CN110820808A - Method for installing rain sewage well cover on asphalt pavement - Google Patents
Method for installing rain sewage well cover on asphalt pavement Download PDFInfo
- Publication number
- CN110820808A CN110820808A CN201810906380.3A CN201810906380A CN110820808A CN 110820808 A CN110820808 A CN 110820808A CN 201810906380 A CN201810906380 A CN 201810906380A CN 110820808 A CN110820808 A CN 110820808A
- Authority
- CN
- China
- Prior art keywords
- well
- asphalt pavement
- annular groove
- well cover
- height
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
Abstract
The invention relates to a method for installing a rain sewage well cover on an asphalt pavement, which comprises the following steps: (1) when the asphalt pavement is constructed, an annular groove is reserved around the well ring; (2) laying anti-settling reinforcing steel bars in the annular grooves; (3) the well lid is suspended by using the hoisting device, and the suspension height is adjusted until the height of the upper end surface of the well lid is consistent with the height of the road surface, so that the suspension state of the well lid is maintained; (4) and pouring concrete into the annular groove, curing, and removing the hanging device after the concrete reaches a preset strength. The invention has the advantages that: the method is simple in construction, the installed well cover is not settled, the well cover can pass through a vehicle with a large load, and the well cover is good in flatness and smooth to pass.
Description
Technical Field
The invention relates to a method for installing a rain sewage well cover on an asphalt pavement.
Background
The traditional method of the asphalt pavement rain sewage well cover is that after the base construction is finished, before the asphalt pavement construction, bricks, stones or concrete are used for lifting a well body well to a designed elevation, a well ring is placed, and then asphalt is paved. The technology has the advantages that the compaction degree of the asphalt cannot be controlled in advance, the well ring is often one or two centimeters higher or lower than the asphalt pavement, and is not flat, so that the vehicle cannot stably pass through the technology. And the well mouth can often be smashed by the vehicle, leads to the walling crib to sink or broken, influences the safety of passing.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a method for installing a rain sewage well cover on an asphalt pavement, and the technical scheme of the invention is as follows:
a method for installing a rain sewage well cover on an asphalt pavement comprises the following steps:
(1) when the asphalt pavement is constructed, an annular groove is reserved around the well ring;
(2) a lower civil grid layer, an anti-settling reinforcing steel bar and an upper civil grid layer are sequentially paved in the annular groove from bottom to top;
(3) the well lid is suspended by using the hoisting device, and the suspension height is adjusted until the height of the upper end surface of the well lid is consistent with that of the road surface, so that the suspension state of the well lid is maintained;
(4) and pouring concrete into the annular groove, covering the lower wood grid layer, the anti-settling reinforcing steel bars and the upper civil grid layer with the concrete, maintaining, and removing the suspension device after the concrete reaches a preset strength.
The distance between the outer edge of the annular groove and the walling crib is 30-50 cm.
The invention has the advantages that: the method is simple in construction, the installed well cover is not settled, the well cover can pass through an automobile, the flatness is good, and the passing is smooth.
Detailed Description
The invention will be further described with reference to specific embodiments, and the advantages and features of the invention will become apparent as the description proceeds. These examples are illustrative only and do not limit the scope of the present invention in any way. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention, and that such changes and modifications may be made without departing from the spirit and scope of the invention.
The invention relates to a method for installing a rain sewage well cover on an asphalt pavement, which comprises the following steps:
(1) when the asphalt pavement is constructed, an annular groove is reserved around the well ring;
(2) a lower civil grid layer, an anti-settling reinforcing steel bar and an upper civil grid layer are sequentially paved in the annular groove from bottom to top;
(3) the well lid is suspended by using the hoisting device, and the suspension height is adjusted until the height of the upper end surface of the well lid is consistent with that of the road surface, so that the suspension state of the well lid is maintained;
(4) and pouring concrete into the annular groove, covering the lower wood grid layer, the anti-settling reinforcing steel bars and the upper civil grid layer with the concrete, maintaining, and removing the suspension device after the concrete reaches a preset strength.
The distance between the outer edge of the annular groove and the walling crib is 30-50 cm.
Through the process, the installed well lid is not settled, can pass through a loaded automobile, and is good in flatness and smooth to pass.
Claims (2)
1. The method for installing the asphalt pavement rainwater and sewage well cover is characterized by comprising the following steps of:
(1) when the asphalt pavement is constructed, an annular groove is reserved around the well ring;
(2) in the annular grooveA lower earth-wood grid layer, an anti-sedimentation reinforcing steel bar and an upper civil grid layer are sequentially laid from bottom to top;
(3) the well lid is suspended by using the hoisting device, and the suspension height is adjusted until the height of the upper end surface of the well lid is consistent with that of the road surface, so that the suspension state of the well lid is maintained;
(4) and pouring concrete into the annular groove, covering the lower wood grid layer, the anti-settling reinforcing steel bars and the upper civil grid layer with the concrete, maintaining, and removing the suspension device after the concrete reaches a preset strength.
2. The method for installing the rainwater and sewage well cover on the asphalt pavement according to claim 1, wherein the distance between the outer edge of the annular groove and the well ring is 30-50 cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810906380.3A CN110820808A (en) | 2018-08-10 | 2018-08-10 | Method for installing rain sewage well cover on asphalt pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810906380.3A CN110820808A (en) | 2018-08-10 | 2018-08-10 | Method for installing rain sewage well cover on asphalt pavement |
Publications (1)
Publication Number | Publication Date |
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CN110820808A true CN110820808A (en) | 2020-02-21 |
Family
ID=69541025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201810906380.3A Pending CN110820808A (en) | 2018-08-10 | 2018-08-10 | Method for installing rain sewage well cover on asphalt pavement |
Country Status (1)
Country | Link |
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CN (1) | CN110820808A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101718101A (en) * | 2009-11-19 | 2010-06-02 | 济南城建工程公司 | Concrete integral pouring construction method and device for road inspection well |
KR20100108786A (en) * | 2009-03-30 | 2010-10-08 | (주)한성 | Manhole with mounting device of cover having height control function |
CN104695300A (en) * | 2015-02-06 | 2015-06-10 | 湖北益通建设股份有限公司 | Process for lifting asphalt pavement inspection well and lifting structure |
CN105133655A (en) * | 2015-09-01 | 2015-12-09 | 深圳市建设(集团)有限公司 | Construction method of well lid of road surface inspection well and auxiliary installation device |
CN107313456A (en) * | 2017-06-26 | 2017-11-03 | 中国建筑局(集团)有限公司 | A kind of municipal inspection shaft and its anti-excavation construction method |
CN108360570A (en) * | 2018-03-30 | 2018-08-03 | 中大建设股份有限公司 | Bituminous paving inspection shaft gug construction method |
-
2018
- 2018-08-10 CN CN201810906380.3A patent/CN110820808A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20100108786A (en) * | 2009-03-30 | 2010-10-08 | (주)한성 | Manhole with mounting device of cover having height control function |
CN101718101A (en) * | 2009-11-19 | 2010-06-02 | 济南城建工程公司 | Concrete integral pouring construction method and device for road inspection well |
CN104695300A (en) * | 2015-02-06 | 2015-06-10 | 湖北益通建设股份有限公司 | Process for lifting asphalt pavement inspection well and lifting structure |
CN105133655A (en) * | 2015-09-01 | 2015-12-09 | 深圳市建设(集团)有限公司 | Construction method of well lid of road surface inspection well and auxiliary installation device |
CN107313456A (en) * | 2017-06-26 | 2017-11-03 | 中国建筑局(集团)有限公司 | A kind of municipal inspection shaft and its anti-excavation construction method |
CN108360570A (en) * | 2018-03-30 | 2018-08-03 | 中大建设股份有限公司 | Bituminous paving inspection shaft gug construction method |
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Legal Events
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PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200221 |