CN103758205A - Butt joint type matrix rain sewage collecting pool module - Google Patents
Butt joint type matrix rain sewage collecting pool module Download PDFInfo
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- CN103758205A CN103758205A CN201410059533.7A CN201410059533A CN103758205A CN 103758205 A CN103758205 A CN 103758205A CN 201410059533 A CN201410059533 A CN 201410059533A CN 103758205 A CN103758205 A CN 103758205A
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Abstract
The invention relates to a butt joint type matrix rain sewage collecting pool module which comprises rectangular or square bottom plates. The front of each bottom plate is provided with multiple supporting pillars which are integrally connected with the bottom plate. The supporting pillars are of conical hollow bottomless structures. The numbers of the support pillars which are arranged on four zones which are formed by dividing the bottom plates with two perpendicularly crossed center lines are equal. The top faces of the supporting pillars on the two zones in the diagonal direction are provided with water permeating tenon openings used for installation and connection between the top faces of the supporting pillars of an upper monomer module and a lower monomer module. Water permeating concave openings are formed in the top faces of the supporting pillars on the two zones in the other diagonal direction. Bottom plate water permeating concave openings and bottom plate water permeating tenon openings are formed in corresponding positions of the back faces of the bottom plates and used for installation and connection between the back faces of the bottom plates of the upper monomer module and the lower monomer module. A water permeating groove is formed in the back face of each bottom plate. Dense supporting can be achieved, all the supporting pillars are evenly stressed, and the compressive strength is greatly improved.
Description
Technical field
The present invention relates to a kind of pressure-bearing module for rain sewage collecting pool, be specifically related to a kind of dock volume-variable sewage collecting pool pressure-bearing module, monomer module can be docked the matrix structure that is assembled into whole load-bearing up and down.
Technical background
Rainwater falls into earth's surface and has just become sewage, and the total amount of pollutant such as COD, ammonia nitrogen are still high, and pollution reduction task is increasingly severe.In developed country, point-source pollution is substantially controlled, and the non-point pollution that rainfall runoff brings has become the principal element of water pollution.Pollutant in rainfall runoff is mainly from surface, soil, precipitation and drainage system.Although Rainwater Quality is better, in Precipitation Process, rainwater, by washing away of the drip washing of atmosphere, ground structure and earth's surface etc., has carried a large amount of pollutants and has entered surface water body and underground water, thereby caused water environment pollution.The important lakes such as China Taihu Lake, Chaohu, Dian Chi, non-point pollution has become the one of the main reasons of water quality deterioration.
Premier of the State Council Li Keqiang took part in discussion and passed through < < urban drainage and waste water control regulations > > on September 18th, 2013, wherein quite a few content is to set up cushioning collecting band, collect, process, utilize, cushion discharge, alleviate flood peak to urban drainage pipe network pressure, reduce flood.
Due to increasing of the quickening of urbanization, the increase of Permeable stratum area and pollution sources, urban rainwater problem is more and more serious to urban environment harm.From source, disperse on the spot to collect and weakened part runoff the Regional Flood Disaster that minimizing Urban Rain brings and the load of follow-up drainage.In the urgent need to flood detention band, permeable belt, receive foreign water, technique is used the history of nearly more than 30 years in some developed country, accumulation for many years, make to receive rainwater capacity to bring up to 50% of Regional Rainfall total amount, effectively alleviate municipal drainage pressure, prevent waterlogging, more in the urgent need to processing urban rainwater problem by ecological method.
In the urgent need to improving supporting power, guarantee collecting pit safety, build compared with degree of depth ground imbedded high-capacity collection storage pond, rain sewage collecting is utilized, permeates recharge of groundwater.To solve the problems such as rainwater utilization, flood control, water environment pollution of area source and lack of water.
The disclosed a kind of matrix module of Chinese patent ZL101220547404.9, the matrix although can mutually superpose, reduce transportation volume, launch to increase space, but between cross binding post, must leave the identical support column of two rows space ability matrix, can not realize intensive support column, supporting power greatly reduces, and this structure assembled after, part support column can not be completely stressed, load-bearing is limited.
Summary of the invention
For compressive strength wretched insufficiency after modular matrix in above-mentioned prior art, the object of the invention is to provide a kind of dock matrix rain sewage collecting pool module, can realize intensive support and make each support column uniform stressed, and compressive strength is significantly improved.
The present invention realizes the technical scheme that its object is taked: a kind of dock matrix rain sewage collecting pool module, comprise rectangular or foursquare base plate, described base plate front is laid with the support column that several are connected as a single entity with it, and described support column is that tapered hollow is without bottom structure; The support column of being arranged on four regions that are divided into two center lines that mutually intersect vertically of described base plate is equal in number, and along the support column end face on two regions of a diagonal, be provided with for the upper and lower support column end face of monomer module and the permeable tenon mouth of end face phase attaching, along the support column end face on two regions of another diagonal, be provided with permeable recess; The relevant position, the back side of described base plate is also provided with the back side of base plate and the permeable recess of base plate of back side phase attaching and the permeable tenon mouth of base plate for upper and lower monomer module; The back side of described base plate is also provided with permeable groove.
Described base plate is provided with reinforcing rib, and reinforcing rib is established in described support column side.
Described support column is cone shape, the elliptic cone bodily form or square cone-shaped.
After described loose pattern block matrix, be positioned on the described monomer module of the superiors and the backplanes support post end opening of orlop monomer module and add grid cover plate.
As shown from the above technical solution, monomer module of the present invention adopts positive and negative installation type, it is the bearing structure that can realize intensive support, support column is stressed evenly, significantly improved supporting power, be applicable to building compared with degree of depth ground imbedded high-capacity collection storage pond, also can amplify arbitrarily collection capacity, and there is the advantages such as installation period is short, convenient transportation.On the base plate of monomer module, several support column compact arrangement are integrated, and the bottom of support column is larger, and top is less.Monomer module also can intussusception to reduce transportation volume.Each single-column end face is provided with permeable tenon mouth and symmetrical opposite side is provided with permeable recess, and the base plate back side is provided with several permeable recesses and symmetrical opposite side is provided with several permeable tenon mouths, by permeable tenon mouth, fixes each upper and lower monomer module.Half-twist bottom and bottom 1/4 matrix attaching, end face and end face 1/4 matrix attaching, expansion space forms large area load-bearing plate, decompose lifting surface area, support column base plate is provided with netted cover plate, and lowermost layer and last one deck cover netted cover plate, form plane, each support column base plate middle part is provided with semicircle permeable groove along horizontal and vertical position, increase the mobility of rain sewage.
Accompanying drawing explanation
Fig. 1 is the monomer module of the present invention perspective view that makes progress;
Fig. 2 is monomer module plan structure schematic diagram of the present invention;
Fig. 3 is monomer module side-looking structural representation of the present invention;
Fig. 4 is the downward perspective view of monomer module of the present invention;
Fig. 5 is monomer module of the present invention back side plan structure schematic diagram;
Fig. 6 is grid cover plate perspective view of the present invention;
Fig. 7 is loose pattern block matrix perspective view of the present invention;
Fig. 8 is monomer module levels overlap joint perspective view of the present invention.
In figure: 1, monomer module, 2, base plate, 3, support column, 4, permeable tenon mouth, 5, permeable recess, 6, the permeable tenon mouth of base plate, 7, the permeable recess of base plate, 8, grid cover plate, 9, permeable groove, 10, reinforcing rib.
the specific embodiment:
Referring to accompanying drawing 1-5, the present invention includes rectangular or foursquare base plate 2, intensive laying support column 3 on base plate 2, the hollow that support column 3 is taper, without bottom structure, is connected as a single entity with base plate 2.Equal-sized four regions that base plate are divided into two center lines that mutually intersect vertically of base plate, the support column 3 of arranging on it equal in number, four support columns are arranged in each region, also can arrange six or eight, depending on designing requirement.Along on the support column end face on two regions of a diagonal of base plate, be provided with for the upper and lower support column end face of monomer module and the permeable tenon mouth 4 of end face phase attaching, along the support column end face on two regions of another diagonal, be provided with permeable recess 5.The relevant position, the back side of base plate is also provided with for the back side of the base plate of levels monomer module and the permeable recess 7 of base plate of back side phase attaching and the permeable tenon mouth 6 of base plate; The back side of base plate is also provided with the permeable groove 9 of semicircular in shape, is arranged in middle part, the base plate back side along horizontal and vertical position.Base plate is provided with reinforcing rib 10, and reinforcing rib also can be established in support column side.Support column 3 end faces of levels monomer module pass through permeable tenon mouth 4 and permeable recess 5 attachings, support column 3 end faces and end face are fixed spacing.The base plate of levels monomer module is by permeable tenon mouth 6 and permeable recess 7 attachings of base plate, fixing spacing.Realize the positive and negative attaching of monomer module, overlap joint forms matrix mutually, as Fig. 7,8.Support column 3 can be designed to cone shape, the elliptic cone bodily form or square cone-shaped.After monomer module 1 matrix, be positioned on the end opening of the monomer module of the superiors and the base plate cone-shaped support column of undermost monomer module and add grid cover plate 8, form integral planar, as shown in Figure 6.
Figure 7 shows that the perspective view of upper and lower layer monomer module half-twist matrix.
The packaged matrix structure schematic diagram being connected in four monomer modules of lower floor of one, upper strata shown in Fig. 8 loose pattern, 1/4th of upper strata monomer module takes dress with 1/4th of lower floor four monomer modules respectively.Increase successively attaching module, reach the volume height needing, expansion space forms large area load-bearing plate, decompose lifting surface area, last one deck covers grid cover plate 8, forms integral planar, horizontal and vertical semicircular permeable groove 9, the mobility of increase rain sewage of being provided with in each support column base plate middle part.
Above are only embodiments of the invention, to one skilled in the art, the present invention has multiple change and variation.Allly within invention thought of the present invention and principle, make any modification, be equal to replacement, improve etc., within all should being included in protection scope of the present invention.
Claims (4)
1. a dock matrix rain sewage collecting pool module, comprises rectangular or foursquare base plate, and described base plate front is laid with the support column that several are connected as a single entity with it, and described support column is that tapered hollow is without bottom structure; It is characterized in that: the support column of being arranged on four regions that are divided into two center lines that mutually intersect vertically of described base plate is equal in number, and along the support column end face on two regions of a diagonal, be provided with for the upper and lower support column end face of monomer module and the permeable tenon mouth of end face phase attaching, along the support column end face on two regions of another diagonal, be provided with permeable recess; The relevant position, the back side of described base plate is also provided with the back side of base plate and the permeable recess of base plate of back side phase attaching and the permeable tenon mouth of base plate for upper and lower monomer module; The back side of described base plate is also provided with permeable groove.
2. dock matrix rain sewage collecting pool module according to claim 1, is characterized in that: described base plate is provided with reinforcing rib, and reinforcing rib is established in described support column side.
3. dock matrix rain sewage collecting pool module according to claim 1, is characterized in that: described support column is cone shape, the elliptic cone bodily form or square cone-shaped.
4. dock matrix rain sewage collecting pool module according to claim 1, is characterized in that: after described loose pattern block matrix, be positioned on the described monomer module of the superiors and the backplanes support post end opening of orlop monomer module and add grid cover plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410059533.7A CN103758205A (en) | 2014-02-21 | 2014-02-21 | Butt joint type matrix rain sewage collecting pool module |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410059533.7A CN103758205A (en) | 2014-02-21 | 2014-02-21 | Butt joint type matrix rain sewage collecting pool module |
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| CN103758205A true CN103758205A (en) | 2014-04-30 |
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| CN201410059533.7A Pending CN103758205A (en) | 2014-02-21 | 2014-02-21 | Butt joint type matrix rain sewage collecting pool module |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112811481A (en) * | 2020-12-30 | 2021-05-18 | 佛山市南海区苏科大环境研究院 | A pack and fill frame for city cavernosum |
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- 2014-02-21 CN CN201410059533.7A patent/CN103758205A/en active Pending
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| JP4695461B2 (en) * | 2005-08-26 | 2011-06-08 | タキロン株式会社 | Filling material and filling structure of underground water tank |
| JP2007077574A (en) * | 2005-09-09 | 2007-03-29 | Ebata Kk | Rainwater storage structure |
| JP2008031645A (en) * | 2006-07-26 | 2008-02-14 | Bridgestone Corp | Rainwater storage tank |
| JP2008038339A (en) * | 2006-08-01 | 2008-02-21 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Internally cleanable storage tank |
| JP2008038457A (en) * | 2006-08-07 | 2008-02-21 | Furukawa Electric Co Ltd:The | Resin skeleton block for rainwater storage facilities and rainwater storage facilities |
| JP2009057695A (en) * | 2007-08-30 | 2009-03-19 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Table-like unit member and storage / penetration facility such as rainwater using the same |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112811481A (en) * | 2020-12-30 | 2021-05-18 | 佛山市南海区苏科大环境研究院 | A pack and fill frame for city cavernosum |
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Application publication date: 20140430 |