CN205867775U - Concrete laboratory paraphernalia washs sewage and subsides device - Google Patents
Concrete laboratory paraphernalia washs sewage and subsides device Download PDFInfo
- Publication number
- CN205867775U CN205867775U CN201620729392.XU CN201620729392U CN205867775U CN 205867775 U CN205867775 U CN 205867775U CN 201620729392 U CN201620729392 U CN 201620729392U CN 205867775 U CN205867775 U CN 205867775U
- Authority
- CN
- China
- Prior art keywords
- sedimentation
- grades
- drainage trough
- sedimentation tank
- equipment cleaning
- 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
Abstract
Concrete laboratory paraphernalia washs sewage and subsides device relates to sewage treatment facility technical field, and include one -level settling basin, secondary sedimentation tank and locate the drainage groove between one -level settling basin and the secondary sedimentation tank, be equipped with a drain pipe on the one -level settling basin, the last outlet of having seted up of secondary sedimentation tank, water in the one -level settling basin is discharged in the drainage groove by the drain pipe behind first secondary settlement, then carries out two secondary settlement in the drainage groove flows in secondary sedimentation tank, and the clear water that obtains behind two secondary settlement flows through the outlet. This concrete laboratory paraphernalia washs sewage and subsides device adopts the second grade sedimentation to carry out settlement treatment to sewage, and is limpider from secondary sedimentation tank outlet exhaust water, the problem of sewer can not appear stopping up.
Description
Technical field
This utility model relates to sewage treatment facility technical field, cleans dirt particularly to a kind of concrete experiments room equipment
Water precipitating falling unit.
Background technology
Sedimentation tank is the indispensable facility that cement concrete laboratory Instrumental equipment cleans, and traditional Sedimentation tank is usually one
Individual being arranged on ground pond, osculum is offered on the top in pond, and osculum is directly connected with sewer, and sewage is first from sedimentation
The side person who lives in exile in pond, flows out through osculum the most again, and this kind of Sedimentation tank exists following defect during routine use mostly:
When clean with faucet only starch the accessory such as blender, mortar mixer time, with cement paste or mortar
Tap water flows directly into Sedimentation tank, and the cement mortar settled bottom Sedimentation tank is again muddy by turbulent water, cause with
The sewage of slurry flows directly into sewer and causes blocking.
Utility model content
In order to overcome drawbacks described above, this utility model provides a kind of concrete experiments using two grades of sedimentation sedimentation sewage
Room equipment cleaning sullage sedimentation device.
This utility model specifically adopts the following technical scheme that concrete experiments room equipment cleaning sullage sedimentation device, including
One-level Sedimentation tank, two grades of Sedimentation tanks and be located at the drainage trough between one-level Sedimentation tank and two grades of Sedimentation tanks, described one-level Sedimentation tank
Being provided with a drain pipe, described two grades of Sedimentation tanks offer spilled water hole, the water in described one-level Sedimentation tank is after first sedimentation
It is expelled in drainage trough by drain pipe, then in drainage trough flows into two grades of Sedimentation tanks, carries out secondary settlement, after secondary settlement
The clear water arrived flows out through spilled water hole.
Further, the front end of described drain pipe is provided with the first filtering cover.
Further, the latter end of described drainage trough is provided with filter screen slot, is provided with a screen pack in described filter screen slot.
Wherein, being provided with water output duct in described spilled water hole, the front end of described water output duct is provided with the second filtering cover.
Preferably, described drainage trough is the square groove arranged diagonally downward, the groove bottom of described square groove and horizontal plane it
Between angle be 1 degree.
Further, the groove bottom of described drainage trough and the Dao You oblique angle, junction of two grades of Sedimentation tanks, two ends, described oblique angle
Edges and corners are made rounding and are processed.
Further, between the groove bottom of described oblique angle and drainage trough, angle is 30 degree, the projection in the horizontal plane of described oblique angle
A length of 100mm, the corner angle place rounding radii at two ends, described oblique angle is 30mm.
Preferably, described filter screen slot is the square groove being located at drainage trough two side and bottom land, described screen pack bag
Including the sheet frame that rustless steel square tube is made and the stainless steel filtering net being fixedly connected on described sheet frame, described sheet frame inserts square groove
In, described stainless steel filtering net is woven by the stainless steel silk of a diameter of 1mm and forms.
Further, described first filtering cover and stainless steel filtering net are provided with the quadratic filter hole of 4.75 × 4.75mm, institute
State the second filtering cover and be provided with the quadratic filter hole of 2.36 × 2.36mm.
It is furthermore preferred that described one-level Sedimentation tank is positioned at more than ground, described two grades of Sedimentation tanks locate below ground level, described two
Level Sedimentation tank realizes by the way of digging pit on ground, and the width of described drainage trough is 300mm.
The concrete experiments room equipment cleaning sullage sedimentation device that this utility model provides uses two grades of sedimentation to sewage
Carry out settlement treatment, when only starching the accessory such as blender, mortar mixer with faucet cleaning, with cement paste or sand
The tap water of slurry flows into one-level Sedimentation tank, even if the cement mortar now settled bottom one-level Sedimentation tank is disturbed by current again
Dynamic muddiness, also will not flow directly into sewer with the sewage of slurry and cause blocking, but in drain pipe is expelled to drainage trough,
Then flowed in two grades of Sedimentation tanks by drainage trough, owing to cement slurry and silt settle in two grades of Sedimentation tanks again, therefore from two
The water body that level Sedimentation tank spilled water hole is discharged is limpider, the problem not havinging blocking sewer.
Accompanying drawing explanation
Fig. 1 is the top view of embodiment of the present utility model；
Fig. 2 is the front view of embodiment of the present utility model；
Fig. 3 is the overall structure schematic diagram of screen pack in embodiment described in Fig. 1；
Fig. 4 is the partial enlarged drawing of aminoacyl site in Fig. 2；
In figure:
1 one-level Sedimentation tank 2 two grades Sedimentation tank 3 drainage trough 4 screen pack
1a drain pipe 2a spilled water hole 3a oblique angle 4a sheet frame
4b stainless steel filter screen.
Detailed description of the invention
For the ease of the understanding of those skilled in the art, this utility model is made further with accompanying drawing below in conjunction with embodiment
Explanation.
In description of the present utility model, it is to be understood that term " length ", " width ", " thickness ", " on ",
D score, "front", "rear", " vertically ", " level ", " top ", " end ", " interior ", " outward " etc. instruction orientation or position relationship be based on
Orientation shown in the drawings or position relationship, be for only for ease of description this utility model and simplify description rather than instruction or dark
The device or the element that show indication must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that right
Restriction of the present utility model.
Additionally, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity indicating indicated technical characteristic.
As Figure 1-4, a kind of concrete experiments room equipment cleaning sullage sedimentation device, including one-level Sedimentation tank 1, two grades
Sedimentation tank 2 and be located at the drainage trough 3 between one-level Sedimentation tank 1 and two grades of Sedimentation tanks 2, one-level Sedimentation tank 1 is provided with a drain pipe
1a, two grades of Sedimentation tanks 2 offer spilled water hole 2a, and the water in one-level Sedimentation tank 1 is expelled to by drain pipe 1a after first sedimentation
In drainage trough 3, then carrying out secondary settlement in drainage trough 3 flows into two grades of Sedimentation tanks 2, the clear water obtained after secondary settlement is through letting out
Water hole 2a flows out.
The concrete experiments room equipment cleaning sullage sedimentation device that above-described embodiment provides uses two grades of sedimentation to sewage
Carry out settlement treatment, when only starching the accessory such as blender, mortar mixer with faucet cleaning, with cement paste or sand
The tap water of slurry flows into one-level Sedimentation tank 1, even if the cement mortar now settled bottom one-level Sedimentation tank 1 is again by current
Disturbance is muddy, also will not flow directly into sewer with the sewage of slurry and cause blocking, but be expelled to drain through drain pipe 1a
In groove 3, then flowed in two grades of Sedimentation tanks 2 by drainage trough 3, owing to cement slurry and silt sink in two grades of Sedimentation tanks 2 again
Fall, thus limpider from the water body of two grades of Sedimentation tank 2 spilled water hole 2a discharges, do not have the problem blocking sewer.
As scheme more excellent on the basis of above-described embodiment, the front end of drain pipe 1a is provided with the first filtering cover, and (this is years old
One filtering cover is the most not shown), the latter end of drainage trough 3 is provided with filter screen slot, is provided with a drainage screen in above-mentioned filter screen slot
Plate 4, is provided with water output duct in spilled water hole 2a, the front end of water output duct is provided with the second filtering cover (water output duct and the second filtering cover
The most not shown).
In above-mentioned preferred embodiment, owing to the front end of drain pipe 1a is provided with the first filtering cover, it is to avoid laboratory
Some floating thing rubbish (cigarette end, napkin etc.) that staff and other staff abandon at laboratory enters drain pipe, causes row
The problem of water-pipe blockage.Owing to the embodiment above is provided with screen pack 4 at the latter end of drainage trough 3, when cleaning concrete sets
Time standby (concrete mechanical equipment is placed in equipment settlement as shown in Figure 1), screen pack 4 can filter stone, only make sand,
Cement mortar flows into two grades of Sedimentation tanks, both can make stone recycling, also solves stone two grades of Sedimentation tanks of entrance and takies sky
Between, the problem that need to frequently clear up two grades of Sedimentation tanks.And the second filtering cover is set in the front end of water output duct and can reduce further
Sandstone enters the probability of sewer, the problem that further avoid sewer blockage.
Folder it is furthermore preferred that drainage trough 3 is the square groove arranged diagonally downward, between groove bottom and the horizontal plane of square groove
Angle is 1 degree.Owing to drainage trough 3 is arranged diagonally downward, sandstone moves toward two grades of Sedimentation tanks under self gravitation and flow action, from
And sandstone can be avoided to a certain extent to be deposited in groove, the situation of blocking drainage trough 3.
Further, the groove bottom of drainage trough 3 and Dao You oblique angle, the junction 3a of two grades of Sedimentation tanks 2,3a two ends, above-mentioned oblique angle
Edges and corners make rounding process, between the groove bottom of oblique angle 3a and drainage trough 3, angle is 30 degree, oblique angle 3a throwing in the horizontal plane
The a length of 100mm of shadow, the corner angle place rounding radii at 3a two ends, oblique angle is 30mm.
By at drainage trough 3 and two grades of Sedimentation tank 2 junction bevelling 3a, and at the edges and corners rounding again at 3a two ends, oblique angle
Angle, the sewage of the equipment such as cleaning concrete blender flows through screen pack 4 and plays preliminary decelerating effect, drainage trough 3 and two simultaneously
The round and smooth chamfering of level Sedimentation tank 2 junction arranges and current is played cushioning effect, it is to avoid current are excessive directly into two grades of sedimentations
Pond, prevents two grades of Sedimentation tanks from having precipitated and becomes cloudy blocking sewer.
Preferably, filter screen slot is the square groove being located at drainage trough 3 two side and bottom land, and screen pack 4 includes stainless
Sheet frame 4a that steel square tube is made and be fixedly connected on the stainless steel filtering net 4b, sheet frame 4a of sheet frame 4a and insert in square groove, stainless
Steel filter screen 4b is woven by the stainless steel silk of a diameter of 1mm and forms.Above-mentioned screen pack 4 simple in construction, cheap, by drawing
Chute 3 two side and bottom land offer square groove, can be inserted in square groove by sheet frame 4a fixing, when drainage screen changed by needs
During plate 4, only sheet frame 4a need to be extracted out from square groove, operate the easiest.
Further, the first filtering cover and stainless steel filtering net 4b are provided with the quadratic filter hole of 4.75 × 4.75mm, the
Two filtering covers are provided with the quadratic filter hole of 2.36 × 2.36mm.Filtering holes on first filtering cover and stainless steel filtering net 4b is first
Filtering out the sandstone that granule is bigger, the second filtering cover is after filtering the sandstone that granule is less, by multistage filtering, thoroughly avoids
Sandstone pours in sewer, the problem causing sewer blockage.
It is furthermore preferred that one-level Sedimentation tank 1 is positioned at more than ground, two grades of Sedimentation tanks 2 locate below ground level, two grades of Sedimentation tanks 2
Realizing by the way of digging pit on ground, two grades of Sedimentation tanks 2 are provided with cover plate, and the width of drainage trough 3 is 300mm.Two grades of sedimentations
Pond 2 realizes to reduce the expenditure of construction of whole sedimentation device and being more conducive to save space, two by the way of digging pit on ground
Arrange on level Sedimentation tank 2 cover plate can the safety of preferably battle support laboratory staff, the width of drainage trough 3 is set to
The purpose of 300mm is to prevent from the cleaning sullage of equipment settlement from breaking through drainage trough 3 to enter pilot region, also allows for using market simultaneously
Upper common spade removes the deposit in drainage trough 3.
Above-described embodiment is this utility model preferably implementation, and in addition, this utility model can be with other side
Formula realizes, and on the premise of conceiving without departing from the technical program, any obvious replacement is all at protection model of the present utility model
Within enclosing.
In order to allow those of ordinary skill in the art understand more easily this utility model relative to prior art improvement it
Place, accompanying drawings more of the present utility model and description have been simplified, and for the sake of clarity, present specification is omitted one
Other elements a little, it is of the present utility model interior that those of ordinary skill in the art it is to be appreciated that these elements omitted also may make up
Hold.
Claims (10)
1. concrete experiments room equipment cleaning sullage sedimentation device, including one-level Sedimentation tank (1), two grades of Sedimentation tanks (2) and be located at
Drainage trough (3) between one-level Sedimentation tank (1) and two grades of Sedimentation tanks (2), described one-level Sedimentation tank (1) is provided with a drain pipe
(1a), described two grades of Sedimentation tanks (2) offering spilled water hole (2a), the water in described one-level Sedimentation tank (1) is after first sedimentation
It is expelled in drainage trough (3) by drain pipe (1a), then in drainage trough (3) flows into two grades of Sedimentation tanks (2), carries out secondary settlement,
The clear water obtained after secondary settlement flows out through spilled water hole (2a).
Concrete experiments room the most according to claim 1 equipment cleaning sullage sedimentation device, it is characterised in that: described draining
The front end of pipe (1a) is provided with the first filtering cover.
Concrete experiments room the most according to claim 2 equipment cleaning sullage sedimentation device, it is characterised in that: described drain
The latter end of groove (3) is provided with filter screen slot, is provided with a screen pack (4) in described filter screen slot.
Concrete experiments room the most according to claim 3 equipment cleaning sullage sedimentation device, it is characterised in that: described sluicing
Being provided with water output duct in hole (2a), the front end of described water output duct is provided with the second filtering cover.
5. according to the concrete experiments room equipment cleaning sullage sedimentation device described in any one in claim 1-4, its feature
It is: described drainage trough (3) is the square groove arranged diagonally downward, the angle between groove bottom and the horizontal plane of described square groove
It it is 1 degree.
Concrete experiments room the most according to claim 5 equipment cleaning sullage sedimentation device, it is characterised in that: described drain
The groove bottom of groove (3) and the Dao You oblique angle, junction (3a) of two grades of Sedimentation tanks (2), the edges and corners at described oblique angle (3a) two ends are made
Rounding processes.
Concrete experiments room the most according to claim 6 equipment cleaning sullage sedimentation device, it is characterised in that: described oblique angle
(3a) angle is 30 degree and between the groove bottom of drainage trough (3), and described oblique angle (3a) projected length in the horizontal plane is 100mm,
The corner angle place rounding radii at described oblique angle (3a) two ends is 30mm.
Concrete experiments room the most according to claim 4 equipment cleaning sullage sedimentation device, it is characterised in that: described filter screen
Slot is for be located at drainage trough (3) two side and the square groove of bottom land, and described screen pack (4) includes what rustless steel square tube was made
Sheet frame (4a) and be fixedly connected on the stainless steel filtering net (4b) of described sheet frame (4a), described sheet frame (4a) inserts in square groove,
Described stainless steel filtering net (4b) is woven by the stainless steel silk of a diameter of 1mm and forms.
Concrete experiments room the most according to claim 8 equipment cleaning sullage sedimentation device, it is characterised in that: described first
Filtering cover and stainless steel filtering net (4b) are provided with the quadratic filter hole of 4.75 × 4.75mm, and described second filtering cover is provided with 2.36
The quadratic filter hole of × 2.36mm.
Concrete experiments room the most according to claim 6 equipment cleaning sullage sedimentation device, it is characterised in that: described one
Level Sedimentation tank (1) is positioned at more than ground, and described two grades of Sedimentation tanks (2) locate below ground level, and described two grades of Sedimentation tanks (2) are passed through
The mode digged pit in ground realizes, and described two grades of Sedimentation tanks (2) are provided with cover plate, and the width of described drainage trough (3) is 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620729392.XU CN205867775U (en) | 2016-07-12 | 2016-07-12 | Concrete laboratory paraphernalia washs sewage and subsides device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620729392.XU CN205867775U (en) | 2016-07-12 | 2016-07-12 | Concrete laboratory paraphernalia washs sewage and subsides device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205867775U true CN205867775U (en) | 2017-01-11 |
Family
ID=57696116
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620729392.XU Expired - Fee Related CN205867775U (en) | 2016-07-12 | 2016-07-12 | Concrete laboratory paraphernalia washs sewage and subsides device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205867775U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112370857A (en) * | 2020-10-28 | 2021-02-19 | 石河子大学 | Hydraulic engineering filter equipment |
-
2016
- 2016-07-12 CN CN201620729392.XU patent/CN205867775U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112370857A (en) * | 2020-10-28 | 2021-02-19 | 石河子大学 | Hydraulic engineering filter equipment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155615B (en) | A kind of first rain collection processing system implementing with self-cleaning function | |
| CN103821222A (en) | Initial rainwater and rain-sewage mixed overflow water storage pond facility with flood peak reduction function | |
| CN204781084U (en) | Processing system is collected from cleaning function's first rain in area | |
| CN206901921U (en) | A kind of municipal sewage reuse device | |
| CN203755431U (en) | Initial rainwater and rain-sewage mixed water overflow regulation and storage pond facility giving consideration to flood peak reduction | |
| CN106978846A (en) | A kind of full collection anti-clogging Prefabricated combined septic tank with Control the Plan Pollution Sources function | |
| CN109675367A (en) | A kind of stormwater overflow purification device | |
| CN205867775U (en) | Concrete laboratory paraphernalia washs sewage and subsides device | |
| CN207760989U (en) | A kind of pump discharges into water system | |
| CN207582618U (en) | A kind of pump discharges into water system | |
| CN210495521U (en) | Waste water circulating system of concrete mixing plant | |
| CN201840915U (en) | Grit chamber for sewage treatment | |
| CN106237670A (en) | A kind of efficiently up-flow anisotropic flow inclined-plate clarifying basin | |
| CN108222237A (en) | A kind of water purification water storage device | |
| CN208389555U (en) | Symmetrical purification pollution cutting device based on existing drainage system | |
| CN208843825U (en) | Integrated precipitating pond | |
| CN207469412U (en) | A kind of control well device of combined system pollutant | |
| CN203944162U (en) | Funnel sedimentation basin | |
| CN209082658U (en) | A kind of town road drainage system | |
| CN207919725U (en) | Rainwater slagging-off desilting device | |
| CN202315453U (en) | Long weir vertical flow clarifier | |
| CN108245991A (en) | A kind of settlement of sewage filter device | |
| CN215327389U (en) | Fermented vegetable high-salt wastewater deslagging and lifting device | |
| CN217698218U (en) | Rain and sewage same-groove flow distribution structure convenient for impurity removal | |
| CN211339222U (en) | Anti-blocking septic tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 Termination date: 20190712 |