CN108534640A - Municipal drainage pipeline amount mud device - Google Patents
Municipal drainage pipeline amount mud device Download PDFInfo
- Publication number
- CN108534640A CN108534640A CN201810374498.6A CN201810374498A CN108534640A CN 108534640 A CN108534640 A CN 108534640A CN 201810374498 A CN201810374498 A CN 201810374498A CN 108534640 A CN108534640 A CN 108534640A
- Authority
- CN
- China
- Prior art keywords
- extension rod
- pedestal
- mud
- drainage pipeline
- hound
- 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.)
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/02—Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness
- G01B5/06—Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness for measuring thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F22/00—Methods or apparatus for measuring volume of fluids or fluent solid material, not otherwise provided for
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The invention discloses a kind of municipal drainage pipeline amount mud devices, including head end Guan Ni mechanisms and extension rod, wherein head end Guan Ni mechanisms include pedestal, hound and column, the front end of pedestal is fixed with hound front end, upright supports are between hound and pedestal, it is sequentially distributed the filling mud pipe of more transverse directions from bottom to top in the leading flank of hound, constitutes parallel filling mud pipe group；More extension rods dock successively constitutes extension rod group, and the front end of extension rod group is connect with the back end activity of the pedestal.The present invention can smoothly pour into mud by parallel filling mud pipe group but mud will not be caused to fall off when exiting, it is ensured that measurement data is accurate.Simple in structure, reasonable design checks that comprehensively it is accurate to measure, and works well, and is suitble to promote and apply.
Description
Technical field：
The invention belongs to municipal drainage pipeline surveying on sludge thickness equipment technical fields, and in particular to a kind of municipal drainage pipeline amount
Mud device.
Background technology：
Urban discharging pipeline is the important infrastructure of Urban Flood control draining, sewage collecting conveying.The mud of Zhengzhou City's drainpipe
Accumulation has a large amount of siltations for many years, in pipeline, and the mud of these depositions can both occupy the capacity of drainage pipeline, reduce it and cross water
Ability, it is also possible to be washed and be emitted into water body, cause water pollution.The clear and coherent maintenance of also water supply and sewerage pipeline is brought prodigious simultaneously
Workload.Therefore, carry out the detection of drainage pipeline silting, and the clear and coherent plan of reasonable arrangement according to testing result, improve work
Make efficiency, has great importance to the safe operation of the Safety of Flood Control and drainage pipeline in city.However, due to drainpipe position
It extends internally in underground and along longitudinal direction, managing interior deposition thickness can not calculate, and the workload in turn resulting in dredging can not be effective
It checks and approves, often occurs that the problem of slacking off can not judge and municipal drainage safeguards that unit dredging workload can not during dredging
Examination.
Currently, traditional drainage pipeline silting thickness measure is surveyed by ruler or amount bucket in inspection shaft
Amount can only measure nozzle deposition, and in this, as the silt depth in entire drainage pipeline, measurement is not comprehensive, and error comes in and goes out big.
In this way, deposition is unable to measure inside pipeline, it can not work drainage pipeline dredging and carry out performance appraisal.
Invention content：
The problem of cannot effectively being measured by traditional measurement instrument for the current drainage pipeline because of the accumulation of long-term mud, this
Invention provides a kind of effective municipal drainage pipeline amount mud device simple in structure.
Scheme is used by the present invention solves its technical problem：A kind of municipal drainage pipeline amount mud device, including head end fill
Mud mechanism and extension rod, wherein head end Guan Ni mechanisms include pedestal, hound and column, and the front end and hound front end of pedestal are solid
Fixed, upright supports are sequentially distributed the filling of more transverse directions from bottom to top between hound and pedestal, in the leading flank of hound
Mud pipe constitutes parallel filling mud pipe group；More extension rods dock successively constitutes extension rod group, the front end of extension rod group and the pedestal
Back end activity connection.
It constitutes the parallel each filling mud pipe for filling mud pipe group to be cylindrical tube or be rectangular tube, the pedestal and extension rod are side
Shape pipe.
At link position at the link position of extension rod and pedestal, or between adjacent extension rod, it is fixed to be provided with
Type mechanism.
The shaping mechanism is one end setting sizing inner sleeve at link position, and the other end is outer tube, in sizing
Casing matching suit and outer tube inside, and the fastener for locking adjacent component is provided at link position.
The shaping mechanism is one end setting screw rod at link position, and nut is arranged in the other end, and the two is threadedly coupled
Together, and at link position it is provided with cylindrical positioning sleeve.Two side in positioning sleeve is provided with positioning edge, together
When side wall at the link position be provided with locating slot, the positioning edge matching of positioning sleeve is set in corresponding locating slot
In.
Extension rod includes that intermediate extension rod is connected with end bar, is docked successively by more extension rods after constituting extension rod group
End is connect with end bar, and shaping mechanism is provided at link position, handle is provided on the bar of end.
The front end of the pedestal is provided with taper heading end.
Beneficial effects of the present invention：The present invention be directed to the measurement in a closed series tools of municipal drainage pipeline amount mud, pass through multistage
Head end Guan Ni mechanisms can be goed deep into longitudinal drainage pipeline depths after combination.It is parallel by what is be arranged on front side of head end Guan Ni mechanisms
Fill mud pipe group by the mud of process pour into it is corresponding fill in mud pipe, due to head end Guan Ni mechanisms pedestal always with drainage pipeline bottom
Layer central contact, so the filling mud pipe on the inside of mud can fill mud.So as to the thickness to mud in drainage pipeline
Degree effectively measured, by it is each fill mud pipe filling mud height determine silt depth in drainpipe, according to drainage pipeline diameter with
Draining length of tube can calculate in drainpipe sludge volume in total, and measurement data is provided to be measured for drainpipe mud, with
And safeguard please become silted up workload computing of the unit before construction and after construction for municipal administration.
The present invention can smoothly pour into mud by parallel filling mud pipe group, but mud will not be caused to fall off when exiting, really
It is accurate to protect measurement data.
By carrying out positioning and locking operation to each extension rod link position in the present invention, it can be ensured that entire survey tool is flat
It is steady to push ahead without run-off the straight, it can ensure that head end Guan Ni mechanisms are protected in driving using rectangular pedestal and extension rod
Hold vertical translation.
The configuration of the present invention is simple, reasonable design check that comprehensively it is accurate to measure, and works well, and are suitble to promote and apply.
Description of the drawings
Fig. 1 is one of the dimensional structure diagram of the present invention.
Fig. 2 is the two of the dimensional structure diagram of the present invention.
Fig. 3 is the positive structure schematic of Fig. 2.
Fig. 4 is the side structure schematic diagram of Fig. 2.
Fig. 5 is the three of the dimensional structure diagram of the present invention.
Figure label：1 is pedestal, and 2 be hound, and 3 be column, and 4 be parallel filling mud pipe group, and 5 be taper heading end, and 6 are
Intermediate extension rod, 7 be end bar, and 8 be handle, and 9 be sizing inner sleeve, and 10-1 is fastener one, and 10-2 is fastener two, and 11 be spiral shell
Bar, 12 be positioning sleeve, and 13 be positioning edge, and 14 be locating slot.
Specific implementation mode
Embodiment 1：Municipal drainage pipeline amount mud device as shown in Figure 1, including head end Guan Ni mechanisms, 6 and of intermediate extension rod
End bar 7 and handle 8 etc..
Wherein, head end Guan Ni mechanisms include pedestal 1, hound 2 and column 3.The front end of pedestal 1 is solid with 2 front end of hound
Fixed, column 3 is supported between hound 2 and pedestal 1, and more transverse directions have been sequentially distributed from bottom to top in the leading flank of hound 2
Filling mud pipe, constitute parallel filling mud pipe group 4.Each filling mud pipe for constituting parallel filling mud pipe group 4 is cylindrical tube, and resistance is reduced to reach
Power purpose.Pedestal 1 and extension rod are rectangular tube, it can be ensured that head end Guan Ni mechanisms remain vertical advance.Before pedestal 1
End is provided with taper heading end 5, bears the resistance of mud using the conical surface and pressure acts on, pedestal 1 can be kept to fit in always
Pipeline bottom moves.Shown in Figure 2, head end Guan Ni mechanisms have lesser width range, so the resistance in tunneling process
It is smaller.Head end Guan Ni mechanisms have certain altitude, and it is equal that silt pressure is born in both sides, can voluntarily keep upright state.
Head end Guan Ni mechanisms need to be continuously increased middle part extension rod in drainpipe bottom forward tunneling process.In Fig. 1,
Docking constitutes extension rod group to more intermediate extension rods 6 successively, and the front end of extension rod group is connect with the back end activity of the pedestal 1.
At link position at link position of first intermediate extension rod 6 with pedestal 1, or between adjacent extension rod, setting
There is shaping mechanism.The shaping mechanism of the present embodiment is that sleeve structure fasteners are positioned.As shown in Figure 1, in link position
Sizing inner sleeve 9 is arranged in the one end at place, and the other end is outer tube, on the inside of the sizing matching of inner sleeve 9 suit and outer tube, due to all
It is square tube, so can prevent from mutually rotating after suit.The fastener for locking adjacent component is provided at link position.Fastener
Wide variety, fixed for example, by using fastener one and two mutual snapping of fastener, fastener one be button nose, fastener is second is that one being capable of edge
The plate body of axis pin overturning, is hinged with retaining ring on plate body, through hole and column sleeve connect between plate body and link position lateral wall.By right
Each extension rod link position carries out positioning and locking operation, it can be ensured that entire survey tool is steadily pushed ahead without inclining
Tiltedly, it can ensure that head end Guan Ni mechanisms keep vertical translation in driving using rectangular pedestal 1 and extension rod.
The present embodiment is poured into the mud of process accordingly by the parallel filling mud pipe group 4 being arranged on front side of head end Guan Ni mechanisms
Fill in mud pipe, due to head end Guan Ni mechanisms pedestal 1 always with drainage pipeline bottom central contact, so on the inside of the mud
Mud can be filled by filling mud pipe.It is effectively measured so as to the thickness to mud in drainage pipeline, passes through each filling mud pipe
It fills mud height and determines silt depth in drainpipe, can be calculated according to drainage pipeline diameter and draining length of tube total in drainpipe
Sludge volume altogether, to provide measurement data for the metering of drainpipe mud, and for cleaner before construction and after construction
Please become silted up workload computing.
Embodiment 2：On the basis of embodiment 1, at the link position of extension rod and pedestal 1, or in adjacent extension rod
Between link position at, be provided with shaping mechanism.Shown in Fig. 3 and Fig. 4, which is one at link position
Nut is arranged in end setting screw rod 11, the other end, and the two is threaded togather, and cylindrical positioning is provided at link position
Cutting ferrule 12.Two side in positioning sleeve 12 is provided with positioning edge, while the side wall at the link position is provided with and determines
The positioning edge matching of position slot, positioning sleeve 12 is set in corresponding locating slot.
Embodiment 3：On the basis of embodiment 1, it is rectangular tube, the pedestal 1 to constitute the parallel each filling mud pipe for filling mud pipe group 4
It is rectangular tube with extension rod.
Claims (7)
1. a kind of municipal drainage pipeline amount mud device, it is characterized in that：Including head end Guan Ni mechanisms and extension rod, wherein head end fills mud machine
Structure includes pedestal, hound and column, and front end and the hound front end of pedestal are fixed, upright supports hound and pedestal it
Between, it is sequentially distributed the filling mud pipe of more transverse directions from bottom to top in the leading flank of hound, constitutes parallel filling mud pipe group；More are prolonged
Stock docks successively constitutes extension rod group, and the front end of extension rod group is connect with the back end activity of the pedestal；In the pedestal
Front end is provided with taper heading end.
2. municipal drainage pipeline amount mud device according to claim 1, it is characterized in that：Constitute the parallel each filling mud for filling mud pipe group
Pipe is cylindrical tube or is rectangular tube, and the pedestal and extension rod are rectangular tube.
3. municipal drainage pipeline amount mud device according to claim 1, it is characterized in that：In the link position of extension rod and pedestal
Locate, or at the link position between adjacent extension rod, is provided with shaping mechanism.
4. municipal drainage pipeline amount mud device according to claim 3, it is characterized in that：The shaping mechanism is in link position
Sizing inner sleeve is arranged in the one end at place, and the other end is outer tube, on the inside of sizing inner sleeve matching suit and outer tube, and is connecting
The fastener for locking adjacent component is provided at position.
5. municipal drainage pipeline amount mud device according to claim 3, it is characterized in that：The shaping mechanism is in link position
Screw rod is arranged in the one end at place, and nut is arranged in the other end, and the two is threaded togather, and is provided at link position cylindrical
Positioning sleeve.
6. municipal drainage pipeline amount mud device according to claim 5, it is characterized in that：Two side setting in positioning sleeve
There is a positioning edge, while the side wall at the link position is provided with locating slot, the positioning edge matching of positioning sleeve is set in pair
In the locating slot answered.
7. municipal drainage pipeline amount mud device according to claim 1, it is characterized in that：Extension rod includes intermediate extension rod and end
Side pole connects, and dock successively by more extension rods and constitutes the rear end of extension rod group and connect with end bar, the setting at link position
There is shaping mechanism, handle is provided on the bar of end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810374498.6A CN108534640B (en) | 2018-04-24 | 2018-04-24 | Municipal drainage pipeline mud measuring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810374498.6A CN108534640B (en) | 2018-04-24 | 2018-04-24 | Municipal drainage pipeline mud measuring device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108534640A true CN108534640A (en) | 2018-09-14 |
| CN108534640B CN108534640B (en) | 2020-05-22 |
Family
ID=63478628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810374498.6A Expired - Fee Related CN108534640B (en) | 2018-04-24 | 2018-04-24 | Municipal drainage pipeline mud measuring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108534640B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4583293A (en) * | 1984-04-30 | 1986-04-22 | Smith Wanda L | Liquid level gauge and sampling device |
| US20070186963A1 (en) * | 2003-06-06 | 2007-08-16 | Harr Robert E | Drainage structure cleaning apparatus |
| CN203275122U (en) * | 2013-06-05 | 2013-11-06 | 烟台大学 | Horizontal shallow water bottom mud layering sampler |
| CN203432818U (en) * | 2013-08-09 | 2014-02-12 | 中国水产科学研究院南海水产研究所 | Underwater sediment sampler |
| CN203629892U (en) * | 2013-12-03 | 2014-06-04 | 常州市排水管理处 | Measurement sampling tool |
| CN106767295A (en) * | 2017-02-28 | 2017-05-31 | 中山市知科应用科技研究有限公司 | A kind of device for detecting municipal drainage pipeline thickness of deposits |
| CN106769179A (en) * | 2016-12-01 | 2017-05-31 | 北京建筑大学 | A kind of device for the collection of urban discharging pipeline deposit |
-
2018
- 2018-04-24 CN CN201810374498.6A patent/CN108534640B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4583293A (en) * | 1984-04-30 | 1986-04-22 | Smith Wanda L | Liquid level gauge and sampling device |
| US20070186963A1 (en) * | 2003-06-06 | 2007-08-16 | Harr Robert E | Drainage structure cleaning apparatus |
| CN203275122U (en) * | 2013-06-05 | 2013-11-06 | 烟台大学 | Horizontal shallow water bottom mud layering sampler |
| CN203432818U (en) * | 2013-08-09 | 2014-02-12 | 中国水产科学研究院南海水产研究所 | Underwater sediment sampler |
| CN203629892U (en) * | 2013-12-03 | 2014-06-04 | 常州市排水管理处 | Measurement sampling tool |
| CN106769179A (en) * | 2016-12-01 | 2017-05-31 | 北京建筑大学 | A kind of device for the collection of urban discharging pipeline deposit |
| CN106767295A (en) * | 2017-02-28 | 2017-05-31 | 中山市知科应用科技研究有限公司 | A kind of device for detecting municipal drainage pipeline thickness of deposits |
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| Publication number | Publication date |
|---|---|
| CN108534640B (en) | 2020-05-22 |
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| GR01 | Patent grant | ||
| 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: 20200522 Termination date: 20210424 |