CN112875557A - Steel wire rope erecting method for surveying underground pipe culvert - Google Patents

Steel wire rope erecting method for surveying underground pipe culvert Download PDF

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Publication number
CN112875557A
CN112875557A CN202110207980.2A CN202110207980A CN112875557A CN 112875557 A CN112875557 A CN 112875557A CN 202110207980 A CN202110207980 A CN 202110207980A CN 112875557 A CN112875557 A CN 112875557A
Authority
CN
China
Prior art keywords
steel cable
wire rope
steel wire
pipe culvert
port
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.)
Pending
Application number
CN202110207980.2A
Other languages
Chinese (zh)
Inventor
王小兵
焦健
陈卫东
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Northwest Engineering Corp Ltd
Original Assignee
PowerChina Northwest Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PowerChina Northwest Engineering Corp Ltd filed Critical PowerChina Northwest Engineering Corp Ltd
Priority to CN202110207980.2A priority Critical patent/CN112875557A/en
Publication of CN112875557A publication Critical patent/CN112875557A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66DCAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
    • B66D1/00Rope, cable, or chain winding mechanisms; Capstans
    • B66D1/60Rope, cable, or chain winding mechanisms; Capstans adapted for special purposes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66DCAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
    • B66D1/00Rope, cable, or chain winding mechanisms; Capstans
    • B66D1/28Other constructional details
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66DCAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
    • B66D1/00Rope, cable, or chain winding mechanisms; Capstans
    • B66D1/28Other constructional details
    • B66D1/40Control devices
    • B66D1/48Control devices automatic
    • B66D1/50Control devices automatic for maintaining predetermined rope, cable, or chain tension, e.g. in ropes or cables for towing craft, in chains for anchors; Warping or mooring winch-cable tension control
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/26Pigs or moles, i.e. devices movable in a pipe or conduit with or without self-contained propulsion means
    • F16L55/28Constructional aspects
    • F16L55/30Constructional aspects of the propulsion means, e.g. towed by cables
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V9/00Prospecting or detecting by methods not provided for in groups G01V1/00 - G01V8/00
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L2101/00Uses or applications of pigs or moles
    • F16L2101/50Pulling cables or the like

Abstract

The invention discloses a steel wire rope erection method for surveying underground pipe culverts, which comprises the steps of firstly selecting a survey pipe culvert, and determining a lowering end and a recovery end of a detection device; fixing one end of the steel cable to the lowering port; then lowering the steel cable at the lowering port, and fishing the steel cable when the steel cable reaches the recovery port; tightening and fixing the steel cable at the recovery port, and finishing erection; the method for erecting the steel wire rope provides a safe and convenient control platform for the descending, the working operation and the recovery of the water environment or dry pipe environment exploration underground pipe culvert detection equipment, such as a detection instrument, photographic equipment, scanning equipment and the like, and is convenient for utilizing different detection equipment to survey underground pipe culverts in various environments.

Description

Steel wire rope erecting method for surveying underground pipe culvert
Technical Field
The invention belongs to the technical field of mechanical engineering, and relates to a steel wire rope erecting method for surveying an underground pipe culvert.
Background
With the continuous enhancement of the urbanization aggregation effect and the perfection of infrastructure in China, the underground pipe culvert is damaged to a certain extent under the influence of the municipal engineering in aspects of construction environment, technology, management and the like, and the potential hazards and the quality evaluation work of the pipe culvert are completed by carrying out on-site survey on the underground pipe culvert are particularly important. At present, a wireless remote control four-wheel drive small pipe culvert exploration robot STIR is provided, the three-dimensional exploration work of internal states such as water conservancy water delivery culverts, oil pipelines and underground cable pipelines is realized, but the pipe culvert exploration robot cannot have the functions of various detection equipment, and has certain limitation in the detection of the water environment underground pipe culvert.
Disclosure of Invention
The invention aims to provide a steel wire rope erecting method for surveying an underground pipe culvert, and solves the problem that a pipe culvert exploring robot cannot be provided with various detecting devices.
The invention adopts the technical scheme that a steel wire rope erection method for surveying an underground pipe culvert is implemented according to the following steps:
step 1, selecting a survey pipe culvert, and determining a lowering end and a recovery end of a detection device;
step 2, fixing one end of the steel cable at the lowering port;
3, lowering the steel cable at the lowering port, and fishing the steel cable when the steel cable reaches the recovery port;
and 4, tightening and fixing the steel cable at the recovery port, and completing erection.
The invention is also characterized in that:
wherein the steel cable is fixed at the lowering port through a steel cable winch, one end of the steel cable is fixed on the steel cable winch, and the other end of the steel cable extends into the pipe culvert;
a hoisting force-holding platform is arranged between the steel cable winch and the lowering port in the step 2 and used for tightening the steel cable;
the end opening of the step 2 is also provided with a steering wheel sliding group clamping piece, and the steel cable passes through a pulley to be released;
wherein the process of lowering the steel cable in the step 3 specifically comprises the following steps: lowering the steel cable through a driving device, fixing one end of the steel cable on the driving device, driving the steel cable to run in the pipe culvert through the driving device, and fishing the steel cable when the steel cable reaches a recovery port;
wherein the front end of the driving device is also provided with a pipe culvert sensor for avoiding obstacles;
the flexible nylon rope is connected with the steel cable through the connecting ring, and when the driving device reaches the recovery port, the fishing hook is used for hooking the connecting ring to salvage the steel cable;
the driving device is driven by a remote control ship under the condition that water exists in the pipe culvert;
under the condition that no water exists in the pipe culvert, the pipe culvert is driven by adopting a driving mode of an unmanned aerial vehicle, a remote control trolley or a robot;
wherein the fixing process in the step 4 specifically comprises the following steps:
the recovery port is also provided with the steel cable hoist, after the steel cable is salvaged, utilizes the steel cable hoist to tighten up, and recovery port department also is provided with the smooth group fastener of directive wheel for the direction, with transfer the smooth group fastener of directive wheel of port and correspond, recovery port and steel cable hoist still are provided with the hoist and hold the power platform, and the steel cable passes smooth group fastener of wheel then holds power platform and steel cable hoist fixed connection through the hoist, and the steel cable hoist begins work, tightens up the steel cable, surveys the platform and erects the completion.
The invention has the beneficial effects that:
the invention provides a safe and convenient control platform for the lowering, the working operation and the recovery of underground pipe culvert detection equipment in various environments, such as a detector, photographic equipment, scanning equipment and the like, by using the steel wire rope erection method, the operation is stable and reliable, the cost performance is high, the survey requirements are met, and powerful means is provided for various environment surveys of different detection equipment.
Drawings
Fig. 1 is an architectural view of a wire rope erection method for surveying an underground pipe culvert according to the present invention;
FIG. 2 is an enlarged partial view of the lowering end of a method of erecting a wire rope for use in surveying underground pipe culverts of the present invention;
FIG. 3 is a schematic diagram of the erection process in a wire rope erection method for surveying underground pipe culverts according to the present invention;
fig. 4 is a diagram showing the effect of the completion of the erection in the steel wire rope erection method for surveying the underground pipe culvert according to the present invention;
fig. 5 is a structural view when a long straight pipe culvert is erected in a wire rope erecting method for surveying an underground pipe culvert according to the present invention.
In the figure, 1, a steel cable winch, 2, a pipe culvert sensor, 3, a winch holding force platform, 4, a steel cable, 5, a ship body remote controller, 6, a steering wheel sliding group clamping piece, 7, a fishing hook, 8, a connecting ring, 9, a flexible nylon rope and 10 are detection equipment.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
The invention provides a steel wire rope erection method for surveying an underground pipe culvert, which is implemented by the following steps:
step 1, selecting a survey pipe culvert, and determining a lowering end and a recovery end of a detection device;
step 2, as shown in fig. 1, fixing one end of the steel cable 4 at the lowering port; the steel cable 4 is fixed on the lowering port through the steel cable winding machine 1, one end of the steel cable 4 is fixed on the steel cable winding machine 1, the other end of the steel cable 4 extends into the pipe culvert, a winding holding force platform 3 is further arranged between the steel cable winding machine 1 and the lowering port and used for tightening the steel cable 4, a steering wheel slide group clamping piece 6 is further arranged at the lowering port, and the steel cable 4 passes through the wheel slide to be lowered;
3, lowering the steel cable 4 at the lowering port, and fishing the steel cable 4 when the steel cable 4 reaches the recovery port;
lowering a steel cable 4 through a driving device, fixing one end of the steel cable 4 on the driving device, then driving the steel cable 4 to travel in a pipe culvert by the driving device, fishing the steel cable 4 when the steel cable is recovered to a recovery port, arranging a pipe culvert sensor 2 at the front end of the driving device, and arranging a receiver of the pipe culvert sensor 2 on the ground correspondingly for obstacle avoidance and positioning; a flexible nylon rope 9 is further arranged at the connection position of the driving device and the steel cable 4, the flexible nylon rope 9 is connected with the steel cable 4 through a connecting ring 8, and when the driving device reaches the recovery port, the connecting ring 8 is hooked by the fishing hook 7 to fish the steel cable 4;
the driving device is used for driving by selecting a remote control ship under the condition that water exists in the pipe culvert;
under the condition that no water exists in the pipe culvert, the pipe culvert is driven by adopting a driving mode of an unmanned aerial vehicle, a remote control trolley or a robot;
step 4, tightening and fixing the steel cable 4 at the recovery port: the recovery port also is provided with steel cable hoist 1, salvages when steel cable 4 after, utilizes steel cable hoist 1 to tighten up, and recovery port department also is provided with directive wheel sliding group fastener 6 for the direction, corresponds with the directive wheel sliding group fastener 6 of transferring the port, the recovery port still is provided with the hoist with steel cable hoist 1 and holds power platform 3, and steel cable 4 passes the sliding group fastener then holds power platform 3 and steel cable hoist 1 fixed connection through the hoist, and steel cable hoist 1 begins work, tightens up steel cable 4, and as shown in fig. 4 and fig. 2, survey the platform and erect and accomplish, then detection equipment 10 surveys the pipe culvert work through the platform that erects.
The invention relates to a steel wire rope erection method for surveying underground pipe culvert, which is characterized in that a remote control ship carrying a flexible nylon rope 9 enters the pipe culvert from a lowering port under the condition that the pipe culvert has water, as shown in figure 3, the ship floats to an equipment recovery port by a ship body remote controller 5, the nylon rope is salvaged to the ground by utilizing a salvage hook 7, and if the water has flow rate, the ship body can be directly replaced by inflatable objects such as tires and the like to freely float to the recovery port for salvage; under the condition of full water, suspended matters can be adopted to float freely to a recovery port according to water flow for fishing.
Wherein: the steel cable hoist 1 is fixed in the both ends of planning to survey the pipe culvert for 4 line traction of steel cable receive and release, work such as tensioning, the smooth group fastener 6 of directive wheel is used for the direction of steel cable 4, and flexible nylon rope 9 is used for the traction before 4 fixed tensionings of steel cable, and steel cable 4 after the tensioning is used for the 10 work platforms of detection equipment, salvages to collude the safety recovery who is used for detection equipment 10.
As shown in fig. 5, when the test pipe culvert is a long straight pipe culvert, it needs to be erected at one time, and similarly, in the forward process of the driving device, a plurality of ports are uniformly arranged in the middle of the long straight pipe culvert, and when the driving device sequentially moves to each port, the steel cable is fished and fixed, so that the erection of the long straight pipe culvert is completed.

Claims (9)

1. A steel wire rope erection method for surveying underground pipe culverts is characterized by comprising the following steps:
step 1, selecting a survey pipe culvert, and determining a lowering end and a recovery end of a detection device (10);
step 2, fixing one end of a steel cable (4) at the lowering port;
step 3, lowering the steel cable (4) at the lowering port, and fishing the steel cable (4) when the steel cable (4) reaches the recovery port;
and 4, tightening and fixing the steel cable (4) at the recovery port, and completing erection.
2. The method for erecting a steel wire rope for surveying an underground pipe culvert according to claim 1, wherein in the step 2, the steel wire rope (4) is fixed to the lowering port through a steel wire rope hoist (1), one end of the steel wire rope (4) is fixed to the steel wire rope hoist (1), and the other end of the steel wire rope (4) extends into the pipe culvert.
3. The method for erecting a steel wire rope for surveying an underground pipe culvert according to claim 2, wherein a hoisting holding force platform for tightening the steel wire rope (4) is further provided between the steel wire rope hoist (1) and the lowering port in the step 2.
4. The method for erecting the steel wire rope for surveying the underground pipe culvert according to the claim 1, wherein a turning pulley block (6) is further arranged at the lowering port in the step 2, and the steel wire rope (4) is lowered through a pulley.
5. The method for erecting a steel cable used for surveying underground pipe culverts according to claim 1, wherein the lowering of the steel cable (4) in the step 3 is specifically: transfer steel cable (4) through drive arrangement, on steel cable (4) one end was fixed in drive arrangement, then drive arrangement drove steel cable (4) and walked in the culvert, salvage steel cable (4) when retrieving the port.
6. A method for erecting a steel wire rope for surveying underground pipe culvert according to claim 5, characterized in that a pipe culvert sensor (2) is further provided at the front end of the driving device for obstacle avoidance.
7. A method for erecting a steel wire rope for surveying underground pipe culverts according to claim 5, wherein a flexible nylon rope is further arranged at the connection position of the driving device and the steel cable (4), the flexible nylon rope (9) is connected with the steel cable (4) through a connecting ring (8), and when the driving device is connected to the recovery port, the steel cable (4) is fished by hooking the connecting ring through a fishing hook (7).
8. The method of claim 5, wherein the driving device is driven by a remote control ship in the presence of water in the pipe culvert;
under the condition that no water exists in the pipe culvert, the pipe culvert is driven by the driving mode of an unmanned aerial vehicle, a remote control trolley or a robot.
9. The method for erecting the steel wire rope for surveying the underground pipe culvert according to the claim 1, wherein the fixing process in the step 4 is specifically as follows:
the recovery port also is provided with the steel cable hoist engine, after steel cable (4) salvage, utilizes the steel cable hoist engine to tighten up, and recovery port department also is provided with directive wheel sliding group fastener for the direction corresponds with the directive wheel sliding group fastener of transferring the port, the recovery port still is provided with the hoist with the steel cable hoist engine and holds the power platform, and steel cable (4) pass wheel sliding group fastener then hold power platform and steel cable hoist engine fixed connection through the hoist, and the steel cable hoist engine begins work, tightens up the steel cable, surveys the platform and erects the completion.
CN202110207980.2A 2021-02-25 2021-02-25 Steel wire rope erecting method for surveying underground pipe culvert Pending CN112875557A (en)

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CN202110207980.2A CN112875557A (en) 2021-02-25 2021-02-25 Steel wire rope erecting method for surveying underground pipe culvert

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Application Number Priority Date Filing Date Title
CN202110207980.2A CN112875557A (en) 2021-02-25 2021-02-25 Steel wire rope erecting method for surveying underground pipe culvert

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CN112875557A true CN112875557A (en) 2021-06-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113847912A (en) * 2021-08-16 2021-12-28 重庆市建筑科学研究院有限公司 Underground water pipe culvert endoscopic positioning system and working method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0370108B1 (en) * 1987-10-05 1996-09-11 Tokyo Gas Kabushiki Kaisha Lining material of pipeline
JPH10271634A (en) * 1997-03-28 1998-10-09 Nippon Komushisu Kk Method of laying cable, and laying device used for this
CN106505484A (en) * 2016-12-27 2017-03-15 二十二冶集团天津建设有限公司 Piping lane cable laying method
CN210201333U (en) * 2019-07-23 2020-03-27 河南帝禾建设工程有限公司 Underground cable laying structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0370108B1 (en) * 1987-10-05 1996-09-11 Tokyo Gas Kabushiki Kaisha Lining material of pipeline
JPH10271634A (en) * 1997-03-28 1998-10-09 Nippon Komushisu Kk Method of laying cable, and laying device used for this
CN106505484A (en) * 2016-12-27 2017-03-15 二十二冶集团天津建设有限公司 Piping lane cable laying method
CN210201333U (en) * 2019-07-23 2020-03-27 河南帝禾建设工程有限公司 Underground cable laying structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113847912A (en) * 2021-08-16 2021-12-28 重庆市建筑科学研究院有限公司 Underground water pipe culvert endoscopic positioning system and working method thereof

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