CN201391337Y - Automatic drainage system of cable tunnel - Google Patents

Automatic drainage system of cable tunnel Download PDF

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Publication number
CN201391337Y
CN201391337Y CN200920020466U CN200920020466U CN201391337Y CN 201391337 Y CN201391337 Y CN 201391337Y CN 200920020466 U CN200920020466 U CN 200920020466U CN 200920020466 U CN200920020466 U CN 200920020466U CN 201391337 Y CN201391337 Y CN 201391337Y
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China
Prior art keywords
liquid level
cable tunnel
cable
drainage system
automatic drainage
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Expired - Fee Related
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CN200920020466U
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Chinese (zh)
Inventor
胡贵民
管友
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Individual
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Individual
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Priority to CN200920020466U priority Critical patent/CN201391337Y/en
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Publication of CN201391337Y publication Critical patent/CN201391337Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an automatic drainage system which comprises drainage equipment, a liquid level obtaining device and a controller; the drainage equipment is arranged in a cable well or a cable tunnel, and is used to extract the seeper in the cable tunnel; the liquid level obtaining device is used to obtain the liquid level data in the cable tunnel; the controller is used to compare the liquid level data with the set high liquid level and start the drainage equipment and compares the real-time liquid level data with the set low liquid level if the liquid level data is higher than the set high liquid level, and compare the real-time liquid level data with the set low liquid level and stop the drainage equipment if the real-time liquid level data is lower than the low liquid level. The utility model provides an automatic drainage system of a cable tunnel, which has low cost, and can timely and effectively solve the problem of seeper in a cable trench.

Description

Automatic drainage system for cable tunnel
(1) technical field
The utility model relates to a kind of automatic drain system, particularly, relates to a kind of system that is applied to the cable tunnel draining.
(2) background technology
Urban sewerage and drainage system links to each other because it is got along well with the cable tunnel in roadside in the cable tunnel of transformer station, seepage or the water that flows to can't be discharged, and form long-term ponding, and rainwater may be full of sewage season, even if the dry season, generally also there is the dark sewage of 1.5-1.8 rice the inside., the line fault or the inspection of line checks that the existence of sewage can influence workman's construction, therefore, has to the sewage emptying is constructed again because often needing to enter described cable tunnel.Often need quick maintenance for line fault, and the tens of at least sides of sewage in the cable trench, hundreds of side adds the time of calling drainage plant at most, has delayed the repair time greatly, may cause great economic loss thus.In addition, cable may cause puncture, to such an extent as to produce electric leakage in the medium-term and long-term insulating properties that can influence cable of soaking of water; On the other hand, in case cable leakage contains a large amount of electrolyte in the sewage, electric conductivity is very good, may damage formation.In addition, the cable tunnel directly leads to transformer station, and some transformer station's physical features is lower, is easy to cause backing up of sewage, and the operate as normal of transformer station can be subjected to very big influence.
(3) summary of the invention
Therefore, the utility model provides a kind of cost low at the problem that will solve ponding in the cable tunnel at present, can solve the automatic drainage system for cable tunnel of the problem of cable trench water collecting timely and effectively.
In order to realize goal of the invention of the present utility model, the technical solution adopted in the utility model is:
The utility model automatic drainage system for cable tunnel, it comprises:
Drainage plant is arranged in cable shaft or the cable tunnel, is used to extract the ponding in the cable tunnel;
The liquid level deriving means is used to obtain the liquid level data in the above-mentioned cable tunnel; And
Controller is used for according to said liquid level data and sets high liquid level comparing, and sets high liquid level if be higher than, and starts described drainage plant, and compares the real-time level data and set low liquid level, as if being lower than low liquid level, stops described drainage plant.
Above-mentioned automatic drainage system for cable tunnel, it further comprises human-computer interaction device, to be used for manually controlling described drainage plant.
Above-mentioned automatic drainage system for cable tunnel, described controller input terminal comprise that one is used for the input point of manual mode and automatic mode conversion.
Described human-computer interaction device is a touch-screen, also can set said high liquid level and low liquid level by this touch-screen.
Adopt fluid level transmitter for said liquid level deriving means.
Above-mentioned automatic drainage system for cable tunnel, the lifting pipe outlet of described drainage plant is positioned at the sink hole adjacent with described cable shaft.
Above-mentioned automatic drainage system for cable tunnel, it comprises that further one is positioned at the electrical control cabinet on ground, described drainage plant top, described lifting pipe is positioned at below the face of land.
Described cable tunnel is provided with a groove that is lower than its bottom surface, and the water inlet pipe of described drainage plant is positioned at this groove.
Above-mentioned automatic drainage system for cable tunnel, it further comprises the leakage detector of a device on cable, its signal is reported to the police by a warning device that is connected to controller output end after described controller is handled.
Above-mentioned automatic drainage system for cable tunnel, described dewatering installation is provided with the overcurrent no-voltage protection device, and hot overload protection device.
According to the technical solution of the utility model as can be known, owing to adopted special drainage system, make that the cable tunnel seeping phenomenon is solved.So, consider energy consumption, this programme employing liquid level deriving means comes the liquid level in the detection streamer tunnel, when liquid level is higher than the high liquid level of setting, just start drainage system, when liquid level was lower than described high liquid level at ordinary times, drainage system was in holding state, simple liquid level deriving means, no matter be the liquid level sensor of using always, still emerging fluid level transmitter, power consumption all seldom, less energy intensive when just whole system is in the real-time monitor state of high liquid level.But then, if cable breaks down or needs to call under the maintenance situation that pumping equipment draws water is not only the energy consumption aspect temporarily, the situation that also has the social benefit aspect to be subjected to greatly influence is compared, and the social benefit of this programme is better.
In addition, as saying in the background technology, as long as effectively got rid of the ponding in the cable tunnel, will reduce the dangerous and possible personnel's injury of electric leakage of cable, society and economic benefit are ensured.
(4) description of drawings
Below in conjunction with Figure of description the technical solution of the utility model is further described, wherein:
Fig. 1 is provided with figure for the structure of the utility model embodiment automatic drainage system for cable tunnel.
Fig. 2 is the circuit block diagram of the utility model embodiment.
Fig. 3 is the electrical schematic diagram of the utility model embodiment.
Among the figure: 1, cable shaft, 2, electric control cabinet, 3, lifting pipe, 4, sink hole, 5, drainage plant, 6, the cable tunnel.
(5) specific embodiment
With reference to explanation accompanying drawing 1 to 3, the present embodiment automatic drainage system for cable tunnel, it comprises:
Drainage plant 5 is arranged in cable shaft 1 or the cable tunnel 6, is used to extract the ponding in the cable tunnel;
The liquid level deriving means is used to obtain the liquid level data in the above-mentioned cable tunnel; And
Controller is used for according to said liquid level data and sets high liquid level comparing, and sets high liquid level if be higher than, and starts described drainage plant, and compares the real-time level data and set low liquid level, as if being lower than low liquid level, stops described drainage plant.
It further comprises human-computer interaction device, being used for manually controlling described drainage plant, sets high liquid level though consider mainly here that sewage level in the cable tunnel is not higher than, but might influence the cable maintenance, so, manual control is set, be convenient to above-mentioned situation is handled.
Further, described controller input terminal comprises that one is used for the input point of manual mode and automatic mode conversion, and in the manual pumping process, after the conversion, controller is skipped all tails, is converted to full manual state like this, and manually control is not limited by liquid level.Manual pumping noted earlier, if be not transformed into manual mode, can be subjected to setting end liquid level restriction, consider in view of the above, in order to obtain to overhaul preferably convenience, described cable tunnel is provided with a groove that is lower than its bottom surface, the water inlet pipe of described drainage plant is positioned at this groove, and said groove is used for the sewage in the enrichment cable tunnel, thereby, both be convenient to be provided with low liquid level, also be convenient to the sewage in the emptying cable tunnel as far as possible.Certainly, further, the water channel that can also be communicated with described groove along the cable tunnel setting, this channel width only is used for enrichment sewage less than cable size, better the sewage in the emptying cable tunnel.
Described human-computer interaction device is a touch-screen, also can set said high liquid level and low liquid level by this touch-screen.Certainly, said human-computer interaction device also can adopt common relay contact equipment, and the needed control point of native system is fewer, and system is compact comparatively speaking, no matter adopts touch-screen also to be based on the regulator cubicle of relay contact, and body can be very not big.Here use touch-screen, be convenient to import a few thing parameter, be convenient to systematic parameter and set.
Described liquid level deriving means adopts fluid level transmitter, and fluid level transmitter is an integrated device of integrating liquid level sensor and treatment circuit thereof, is convenient to be connected with existing controller.Certainly, those skilled in the art knows that controller is to produce the instrument or the complete sets of equipment of control information by predetermined purpose, comprises PLC, single-chip microcomputer, Industrial Control Computer, and based on the fewer characteristics in native system control point, above-mentioned controller all can use.
Road and bridge, the technician of industry knew, the common close together of cable shaft and sink hole, and therefore, lifting pipe 3 outlets of described drainage plant are positioned at the sink hole 4 adjacent with described cable shaft, both have been convenient to pipe, also are convenient to directly sewage be entered in the foul sewer system.
It comprises that further one is positioned at the electrical control cabinet 2 on ground, described drainage plant top, is convenient to the parameter and the control of personnel setting native system.In order not influence the appearance of the city, described lifting pipe is positioned at below the face of land.
This scheme further comprises the leakage detector of a device on cable, its signal is reported to the police by a warning device that is connected to controller output end after described controller is handled, thereby, when cable leakage, can in time report to the police, prevent generation personnel injury and power delivery loss.
Described dewatering installation is provided with the overcurrent no-voltage protection device, and hot overload protection device, and a pair of dewatering installation is protected.

Claims (5)

1. automatic drainage system for cable tunnel is characterized in that it comprises:
Drainage plant (5) is arranged in cable shaft (1) or cable tunnel (6), is used to extract the ponding in the cable tunnel;
The liquid level deriving means is used to obtain the liquid level data in the above-mentioned cable tunnel; And
Controller is used for according to said liquid level data and sets high liquid level comparing, and sets high liquid level if be higher than, and starts described drainage plant, and compares the real-time level data and set and hang down liquid level relatively, if be lower than low liquid level, stops described drainage plant.
2. automatic drainage system for cable tunnel according to claim 1, it further comprises human-computer interaction device, to be used for manually controlling described drainage plant.
3. automatic drainage system for cable tunnel according to claim 2 is characterized in that: described controller input terminal comprises that one is used for the point of manual mode and automatic mode conversion.
4. automatic drainage system for cable tunnel according to claim 2 is characterized in that: described human-computer interaction device is a touch-screen, also can set said high liquid level and low liquid level by this touch-screen.
5. automatic drainage system for cable tunnel according to claim 1 is characterized in that: described liquid level deriving means is a fluid level transmitter.
CN200920020466U 2009-04-07 2009-04-07 Automatic drainage system of cable tunnel Expired - Fee Related CN201391337Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200920020466U CN201391337Y (en) 2009-04-07 2009-04-07 Automatic drainage system of cable tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200920020466U CN201391337Y (en) 2009-04-07 2009-04-07 Automatic drainage system of cable tunnel

Publications (1)

Publication Number Publication Date
CN201391337Y true CN201391337Y (en) 2010-01-27

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CN200920020466U Expired - Fee Related CN201391337Y (en) 2009-04-07 2009-04-07 Automatic drainage system of cable tunnel

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103161217A (en) * 2011-12-16 2013-06-19 山东科技大学 Device capable of preventing strong and weak electric well from storing water
CN103557903A (en) * 2013-11-25 2014-02-05 国家电网公司 Cable trench water level detection and alarm device for power transformer substation
CN103821525A (en) * 2014-03-10 2014-05-28 山西太钢不锈钢股份有限公司 Cable tunnel rapid construction method in high water level geological condition
CN105736047A (en) * 2016-04-21 2016-07-06 安徽意力电缆有限公司 Drainage system for cable tunnel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103161217A (en) * 2011-12-16 2013-06-19 山东科技大学 Device capable of preventing strong and weak electric well from storing water
CN103557903A (en) * 2013-11-25 2014-02-05 国家电网公司 Cable trench water level detection and alarm device for power transformer substation
CN103821525A (en) * 2014-03-10 2014-05-28 山西太钢不锈钢股份有限公司 Cable tunnel rapid construction method in high water level geological condition
CN103821525B (en) * 2014-03-10 2015-10-28 山西太钢不锈钢股份有限公司 Cable tunnel rapid constructing method under high water level geological conditions
CN105736047A (en) * 2016-04-21 2016-07-06 安徽意力电缆有限公司 Drainage system for cable tunnel

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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: 20100127

Termination date: 20110407