CN110617380A - Pipeline repairing device and method for grouting lining - Google Patents
Pipeline repairing device and method for grouting lining Download PDFInfo
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- CN110617380A CN110617380A CN201910607198.2A CN201910607198A CN110617380A CN 110617380 A CN110617380 A CN 110617380A CN 201910607198 A CN201910607198 A CN 201910607198A CN 110617380 A CN110617380 A CN 110617380A
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- pipe
- lining
- pipeline
- slurry
- lining pipe
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
- F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Abstract
A pipeline repairing device of a grouting lining and a repairing method thereof relate to a pipeline repairing process of the grouting lining, and mainly comprise five main processes, wherein the first process comprises the following steps: an auxiliary device for feeding the pipe is installed, the traction rope of the lining pipe is fixed, and slurry is added into the slurry dipping tank. The second step is as follows: and (4) drawing the lining pipe into a pipeline, and timely supplementing materials to the lining pipe without hanging materials. The third step is as follows: and (4) dismantling the pipe inserting device, installing the fixing seats at the two ends, placing the emptying balls in the lining pipe, and sealing the two ends of the lining pipe. The fourth step is that: and pressurizing the lining pipe by using a compressed air vehicle to push the emptying ball to move forwards to the other end of the lining pipe, and keeping the pressure in the lining pipe until the slurry is solidified. The fifth step is that: and (4) disassembling the sealing and fixing seats at the two ends, cutting off redundant lining pipes, and leveling the lining pipes and the pipe orifices of the pipelines. The lining of the lining pipe is completed through the procedures, so that a large amount of complicated equipment which is invested in the conventional lining pipe in the processes of diameter reduction, deformation, turning, ultraviolet photocuring and the like in the lining process is reduced.
Description
Technical Field
The invention relates to a pipeline repairing device and a repairing method for a grouting lining, in particular to a construction method for a grouting lining of a lining flexible plastic pipeline and a lining construction device.
Technical Field
At present, in pipeline construction at home and abroad, a technology for lining a plastic pipe (namely lining pipe) in a pipeline is very common, and the technology comprises all fields using the pipeline, such as mines, petroleum, coal, municipal administration and the like. The method can not only improve the service life and performance of the newly-built pipeline, but also repair the inner lining of the old buried pipeline which is scrapped for a few times, so that the old pipeline can meet the use requirement again. Thereby saving a large amount of new construction cost. In the work of lining the plastic pipe in the pipeline, how to select a lining method suitable for the pipeline needing to be lined with the plastic pipe is a key problem for continuously optimizing and improving the construction method of the lining plastic pipe, so that the pipeline lined with the plastic pipe can achieve the expected use purpose and can save manpower and material resources in construction. At present, there are many methods related to lining plastic pipes at home and abroad, and the common technology is as follows: 1. the constant diameter compression technology is that special equipment is used on site to reduce the radial size of the plastic pipe temporarily and then the plastic pipe is drawn into the pipe to be lined, and then the outer diameter of the plastic pipe is tightly attached to the inner wall of the original pipe through self elastic expansion and recovery. 2. The deformation technology of the lining pipe is that the pipe body of the lining pipe is folded, deformed and bound to reduce the cross section area of the lining pipe, the lining pipe is pulled into the pipe, the plastic pipe entering the pipeline to be lined is pressed into the plastic pipe to compress air, the plastic pipe is enabled to damage the strapping tape by utilizing the pressure in the pipe and then recovers the original shape, the technology also has the problems faced by the constant diameter compression technology, and the risk that the bound lining pipe cannot be completely recovered in the pipeline to be lined is increased. 3. The lining of resin lining hose is different from plastic pipe in that the resin is adsorbed onto felt material and cured via heating, ultraviolet irradiation and other modes. Although the above-mentioned pipe lining technology solves a large number of pipe lining projects and is also accepted by the wide pipe sector, it is not a perfect lining technology. The problem to be solved is that the inner lining pipe used in the same pipeline can not change along with the change of the inner diameter of the pipeline to be lined, the part which is tightly attached is the same as the outer diameter of the inner lining pipe, the inner diameter of each pipeline to be lined (particularly a concrete prefabricated pipeline) is different, if the inner diameter of the pipeline to be lined is larger than the outer diameter of the inner lining pipe, a gap can be generated between the inner lining pipe and the pipeline to be lined, the requirement of tight attachment can not be met, the inner lining pipe which can not be firmly attached to the inner wall of the outer pipe can continuously change along with the pressure of medium in the pipe, and the inner lining pipe can be fatigued for a long time, so that the. This condition is a significant percentage of the time during pipe lining operations. The method has the advantages that field investigation is concerned, if the pipeline to be lined is built by splicing concrete prefabricated pipes with short sections, the diameter error of the inner wall between the pipe sections is about 4-6%, the diameter error of the pipeline under the condition becomes larger along with the increase of the diameter, the manufacturing outer diameter of a plastic pipe of the lining becomes difficult to determine, if the lining pipe manufactured with large diameter meets a small-diameter pipe in the construction process, great difficulty is caused, and if the lining pipe manufactured with large diameter meets a small-diameter pipe, a large gap is generated. At present, in order to solve the technical problem, in the pipeline lining construction, a scheme of adding slurry between the lining pipe and the pipeline gap appears, for example: 1. invention patent 201710236481.X "a method for filling and grouting for repairing a pipeline"; 2. patent 201301671084.7 entitled "mixed cement slurry for grouting and pipe structure", discloses an invention patent for grouting the inner wall of a lining pipe by perforating holes in the lining pipe in example 1, and discloses a grouting structure for a pipe together with the material for grouting the pipe in example 2. However, as shown in the patent of the invention disclosed in example 1: the inner wall of the lining pipe is perforated without damaging the integral structure of the lining pipe, so that the lining pipe is easy to leak at the perforating position, and the small-sized pipeline is relatively difficult to operate. Example 2 the invention patent discloses only a grouting material and a pipe structure, but there is no description as to how this pipe structure can be achieved. In order to overcome the problems of the lining pipeline and enable the technology to be better applied, the invention aims to provide a lining method and a lining device of a lining pipe, which is a simpler and more reliable grouting application technology added to the pipeline lining industry, so that the technology of an underground pipeline passing through the lining is more reliable.
Disclosure of Invention
The invention is realized by the following steps: a pipeline repairing device of a grouting lining and a repairing method thereof are provided, wherein the method comprises the following five steps: the first step is as follows: s01, winding the lining pipe on a winding drum, placing the lining pipe at one end of a pipeline to be lined, fixing a traction device at the other end of the pipeline to be lined, enabling a traction rope of the traction device to longitudinally pass through the inner wall of the pipeline to be lined to traction the lining pipe wound on the winding drum, enabling the lining pipe to enter a slurry dipping groove through a guide roller under the traction of the traction rope, injecting slurry (the slurry can be cement slurry or resin slurry) into the slurry dipping groove, enabling the outer surface of the lining pipe to be dragged into the pipeline to be lined after the slurry is fully hung in the slurry dipping groove by the traction rope, deforming and folding the lining pipe through a pipe entering device, and completing slurry hanging and lining of the lining pipe through the steps. If the slurry hanging of the inner lining pipe is insufficient when the inner lining pipe enters the pipeline, the slurry can be replenished through the slurry vehicle and the material supplementing spray pipe.
S02 second step: and after the slurry-hanging lining pipe is in place, a pipe end base in the pipe end base is installed, an end pipe opening of the lining pipe is propped up, then the emptying ball is plugged in, the inner taper sleeve is installed in the pipe end base, and the lining pipe is firmly pressed. The other end of the pipeline to be lined is also installed as before, and the emptying ball is not arranged.
S03 third step: the valve at the end of the evacuation ball is connected with a pneumatic vehicle through a rubber tube, the evacuation ball is pushed by compressed air to move forwards, and after the evacuation ball is pushed by the compressed air to move forwards to the other end of the lining pipe, the lining pipe is also rounded, and residual slurry and residual gas on the outer pipe wall of the lining pipe are discharged from the pipeline.
Step S04, fourth: closing the evacuation port valve and closing the valve mounted on the inner taper sleeve of the pipe end seat to make the pressure of the pressure gauge be about 0.1MPa (or according to the pressure-bearing condition of different pipelines), and keeping the pressure until the slurry in the interlayer is solidified.
Step S05, fifth step: and (4) removing all lining devices, and finishing the flush treatment of the lining pipe and the pipes at two ends of the pipeline to be lined.
The slurry is generally prepared by mixing cement and additives, and the water cement ratio: 21.2 percent. The resins are generally epoxy resins.
The evacuation ball is in a soft columnar shape and is tightly in interference fit with the inner wall of the lining pipe.
The device mainly comprises: the device comprises a soaking tank, a pipe feeding device, a pipe end seat, an emptying ball and a guide roller.
The pipe end base is provided with an emptying channel which is uniformly distributed along the circumference and the same as the outside so as to ensure the excessive slurry and air discharged in the third step.
The pipe feeding device is formed by installing a jacket, a carrier roller, a balance wheel and a balance wheel frame at the end part of a pipe to be lined.
The pipe end base is composed of a pipe end base and an inner taper sleeve, the inner circle of the pipe end base is a cone-shaped body, the outer circle of the cone-shaped body is matched with the cone of the inner taper sleeve through flange composition, the pipe wall of the lining pipe is extruded by fastening bolts on the flange of the pipe end base, and the two ends of the lining pipe are sealed and do not leak after compressed air is loaded in the lining pipe.
The matched taper angle of the pipe end base and the inner taper sleeve is 10-15 degrees.
Drawings
Exemplary embodiments of the invention are described in detail below with the aid of the attached drawing figures, wherein:
FIG. 1 shows a schematic of a five-step process for lining pipe construction;
FIG. 2 shows a schematic diagram of the first step of the five steps of lining pipe construction
FIG. 3 shows a second step of five steps of lining pipe construction;
FIG. 3A shows an enlargement of the position I in FIG. 3 and shows the shape of the anchor pile on the inner liner;
FIG. 4 illustrates the integrity of the cross-section of the conduit after lining;
FIG. 5 shows a detailed block diagram of the pipe feeding device;
Detailed Description
The following describes "a grouting lining pipeline repairing device and a repairing method thereof" in further detail according to the specification, the drawings and the detailed description.
Example 1: fig. 1 shows five decomposition steps taken to complete lining of the lining pipe into the pipeline, and by completing the five decomposition steps, the lining construction of the lining pipe can save the complex and heavy equipment and how to better reinforce the lining pipe in the pipeline after grouting, and the pipeline passing through the lining can be ensured to achieve the expected use purpose. Figure 2 shows a schematic of the lining in situ, and from figure 2 it can be seen that the lining pipe 1 is wound onto a reel 2 which saves shipping costs and on-site welding costs over a single liner. The other end of the pipeline is longitudinally penetrated by a hauling cable 9, the pipeline to be lined is provided with a guide roller 4 on a slurry soaking groove 3, a lining pipe 1 is led to the lower surface of the slurry soaking groove 3 through the guide roller 4 and is fully soaked with slurry, the lining pipe 1 with the slurry fully distributed on the surface enters a pipeline 8 to be lined after being folded and deformed through a pipe entering device 5 under the continuous traction of the hauling cable 9, the traction is stopped after the lining pipe 1 penetrates out of the other side of the pipeline 8, and if the slurry in the slurry soaking groove 3 is used up or the surface of the lining pipe 1 is not fully soaked with the slurry, the slurry can be timely supplemented through a slurry vehicle 6 and a spray pipe 7. Fig. 3 shows how to fix the lining pipe 1 by means of the device in the second step, in which the pipe end bases 11 are installed at both ends of the pipeline 8, the emptying ball 13 is put into one end of the lining pipe 1, the emptying ball 13 is tightly matched with the inner wall of the lining pipe 1, the pipe end bases 11 are divided into a pipe end base 11-1 and an inner taper sleeve 11-2, a circle of bolts 18 are evenly distributed on the outer circles of the inner taper sleeve 11-2 and the pipe end base 11-1, and the inner taper sleeve 11-2 presses the pipe wall of the lining pipe 1 outwards along the circumference to compress and seal the lining pipe 1 after the bolts 18 are screwed. The other end is also fitted with a tube end socket 11 or the like in the manner described above. The inner taper sleeve 11-2 at the end of the emptying ball 13 is provided with a valve 15, the valve 15 is connected with the emptying ball 13 in the inner lining pipe 1 pushed by compressed air for a compressed air blower through a hose, the emptying ball 13 is pushed by the compressed air to move forward to the other end of the inner lining pipe 1 and pushes the inner lining pipe 1 to simultaneously extrude surplus slurry and entrained gas hung on the outer pipe wall of the inner lining pipe 1 in the moving forward process, and after the emptying ball 13 moves forward from one end to the other end of the inner lining pipe 1, the surplus slurry and gas between the pipeline 8 and the inner lining pipe 1 are all discharged through the emptying port of the pipe end base 11-1 at the other end. A plurality of anchor piles 19 which are uniformly distributed are manufactured on the outer surface of the lining pipe 1, so that the gap between the outer wall of the lining pipe 1 and the inner wall of a lined pipeline can be kept consistent, and the slurry 10 can be uniformly distributed in the gap between the pipe walls. When the emptying ball 13 reaches the pipe end seat 11 at the other end, the valves 1 at the two ends are closed, and the pressure gauge 16 at the other end is observed to keep the pressure for the curing time of the slurry until the slurry is completely cured. Finally, the lining pipes with the pipe end seats 11 at the two ends cut to be flush and exposed out of the pipeline are removed, and lining construction is finished through connection. In the pipeline lined by slurry hanging, the anchoring pile 19 on the inner liner pipe 1 is mingled with the solidified slurry and can not be separated after the slurry is solidified, and the pipe body of the liner pipe 1 is pulled, so that the pipe body has the original state under the condition of no internal pressure, and the problem that the liner pipe 1 is collapsed in the conveyed medium due to the disappearance of the internal pressure is satisfactorily solved. Fig. 3A is an enlarged view of the portion of fig. 3 i showing the appearance of the anchor piles 19 attached to the lining pipe 1. Figure 4 is a cross-section of the completed lined duct 8. Fig. 5 is a detailed cross-sectional view of the tube inserting device, which is a carrier roller for supporting the bottom surface of the inner lining tube 1, wherein a pressure roller is supported on the carrier roller by a hanging rack, the hanging rack drives the pressure roller to swing to adjust the distance between the inner lining tube 1 and the carrier roller, and the deformation of the inner lining tube 1 can be adjusted after increasing or decreasing, so as to facilitate the tube inserting of the inner lining tube 1.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the equivalent replacement or change according to the technical solution and the modified concept of the present invention should be covered by the scope of the present invention.
Claims (9)
1. A pipeline repairing device and a repairing method of a grouting lining are characterized in that: the repairing method comprises the following steps: the first step is as follows: s01, winding a lining pipe (1) on a winding drum (2), placing the lining pipe at one end of a pipeline (8) to be lined, fixing a traction device at the other end of the pipeline (8) to be lined, enabling a traction rope (9) of the traction device to pull the lining pipe (1) at the other end, enabling the lining pipe (1) to enter a slurry dipping tank (3) through a guide rod (4) under the traction of the traction rope (9), injecting slurry (which can be cement slurry or resin slurry) into the slurry dipping tank (3), enabling the outer surface of the lining pipe (1) to be fully hung with the slurry in the slurry dipping tank (3) to be deformed through a pipe entering device (5) under the traction of the traction rope (9), and then dragging the lining pipe into the pipeline (8) to be lined;
s02 second step: installing a pipe end base (11-1) in a pipe end seat (11), plugging a emptying ball (13) after supporting an end pipe orifice of the lining pipe (1), installing an inner taper sleeve (11-2) in the pipe end base (11-1) and firmly pressing the lining pipe (1); the other end of the pipeline to be lined (8) is also installed as before, and the emptying ball (13) is not arranged;
s03 third step: connecting a valve (15) at the end of the evacuation ball (13) with a windmill through a rubber pipe, pushing the evacuation ball (13) to move forward by using compressed air, and after the evacuation ball (13) moves forward to the other end of the lining pipe (1) under the pushing of the compressed air, rounding the lining pipe (1) and discharging residual slurry (10) and residual gas on the outer pipe wall of the lining pipe (1);
step S04, fourth: closing a vent valve (17) and closing a valve (15) arranged on an inner taper sleeve (11-2) of a pipe end seat (11), and keeping the gauge pressure of a pressure gauge (16) at about 0.1Mpa until the slurry (10) in the interlayer is solidified;
step S05, fifth step: the lining pipe (1) is flush with the pipe at the two ends of the pipeline (8) to be lined.
2. The grouting lining pipeline repairing device and the repairing method thereof according to claim 1, wherein: the slurry (10) is generally prepared from a mixture of cement and additives, the water cement ratio: 21.2%, the resins are generally epoxies.
3. A method and apparatus for repairing a grouted liner conduit as claimed in claim 1 or claim 2, wherein: the emptying ball (13) is in a soft columnar shape and is tightly in interference fit with the inner wall of the lining pipe (1).
4. The apparatus and method for repairing a slip-lined pipe according to claim 1 or 2, wherein: the device mainly comprises: a soaking trough (3); a pipe inlet device (5); a tube end seat (11); an evacuation ball (10); and a guide roller (4).
5. The apparatus and method for repairing a slip-lined pipe according to claim 1 or 2, wherein: an emptying channel is manufactured on the pipe end base (11-1), and the emptying channel is uniformly distributed along the circumference and is the same as the outside.
6. The grouting lining pipeline repairing device and the repairing method thereof according to claim 1 or 2, characterized in that the pipe entering device (5) is installed at the end of the pipeline to be lined by a jacket (5-4), a carrier roller (5-1), a balance wheel (5-2) and a balance wheel frame (5-3).
7. The apparatus and method for repairing a slip-lined pipe according to claim 1 or 2, wherein: the pipe end seat (11) is composed of a pipe end base (11-1) and an inner taper sleeve (11-2), the inner circle of the pipe end base (11-1) is a cone-shaped body, the outer circle of the cone-shaped body is matched with the cone of the inner taper sleeve (11-2) through flange composition, the pipe wall of the inner liner pipe (1) is extruded by fastening bolts (19) on the flange of the pipe end base (11-1), and the two ends of the inner liner pipe (1) are sealed and do not leak after compressed air is loaded in the inner liner pipe.
8. The apparatus and method for repairing a slip-lined pipe according to claim 1 or 2, wherein: the matched taper angle of the pipe end base (11-1) and the inner taper sleeve (11-2) is 10-15 degrees.
9. The apparatus and method for repairing a slip-lined pipe according to claim 1 or 2, wherein: the outer surface of the lining pipe is provided with an anchoring pile (19) for preventing the detachment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910607198.2A CN110617380A (en) | 2019-07-07 | 2019-07-07 | Pipeline repairing device and method for grouting lining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910607198.2A CN110617380A (en) | 2019-07-07 | 2019-07-07 | Pipeline repairing device and method for grouting lining |
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| Publication Number | Publication Date |
|---|---|
| CN110617380A true CN110617380A (en) | 2019-12-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910607198.2A Pending CN110617380A (en) | 2019-07-07 | 2019-07-07 | Pipeline repairing device and method for grouting lining |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112696548A (en) * | 2020-12-07 | 2021-04-23 | 常州众能建筑工程安装有限公司 | Lining pipe attaching device and method for repairing CIPP bent pipe |
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| JPH04163025A (en) * | 1990-10-24 | 1992-06-08 | Osaka Gas Co Ltd | Eversion lining method of tube |
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| CN105546270A (en) * | 2016-03-07 | 2016-05-04 | 深圳市巍特工程技术有限公司 | Lining structure, pipe and pipe repairing method |
| CN105864562A (en) * | 2016-06-15 | 2016-08-17 | 长春高祥特种管道有限公司 | Method for repairing underground steel pipeline by non-excavation insertion |
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2019
- 2019-07-07 CN CN201910607198.2A patent/CN110617380A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5034180A (en) * | 1988-04-13 | 1991-07-23 | Nupipe, Inc. | Method for installing a substantially rigid thermoplastic pipe in an existing pipeline |
| JPH04163025A (en) * | 1990-10-24 | 1992-06-08 | Osaka Gas Co Ltd | Eversion lining method of tube |
| CN1470797A (en) * | 2002-07-23 | 2004-01-28 | 株式会社湘南合成树脂制作所 | Pipe lining construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112696548A (en) * | 2020-12-07 | 2021-04-23 | 常州众能建筑工程安装有限公司 | Lining pipe attaching device and method for repairing CIPP bent pipe |
| CN112696548B (en) * | 2020-12-07 | 2022-03-01 | 骏腾环境科技有限公司 | Lining pipe attaching device and method for repairing CIPP bent pipe |
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Application publication date: 20191227 |