CN105239617A - Peristaltic type cable tunnel cleaning device - Google Patents
Peristaltic type cable tunnel cleaning device Download PDFInfo
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- CN105239617A CN105239617A CN201510721938.7A CN201510721938A CN105239617A CN 105239617 A CN105239617 A CN 105239617A CN 201510721938 A CN201510721938 A CN 201510721938A CN 105239617 A CN105239617 A CN 105239617A
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- hard
- water
- tube
- soft mud
- type cable
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Abstract
The invention discloses a peristaltic type cable tunnel cleaning device and relates to the technical field of cable laying construction tools. The peristaltic type cable tunnel cleaning device comprises a conveying device, a water spraying device, a hard flared pipe, a soft mud pipe and a water pump. A conical water spraying hood is arranged at the top end of the water spraying device. A cavity is formed in the conical water spraying hood. A lower end sealing base plate of the hard flared pipe and a top end sealing base plate of the soft mud pipe are connected with the help of four circulating pipes. A transmission device is located among the four circulating pipes and comprises an electric push rod and an electric chuck. The side wall of the electric chuck is evenly provided with at least three jack catches in the circumferential direction. An arc-shaped top plate is installed at the tail end of each jack catch. The output end of the electric push rod is connected with the bottom of the electric chuck. The lower end of the electric push rod is installed on the top end sealing base plate of the soft mud pipe. The peristaltic type cable tunnel cleaning device is high in soil cleaning efficiency, small in work resistance, small in water consumption amount and thorough in cleaning.
Description
Technical field
The present invention relates to cable laying construction technical field of tools.
Background technology
Traditional pipe installation mode is the way adopting hand digging, and pipeline is imbedded underground.Such pipeline installation, efficiency is low, serious to earth's surface vegetation deterioration.Also have a kind of construction machinery of non-excavation type, place near the steps machinery respectively digs a larger square hole, and machine is placed in the hole of one end, first make a call to a hole with puncher, then carry out reaming with it, this laying machinery is laid apart from limited, construct loaded down with trivial details, inefficiency.
Trenchless technology refers to the laying when groove is not excavated on ground, repairs and change the construction technology of underground pipeline and cable.Because it has the advantages such as speed of application is fast, little to ground interference, integrated cost is low, safety is good, be applied to more and more in recent years in the construction of town road.At present, in non-excavating construction equipment, there is another kind of drilling apparatus, it utilizes flexible axle or interior centrally-mounted driving directly to get into the cave, compact, when creeping into, whole device enters tunnel inside, can realize nonlinear tunnel and excavate, because its power all concentrates on drill bit, so after having got into the cave, hack is still stayed in hole, needs water filling or intubate to be discharged by hack, because hack is more, the resistance causing spoil disposal to be starched is larger, water supply volume is also comparatively large, and the engineering time is long, does not have the special clear native device for the design of remodeling drilling apparatus at present.
Summary of the invention
Technical problem to be solved by this invention is the technical deficiency for above-mentioned existence, provides a kind of creeping motion type cable tunnel cleaning plant, and its clear native efficiency is high, working resistance is little, and water consumption is little, cleans out.
The technical solution used in the present invention is: provide a kind of creeping motion type cable tunnel cleaning plant, comprise conveyer, water injector, hard flared tube, soft mud tube, water pump;
The top of described water injector is taper watering cover, and taper watering cover inside is provided with cavity; Taper watering cover bottom surface, lower end is evenly connected with the jet pipe with cavity conducting at circumferencial direction; The lower end of water injector is two of the cavity conducting of the covering A hard water pipes arranged in inverted V-shaped of sprinkling water with taper;
Hard flared tube inwall is provided with at least two A vibration motors; The lower end hermetic sealing substrate of hard flared tube is connected conducting with the end sealing substrate of soft mud tube by four circulation pipes, two A hard water pipes are communicated with two circulation pipes at diagonal angle respectively, the lower end of these two circulation pipes respectively with the B hard cross current of two V-shaped settings; The lower end of two B hard water pipes all with water injection pipe conducting; Water injection pipe is communicated with water delivery side of pump through soft mud tube;
Described conveyer is between four circulation pipes, and conveyer comprises electric pushrod, electric chuck; The sidewall of electric chuck is evenly distributed with at least three claws in a circumferential direction; The end of each claw is all provided with a curved roof; The output of electric pushrod is connected with bottom electric chuck; The lower end of electric pushrod is arranged on the end sealing substrate of soft mud tube.
Further optimization the technical program, the soft mud tube of creeping motion type cable tunnel cleaning plant is evenly provided with B vibration motor in the longitudinal direction.
Further optimization the technical program, the top end opening place of the hard flared tube of creeping motion type cable tunnel cleaning plant is provided with rubber seal ring; Rubber seal ring is hollow inflatable structure.
Further optimization the technical program, the hard flared tube of creeping motion type cable tunnel cleaning plant and the inwall of soft mud tube are coated with polytetrafluorethylecoatings coatings.
The invention has the beneficial effects as follows:
1, conveyer and water injector is utilized to provide for device is overall the thrust pointing to tunnel depths in the technical program.Curved roof can outwards promote after starting by electric chuck, final curved roof withstands on the inwall of tunnel, then previous thrust is provided by electric pushrod for device is overall, hack in the High-Pressure Water directive hard flared tube of water injector ejection, be mud by hack impingement mix in hard flared tube, final mud is discharged in soft mud tube.The effect of such generation is: the thrust that conveyer and water injector provide can reduce the thrust sending into hard flared tube and soft mud tube, contributes to device entirety by longer tunnel.In addition, the High-Pressure Water of water injector injection acts directly in hard flared tube, instead of be injected on the inwall of tunnel or the hack of hard flared tube outside, the hack of device front portion can not be had influence on, ensure that the drying of cone-type spiral transmission sheet position, the utilization rate of current is high, tunnel more can not be caused to cave in, A vibration motor in hard flared tube can make hack and hard flared tube tube wall remain the bump clearance, reduce the frictional force that hack enters, the resonance also by jet pipe prevents blocking.
2, in the technical program, utilization is positioned at soft mud tube B vibration motor and can prevents mud from blocking and deposition.
3, in the technical program, rubber seal ring is pneumatic structure, and it can adapt to the tunnel diameter of different size, can play waterproof action, prevents current along the gap leakage of soft mud tube and tunnel inwall.
4, polytetrafluoroethylmaterial material is called as the king of plastics, and it has extremely strong not viscosity and lubricity, can reduce mud wall built-up and deposition.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the decomposing schematic representation of Fig. 1.
In figure, 1, hard flared tube; 2, soft mud tube; 3, water pump; 4, taper watering cover; 5, jet pipe; 6, A hard water pipe; 7, A vibration motor; 8, lower end hermetic sealing substrate; 9, circulation pipe; 10, B hard water pipe; 11, water injection pipe; 12, electric pushrod; 13, electric chuck; 14, claw; 15, curved roof; 16, B vibration motor; 17, rubber seal ring; 18, end sealing substrate; 19, bracing frame.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
As shown in Figure 1-2, creeping motion type cable tunnel cleaning plant, comprises conveyer, water injector, hard flared tube 1, soft mud tube 2, water pump 3; The top of water injector is taper watering cover 1, and taper watering cover 1 inside is provided with cavity; Taper watering bottom surface, cover 4 lower end is evenly connected with the jet pipe 5 with cavity conducting at circumferencial direction; The lower end of water injector is two of the cavity conducting A hard water pipes 6 arranged in inverted V-shaped of cover 4 of sprinkling water with taper; Hard flared tube 1 inwall is provided with at least two A vibration motors 7; The lower end hermetic sealing substrate 8 of hard flared tube 1 is connected conducting with the end sealing substrate 18 of soft mud tube 2 by four circulation pipes 9, two A hard water pipes 6 are communicated with two circulation pipes 9 at diagonal angle respectively, and the lower end of these two circulation pipes 9 is communicated with the B hard water pipe 10 of two V-shaped settings respectively; The lower end of two B hard water pipes 10 all with water injection pipe 11 conducting; Water injection pipe 11 is communicated with the output of water pump 3 through soft mud tube 2; Conveyer is between four circulation pipes 9, and conveyer comprises electric pushrod 12, electric chuck 13; The sidewall of electric chuck 13 is evenly distributed with at least three claws 14 in a circumferential direction; The end of each claw 14 is all provided with a curved roof 15; The output of electric pushrod 12 is connected with bottom electric chuck 13; The lower end of electric pushrod 12 is arranged on the end sealing substrate 18 of soft mud tube 2; Soft mud tube 2 is evenly provided with B vibration motor 16 in the longitudinal direction; The top end opening place of hard flared tube 1 is provided with rubber seal ring 17; Rubber seal ring 17 is hollow inflatable structure; The inwall of hard flared tube 1 and soft mud tube 2 is coated with polytetrafluorethylecoatings coatings.
The present embodiment in use, first measures the internal diameter of tunnel, the hack of distance tunnel mouth 50cm all should be taken out with instrument, then divide different depth repetitive measurement tunnel internal diameter, get the average of internal diameter after removing maximum value after minimum value during measurement.Then sealing-plug 12 is opened, inflation or exhaust in rubber seal ring 20, make the external diameter of rubber seal ring 20 be greater than above-mentioned average 0.5cm to 1cm, current can either be ensured so not in a large number along soft mud tube 2 and the gap leakage of tunnel inwall, can running resistance be reduced again.
After adjusting rubber seal ring 20, device entirety is placed in tunnel and (removes the 50cm degree of depth after hack), then excavate water collecting sump at tunnel mouth place, in water collecting sump, put into the suction pump of outside draining.
After carrying out above-mentioned preparation, be connected by the input of water pump 3 and open with water source, electric chuck 13, electric pushrod 12, A vibration motor 7 and B vibration motor 16 all switch on power.Hold soft mud tube 2, then send into soft mud tube 2 to tunnel depths.Now, the current of water pump 3 are finally sprayed by water injection pipe 11, B hard water pipe 10, circulation pipe 9, A hard water pipe 6, taper watering cover 4 successively in stream pipe 10 in hard flared tube 1; Be sent to by hack in hard flared tube 1, under the effect of current and hack, hack mixes with current and flows out outside tunnel in soft mud tube 1 in mud, enters in the water collecting sump that excavates in advance.
Electric pushrod 12 in the present embodiment and electric chuck 13 are jointly controlled by external circuit, state of the stretching out correspondence of the corresponding electric chuck 13 of state of stretching out of electric pushrod 12, the retracted mode of the corresponding electric chuck 13 of recovery state of electric pushrod 12.Like this when curved roof 15 holds out against tunnel inwall, electric pushrod 12 advances with regard to thrust unit entirety, and when curved roof 15 bounces back, electric pushrod 12 resets, and above-mentioned action is back and forth carried out, then device integral macroscopic shows as to wriggle and advances or pulse advance.
Hack and hard flared tube 1 contact, the vibrations due to A vibration motor 7 make both produce vibrations gap, and mud and soft mud tube 2 also because B vibration motor 16 produces stirring effect, can prevent accumulation of mud.
When device entirety is exposed from its other end through tunnel, illustrate that the hack of tunnel has become mud and discharged, now device entirety can be extracted out.
Claims (4)
1. a creeping motion type cable tunnel cleaning plant, is characterized in that: comprise conveyer, water injector, hard flared tube (1), soft mud tube (2), water pump (3);
The top of described water injector is taper watering cover (1), and taper watering cover (1) inside is provided with cavity; Taper watering cover (4) bottom surface, lower end is evenly connected with and the jet pipe of cavity conducting (5) at circumferencial direction; The lower end of water injector is two of the cavity conducting of covering (4) the A hard water pipes (6) arranged in inverted V-shaped of sprinkling water with taper;
Hard flared tube (1) inwall is provided with at least two A vibration motors (7); The lower end hermetic sealing substrate (8) of hard flared tube (1) is connected conducting with the end sealing substrate (18) of soft mud tube (2) by four circulation pipes (9), two A hard water pipes (6) are communicated with two circulation pipes (9) at diagonal angle respectively, and the lower end of these two circulation pipes (9) is communicated with the B hard water pipe (10) of two V-shaped settings respectively; The lower end of two B hard water pipes (10) all with water injection pipe (11) conducting; Water injection pipe (11) is communicated with through the output of soft mud tube (2) with water pump (3);
Described conveyer is positioned between four circulation pipes (9), and conveyer comprises electric pushrod (12), electric chuck (13); The sidewall of electric chuck (13) is evenly distributed with at least three claws (14) in a circumferential direction; The end of each claw (14) is all provided with a curved roof (15); The output of electric pushrod (12) is connected with electric chuck (13) bottom; The lower end of electric pushrod (12) is arranged on the end sealing substrate (18) of soft mud tube (2).
2. creeping motion type cable tunnel cleaning plant according to claim 1, is characterized in that: soft mud tube (2) is evenly provided with B vibration motor (16) in the longitudinal direction.
3. creeping motion type cable tunnel cleaning plant according to claim 2, is characterized in that: the top end opening place of hard flared tube (1) is provided with rubber seal ring (17); Rubber seal ring (17) is hollow inflatable structure.
4. creeping motion type cable tunnel cleaning plant according to claim 3, is characterized in that: the inwall of hard flared tube (1) and soft mud tube (2) is coated with polytetrafluorethylecoatings coatings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510721938.7A CN105239617B (en) | 2015-10-30 | 2015-10-30 | Creeping motion type cable tunnel cleaning plant |
Applications Claiming Priority (1)
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CN201510721938.7A CN105239617B (en) | 2015-10-30 | 2015-10-30 | Creeping motion type cable tunnel cleaning plant |
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CN105239617A true CN105239617A (en) | 2016-01-13 |
CN105239617B CN105239617B (en) | 2017-09-12 |
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CN201510721938.7A Expired - Fee Related CN105239617B (en) | 2015-10-30 | 2015-10-30 | Creeping motion type cable tunnel cleaning plant |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113521549A (en) * | 2021-06-15 | 2021-10-22 | 吴修宝 | Clinical infant jaundice treatment equipment and matched pollution discharge cleaning device thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02157330A (en) * | 1988-12-09 | 1990-06-18 | Ube Ind Ltd | Dredging device |
CN2602059Y (en) * | 2003-03-04 | 2004-02-04 | 吴德万 | Steel wire plastic flexible pipe automatic mud absorber |
JP2005213741A (en) * | 2004-01-27 | 2005-08-11 | Taisei Corp | Sediment collecting apparatus |
CN101672049A (en) * | 2009-09-25 | 2010-03-17 | 水利部交通部电力工业部南京水利科学研究院 | Integrated silt loosening and sucking device for removing silt |
-
2015
- 2015-10-30 CN CN201510721938.7A patent/CN105239617B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02157330A (en) * | 1988-12-09 | 1990-06-18 | Ube Ind Ltd | Dredging device |
CN2602059Y (en) * | 2003-03-04 | 2004-02-04 | 吴德万 | Steel wire plastic flexible pipe automatic mud absorber |
JP2005213741A (en) * | 2004-01-27 | 2005-08-11 | Taisei Corp | Sediment collecting apparatus |
CN101672049A (en) * | 2009-09-25 | 2010-03-17 | 水利部交通部电力工业部南京水利科学研究院 | Integrated silt loosening and sucking device for removing silt |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113521549A (en) * | 2021-06-15 | 2021-10-22 | 吴修宝 | Clinical infant jaundice treatment equipment and matched pollution discharge cleaning device thereof |
CN113521549B (en) * | 2021-06-15 | 2024-03-29 | 西安交通大学医学院第一附属医院 | Clinical infant jaundice treatment facility |
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