port and the well ring that well lid is installed, and it is characterized in that: described well bore is prefabricated into the cement well bore that has hollow cavity, and described well bore upper end is provided with wellhead bay, and the lower end is provided with anti-settling well seat.
2. novel prefabricated according to claim 1 road well, it is characterized in that: described well ring is made of walling crib and well ring seat, and walling crib is provided with the seam of placing well lid, and hollow cylindrical well ring seat is provided with fixing hole.
3. novel prefabricated according to claim 1 road well is characterized in that: the wellhead bay of described well bore upper end is provided with seam, the built-in annular wells cover of seam, and the well ring seat of ring and well ring is movingly in the well cover.
4. according to claim 1 or 3 described novel prefabricated road wells, it is characterized in that: the seam of described wellhead bay is provided with the groove of some placement cushion pads.
5. novel prefabricated according to claim 1 and 2 road well is characterized in that: be provided with the loop buffer pad between the wellhead bay of the walling crib of described well ring and well bore upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201433638U CN201687003U (en) | 2010-03-29 | 2010-03-29 | Novel prefabricated road well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201433638U CN201687003U (en) | 2010-03-29 | 2010-03-29 | Novel prefabricated road well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201687003U true CN201687003U (en) | 2010-12-29 |
Family
ID=43375288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201433638U Expired - Fee Related CN201687003U (en) | 2010-03-29 | 2010-03-29 | Novel prefabricated road well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201687003U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767191A (en) * | 2012-07-25 | 2012-11-07 | 庞学雷 | Anti-differential-settlement inspection well device and construction method thereof |
| CN103306306A (en) * | 2012-07-25 | 2013-09-18 | 庞学雷 | Anti-differential settlement inspection well device and construction method thereof |
| CN107237357A (en) * | 2017-07-14 | 2017-10-10 | 袁奥 | Cover of inspection well module and its construction method |
| CN108532639A (en) * | 2018-05-31 | 2018-09-14 | 中国冶集团有限公司 | Bituminous paving well lid and installation method with adjustable pedestal |
| CN111894041A (en) * | 2020-08-28 | 2020-11-06 | 安徽绿洲危险废物综合利用有限公司 | Anti-seismic wear-resistant composite resin inspection well |
| CN112681487A (en) * | 2019-10-17 | 2021-04-20 | 上海华夏波纹钢研究院 | Novel corrugated steel inspection well structure and construction method |
-
2010
- 2010-03-29 CN CN2010201433638U patent/CN201687003U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767191A (en) * | 2012-07-25 | 2012-11-07 | 庞学雷 | Anti-differential-settlement inspection well device and construction method thereof |
| CN103306306A (en) * | 2012-07-25 | 2013-09-18 | 庞学雷 | Anti-differential settlement inspection well device and construction method thereof |
| CN107237357A (en) * | 2017-07-14 | 2017-10-10 | 袁奥 | Cover of inspection well module and its construction method |
| CN108532639A (en) * | 2018-05-31 | 2018-09-14 | 中国冶集团有限公司 | Bituminous paving well lid and installation method with adjustable pedestal |
| CN112681487A (en) * | 2019-10-17 | 2021-04-20 | 上海华夏波纹钢研究院 | Novel corrugated steel inspection well structure and construction method |
| CN111894041A (en) * | 2020-08-28 | 2020-11-06 | 安徽绿洲危险废物综合利用有限公司 | Anti-seismic wear-resistant composite resin inspection well |
| CN111894041B (en) * | 2020-08-28 | 2022-04-15 | 安徽绿洲危险废物综合利用有限公司 | Anti-seismic wear-resistant composite resin inspection well |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: HAN JINGANG Owner name: TIANJIN YUQIANG INDUSTRY + TRADE CO., LTD. Free format text: FORMER OWNER: QI YUQIANG Effective date: 20111117 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 300130 HONGQIAO, TIANJIN TO: 300380 XIQING, TIANJIN |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20111117 Address after: 300380 Li village, middle Beizhen, Xiqing District, Tianjin Patentee after: Tianjin Yu Qiang industry and Trade Co., Ltd. Address before: 300130 Tianjin city Hongqiao District No. 2 Galina Park 402 Building 1 Co-patentee before: Han Jingang Patentee before: Qi Yuqiang |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101229 Termination date: 20130329 |