CN107653971A - A kind of concrete component unit-combination type water storage module and its application - Google Patents
A kind of concrete component unit-combination type water storage module and its application Download PDFInfo
- Publication number
- CN107653971A CN107653971A CN201711023811.3A CN201711023811A CN107653971A CN 107653971 A CN107653971 A CN 107653971A CN 201711023811 A CN201711023811 A CN 201711023811A CN 107653971 A CN107653971 A CN 107653971A
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- Prior art keywords
- plate
- bottom plate
- water storage
- storage module
- type water
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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 concrete component unit-combination type water storage module, including module bodies, the module bodies include bottom plate, and the bottom plate both sides are fixedly connected with symmetrical left plate and right plate；The bottom plate, left plate and right plate are integrally formed, and the bottom plate, left plate and right plate are internally provided with the groove connected.Compression strength of the present invention is good, and speed of application is fast, service life length.
Description
Technical field
The present invention relates to a kind of water storage module, more particularly to a kind of concrete component unit-combination type water storage module.
Background technology
Storage to rainwater utilizes, and is the important ring in sponge urban construction.The storage facility of rainwater is to realize rainwater
The necessary facility utilized, wherein artificial underground storage facilities is the important supplement to the outdoor water body such as river, lake and pond, lacking
The region of outdoor water body, even more store the unique selection of rainwater.
Currently at home in sponge urban construction, most of water storage module used is plastics, especially PP Plastic preforms
Frame water storage module, the limitation of geneogenous intensity be present, including the water storage module mechanical strength of plastic material is limited, such as anti-impact
Hitting property especially low-temperature impact resistance power is low, long-term use is easy to aging, microscale harmful substance dissolving pollution problem, and plastics
It is chemicals, buried for a long time that groundwater quality is harmful to, finally, plastics belong to non-renewable resources, are a kind of very big wastes.
Therefore those skilled in the art are directed to developing a kind of good concrete component unit-combination type water storage of compression strength
Module.
The content of the invention
In view of the drawbacks described above of prior art, it is good that the technical problems to be solved by the invention are to provide a kind of compression strength
Concrete component unit-combination type water storage module.
To achieve the above object, the invention provides a kind of concrete component unit-combination type water storage module, including module
Main body, the module bodies include bottom plate, and the bottom plate both sides are fixedly connected with symmetrical left plate and right plate；The bottom
Plate, left plate and right plate are integrally formed, and the bottom plate, left plate and right plate are internally provided with the groove connected.
Preferably, being provided with some preformed holes on the left plate and right plate, the preformed hole runs through the left side
Plate and right plate.
Preferably, the left plate and right plate tilt to the direction away from the bottom plate.
Preferably, the length ratio of the width of the bottom plate, the left plate height and the bottom plate is 1：1~1.2：2
~4, the left plate is identical with the length of bottom plate.
Preferably, the bottom plate thickness 60mm, the bottom plate is located at the wall thickness 15mm above the groove, the bottom plate
Lower wall thickness 25mm below the groove.
Preferably, the angle of the connecting portion and horizontal plane of the plate outer side and the left plate is 45 °, in the bottom plate
Side and the junction of left plate are in arc-shaped, and the groove is in arc-shaped in the junction of the bottom plate and left plate.
Preferably, the left plate and right plate bottom outside spacing are 380mm, it is outer at the top of the left plate and right plate
Side spacing is 400mm.
Preferably, the thickness of the left plate and right plate is 50mm, the sky inside the left plate and right plate
Heart well width is 20mm；The groove is located at the centre position of the left plate and right plate.
Preferably, the groove upper surface is 50mm away from the distance extremely at the top of the left plate and right plate；The bottom
The width of plate is 260mm, and the left plate and right plate are highly 300 mm, and the length of the bottom plate is 1000mm.
A kind of application of concrete component unit-combination type water storage module, above-described concrete component unit is combined
Formula water storage module bottom plate is alternately stacked in tank upward, up and down.
The beneficial effects of the invention are as follows：Compression strength of the present invention is good, and speed of application is fast, service life length.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the invention.
Fig. 2 is the side structure schematic view of the embodiment of the invention.
Fig. 3 is the application structure schematic diagram of the embodiment of the invention.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples：
As shown in Figure 1 to Figure 3, a kind of concrete component unit-combination type water storage module, including module bodies, module bodies include
Bottom plate 11, the both sides of bottom plate 11 are fixedly connected with symmetrical left plate 12 and right plate 13；Bottom plate 11, left plate 12 and right plate 13
It is integrally formed, bottom plate 11, left plate 12 and right plate 13 are internally provided with the groove 14 connected.Left plate 12 and right plate 13
On be provided with some preformed holes 2, preformed hole 2 runs through left plate 12 and right plate 13.Groove 14 and preformed hole 2 are set, no
Only make weight reduction of the present invention, save the production cost of the present invention, meanwhile, the inside water storage of groove 14 increases tank
Moisture storage capacity, the design of preformed hole 2 then enhance the mobility of water storage and from the crushing resistances of the side increase present invention, when current are from side
When face pours in, the circulation part current of preformed hole 2, reduce the pressure that the present invention is born, when particularly present invention stacking is higher, increase
The strong stability of the present invention.
Left plate 12 and right plate 13 tilt to the direction away from bottom plate 11, specifically in the present embodiment, left plate 12
It is 380mm with the bottom outside space D 1 of right plate 13, left plate 12 and the top outer space D 2 of right plate 13 are 400mm.It incite somebody to action this
Invention is put upside down when inserting in tank, and the present invention is low wide and up narrow, adds the crushing resistance and steadiness of the present invention.
The length L11 ratios of the width D 11 of bottom plate 11, the height H of left plate 12 and bottom plate 11 are 1：1~1.2：2~4, it is left
Side plate 12 is identical with the length of bottom plate 11, and specifically in the present embodiment, the width D 11 of bottom plate 11 is 260mm, left plate 12 and the right side
The height H of side plate 13 is 300 mm, and the length L11 of bottom plate 11 is 1000mm.The setting of the present invention, make big outside section of the present invention
Cause square, steadiness is guaranteed, and integral outer is elongated, not only strengthens deadweight, while because its is wide at the top and narrow at the bottom
Use state, the crushing resistance of the present invention is enhanced, relative to existing water storage module, transported and build conveniently so that tank
Build speed.
11 thick M11 of bottom plate is 60mm, and the wall thickness M111 that bottom plate 11 is located at the top of groove 14 is 15mm, and bottom plate 11 is located at
The lower wall thickness M112 of the lower section of groove 14 is 25mm.The outside of bottom plate 11 and the connecting portion of left plate 12 and the angle α of horizontal plane are
45 °, such a design, when transporting or building tank, bottom plate 11 and left plate 12, the junction of right plate 13 form steadily mistake
Filter, without corner angle, is hardly damaged, and do not contacted between adjacent bottom plates 11, during actual use, can also form aquaporin, enter one
Step increase water space.The inner side of bottom plate 11 and the junction of left plate 12 are in arc-shaped, and groove 14 is in bottom plate 11 and left plate
12 junction is in arc-shaped.
The thickness M12 of left plate 12 and right plate 13 is 50mm, the groove inside left plate 12 and right plate 13
14 width W14 are 20mm；Groove 14 is located at the centre position of left plate 12 and right plate 13.The upper surface of groove 14 is away from extremely left
Side plate 12 and the distance S123 at the top of right plate 13 are 50mm.The present invention be ensure that in Stability Analysis of Structures, before not influenceing crushing resistance
Put, moisture storage capacity reaches maximum.When building tank, not only stablize but also conveniently.Also, between left plate 12 and right plate 13,
Cable or rinse water pipe can be installed, cable or rinse water pipe are fixed between left plate 12 and right plate 13, enter one
Step improves the stability of the present invention.
A kind of application of concrete component unit-combination type water storage module, by above-mentioned concrete component unit-combination type water storage
Module bottom plate 11 is alternately stacked in tank upward, up and down.
In order to adapt to the needs of sponge urban construction, environment-friendly theory is deferred to, the present invention uses concrete construction, can
Concrete is made as material in the aggregate regenerated using construction waste, and all material of component is environment-friendly, either pressure resistance
Degree or impact strength, significantly larger than conventional plastic products.As the replacement product of plastic material water storage module, both may be used
Ensure bulk strength and combined size scale, also can guarantee that storage water quality, the combination for being combined into arbitrary size and shape can be stacked
Body, there is provided enough water spaces, have obvious social and economic benefits simultaneously.
Preferred embodiment of the invention described in detail above.It should be appreciated that one of ordinary skill in the art without
Creative work can is needed to make many modifications and variations according to the design of the present invention.Therefore, all technologies in the art
Personnel are available by logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (10)
1. a kind of concrete component unit-combination type water storage module, it is characterized in that：Including module bodies, the module bodies include
Bottom plate（11）, the bottom plate（11）Both sides are fixedly connected with symmetrical left plate（12）And right plate（13）；The bottom plate（11）、
Left plate（12）And right plate（13）It is integrally formed, the bottom plate（11）, left plate（12）And right plate（13）It is internally provided with
The groove of connection（14）.
2. concrete component unit-combination type water storage module as claimed in claim 1, it is characterized in that：The left plate（12）With
Right plate（13）On be provided with some preformed holes（2）, the preformed hole（2）Through the left plate（12）And right plate
（13）.
3. concrete component unit-combination type water storage module as claimed in claim 2, it is characterized in that：The left plate（12）With
Right plate（13）To away from the bottom plate（11）Direction tilt.
4. concrete component unit-combination type water storage module as claimed in claim 3, it is characterized in that：The bottom plate（11）Width
Degree（D11）, the left plate（12）Highly（H）With the bottom plate（11）Length（L11）Ratio is 1：1~1.2：2~4, institute
State left plate（12）And bottom plate（11）Length it is identical.
5. concrete component unit-combination type water storage module as claimed in claim 4, it is characterized in that：The bottom plate（11）It is thick
（M11）60mm, the bottom plate（11）Positioned at the groove（14）The wall thickness of top（M111）15mm, the bottom plate（11）Position
In the groove（14）The lower wall thickness of lower section（M112）25mm.
6. concrete component unit-combination type water storage module as claimed in claim 4, it is characterized in that：The bottom plate（11）Outside
With the left plate（12）Connecting portion and horizontal plane angle（α）For 45 °, the bottom plate（11）Inner side and left plate（12）'s
Junction is in arc-shaped, the groove（14）In the bottom plate（11）With left plate（12）Junction be in arc-shaped.
7. concrete component unit-combination type water storage module as claimed in claim 6, it is characterized in that：The left plate（12）With
Right plate（13）Bottom outside spacing（D1）For 380mm, the left plate（12）And right plate（13）Top outer spacing（D2）
For 400mm.
8. concrete component unit-combination type water storage module as claimed in claim 7, it is characterized in that：The left plate（12）With
Right plate（13）Thickness（M12）For 50mm, positioned at the left plate（12）And right plate（13）Internal groove（14）It is wide
Degree（W14）For 20mm；The groove（14）Positioned at the left plate（12）And right plate（13）Centre position.
9. concrete component unit-combination type water storage module as claimed in claim 8, it is characterized in that：The groove（14）On
End face is away from the extremely left plate（12）And right plate（13）The distance at top（S123）For 50mm；The bottom plate（11）Width
（D11）For 260mm, the left plate（12）And right plate（13）Highly（H）For 300 mm, the bottom plate（11）Length
（L11）For 1000mm.
10. a kind of application of concrete component unit-combination type water storage module, it is characterized in that：Will be such as any institute of claim 1 to 9
The concrete component unit-combination type water storage module bottom plate stated（11）Upward, it is alternately stacked at up and down in tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711023811.3A CN107653971A (en) | 2017-10-27 | 2017-10-27 | A kind of concrete component unit-combination type water storage module and its application |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711023811.3A CN107653971A (en) | 2017-10-27 | 2017-10-27 | A kind of concrete component unit-combination type water storage module and its application |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107653971A true CN107653971A (en) | 2018-02-02 |
Family
ID=61095833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711023811.3A Pending CN107653971A (en) | 2017-10-27 | 2017-10-27 | A kind of concrete component unit-combination type water storage module and its application |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107653971A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3339366A (en) * | 1965-10-20 | 1967-09-05 | Robert M Gogan | Structure for leaching fields |
| US3879914A (en) * | 1969-09-23 | 1975-04-29 | Hans Haller | Method of making a platform structure |
| US20040076473A1 (en) * | 2002-10-17 | 2004-04-22 | Burkhart Philip J. | Methods and modules for an underground assembly for storm water retention or detention |
| CN102395732A (en) * | 2009-09-03 | 2012-03-28 | 史东翠普有限责任公司 | Module and assembly for managing the flow of water |
| CN204385874U (en) * | 2014-09-25 | 2015-06-10 | 湖南雨创环保工程有限公司 | A kind of rainwater memory module |
| CN105442693A (en) * | 2015-12-11 | 2016-03-30 | 青海天怡复合材料开发有限公司 | Antiseep trench |
| CN105887617A (en) * | 2016-04-27 | 2016-08-24 | 四川中邦模具有限公司 | Hollow road edge stone integrating water collection, water drainage and water seepage and pouring mold |
| CN104452956B (en) * | 2014-11-18 | 2016-10-05 | 珠海市水通环保设备有限公司 | Porous pavement basic unit water storage module and manufacture method thereof |
-
2017
- 2017-10-27 CN CN201711023811.3A patent/CN107653971A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3339366A (en) * | 1965-10-20 | 1967-09-05 | Robert M Gogan | Structure for leaching fields |
| US3879914A (en) * | 1969-09-23 | 1975-04-29 | Hans Haller | Method of making a platform structure |
| US20040076473A1 (en) * | 2002-10-17 | 2004-04-22 | Burkhart Philip J. | Methods and modules for an underground assembly for storm water retention or detention |
| CN102395732A (en) * | 2009-09-03 | 2012-03-28 | 史东翠普有限责任公司 | Module and assembly for managing the flow of water |
| CN204385874U (en) * | 2014-09-25 | 2015-06-10 | 湖南雨创环保工程有限公司 | A kind of rainwater memory module |
| CN104452956B (en) * | 2014-11-18 | 2016-10-05 | 珠海市水通环保设备有限公司 | Porous pavement basic unit water storage module and manufacture method thereof |
| CN105442693A (en) * | 2015-12-11 | 2016-03-30 | 青海天怡复合材料开发有限公司 | Antiseep trench |
| CN105887617A (en) * | 2016-04-27 | 2016-08-24 | 四川中邦模具有限公司 | Hollow road edge stone integrating water collection, water drainage and water seepage and pouring mold |
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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 |
Application publication date: 20180202 |
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| RJ01 | Rejection of invention patent application after publication |