Online plugging structure for damaged pipeline

By using the method of wedging wooden stakes and sleeve couplings combined with a quick-drying cement layer at the damaged parts of the PCCP pipeline, the problem of poor sealing effect after local damage was solved, and durability and sealing were improved.

CN223306545UActive Publication Date: 2025-09-05RIZHAO SANLIAN WATER TRANSFER CO LTD
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Patent Information

Application Number
CN202422471808.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-12
Publication Date
2025-09-05
Estimated Expiration
2034-10-12

AI Technical Summary

Technical Problem

In the prior art, local damage to PCCP pipelines cannot be effectively reinforced by welding, resulting in poor local sealing effect and insufficient durability.

Method used

Wooden stakes are wedged into the damaged parts, and combined with the combined structure of sleeve collars and quick-drying cement layers, the wooden stakes are wedged in for preliminary sealing, the sleeve collars are used for overall sealing, and the quick-drying cement layer is assisted in setting up, forming a stable quick-drying cement layer in a fixed gap.

Benefits of technology

It achieves efficient sealing of damaged pipes, has good durability and sealing effect, is easy to assemble and has high reliability.

✦ Generated by Eureka AI based on patent content.

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    Figure CN223306545U_ABST
Patent Text Reader

Abstract

An online plugging structure for a damaged pipeline comprises a timber pile wedged into a damaged part, the top of the timber pile is exposed out of the damaged pipeline, a sleeve coupling is arranged on the outer side of the timber pile in an abutting mode, the top of the timber pile is arranged on the outer side of the sleeve coupling in an abutting mode, and a fixed gap is formed among the inner side of the sleeve coupling, the periphery of the timber pile and the outer side of the damaged pipeline. And a quick-dry cement layer is arranged in the fixed gap. Preliminary plugging is carried out in the mode that the timber pile is wedged into the damaged pipeline, then integral plugging is carried out through the sleeve coupling, the quick-dry cement layer is arranged in an auxiliary mode, the bonding, fixing and sealing effects can be achieved, and very good durability is achieved.
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Description

Technical Field

[0001] The present application relates to an online plugging structure for a damaged pipeline. Background Art

[0002] Water pipelines can be divided into two categories: main pipelines and secondary pipelines. Main pipelines are generally made of PCCP pipes, i.e. prestressed concrete cylinder pipes. In addition to structural damage, this type of pipeline is generally damaged locally. After local damage occurs, it is impossible to perform local welding reinforcement treatment. Local sealing is now mostly used for treatment. However, this method can only reduce the leakage rate and has poor durability. Therefore, it is necessary to improve the repair structure of this type of pipeline to meet the requirements of online sealing, durability, and good sealing effect. Utility Model Content

[0003] To address the aforementioned issues, the present application proposes an online plugging structure for damaged pipes, comprising a wooden stake wedged into the damaged portion, with the top of the stake positioned so as to expose the damaged pipe. A coupling is disposed on the outside of the stake, with the top of the stake abutting the outside of the coupling. A fixed gap is formed between the inside of the coupling, the periphery of the wooden stake, and the outside of the damaged pipe, and a quick-drying cement layer is disposed within the fixed gap. The present application performs preliminary plugging by wedging the wooden stake into the damaged pipe, then performs overall plugging with the coupling, and then supplements the quick-drying cement layer, thereby achieving bonding, fixing, and sealing, and exhibiting excellent durability.

[0004] Preferably, the sleeve coupling comprises two semicircular plates arranged opposite to each other, side connecting plates are respectively arranged on both sides of the semicircular plates, and a plurality of fastening bolts are arranged between the side connecting plates.

[0005] Preferably, side sealing rubber strips are provided between the side connecting plates; end sealing rubber strips are provided at both ends of the semicircular plates; and guide slits are provided on the two semicircular plates, and the two guide slits are symmetrically arranged relative to the axis of the damaged pipe. The present application uses the guide slits to allow quick-drying cement to flow into the inner side of the sleeve, the periphery of the wooden pile, the outer side of the damaged pipe, and the fixed gap formed between the side sealing rubber strips and the end sealing rubber strips, thereby stably forming a quick-drying cement layer. The guide slit at the bottom needs to be sealed, and the introduction is carried out in the upper guide slit. Of course, in the early stage, the introduction can be accelerated by a non-sealed method, and then the closed introduction can be carried out in the later stage.

[0006] Preferably, the guide slit is a long strip through hole, and the guide slit is arranged along the axial direction of the damaged pipe.

[0007] Preferably, end annular plates are respectively provided on both sides of the semicircular plate, and a plurality of abutment plates are provided between the end annular plates, and the bottoms of the abutment plates are fixedly connected to the surfaces of the semicircular plates.

[0008] Preferably, the end annular plate is provided with a plurality of transverse bolt holes, in which transverse connecting bolts are provided. The present application can form an expandable sleeve collar by using the end annular plate and the transverse bolt holes. When a sleeve collar cannot cover a damaged part, the sleeve collar can be expanded in the length direction by using this expansion connection method, which is easy to assemble and highly reliable.

[0009] Preferably, the number of the sleeve collars is not less than two, and the connected sleeve collars are fixedly connected by transverse connecting bolts.

[0010] Preferably, a positioning groove is provided on the end annular plate.

[0011] Preferably, the semicircular plate is further provided with a plurality of reinforcing ribs.

[0012] This application can bring the following beneficial effects:

[0013] 1. This application performs preliminary sealing by wedging wooden stakes into the damaged pipe, then uses a coupling to seal the entire pipe, and then assists with the setting of a quick-drying cement layer, which can play the role of bonding, fixing and sealing, and has very good durability.

[0014] 2. The present application uses the guide seam to flow the quick-drying cement into the inner side of the sleeve, the periphery of the wooden pile, the outer side of the damaged pipe, and the fixed gap formed between the side sealing rubber strip and the end sealing rubber strip, thereby stably forming a quick-drying cement layer.

[0015] 3. The present application can form an expandable sleeve collar through the end ring plate and the transverse bolt hole. When one sleeve collar cannot cover the damaged part, the sleeve collar can be expanded in the length direction through this expansion connection method, which is easy to assemble and has high reliability. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The drawings described herein are used to provide a further understanding of the present application and constitute a part of the present application. The illustrative embodiments of the present application and their descriptions are used to explain the present application and do not constitute an improper limitation on the present application. In the drawings:

[0017] Figure 1 This is a schematic diagram of the internal structure of this application.

[0018] Figure 2 It is a structural diagram of the sleeve coupling.

[0019] Figure 3 Schematic diagram of the structure of the two sleeve couplings. DETAILED DESCRIPTION

[0020] In order to clearly illustrate the technical features of this solution, this application is described in detail below through specific implementation methods and in conjunction with its accompanying drawings.

[0021] In the first embodiment, if Figure 1 As shown, a broken pipe online plugging structure includes a wooden stake 1 wedged into the damaged part, the top of the wooden stake 1 is arranged to expose the broken pipe 3, a sleeve collar 2 is arranged to abut the outside of the wooden stake 1, the top of the wooden stake 1 and the outside of the sleeve collar 2 are arranged to abut, and a fixed gap is formed between the inside of the sleeve collar 2, the periphery of the wooden stake 1, and the outside of the broken pipe 3, and a quick-drying cement layer 5 is arranged in the fixed gap.

[0022] The sleeve collar 2 includes two semicircular plates 6 arranged opposite to each other, with side connecting plates 7 respectively arranged on both sides of the semicircular plates 6, and a plurality of fastening bolts 8 arranged between the side connecting plates 7.

[0023] When in use, first determine the part that is leaking but not structurally damaged, select a wooden stake 1 based on the size of the leak, and then use a hammer to wedge it in. After wedging, insert one side of the semicircular plate 6 under the damaged pipe 3, and then fasten the other half of the semicircular plate 6 with the fastening bolts 8, and then introduce quick-drying cement into the fixed gap to form a quick-drying cement layer 5.

[0024] In the second embodiment, if Figure 1-3 As shown, a broken pipe online plugging structure includes a wooden stake 1 wedged into the damaged part, the top of the wooden stake 1 is arranged to expose the broken pipe 3, a sleeve collar 2 is arranged to abut the outside of the wooden stake 1, the top of the wooden stake 1 and the outside of the sleeve collar 2 are arranged to abut, and a fixed gap is formed between the inside of the sleeve collar 2, the periphery of the wooden stake 1, and the outside of the broken pipe 3, and a quick-drying cement layer 5 is arranged in the fixed gap.

[0025] The collar 2 comprises two opposing semicircular plates 6, each with a side connecting plate 7 on either side. Several fastening bolts 8 are located between the side connecting plates 7. A side sealing rubber strip 9 is located between the side connecting plates 7. End sealing rubber strips 16 are located at each end of the semicircular plates 6. A guide slit 10 is provided on each of the two semicircular plates 6, symmetrically arranged about the axis of the damaged pipe 3. Each guide slit 10 is a long, through hole, oriented axially along the damaged pipe 3.

[0026] End annular plates 11 are provided on either side of the semicircular plate 6. Several abutment plates 12 are positioned between the end annular plates 11, with the bottoms of the abutment plates 12 fixedly connected to the surfaces of the semicircular plates. The end annular plates 11 are provided with several transverse bolt holes 13, each containing transverse connecting bolts. There are at least two sleeve collars 2, and the connected sleeve collars 2 are fixedly connected via transverse connecting bolts. Positioning grooves 14 are provided on the end annular plates 11. The semicircular plate 6 is also provided with several reinforcing ribs 15.

[0027] During use, first identify the leaking area without structural damage, select a wooden stake 1 based on the size of the leak, and then use a hammer to wedge it in. After wedging, insert one side of the semicircular plate 6 under the damaged pipe 3, and then tighten the other half of the semicircular plate 6 with the fastening bolts 8. Then, introduce quick-drying cement into the fixed gap formed by the inner side of the sleeve collar 2, the periphery of the wooden stake 1, the outer side of the damaged pipe 3, and the side sealing rubber strip 9, forming a quick-drying cement layer 5. If expansion is required, it is expanded by connecting the adjacent sleeve collars 2 with their end annular plates 11 and transverse connecting bolts.

[0028] The above are merely embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various changes and variations. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present application should all be included within the scope of the claims of the present application.

Claims

1. A damaged pipeline online plugging structure, characterized by: The invention comprises a wooden stake wedged into the damaged part, wherein the top of the wooden stake is arranged so as to expose the damaged pipe, and a sleeve collar is arranged on the outer side of the wooden stake. The top of the wooden stake and the outer side of the sleeve collar are arranged to abut against each other, and a fixed gap is formed between the inner side of the sleeve collar, the periphery of the wooden stake and the outer side of the damaged pipe, and a quick-drying cement layer is arranged in the fixed gap.

2. The online plugging structure for a damaged pipeline according to claim 1, characterized in that: The sleeve coupling comprises two semicircular plates arranged opposite to each other, side connecting plates are respectively arranged on both sides of the semicircular plates, and a plurality of fastening bolts are arranged between the side connecting plates.

3. The online blocking structure for a damaged pipeline according to claim 2, characterized in that: Side sealing rubber strips are provided between the side connecting plates; end sealing rubber strips are provided at both ends of the semicircular plates; guide slots are provided on the two semicircular plates, and the two guide slots are symmetrically arranged relative to the axis of the damaged pipe.

4. The online blocking structure for a damaged pipeline according to claim 3, characterized in that: The guide slot is a long strip through hole and is arranged along the axial direction of the damaged pipe.

5. The online blocking structure for a damaged pipeline according to claim 2, characterized in that: End ring plates are respectively arranged on both sides of the semicircular plate, and a plurality of abutment plates are arranged between the end ring plates. The bottoms of the abutment plates are fixedly connected to the surfaces of the semicircular plates.

6. The damaged pipeline online plugging structure according to claim 5, characterized in that: The end annular plate is provided with a plurality of transverse bolt holes, and transverse connecting bolts are provided in the transverse bolt holes.

7. The online blocking structure for a damaged pipeline according to claim 6, characterized in that: The number of the sleeve couplings is no less than two, and the connected sleeve couplings are fixedly connected by transverse connecting bolts.

8. The online blocking structure for a damaged pipeline according to claim 5, characterized in that: A positioning groove is provided on the end annular plate.

9. The online blocking structure for a damaged pipeline according to claim 5, characterized in that: The semicircular plate is also provided with a plurality of reinforcing ribs.