CN106245594A - Fill armored concrete check dam and the construction method thereof of rubbish - Google Patents
Fill armored concrete check dam and the construction method thereof of rubbish Download PDFInfo
- Publication number
- CN106245594A CN106245594A CN201610873107.6A CN201610873107A CN106245594A CN 106245594 A CN106245594 A CN 106245594A CN 201610873107 A CN201610873107 A CN 201610873107A CN 106245594 A CN106245594 A CN 106245594A
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- Prior art keywords
- concrete
- rubbish
- grid
- armored concrete
- dam
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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Abstract
The present invention relates to a kind of armored concrete check dam filling rubbish and construction method thereof.Including armored concrete dam housing, rectangular channel is left in the trapezoidal centre of housing, pre-buried gas gathering network in housing；The rectangular channel of enclosure interior is provided with the clathrum of concreting molding, in the grid in every layer of clathrum, is filled with rubbish, between every layer of clathrum, be provided with the armored concrete demarcation strip pouring molding.Construction method: pouring reinforcement concrete dam housing outside original earth embankment, and pre-buried gas gathering network；First pour ground floor concrete grid in rectangular channel, in grid, fill rubbish, pouring reinforcement concrete demarcation strip on ground floor concrete grid；By this method, until pouring formed top layer concrete grid, in grid, filling rubbish, pour top layer armored concrete.The present invention solves whole concrete dam cost height and landfill magnanimity industry and the problem of house refuse；Sturdy and durable, put things right once and for all；It is applicable to medium and small river, flood control, flood fighting.
Description
Technical field
The present invention relates to concrete check dam, a kind of armored concrete check dam filling rubbish and the side of building thereof
Method.
Background technology
Existing check dam, either earth dam or concrete dam, the problem that all there is function singleness, the most only plays interception
Or flooding action, and simple concrete dam cost is the highest.On the other hand, city refuse landfill ground is deficient, ground refuse
Stack puzzlement resident living, be increasingly becoming a governance difficult problem.
Summary of the invention
The present invention is directed to the problems referred to above, it is provided that a kind of armored concrete check dam filling rubbish and construction method thereof, one
Aspect solves the high problem of concrete dam construction cost of simple function, on the other hand also solves the problem that city refuse landfill ground is deficient
Weary problem.
The present invention solves its technical problem and the technical scheme is that
A kind of armored concrete check dam filling rubbish, including armored concrete dam housing, the trapezoidal centre of described housing
Leaving rectangular channel, pre-buried gas gathering network in housing, for collecting the biogas that rubbish produces；The rectangular channel of described enclosure interior sets
It is equipped with the clathrum of concreting molding, in the grid in every layer of clathrum, is filled with rubbish, arrange between every layer of clathrum
There is the armored concrete demarcation strip pouring molding.
The construction method of the described armored concrete check dam filling rubbish, comprises the steps:
(1) in original earth embankment lateral branch template, the middle armored concrete dam housing with rectangular channel, and pre-buried gas collection are poured
Pipe network；
(2) pour molding ground floor concrete grid in rectangular channel, fill in grid, fill up rubbish, and tamp rubbish；
(3) on ground floor concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Two layer concrete grids；
(4) fill in second layer concrete grid, fill up rubbish, and tamp rubbish；
(5) on second layer concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Three layer concrete grids；
(6) fill in third layer concrete grid, fill up rubbish, and tamp rubbish；
(7) on third layer concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Four layer concrete grids；
(8) by the above process, after until pouring formed top layer concrete grid, filling in grid, filling up, tamp rubbish, water
Build top layer armored concrete, make top layer armored concrete maintain an equal level with dam housing end face and pour and be integrated.
Using the present invention of technique scheme, compared with prior art, it provides the benefit that:
Solve the problem that whole concrete dam cost is high；Solve landfill magnanimity industry and the problem of house refuse；Firm resistance to
With, put things right once and for all；It is particularly well-suited to medium and small river, flood control, flood fighting.
Further, armored concrete dam housing end face forms concrete road surface, or overlays asphalt surface.Optionally add
The means of transportation such as dress trackside baffle plate, then make check dam dam crest become sightseeing, tour expressway.
Further, armored concrete dam housing end face is provided with biogas lamp, the gas collection that biogas lamp is pre-buried with in housing
Pipe network UNICOM.The biogas that rubbish in dam housing produces, can be that biogas lamp provides illumination energy by a gas gathering network part
Source, another part can be concentrated and save as combustion gas of living.
Further, armored concrete dam housing reserves suspension column, platform in side near water, or installs breakwater additional.To strengthen
Flood control, flood fighting intensity.
Accompanying drawing explanation
Fig. 1 is the section structure schematic diagram of the armored concrete check dam filling rubbish；
Fig. 2 is the perspective view of the armored concrete check dam filling rubbish；
Fig. 3 is gas gathering network schematic diagram；
In figure: 1-armored concrete dam housing；2-concrete grid；3-rubbish；4-armored concrete demarcation strip；5-discharge
Net；6-biogas lamp；7-suspension column (platform)；8-rectangular channel.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated, and purpose is only that and is better understood from the present invention
Content, therefore the cited case is not the restriction to present invention.
See Fig. 1, Fig. 2, Fig. 3, a kind of armored concrete check dam filling rubbish, by armored concrete dam housing 1,
Concrete grid 2, rubbish 3, armored concrete demarcation strip 4, gas gathering network 5 etc. are constituted, and armored concrete dam housing 1 is in ladder
Shape, centre leaves rectangular channel 8, is embedded with the gas gathering network 5 collecting the biogas that rubbish produces in armored concrete dam housing 1,
Rectangular channel 8 is provided with multi-layer concrete grid 2, is filled with rubbish 3 in concrete grid 2, sets between every layer concrete grid 2
It is equipped with armored concrete demarcation strip 4.
The construction method of the armored concrete check dam of this filling rubbish is:
(1) outside original earth embankment, install template, pour the middle armored concrete dam housing 1 with rectangular channel 8, and pre-buried
Gas gathering network 5；
(2) bottom rectangular channel 8, pour molding ground floor concrete grid 2, fill in ground floor concrete grid 2, fill up
Rubbish 3, and tamp rubbish 3；
(3) on ground floor concrete grid 2, pour molding armored concrete demarcation strip 4, separate at this layer of armored concrete
Molding second layer concrete grid 2 is poured on plate 4；
(4) fill in second layer concrete grid 2, fill up rubbish 3, and tamp rubbish 4；
(5) on second layer concrete grid 2, pour molding armored concrete demarcation strip 4, separate at this layer of armored concrete
Molding third layer concrete grid 2 is poured on plate 4；
(6) fill in third layer concrete grid 2, fill up rubbish 3, and tamp rubbish 3；
(7) on third layer concrete grid 2, pour molding armored concrete demarcation strip 4, separate at this layer of armored concrete
Molding the 4th layer concrete grid 2 is poured on plate 4；
(8) by the above process, until pouring formed top layer concrete grid 2, filling in top layer concrete grid 2, fill up, ramming
After real rubbish 3, pour top layer armored concrete, make top layer armored concrete maintain an equal level with dam housing end face and pour and be integrated；
(9) end face at armored concrete dam housing 1 lays asphalt surface, installs the means of transportation such as trackside baffle plate additional；
(10) end face at armored concrete dam housing 1 installs the biogas lamp 6 for illumination, and connected set gas pipe network 5, by rubbish
3 biogas produced transport to biogas lamp 6；
(11) suspension column (platform) 7 is reserved in the side near water at armored concrete dam housing 1, it is possible to install breakwater additional.
The armored concrete check dam of above-mentioned filling rubbish is because building year longer and sagging accumulation to a certain extent, permissible
End face at armored concrete dam housing 1 overlays thickening pitch layer again.
Original earth embankment inside the armored concrete check dam of above-mentioned filling rubbish, can be used as civil building soil or plantation
Greenbelt or as agricultural land sow crops.
Above-described embodiment is only explanation for example to the present invention.Those skilled in the art can be right
Described specific embodiment makes various amendment or supplements or use similar mode to substitute, but without departing from this
Bright spirit or surmount scope defined in appended claims.
Claims (5)
1. the armored concrete check dam filling rubbish, it is characterised in that: include armored concrete dam housing, described shell
Rectangular channel is left in the trapezoidal centre of body, pre-buried gas gathering network in housing, for collecting the biogas that rubbish produces；Described enclosure interior
Rectangular channel in be provided with the clathrum of concreting molding, be filled with rubbish, every layer of net in the grid in every layer of clathrum
The armored concrete demarcation strip pouring molding it is provided with between compartment.
The armored concrete check dam of filling rubbish the most according to claim 1, it is characterised in that: armored concrete dam
Housing end face forms concrete road surface, or overlays asphalt surface.
The armored concrete check dam of filling rubbish the most according to claim 1, it is characterised in that: armored concrete dam
Housing end face is provided with the biogas lamp for illumination, the gas gathering network UNICOM that biogas lamp is pre-buried with in housing.
The armored concrete check dam of filling rubbish the most according to claim 1, it is characterised in that: armored concrete dam
Housing reserves suspension column, platform in side near water, or installs breakwater additional.
5. as described in any one of claim 1-4, fill a construction method for the armored concrete check dam of rubbish, its feature
It is, comprises the steps:
(1) in original earth embankment lateral branch template, the middle armored concrete dam housing with rectangular channel, and pre-buried gas collection are poured
Pipe network；
(2) pour molding ground floor concrete grid in rectangular channel, fill in grid, fill up rubbish, and tamp rubbish；
(3) on ground floor concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Two layer concrete grids；
(4) fill in second layer concrete grid, fill up rubbish, and tamp rubbish；
(5) on second layer concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Three layer concrete grids；
(6) fill in third layer concrete grid, fill up rubbish, and tamp rubbish；
(7) on third layer concrete grid, pour molding armored concrete demarcation strip, on demarcation strip, pour molding
Four layer concrete grids；
(8) by the above process, after until pouring formed top layer concrete grid, filling in grid, filling up, tamp rubbish, water
Build top layer armored concrete, make top layer armored concrete maintain an equal level with dam housing end face and pour and be integrated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610873107.6A CN106245594B (en) | 2016-10-08 | 2016-10-08 | Fill the armored concrete check dam and its construction method of rubbish |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610873107.6A CN106245594B (en) | 2016-10-08 | 2016-10-08 | Fill the armored concrete check dam and its construction method of rubbish |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106245594A true CN106245594A (en) | 2016-12-21 |
| CN106245594B CN106245594B (en) | 2018-03-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610873107.6A Expired - Fee Related CN106245594B (en) | 2016-10-08 | 2016-10-08 | Fill the armored concrete check dam and its construction method of rubbish |
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| Country | Link |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1806950A (en) * | 2006-02-16 | 2006-07-26 | 中国农业大学 | Domestic refuse treatment method |
| KR20070044829A (en) * | 2007-04-10 | 2007-04-30 | 한상관 | Nature-friendly bank protection engineering method |
| CN102864782A (en) * | 2012-10-22 | 2013-01-09 | 安蓉建设总公司 | Construction method for fast filling clay core rock-fill dam body |
| CN105123318A (en) * | 2015-09-02 | 2015-12-09 | 天津滨海新区津大建筑规划有限责任公司 | Ecological network ground weir type channel structure |
| CN105780741A (en) * | 2016-03-16 | 2016-07-20 | 河海大学 | Flow self-adaptive type water blocking weir with photocatalysis water quality purification function |
| CN206157669U (en) * | 2016-10-08 | 2017-05-10 | 孟庆川 | Fill reinforced concrete water -stop dam of rubbish |
-
2016
- 2016-10-08 CN CN201610873107.6A patent/CN106245594B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1806950A (en) * | 2006-02-16 | 2006-07-26 | 中国农业大学 | Domestic refuse treatment method |
| KR20070044829A (en) * | 2007-04-10 | 2007-04-30 | 한상관 | Nature-friendly bank protection engineering method |
| CN102864782A (en) * | 2012-10-22 | 2013-01-09 | 安蓉建设总公司 | Construction method for fast filling clay core rock-fill dam body |
| CN105123318A (en) * | 2015-09-02 | 2015-12-09 | 天津滨海新区津大建筑规划有限责任公司 | Ecological network ground weir type channel structure |
| CN105780741A (en) * | 2016-03-16 | 2016-07-20 | 河海大学 | Flow self-adaptive type water blocking weir with photocatalysis water quality purification function |
| CN206157669U (en) * | 2016-10-08 | 2017-05-10 | 孟庆川 | Fill reinforced concrete water -stop dam of rubbish |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106245594B (en) | 2018-03-09 |
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Granted publication date: 20180309 Termination date: 20181008 |