CN106869285A - A kind of prefabricated draining ground sewer pipe and construction method - Google Patents
A kind of prefabricated draining ground sewer pipe and construction method Download PDFInfo
- Publication number
- CN106869285A CN106869285A CN201611261466.2A CN201611261466A CN106869285A CN 106869285 A CN106869285 A CN 106869285A CN 201611261466 A CN201611261466 A CN 201611261466A CN 106869285 A CN106869285 A CN 106869285A
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- China
- Prior art keywords
- pipe support
- pipe
- groove
- construction method
- draining ground
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of prefabricated draining ground sewer pipe and construction method, including pipe support, the front end of the pipe support, rear end are open, and the upper end of the pipe support is uniformly provided with filter bores.The construction method, comprises the following steps：The first step：Groove is dug；Second step：Pipe support is stitched together successively along the length direction of groove, and is placed into groove after fixation；3rd step：In trench region casting concrete, one-shot forming.Reasonable in design of the present invention, low cost of manufacture, solve the problems, such as that traditional draining ground ditch construction method is present waste time and energy, complex process, improve efficiency of construction, using technical scheme after, can be with one-shot forming, good forming effect.
Description
Technical field
The present invention relates to a kind of drainage, specifically a kind of prefabricated draining ground sewer pipe and construction method.
Background technology
Trench refers to the layings such as the gutter or cable, the pipeline that are done on aproll side after rain water on roof pipe is connected on aproll
Pipeline.Gutter refers to the ditch or hidden pipe for excluding the unnecessary water in ground or underground.In house decoration, often having a bath
Between lay trench carry out draining, but it is existing do draining trench method be：Bed course is first opened up, ditch body is then built, then spread
Cement, complex process wastes time and energy.
The content of the invention
For the defect of above-mentioned technology, the present invention proposes a kind of prefabricated draining ground sewer pipe and construction method.
A kind of prefabricated draining ground sewer pipe, including pipe support, the front end of the pipe support, rear end are open, the upper end of the pipe support
It is uniformly provided with filter bores.
Pipe support is in class convex structure, and the upper left quarter of the pipe support, upper right quarter and construction surface are formed and accommodate cement space.
Pipe support is in class O-shaped structure, and the upper right quarter shape at a right angle of the pipe support, the upper left quarter of pipe support is provided with inclined-plane, inclined-plane
Formed with construction surface and accommodate cement space.
A kind of construction method of prefabricated draining ground sewer pipe, comprises the following steps：
The first step：Groove is dug；
Second step：Pipe support is stitched together successively along the length direction of groove, and is placed into groove after fixation；
3rd step：In trench region casting concrete, one-shot forming.
The beneficial effects of the invention are as follows：Reasonable in design of the present invention, low cost of manufacture, solve traditional draining trench
Construction method exist waste time and energy, the problem of complex process, improve efficiency of construction, using technical scheme after,
Can be with one-shot forming, good forming effect.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the sectional view of the first implementation method of the invention；
Fig. 2 is the top view of the first implementation method of the invention；
Fig. 3 is the sectional view of second implementation method of the invention；
Fig. 4 is the top view of second implementation method of the invention.
Specific embodiment
In order that the technological means realized of the present invention, creation characteristic, reached purpose and effect are easy to understand, below it is right
The present invention is expanded on further.
Embodiment one：
As depicted in figs. 1 and 2, a kind of prefabricated draining ground sewer pipe, it is adaptable to which wall covering fabric is put, including pipe support 1, the pipe support 1
Front end, rear end it is open, the upper end of the pipe support 1 is uniformly provided with filter bores 2.
Pipe support is in class convex structure, and the upper left quarter of the pipe support, upper right quarter and construction surface are formed and accommodate cement space.
A kind of construction method of prefabricated draining ground sewer pipe, comprises the following steps：
The first step：Groove is dug；
Second step：Pipe support is stitched together successively along the length direction of groove, and is placed into groove after fixation；
3rd step：In trench region casting concrete, one-shot forming.
Embodiment two：
As shown in Figure 3 and Figure 4, a kind of prefabricated draining ground sewer pipe, it is adaptable to be arranged in the middle of place, including pipe support, it is described
The front end of pipe support, rear end are open, and the upper end of the pipe support is uniformly provided with filter bores.
Pipe support is in class O-shaped structure, and the upper right quarter shape at a right angle of the pipe support, the upper left quarter of pipe support is provided with inclined-plane, inclined-plane
Formed with construction surface and accommodate cement space.
A kind of construction method of prefabricated draining ground sewer pipe, comprises the following steps：
The first step：Groove 3 is dug；
Second step：Pipe support is stitched together successively along the length direction of groove 3, and is placed into groove 3 after fixation；
3rd step：In the region casting concrete of groove 3, one-shot forming.
General principle of the invention, principal character and advantages of the present invention has been shown and described above.The technology of the industry
Personnel it should be appreciated that the present invention is not limited to the above embodiments, the simply present invention described in above-described embodiment and specification
Principle, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these change and
Improvement is both fallen within claimed invention.The claimed scope of the invention is by appending claims and its equivalent circle.
It is fixed.
Claims (4)
1. a kind of prefabricated draining ground sewer pipe, it is characterised in that：Including pipe support, the front end of the pipe support, rear end are open, the pipe
The upper end of frame is uniformly provided with filter bores.
2. a kind of prefabricated draining ground sewer pipe according to claim 1, it is characterised in that：Pipe support is in class convex structure, described
The upper left quarter of pipe support, upper right quarter and construction surface are formed and accommodate cement space.
3. a kind of prefabricated draining ground sewer pipe according to claim 1, it is characterised in that：Pipe support is in class O-shaped structure, described
The upper right quarter shape at a right angle of pipe support, the upper left quarter of pipe support is provided with inclined-plane, and inclined-plane is formed with construction surface and accommodates cement space.
4. the construction method of a kind of prefabricated draining ground sewer pipe, it is characterised in that：Comprise the following steps：
The first step：Groove is dug；
Second step：Pipe support is stitched together successively along the length direction of groove, and is placed into groove after fixation；
3rd step：In trench region casting concrete, one-shot forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611261466.2A CN106869285A (en) | 2016-12-30 | 2016-12-30 | A kind of prefabricated draining ground sewer pipe and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611261466.2A CN106869285A (en) | 2016-12-30 | 2016-12-30 | A kind of prefabricated draining ground sewer pipe and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869285A true CN106869285A (en) | 2017-06-20 |
Family
ID=59164152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611261466.2A Pending CN106869285A (en) | 2016-12-30 | 2016-12-30 | A kind of prefabricated draining ground sewer pipe and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869285A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201648912U (en) * | 2010-04-26 | 2010-11-24 | 吴泽宏 | Prefabricated water drainage system groove |
| KR20130019204A (en) * | 2011-08-16 | 2013-02-26 | 주식회사 동광에스씨엠 | Trench-type water conduit and method for it |
| CN203022108U (en) * | 2013-01-23 | 2013-06-26 | 中铁二院昆明勘察设计研究院有限责任公司 | Open type prestressed reinforced concrete water discharge pipe |
| CN204626612U (en) * | 2015-04-23 | 2015-09-09 | 朱光顺 | A kind of modular assembly type gutter |
| CN105297875A (en) * | 2015-10-13 | 2016-02-03 | 中铁二院重庆勘察设计研究院有限责任公司 | Construction method of integrated catchwater |
-
2016
- 2016-12-30 CN CN201611261466.2A patent/CN106869285A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201648912U (en) * | 2010-04-26 | 2010-11-24 | 吴泽宏 | Prefabricated water drainage system groove |
| KR20130019204A (en) * | 2011-08-16 | 2013-02-26 | 주식회사 동광에스씨엠 | Trench-type water conduit and method for it |
| KR101259860B1 (en) * | 2011-08-16 | 2013-05-02 | 김경수 | Trench-type Water Conduit and Method for it |
| CN203022108U (en) * | 2013-01-23 | 2013-06-26 | 中铁二院昆明勘察设计研究院有限责任公司 | Open type prestressed reinforced concrete water discharge pipe |
| CN204626612U (en) * | 2015-04-23 | 2015-09-09 | 朱光顺 | A kind of modular assembly type gutter |
| CN105297875A (en) * | 2015-10-13 | 2016-02-03 | 中铁二院重庆勘察设计研究院有限责任公司 | Construction method of integrated catchwater |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170620 |