CN201165702Y - Drainage net ditch pipe - Google Patents
Drainage net ditch pipe Download PDFInfo
- Publication number
- CN201165702Y CN201165702Y CNU2008200070095U CN200820007009U CN201165702Y CN 201165702 Y CN201165702 Y CN 201165702Y CN U2008200070095 U CNU2008200070095 U CN U2008200070095U CN 200820007009 U CN200820007009 U CN 200820007009U CN 201165702 Y CN201165702 Y CN 201165702Y
- Authority
- CN
- China
- Prior art keywords
- unit
- sewer pipe
- drainage network
- net unit
- network according
- Prior art date
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model relates to a drainage network sewer pipe, which comprises an inner mesh unit that presents a network pipe shape and axially extends back and forth, a strengthening unit formed on the external circumferential surface of the inner mesh unit and a water conducting unit covered on the internal circumferential surface of the inner mesh unit. The strengthening unit is provided with an outer rib surrounded outside the inner mesh unit in a spiral extended way. The water conducting unit defines a water guiding groove provided with an upward opening and axially extended. The drainage network sewer pipe uses the water guiding groove defined by the water conducting unit to guide the water flowing into the inner mesh unit to flow so as to achieve the drainage function, and the sundries can be avoided from being blocked, furthermore the drainage network sewer pipe has the drainage canal function only through proper embedding, and the construction cost is also lower.
Description
Technical field
The utility model relates to a kind of drainage network sewer pipe, particularly relates to a kind of drainage network sewer pipe that is used to guide the current discharging.
Background technology
Generally being embedded in the ditch that underground is used to discharge rainwater or sewage mostly is to be built into the channel form with last open end with cement, and put ditch lid at the ditch loam cake with perforation, or with above the cement block involution ditch with perforation, walk for people garage, avoid people's car to be absorbed in the ditch accidentally, but and ground rainwater of perforation water conservancy diversion or effluent stream on ditch lid or the cement block go in the ditch.
But because the punch position that is provided with on position that this ditch lid is provided with or the cement block usually all can certain at interval distance, when spacing distance was excessive, the effect of evacuating rainwater was also relatively poor.And in the perforation water conservancy diversion rainwater on ditch lid or cement block, also can flow into foreign material such as small stone, leaf, cause the ditch to stop up easily.It is expensive that this exterior-applied liquid medicine mud is recorded the ditch Heavy Weight, the material that form, and manufacture process needs heavy facility cooperation to apply, so overall efficiency is not good.
The utility model content
The purpose of this utility model is to provide a kind of simple structure and is easy to construction and installation and has the drainage network sewer pipe of well dredging drainage effect.
The utility model drainage network sewer pipe comprises: an axially extended interior net unit, and a reinforcement unit that is fixed on this interior net unit outer peripheral face, this reinforcement unit have one and enclose the outer rib that is overlying on outside this interior net unit with extending spirally;
Wherein, this drainage network sewer pipe also comprises a water guide unit, and this water guide unit defines the guiding gutter that an opening extends and vertically up.
The beneficial effects of the utility model are: the guiding gutter guiding that utilizes this water guide unit to be defined flows into rainwater or the drainage flow in the Intranet unit, reach the function of draining, can avoid foreign material to flow into again and stop up guiding gutter, and whole drainage network sewer pipe is to make with thermoplasticity material one extrusion molding, not only cost of manufacture is lower, and only need suitably be embedded in the effect that underground just can have escape canal, construction cost is also lower.
Description of drawings
Fig. 1 is the stereogram of first preferred embodiment of the utility model drainage network sewer pipe;
Fig. 2 is the end view of this first preferred embodiment;
Fig. 3 is the part side sectional view of this first preferred embodiment;
Fig. 4 is the stereogram of second preferred embodiment of the utility model drainage network sewer pipe;
Fig. 5 is the part side sectional view of this second preferred embodiment;
Fig. 6 is the end view of the 3rd preferred embodiment of the utility model drainage network sewer pipe;
Fig. 7 is the part side sectional view of the 3rd preferred embodiment;
Fig. 8 is the end view of the 4th preferred embodiment of the utility model drainage network sewer pipe;
Fig. 9 is the end view of the 5th preferred embodiment of the utility model drainage network sewer pipe; And
Figure 10 is the end view of the 6th preferred embodiment of the utility model drainage network sewer pipe.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is elaborated:
Consult Fig. 1, Fig. 2 and Fig. 3, first preferred embodiment of the utility model drainage network sewer pipe is applicable to and is embedded in a ground 11 times, and be to make with plastic material is one-body molded, and comprise: the reinforcement unit 3 and in an interior net unit 2, that is thread blank pipe shape forms on net unit 2 outer peripheral faces is coated in the water guide unit 4 of net unit 2 inner peripheral surfaces in this.
Should in net unit 2 have the interior axle bar 21 that majority extended axially and be spaced into tubulose, and the outer foxing 22 in spiral axle bar 21 outsides in these.Just should define the empty pipe shape of a thread jointly with outer foxing 22 by interior axle bar 21.Be that to enclose the outside that is connected to axle bars 21 in these with outer foxing 22 spirals be that example explains in the present embodiment, also can many during actual enforcement outer foxing 22 be parallel to each other at interval and one common peripheral is connected to the outside of axle bars 21 in these to produce the pipe shape of thread sky, therefore practical range not beyond foxing 22 quantity with enclose the mode of connecing and exceed, do not exceed with above-mentioned pipe shape yet.
This reinforcement unit 3 is fixed on these interior net unit 2 outer peripheral faces with extending spirally, and reinforcement unit 3 has a spiral and encloses the outer rib 31 that is overlying on outside this interior net unit 2, in the present embodiment this outer rib 31 have one be fixed in the fixed part 311 in interior axle bar 21 outsides of net unit 2, an and strengthening section 312 that radially protrudes out outward by fixed part 311 lateral surfaces.This fixed part 311 encloses the lateral surface that is connected to axle bar 21 in these and is positioned between the pitch of this outer foxing 22, and the spiral external diameter of fixed part 311 is greater than the spiral external diameter of this outer foxing 22.These fixed part 311 width are greater than the width of strengthening section 312 in addition, and just the cross section of this outer rib 31 is the T font.
This water guide unit 4 has an ater guide piece 41 that is coated in net unit 2 inner peripheral surfaces in this, and this ater guide piece 41 defines an opening 412 and the guiding gutter 411 that extends vertically up.The ater guide piece 41 of this water guide unit 4 is coated in this about 240 degree of central angle of circular arc under net unit 2 inner peripheral surfaces and cross section in the present embodiment, just the central angle of this opening 412 is 120 degree, and net unit 2 whole inner peripheral surface areas 2/3rds in the area of circular arc accounts under net unit 2 inner peripheral surfaces in being coated in, net unit 2 whole inner peripheral surface areas two in but the laying area of this ater guide piece 41 only need account for during actual enforcement/once the effect that can reach the guiding current, so practical range does not exceed with ater guide piece 41 forms of present embodiment.
Thus, when the utility model drainage network sewer pipe is actual when being embedded in ground 11 times as a gutter, should interior net unit 2 be to stretch on ground 11 with the upper end of strengthening unit 3, just the opening 412 of the guiding gutter 411 that defined of this ater guide piece 41 stretches in ground 11, when rainwater or sewage are flow in this drainage network sewer pipe by ground 11, be to flow through earlier to strengthen the gap and the hole of unit 3 and interior net unit 2, enter again in the guiding gutter 411 and and flow in the big escape canal by guiding gutter 411 guiding.
And the more important thing is, the utility model drainage network sewer pipe is in burying process underground, should in net unit 2 all be to stretch on ground 11 with all end faces of strengthening unit 3, the burying extended spot underground and all can flow into of drainage network sewer pipe just, and have good drainage effect for rainwater or sewage.And when together flowing to drainage network sewer pipe end face as stone or leaf rainwater, the outer rib 31 and the interior net unit 2 of this reinforcement unit 3 can stop jointly that stone or leaf enter in the guiding gutter 411, and because this outer rib 31 protrudes than this inner foxing, except that can stopping bigger stone and leaf, also can avoid foreign material to block, keep good drainage effect in the end face of interior net unit 2.
What deserves to be mentioned is, spiral encloses the outer rib 31 that is connected to net unit 2 peripheries in this can improve axle bar 21 and the more weak problem of outer foxing 22 radial strengths in these, increase the external diameter toughness of drainage network sewer pipe, avoid after burying underground, being pushed or being trampled the problem of flattening by people's car by sandstone.The utility model drainage network sewer pipe is to make with the plastics extrusion type is one-body molded, cost of manufacture is low, corrosion-resistant, overall weight is light, makes the drainage network sewer pipe be convenient to be transported to the building site, and only needs the suitable work of burying underground just to can be used as the irrigation canals and ditches of draining, it is simple and easy to construct, and use cost is lower.
In addition, after the utility model drainage network sewer pipe is embedded in ground 11 times, this is strengthened in the earth of strengthening section 312 radial projection to the ground 11 of outer rib 31 of unit 3, can prevent that the drainage network sewer pipe is influenced by landform or external force and endwisely slips with respect to ground 11, applicable to the drainage works of the various gradients, use in extensive range.
Consult Fig. 4 and Fig. 5, the structure of second preferred embodiment of the utility model drainage network sewer pipe is roughly identical with first preferred embodiment, and its difference is in the cross section of the outer rib 31 of this reinforcement unit 3 triangular in shape, strengthens whole radial structure intensity thus.
Consult Fig. 6 and Fig. 7, the structure of the 3rd preferred embodiment of the utility model drainage network sewer pipe is roughly identical with first preferred embodiment, it is outer foxing 22 outsides that take shape in net unit 2 in this that its difference is in the outer rib 31 of this reinforcement unit 3, and the end face of this drainage network sewer pipe is to be the plane, just the drainage network sewer pipe is embedded in 11 following times of ground, end face stretches in ground 11 and trim with ground 11, and is smooth to keep ground 11, avoids hindering people garage to walk.
Consult Fig. 8, the 4th preferred embodiment of the utility model drainage network sewer pipe mainly is can be by a carriage 13 to be hung at the edge of eaves 12, to collect the rainwater on the eaves 12, and its structure is roughly identical with first preferred embodiment, its difference is in the cross section of this drainage network sewer pipe and is square, just interior net unit 2 is square tube type, and the ater guide piece 41 of this water guide unit 4 is coated in the bottom side and the both sides of interior net unit 2 inner peripheral surfaces.Thus, rainwater on the described eaves 12 or dew down flow in the process of current drainage in the sewer pipe of drainage network, and net unit 2 can prevent that the foreign material leaf on the eaves 12 from entering in the sewer pipe of drainage network in this, avoid stopping up and alluvial.Present embodiment is that the drainage network sewer pipe with square tube type is that example explains, can design the drainage network sewer pipe of fan-shaped, oval or other varying cross-section shape during actual enforcement according to different places to use, so practical range does not exceed with the shape of cross section of drainage network sewer pipe.
Figure 9 shows that the 5th preferred embodiment of the utility model drainage network sewer pipe, in the present embodiment, this water guide unit 4 has the interior axle bar 42 that many front and back extended axially and be arranged in tubulose, and the interior axle bar 42 watertight ground of bottom side and left and right side closely side by side, arrange interior axle bar 42 spaces of upside, and the interior axle bar 42 of bottom side and left and right side defines this guiding gutter 411 jointly.The guiding gutter 411 that defines jointly by axle bar 42 in these guides rainwater and the sewage axial flow that enters in the sewer pipe of drainage network.
Consult Figure 10, the 6th preferred embodiment of the utility model drainage network sewer pipe is to be applicable in the soil that is embedded under the face of land, and its structure is roughly identical with the 3rd preferred embodiment, it is that opening 412 mode down with this water guide unit 4 is embedded under the face of land in burying process underground that its difference is in this drainage network sewer pipe, the pipeline space 413 that main function is to utilize the ater guide piece 41 of this water guide unit 4 to be defined is got rid of too much moisture in the earth, just when the water layer in the earth is higher than the opening 412 of this water guide unit 4, current just enter in the pipeline space 413 current drainage to soil, and this ater guide piece 41 can prevent that earth or grass roots from entering in the pipeline space 413, to avoid blocking problem.
Take a broad view of above-mentioned, the guiding gutter 23 that guiding gutter 411, pipeline space 413 or these the interior axle bar 21 tight arrangements that the utility model drainage network sewer pipe utilizes this ater guide piece 41 to be defined form is with rainwater or drainage flow in the guiding inflow Intranet unit 2, reach the function of draining, can avoid foreign material to flow into again and stop up guiding gutter 411, and whole drainage network sewer pipe is to make with plastic material one extrusion molding, not only cost of manufacture is lower, only need suitably be embedded in the effect that ground just can have escape canal, construction cost is also lower, so can reach the purpose of this utility model really.
Claims (11)
1. drainage network sewer pipe comprises: interior net unit that axially extends, and be fixed in the reinforcement unit on net unit outer peripheral face in this, described reinforcement unit have one enclose with extending spirally be overlying on described in the outer outer rib of net unit;
It is characterized in that: described drainage network sewer pipe also comprises a water guide unit, and described water guide unit defines the guiding gutter that an opening extends and vertically up.
2. drainage network according to claim 1 sewer pipe, it is characterized in that: net unit has many interior axle bars that extend axially and be spaced into tubulose in described, described water guide unit has an ater guide piece that is coated in the bottom of described interior net unit inner peripheral surface, and described ater guide piece defines described guiding gutter.
3. drainage network according to claim 2 sewer pipe is characterized in that: net unit also has an outer foxing around the described interior axle bar outside in described.
4. drainage network according to claim 2 sewer pipe is characterized in that: net unit is cylindrical in described, and the cross section of the ater guide piece of described water guide unit is opening circular shape up.
5. drainage network according to claim 2 sewer pipe, it is characterized in that: the ater guide piece of described water guide unit is coated in described interior net unit inner peripheral surface Lower Half, and the area of net unit inner peripheral surface Lower Half accounts for more than the Intranet whole unit inner peripheral surface half of the area in being coated in, and the cross section of described ater guide piece is to be opening half-circle-arc shape up at least.
6. drainage network according to claim 1 sewer pipe is characterized in that: the outer rib of described reinforcement unit has a fixed part that is fixed in interior net unit periphery, and a strengthening section that is radially protruded out outward by the fixed part lateral surface.
7. drainage network according to claim 6 sewer pipe is characterized in that: the fixed part width of described reinforcement unit is greater than the width of strengthening section, and the cross section of described outer rib is the T font.
8. drainage network according to claim 1 sewer pipe is characterized in that: the cross section of described outer rib is triangular in shape.
9. drainage network according to claim 1 sewer pipe is characterized in that: the end face of net unit is the plane in described.
10. drainage network according to claim 2 sewer pipe is characterized in that: net unit is square tube type in described, and the ater guide piece of described water guide unit is coated in the bottom side and the both sides of interior net unit inner peripheral surface.
11. drainage network according to claim 1 sewer pipe, it is characterized in that: described water guide unit has the interior axle bar that many front and back extended axially and be arranged in tubulose, and the interior axle bar watertight ground of bottom side and left and right side closely side by side, the interior axle bar of upside is parallel to each other and is spaced, the interior axle bar of described bottom side and left and right side defines described guiding gutter jointly, and described interior net unit has the outer foxing of a spiral around the described interior axle bar outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200070095U CN201165702Y (en) | 2008-02-27 | 2008-02-27 | Drainage net ditch pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200070095U CN201165702Y (en) | 2008-02-27 | 2008-02-27 | Drainage net ditch pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201165702Y true CN201165702Y (en) | 2008-12-17 |
Family
ID=40191086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200070095U Expired - Fee Related CN201165702Y (en) | 2008-02-27 | 2008-02-27 | Drainage net ditch pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201165702Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166476A (en) * | 2017-11-30 | 2018-06-15 | 安徽杰奥玛克合成材料科技有限公司 | A kind of rotatable multilayer drainage network |
| WO2020030023A1 (en) * | 2018-08-08 | 2020-02-13 | 上海标普实业有限公司 | Drainage device |
-
2008
- 2008-02-27 CN CNU2008200070095U patent/CN201165702Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166476A (en) * | 2017-11-30 | 2018-06-15 | 安徽杰奥玛克合成材料科技有限公司 | A kind of rotatable multilayer drainage network |
| WO2020030023A1 (en) * | 2018-08-08 | 2020-02-13 | 上海标普实业有限公司 | Drainage device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202017223U (en) | Rain collection and permeation recharging device | |
| CN209941698U (en) | Side slope drainage structure capable of being recycled | |
| CN112695586A (en) | Sponge city water circulating system | |
| CN206256524U (en) | A kind of big vast system of grass planting ditch drop based on sponge the idea of the city | |
| CN201539012U (en) | Infiltration-drainage pipe duct for comprehensive utilization of rainwater | |
| CN112982835A (en) | Planting roofing siphon drainage collecting system | |
| CN104499560A (en) | Combined rainwater seepage well and construction method | |
| CN205653871U (en) | Drain pipe convenient to rain water leakage | |
| CN106320494B (en) | The construction method of sponge engineering system based on existing urban road and drainage condition | |
| CN205224230U (en) | LID type urban rainwater oozes and holds clean drainage closed conduit | |
| CN201165702Y (en) | Drainage net ditch pipe | |
| CN208346836U (en) | A kind of hidden drainage system | |
| CN106087648A (en) | A kind of urban road special Quick drainage system | |
| CN206245444U (en) | Rainwater penetration system | |
| CN201284492Y (en) | Simple and practical overhead road rainwater utilization system | |
| CN211353370U (en) | Domatic afforestation structure of garden engineering | |
| CN207143766U (en) | It is a kind of to arrange highway deceleration strip for oozing for sponge urban construction | |
| CN105887761A (en) | River embankment structure for sponge city construction | |
| CN105275001A (en) | Novel replaceable hard and rigid combined double-layer curved-grain net-shaped pervious pipe for slope | |
| CN206428751U (en) | A kind of drainage system rainwater collection collector | |
| CN212520287U (en) | Water seepage pipe for water-saving irrigation | |
| CN212271176U (en) | Catch basin and road rainwater collecting system | |
| CN114922277A (en) | A sponge type side ditch structure for urban road | |
| CN204311551U (en) | Combined rainwater seepage well | |
| CN211734926U (en) | Quick drainage system in sponge city ground |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081217 Termination date: 20100227 |