CN108331130A - A kind of infiltration trench for dredging rainwater - Google Patents
A kind of infiltration trench for dredging rainwater Download PDFInfo
- Publication number
- CN108331130A CN108331130A CN201710039135.2A CN201710039135A CN108331130A CN 108331130 A CN108331130 A CN 108331130A CN 201710039135 A CN201710039135 A CN 201710039135A CN 108331130 A CN108331130 A CN 108331130A
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- CN
- China
- Prior art keywords
- module
- infiltration
- connection structure
- connector
- dredging
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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
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/043—Partitioned to allow more than one medium to flow through
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
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 invention discloses a kind of infiltration trench for dredging rainwater, include docking the block combiner formed from beginning to end by several infiltration trench modules, it is snapped with side plate in block combiner head end, tail end, the inside of the block combiner forms water channel structure, block combiner head end, tail end side plate on be equipped with pipeline for diversion.The configuration of the present invention is simple is easily installed, reservoir storage is big, convenient transportation.
Description
Technical field
The present invention relates to a kind of infiltration trench for dredging rainwater.
Background technology
Traditional infiltration water-storing device moisture storage capacity is small, and installation trouble, construction is complicated, and framework is big and should not be socketed, and is not suitable for
Batch is transported.
Invention content
It is an object of the invention in view of the foregoing drawbacks, provide a kind of infiltration trench for dredging rainwater.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of infiltration trench for dredging rainwater includes docking the block combiner formed from beginning to end by several infiltration trench modules,
Block combiner head end, tail end are snapped with side plate, and the inside of the block combiner forms water channel structure, block combiner head end,
The pipeline for diversion is equipped on the side plate of tail end.
The infiltration trench module includes the first module, the second module, third module, the 4th module, the 5th module, and described the
One module, the second module, third module, the 4th module, the 5th module include U-type groove structure, and the U-type groove structure includes certainly
Groove top, slot body and the slot bottom arranged successively under above, the groove top include an arch bridge structure with inner groovy, the slot body packet
Include two groove body portions of arrangement that be connected to groove top both sides, oblique, the slot bottom includes support plate and is located at board bottom middle part
The connector of position;The groove face in two groove body portions is inside, and the groove body portion described in two includes that top surface, two end edges along top surface are inside
The left side and right side of extension are equipped with the infiltration structure for infiltration on the top surface;First module, the second mould
It is connected with reinforcing rib structure by connect band between block, third module, the 4th module, the 5th module.
The connect band includes the connecting plate being connected between the left side and right side of two arranged adjacents and is located at
Infiltration structure on connecting plate, the reinforcing rib structure include the grid knot between being connected to the arch bridge structure of two arranged adjacents
Structure.
In two groove body portions in first module, the first connection structure is equipped on the right side positioned at left side,
Right side in two groove body portions in first module, positioned at right side is equipped with the second connection structure;In the 5th mould
The left side in two groove body portions on block is equipped with the third connection knot of arrangement corresponding with first connection structure position
Structure is equipped with row corresponding with second connection structure position on the left side in two groove body portions in the 5th module
4th connection structure of cloth;First connection structure is identical as the construction of the 4th connection structure and size, second connection
Structure is identical as the construction of third connection structure and size, and first connection structure is equipped with and the second connection structure shape phase
The connection framework of mating connection.
It is equipped at the top of the arch bridge structure of the third module and waits for mining structure, it is described to wait for that mining structure includes circular top plate
And the zonary structure of circular top plate is protruded from circular top plate.
The angle of equilibrium protruded from the top of arch bridge structure is equipped at the top of the arch bridge structure of first module and the 5th module.
The infiltration structure includes the grid being made of the lath of cross arrangement in length and breadth.
The lattice structure is crisscross by bottom plate and on bottom plate and interspersed plank together is constituted.
First module, the 5th module outboard end edge at be equipped with the side plate on the outside of along the matched company of shape
The connection structure for connecing position and being fixedly connected with side plate for realizing first module, the 5th module;It is equipped with and uses on side plate
In the access aperture of connecting pipe.
Include interior recessed connector and outer convex connector in the connector positioned at the slot bottom, in first module, second
Recessed connector, evagination connection in arranging successively on the slot bottom of the wherein side of module, third module, the 4th module, the 5th module
Part, interior recessed connector, outer convex connector, interior recessed connector, outer convex connector, in first module, the second module, third mould
Block, the 4th module, the 5th module the other side slot bottom on arrange successively outer convex connector, interior recessed connector, outer convex connector,
Interior recessed connector, outer convex connector.
Advantageous effect
The configuration of the present invention is simple is easily installed, reservoir storage is big, convenient transportation.
Description of the drawings
Fig. 1 is one of the structural schematic diagram of the present invention;
Fig. 2 is the second structural representation of the present invention;
Fig. 3 is the third structural representation of the present invention.
Specific implementation mode
In conjunction with shown in Fig. 1, a kind of infiltration trench for dredging rainwater, including by several infiltration trench module head and the tail docking groups
At block combiner, be snapped with side plate 21 in block combiner head end, tail end, the inside of the block combiner forms water channel knot
Structure, block combiner head end, tail end side plate on be equipped with pipeline for diversion.
The infiltration trench module includes the first module 1, the second module 2, third module 3, the 4th module 4, the 5th module 5,
First module, the second module, third module, the 4th module, the 5th module include U-type groove structure, the U-type groove structure
Including groove top, slot body and the slot bottom arranged successively from top to bottom, the groove top includes an arch bridge structure 6 with inner groovy, institute
State two groove body portions that slot body includes oblique arrangement that is being connected to groove top both sides, the slot bottom includes support plate and is located at plate
The connector at position among bottom;The groove face in two groove body portions is inside, and the groove body portion described in two includes top surface 7, along top surface
The left side 8 and right side 9 that two end edges extend internally are equipped with the infiltration structure 10 for infiltration on the top surface;Described
It is connected with reinforcing rib structure by connect band between one module, the second module, third module, the 4th module, the 5th module.
The connect band includes the connecting plate being connected between the left side and right side of two arranged adjacents and is located at
Infiltration structure on connecting plate, the reinforcing rib structure include the grid knot between being connected to the arch bridge structure of two arranged adjacents
Structure.
In two groove body portions in first module, the first connection structure is equipped on the right side positioned at left side,
Right side in two groove body portions in first module, positioned at right side is equipped with the second connection structure;In the 5th mould
The left side in two groove body portions on block is equipped with the third connection knot of arrangement corresponding with first connection structure position
Structure is equipped with row corresponding with second connection structure position on the left side in two groove body portions in the 5th module
4th connection structure of cloth;First connection structure is identical as the construction of the 4th connection structure and size, second connection
Structure is identical as the construction of third connection structure and size, and first connection structure is equipped with and the second connection structure shape phase
The connection framework of mating connection.
It is equipped at the top of the arch bridge structure of the third module and waits for mining structure 11, it is described to wait for that mining structure includes circular top
Plate and the zonary structure that circular top plate is protruded from circular top plate.
The angle of equilibrium protruded from the top of arch bridge structure is equipped at the top of the arch bridge structure of first module and the 5th module.
The infiltration structure includes the grid being made of the lath of cross arrangement in length and breadth.
The lattice structure is crisscross by bottom plate and on bottom plate and interspersed plank together is constituted.
First module, the 5th module outboard end edge at be equipped with the side plate on the outside of along the matched company of shape
The connection structure for connecing position and being fixedly connected with side plate for realizing first module, the 5th module;It is equipped with and uses on side plate
In the access aperture of connecting pipe.
Include interior recessed connector and outer convex connector in the connector positioned at the slot bottom, in first module, second
Recessed connector, evagination connection in arranging successively on the slot bottom of the wherein side of module, third module, the 4th module, the 5th module
Part, interior recessed connector, outer convex connector, interior recessed connector, outer convex connector, in first module, the second module, third mould
Block, the 4th module, the 5th module the other side slot bottom on arrange successively outer convex connector, interior recessed connector, outer convex connector,
Interior recessed connector, outer convex connector.
In use, infiltration trench module is first docked, and the bedding gauze layer outside infiltration trench module.
In use, ponding or the water through sewer by pipe to being directed in infiltration channel, which is several
A infiltration trench module head and the tail docking comprising modules combination, in block combiner head end, the equal snapping side plate of tail end, connects on side plate and draws
Waterpipe;Water in infiltration channel by infiltration channel and storing, and during storage, grid of the water Jing Guo infiltration simultaneously passes through yarn
Layer of cloth is oozed out to both sides, also has part water is past to be oozed directly below to ground end.
In the case where the storage of the water of infiltration channel is full, infiltration channel connects an output channel, the efferent duct by the side plate of tail end
Road is guided into another infiltration trench or elsewhere endless water is laid in.
In order to increase moisture storage capacity, our two groups of block combiners are linked together by interior recessed connector and outer convex connector and are made
With.At this moment, the angle of equilibrium is used on one group of beneath block combiner to be balanced support.
When there is the case where infiltration channel silting, we open using waiting for that mining structure rises, and carry out artificial or instrumentation
Carry out dredging.
It is convenient to be socketed in conjunction with shown in Fig. 2, between module, facilitates transport.
In conjunction with shown in Fig. 3, module is opposite to be snapped together, and moisture storage capacity is increased, while having saved opposite one section of water storage canal
Length.
It is enlightenment with above-mentioned desirable embodiment according to the present invention, through the above description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property range is not limited to the contents of the specification, it is necessary to determine its technical scope according to right.
Claims (10)
1. a kind of infiltration trench for dredging rainwater, which is characterized in that including being made of several infiltration trench module head and the tail docking
Block combiner, be snapped with side plate in block combiner head end, tail end, the inside of the block combiner forms water channel structure,
Block combiner head end, tail end side plate on be equipped with pipeline for diversion.
2. a kind of infiltration trench for dredging rainwater according to claim 1, which is characterized in that the infiltration trench module packet
Include the first module, the second module, third module, the 4th module, the 5th module, first module, the second module, third mould
Block, the 4th module, the 5th module include U-type groove structure, the U-type groove structure include the groove top arranged successively from top to bottom,
Slot body and slot bottom, the groove top include one with inner groovy arch bridge structure, the slot body include be connected to groove top both sides, tiltedly
To two groove body portions of arrangement, the slot bottom includes support plate and the connector positioned at position among board bottom;Two groove body portions
Groove face it is inside, the groove body portion described in two includes the left side and right side that top surface, two end edges along top surface extend internally,
It is equipped with the infiltration structure for infiltration on the top surface;First module, the second module, third module, the 4th module,
It is connected with reinforcing rib structure by connect band between five modules.
3. a kind of infiltration trench for dredging rainwater according to claim 2, which is characterized in that the connect band includes connecting
The connecting plate being connected between the left side and right side of two arranged adjacents and the infiltration structure on connecting plate, it is described to add
Strengthening tendons structure includes the lattice structure being connected between the arch bridge structure of two arranged adjacents.
4. a kind of infiltration trench for dredging rainwater according to claim 2, which is characterized in that in first module
Two groove body portions on, positioned at left side right side be equipped with the first connection structure, two groove bodies in first module
Right side in portion, positioned at right side is equipped with the second connection structure;The left side in two groove body portions in the 5th module
Third connection structure of the face equipped with arrangement corresponding with first connection structure position, two in the 5th module
Left side in groove body portion is equipped with the 4th connection structure of arrangement corresponding with second connection structure position;Described first
Connection structure is identical as the construction of the 4th connection structure and size, the construction of second connection structure and third connection structure and
Size is identical, and first connection structure is equipped with the connection framework in mating connection with the second connection structure shape.
5. a kind of infiltration trench for dredging rainwater according to claim 2, which is characterized in that in the third module
It is equipped at the top of arch bridge structure and waits for mining structure, it is described to wait for that mining structure includes circular top plate and protruded from circular top plate
The zonary structure of circular top plate.
6. according to claim 2 a kind of for dredging the infiltration trench of rainwater, which is characterized in that first module with
The angle of equilibrium protruded from the top of arch bridge structure is equipped at the top of the arch bridge structure of 5th module.
7. according to claim 3 a kind of for dredging the infiltration trench of rainwater, which is characterized in that the infiltration structure includes
The grid being made of the lath of cross arrangement in length and breadth.
8. a kind of infiltration trench for dredging rainwater according to claim 3, which is characterized in that the lattice structure is the bottom of by
Plate and the crisscross and interspersed plank composition together on bottom plate.
9. according to claim 2 a kind of for dredging the infiltration trench of rainwater, which is characterized in that first module,
The outboard end of 5th module is equipped with side plate outside along the matched connection position of shape along place and for realizing described the
The connection structure that one module, the 5th module are fixedly connected with side plate;The access aperture for connecting pipe is equipped on side plate.
10. a kind of infiltration trench for dredging rainwater according to claim 2, which is characterized in that positioned at the slot bottom
Connector include interior recessed connector and outer convex connector, first module, the second module, third module, the 4th module,
Recessed connector, outer convex connector, interior recessed connector, evagination connection in arranging successively on the slot bottom of the wherein side of 5th module
Part, interior recessed connector, outer convex connector, in first module, the second module, third module, the 4th module, the 5th module
It arranges successively on the slot bottom of the other side outer convex connector, interior recessed connector, outer convex connector, interior recessed connector, outer convex connector.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710039135.2A CN108331130A (en) | 2017-01-19 | 2017-01-19 | A kind of infiltration trench for dredging rainwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710039135.2A CN108331130A (en) | 2017-01-19 | 2017-01-19 | A kind of infiltration trench for dredging rainwater |
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Publication Number | Publication Date |
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CN108331130A true CN108331130A (en) | 2018-07-27 |
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ID=62921927
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CN201710039135.2A Pending CN108331130A (en) | 2017-01-19 | 2017-01-19 | A kind of infiltration trench for dredging rainwater |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110409588A (en) * | 2018-04-27 | 2019-11-05 | 深圳志深建筑技术有限公司 | A kind of rain penetration canal for sponge urban construction |
WO2020169216A1 (en) * | 2019-02-21 | 2020-08-27 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage system, drainage units, and methods |
CN113737749A (en) * | 2021-09-16 | 2021-12-03 | 安徽农业大学 | Drainage reinforcing apparatus |
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CN105064495A (en) * | 2015-07-24 | 2015-11-18 | 阆博伟业(北京)国际管业有限公司 | Rainwater module and rainwater control and utilization project assembly method using module |
CN205502194U (en) * | 2016-01-25 | 2016-08-24 | 云南开怀环保科技有限公司 | Height -adjustable's rainwater infiltration well |
CN106049381A (en) * | 2016-08-01 | 2016-10-26 | 江苏通全球工程管业有限公司 | Plastic canal for efficient and water saving irrigation and drainage |
CN106400926A (en) * | 2016-09-14 | 2017-02-15 | 北京泰宁科创雨水利用技术股份有限公司 | Seepage and drainage ditch system suitable for large-area sinking type greenbelt and construction method thereof |
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2017
- 2017-01-19 CN CN201710039135.2A patent/CN108331130A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105064495A (en) * | 2015-07-24 | 2015-11-18 | 阆博伟业(北京)国际管业有限公司 | Rainwater module and rainwater control and utilization project assembly method using module |
CN205502194U (en) * | 2016-01-25 | 2016-08-24 | 云南开怀环保科技有限公司 | Height -adjustable's rainwater infiltration well |
CN106049381A (en) * | 2016-08-01 | 2016-10-26 | 江苏通全球工程管业有限公司 | Plastic canal for efficient and water saving irrigation and drainage |
CN106400926A (en) * | 2016-09-14 | 2017-02-15 | 北京泰宁科创雨水利用技术股份有限公司 | Seepage and drainage ditch system suitable for large-area sinking type greenbelt and construction method thereof |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110409588A (en) * | 2018-04-27 | 2019-11-05 | 深圳志深建筑技术有限公司 | A kind of rain penetration canal for sponge urban construction |
WO2020169216A1 (en) * | 2019-02-21 | 2020-08-27 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage system, drainage units, and methods |
US11933034B2 (en) | 2019-02-21 | 2024-03-19 | Aco Ahlmann Se & Co. Kg | Drainage system, drainage units, and methods |
CN113737749A (en) * | 2021-09-16 | 2021-12-03 | 安徽农业大学 | Drainage reinforcing apparatus |
CN113737749B (en) * | 2021-09-16 | 2022-05-20 | 安徽农业大学 | Drainage reinforcing apparatus |
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Application publication date: 20180727 |
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