CN2380616Y - Self-floating type mud-discharging pipe - Google Patents
Self-floating type mud-discharging pipe Download PDFInfo
- Publication number
- CN2380616Y CN2380616Y CN99228352U CN99228352U CN2380616Y CN 2380616 Y CN2380616 Y CN 2380616Y CN 99228352 U CN99228352 U CN 99228352U CN 99228352 U CN99228352 U CN 99228352U CN 2380616 Y CN2380616 Y CN 2380616Y
- Authority
- CN
- China
- Prior art keywords
- layer
- self
- rubber layer
- varicosity
- discharging pipe
- 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.)
- Ceased
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Classifications
-
- 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
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/12—Laying or reclaiming pipes on or under water
- F16L1/20—Accessories therefor, e.g. floats, weights
- F16L1/24—Floats; Weights
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F7/00—Equipment for conveying or separating excavated material
- E02F7/10—Pipelines for conveying excavated materials
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
Abstract
The utility model relates to a self-floating type mud discharging pipe used for the over-water construction of dredgers. The self-floating type mud discharging pipe is characterized in that the pipe wall of the pipeline of the self-floating type mud discharging pipe has a multilayer structure which comprises an inner rubber layer arranged on the innermost side, a cord reinforced layer wrapped and rounded on the inner rubber layer, a middle rubber layer stuck on the cord reinforced layer, a bulked layer stuck on the middle rubber layer, a hoop layer stuck on the bulked layer, and an outer rubber layer stuck on the outermost side, which are arranged orderly from inside to outside, wherein, the inner rubber layer, the middle rubber layer and the outer rubber layer are all made of rubbery material; the expanding body layer is made of bulked materials of low-density. The utility model has the advantages of no need of the support of a floating canister when used, simple structure, convenient and reliable use, and long service life.
Description
The utility model relates to a kind of self-floating mud pipe that is used for the dredge boat over-water construction.
Existing and the matching used mud pipe of dredge boat rely on the steel floating drum and support and exceed the water surface during work, center of gravity is higher, easily overturning and influence construction in the high sea.Steel floating drum not only volume is big, heaviness, and transportation and assembling are extremely inconvenient, and easy-to-rust, and application life is short, need often keep in repair, change.
The purpose of this utility model provides a kind of floating drum that do not need and supports, and is simple in structure, easy to use, reliable, the self-floating mud pipe of long service life.
The technical solution of the utility model is, this self-floating mud pipe comprises a segment pipe and is fixed on the mounting flange of pipe ends, it is characterized in that, the tube wall of described pipeline is a sandwich construction, they are followed successively by the most inboard inner glue layer from inside to outside, surround curtain cloth reinforced layer on the inner glue layer, be attached to mesoglea on the curtain cloth reinforced layer, be attached to varicosity layer on the mesoglea, be attached to the hoop layer on the varicosity layer and be attached to outermost outer glue-line, described inner glue layer, mesoglea and outer glue-line all are elastomeric material, and the varicosity layer is made by low-density varicosity material (as the EVA material).
The utility model has the advantages that, owing to do not need the support of steel floating drum when using, not only good stability, and transportation, easy to assembly, corrosion-resistant, the life-span is long.In addition, the utility model has increased varicosity layer and hoop layer than common spoil disposal sebific duct, has not only had and self-buoyancy, and has improved its withstand voltage properties, uses more reliable.
Below in conjunction with accompanying drawing embodiment of the present utility model is described further:
Fig. 1 is a structural representation of the present utility model.
As shown in the figure, the pipe ends of this self-floating mud pipe is fixed with the flange 1 of steel, the tube wall of pipeline is a sandwich construction, they are followed successively by the most inboard inner glue layer 2 from inside to outside, surround curtain cloth reinforced layer 3 on the inner glue layer, be attached to mesoglea 4 on the curtain cloth reinforced layer, be attached to varicosity layer 5 on the mesoglea, be attached to the hoop layer 6 on the varicosity layer and be attached to outermost outer glue-line 7, described inner glue layer 2, mesoglea 4 and outer glue-line 7 all are elastomeric material, and the varicosity layer is made by low-density varicosity material (as the EVA material).
Claims (2)
1, a kind of self-floating mud pipe, comprise a segment pipe and the mounting flange (1) that is fixed on pipe ends, it is characterized in that, the tube wall of described pipeline is a sandwich construction, they are followed successively by the most inboard inner glue layer (2) from inside to outside, surround the curtain cloth reinforced layer (3) on the inner glue layer, be attached to the mesoglea (4) on the curtain cloth reinforced layer, be attached to the varicosity layer (5) on the mesoglea, be attached to the hoop layer (6) on the varicosity layer and be attached to outermost outer glue-line (7), described inner glue layer (2), mesoglea (4) and outer glue-line (7) all are elastomeric material, and the varicosity layer is made by low-density varicosity material.
2, according to the self-floating mud pipe of claim 1, it is characterized in that: described varicosity layer (5) is made by the EVA material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN99228352U CN2380616Y (en) | 1999-05-17 | 1999-05-17 | Self-floating type mud-discharging pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN99228352U CN2380616Y (en) | 1999-05-17 | 1999-05-17 | Self-floating type mud-discharging pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2380616Y true CN2380616Y (en) | 2000-05-31 |
Family
ID=34017754
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN99228352U Ceased CN2380616Y (en) | 1999-05-17 | 1999-05-17 | Self-floating type mud-discharging pipe |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2380616Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011091564A1 (en) * | 2010-01-29 | 2011-08-04 | 蓬莱市运通橡塑化工有限公司 | Mud discharging pipe floater |
CN101713204B (en) * | 2008-09-29 | 2013-05-01 | 姜考成 | Dredge pipe buoy and production method thereof |
CN103822029A (en) * | 2014-01-24 | 2014-05-28 | 姜考成 | Dredge pipe used for dredging engineering and production method of dredging engineering |
CN105951915A (en) * | 2016-06-07 | 2016-09-21 | 姜考成 | Design method of self-floating type dredge pipe floating body and self-floating type dredge pipe floating body |
CN111485596A (en) * | 2019-01-25 | 2020-08-04 | 江苏太平橡胶股份有限公司 | Light self-floating rubber mud pipe |
-
1999
- 1999-05-17 CN CN99228352U patent/CN2380616Y/en not_active Ceased
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101713204B (en) * | 2008-09-29 | 2013-05-01 | 姜考成 | Dredge pipe buoy and production method thereof |
WO2011091564A1 (en) * | 2010-01-29 | 2011-08-04 | 蓬莱市运通橡塑化工有限公司 | Mud discharging pipe floater |
CN103822029A (en) * | 2014-01-24 | 2014-05-28 | 姜考成 | Dredge pipe used for dredging engineering and production method of dredging engineering |
CN103822029B (en) * | 2014-01-24 | 2015-11-25 | 姜考成 | A kind of sludge drainage pipe for dredging works and production method |
CN105951915A (en) * | 2016-06-07 | 2016-09-21 | 姜考成 | Design method of self-floating type dredge pipe floating body and self-floating type dredge pipe floating body |
CN111485596A (en) * | 2019-01-25 | 2020-08-04 | 江苏太平橡胶股份有限公司 | Light self-floating rubber mud pipe |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C35 | Partial or whole invalidation of patent or utility model | ||
IW01 | Full invalidation of patent right |
Decision date of declaring invalidation: 20060614 Decision number of declaring invalidation: 8486 |