CN201347564Y - Mud pipe float - Google Patents

Mud pipe float Download PDF

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Publication number
CN201347564Y
CN201347564Y CNU2008202333714U CN200820233371U CN201347564Y CN 201347564 Y CN201347564 Y CN 201347564Y CN U2008202333714 U CNU2008202333714 U CN U2008202333714U CN 200820233371 U CN200820233371 U CN 200820233371U CN 201347564 Y CN201347564 Y CN 201347564Y
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CN
China
Prior art keywords
buoyancy aid
dredge pipe
pipe buoy
mud pipe
float
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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.)
Expired - Fee Related
Application number
CNU2008202333714U
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Chinese (zh)
Inventor
姜考成
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Individual
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Individual
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Priority to CNU2008202333714U priority Critical patent/CN201347564Y/en
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Publication of CN201347564Y publication Critical patent/CN201347564Y/en
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Expired - Fee Related legal-status Critical Current

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    • 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
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/20Accessories therefor, e.g. floats, weights
    • F16L1/24Floats; Weights
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F7/00Equipment for conveying or separating excavated material
    • E02F7/10Pipelines 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)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

The utility model discloses a mud pipe float, belonging to the technical field of mud pipe design and production in dredging projects. The utility model adopts the technical proposal that the mud pipe float is formed by connecting two semi-tubular float bodies, and is characterized in that the mud pipe float comprises a float body, wherein a sealed cavity in a hollow structure is arranged between the integrated inner wall layer and the outer wall layer of the float body. Compared with the background technology, the mud pipe float has the positive effects and characteristics of collision resistance, abrasion resistance, aging resistance, firm bonding, excellent temperature resistant performance, favorable wind wave impact resistance and bending resistance.

Description

A kind of dredge pipe buoy
Technical field
The utility model relates to the design and the manufacturing technology field of the mud delivery pipeline that uses in the dredging works, relates in particular to a kind of dredge pipe buoy.
Background technology
The mud delivery pipeline that mechanical dredging workss such as river course, navigation channel, basin are dredged deeply, harbour foundation trench all need the spoil disposal pipeline to be formed by connecting transports.As the mud pipe in the mud delivery pipeline, that uses so far has various self-floating metal, a nonmetal mud pipe always, also has by the metal mud pipe of pontoon supporting etc. multi-form.Increasing along with continuous progress in science and technology and mechanical dredging works amount, the product of strap-on supporting metal mud pipe is more and more, strap-on dredge pipe buoy is also had nothing in common with each other, at present be the medium density polyethylene buoyancy aid at the buoyancy aid that extensively uses, the shell of this buoyancy aid is made by medium density polyethylene, inner chamber filled high polymer expandability foamed material, two halfpipe buoyancy aid bodies connect as one by bolton, its advantage is corrosion-resistant, but its shortcoming is to use as easy as rolling off a log generation aging under the direct projection of sunshine, influence application life, not anti-collision and easily cracked, and cause buoyancy to descend, and mud pipe is sunk under water, cause much losses in the use.Therefore how designing also as those skilled in the art, processing and manufacturing goes out the buoyancy that can keep buoyancy aid, have ageing-resistant, anti-collision, shock resistance, wear-resistant, tear-resistant buoyancy aid again, remedy the deficiency in the background technology, this is a problem that needs to be resolved hurrily with the needs that satisfy mechanical dredging works mud delivery pipeline.
Summary of the invention
Goal of the invention of the present utility model is to improve disadvantages of background technology, and provide a kind of anti-collision, wear-resistant, tear-resistant, ageing-resistant, in conjunction with firmly, dredge pipe buoy that heat resistance is good.
For achieving the above object, the utility model is to adopt following technical scheme: a kind of dredge pipe buoy, it is to be formed by connecting by two semi-tubular buoyancy aid bodies, and its special character is that described dredge pipe buoy comprises that the buoyancy aid body is for establishing an airtight cavity that is hollow structure between the inner wall layer that connects one and the outer wall layer.
The utility model is compared with background technology has following obvious improvement and outstanding characteristics: the first owing to taked will be connected establishes a technical scheme that is the airtight cavity of hollow structure between the inner wall layer of one and the outer wall, thereby not only reach the further technical characteristic that has improved the buoyancy of buoyancy aid, and make the anti-collision ability of buoyancy aid, ageing-resistant, heat resistance is more excellent, setting up by the metal buoyancy aid between mud pipe and the buoyancy aid particularly, really make it become the integral body that combination is firm, the stretch-proof that has improved dredge pipe buoy described in the utility model greatly, shock resistance, resistant to bending strength character.It two is the utility model owing to be provided with the technical scheme of elastomeric layer and fibrae circulares casing play in the outer wall layer of buoyancy aid body, inner wall layer, reached and made between each layer of buoyancy aid body described in the utility model in conjunction with firm, improved the performance of wear-resistant, the tear-resistant intensity of buoyancy aid greatly with its good rigidity and hardness, prolong product application life, reduced the use cost of dredge pipe buoy.The inventor is in design process and carry out sample processing and small lot trial-production, has proved every performance indications numerical value of background technology head and shoulders above by self testing and destructive testing, and has prepared to deliver the quality examination center and further detect and provide report.This product is confirmed as the project of filling the domestic gaps through the retrieval of Shandong Province's information retrieval center.
Description of drawings
The structure of a kind of dredge pipe buoy of the utility model is provided by following accompanying drawing.
Fig. 1 is a structural representation of a kind of dredge pipe buoy of the utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is another structural representation of a kind of dredge pipe buoy of the utility model.
Fig. 4 is the A-A sectional view of Fig. 3.
Fig. 5 is a structural representation again of a kind of dredge pipe buoy of the utility model.
Fig. 6 is the A-A sectional view of Fig. 5.
The figure number description of symbols: 1-buoyancy aid body outer wall layer, 2-buoyancy aid body end, 3-buoyancy aid inner body wall layer, 4-bolt nest hole, airtight inner chamber, 6-end socket, 7-fibrae circulares skeleton, 8-elastomeric layer, 9-buoyancy aid body joint, 10-expandability sponge layer, the 11-of 5-strengthen hoop
The specific embodiment
Describe the concrete CONSTRUCTED SPECIFICATION of a kind of dredge pipe buoy of the utility model in detail and install and use process below in conjunction with accompanying drawing.
Embodiment 1: a kind of dredge pipe buoy (referring to accompanying drawing 1, accompanying drawing 2), it is to be formed by the bolton connection that interts in bolt nest hole 4 by two semi-tubular buoyancy aid bodies.The buoyancy aid body is to be processed through cutting by steel plate, it includes the buoyancy aid body end 2 of two halfpipe buoyancy aid body outer wall layers 1, two semicircular ring, two halfpipe buoyancy aid inner body wall layers 3, an integral body that processes by welding procedure, its buoyancy aid body outer wall layer 1 and buoyancy aid local terminal end 2 constitute an airtight cavity 5 that is hollow structure between the buoyancy aid inner body wall layer 3.More than constitute a static structure of a kind of dredge pipe buoy of present embodiment.
The technical scheme of the described a kind of dredge pipe buoy of present embodiment is applicable to the mud pipe that carries out mechanical dredging works on rivers, lake, harbour and other places and use, and operating environment is a little better, and wind and wave resistance, impact resistant capability require lower slightly operating condition.
Embodiment 2: a kind of dredge pipe buoy (referring to accompanying drawing 3, accompanying drawing 4), it is poor with operating environment, and inclement condition is a precondition, has wind and wave resistance, impact resistant capability is strong, and the activity duration is long etc., and multiple particular characteristic requires and a kind of dredge pipe buoy of design.Technical scheme described in the present embodiment is except that identical with embodiment 1, other difference has: whole one deck (can increase by 3 to the 5 layers as requested) fiber reinforcement 7 in the form of a ring at least that is wound with of the lateral surface of the outer wall layer 1 of two halfpipe buoyancy aids of first body, and be one with glue bonding blending, coat with the Thermoplastic Elastomer, Olefinic material again, the inner wall layer 3 of two halfpipe buoyancy aid body, buoyancy aid body joint 9 usefulness Thermoplastic Elastomer, Olefinic coat, thereby the formation buoyancy aid body outside is fastenedly connected the elastomeric layer 8 into one.It two is that buoyancy aid body end 2 prolongs vertically, sets up a conical head 6 (also available hemispherical, dished (torispherical) head) and is provided with the bolt nest hole 4 that Bolt Connection is used, to increase the seizing force of buoyancy aid body and spoil disposal body.More than constitute another static structure of a kind of dredge pipe buoy of the utility model.
Embodiment 3: a kind of dredge pipe buoy (referring to accompanying drawing 5, accompanying drawing 6), it is more abominable with operating environment and condition, multiple particular characteristics such as the ability that the requirement mud pipe has wind and wave resistance, impact resistance is strong, and uninterrupted working time is long require and a kind of dredge pipe buoy of design.Technical scheme described in the present embodiment is except that identical with embodiment 1, other difference mainly contains: the whole 3-5 of the being wound with layer of the lateral surface fiber reinforcement 7 in the form of a ring of the outer wall layer 1 of two halfpipe buoyancy aids of first body, buoyancy aid body joint 9, buoyancy aid inner body wall layer 3, and be one with glue bonding blending, vulcanize coating with vulcanized rubber material again, form the buoyancy aid body outside and be fastenedly connected to one and be the elastomeric layer 8 of stratiform thereby reach, its elastomeric layer 8 can also adopt polyurethane material as required.It two is that two intrinsic airtight cavitys 5 that are hollow structure of halfpipe buoyancy aid are loaded with the foam-filled material layer 10 of macromolecule.Three to be buoyancy aid body end 2 prolong along axial length for it, has additional an ellipsoidal head 6 (also can be spherical end socket) and be provided with bolt to connect with bolt nest hole 4, to increase the seizing force of buoyancy aid body and spoil disposal body.It four is for further strengthening the impact resistant capability of its buoyancy aid body, is provided with buoyancy aid and strengthens hoop 11 and connect with bolt in the groove of buoyancy aid body outer wall layer 1.For the resistance to corrosion that strengthens buoyancy aid reinforcement hoop 11 can be made of stainless steel material.More than constitute a static structure again of a kind of dredge pipe buoy of the utility model.
When dredge pipe buoy described in the utility model when coming into operation, select suitable classification, model specification for use, be transported to the job site separately according to environment for use and its specific (special) requirements, be transported to the scene after also can assembling.Only need two halfpipe dredge pipe buoys are got final product at the mud pipe assigned address by bolton, comprise other auxiliaries that to install simultaneously, as strengthening hoop 11 facilities such as grade.Because reliable more reasonably technical scheme has been adopted in the design of dredge pipe buoy described in the utility model, thereby it can satisfy the requirement of various conditions of work.

Claims (8)

1, a kind of dredge pipe buoy, it is to be formed by connecting by two semi-tubular buoyancy aid bodies, it is characterized in that described dredge pipe buoy comprises that the buoyancy aid body is for establishing an airtight cavity that is hollow structure between the inner wall layer that connects one and the outer wall layer.
2, dredge pipe buoy according to claim 1 is characterized in that the external surface of described buoyancy aid body also is provided with an elastomeric layer.
3, dredge pipe buoy according to claim 2 is characterized in that also being provided with in the described elastomeric layer fibrae circulares casing play.
4, dredge pipe buoy according to claim 1 is characterized in that can being provided with foam-filled material in the described sealed cavity.
5, dredge pipe buoy according to claim 1 and 2 is characterized in that the two ends of described buoyancy aid body also are provided with end socket.
6, dredge pipe buoy according to claim 2 is characterized in that described elastomeric layer is vulcanized rubber material layer or thermoplastic elastic material layer, also can be in the polyurethane material layer any.
7, dredge pipe buoy according to claim 1 and 2 is characterized in that also being provided with on the outer wall of described buoyancy aid body and strengthens hoop and connect with bolt.
8, dredge pipe buoy according to claim 5 is characterized in that described end socket is conical head or ellipsoidal head, also can be dished (torispherical) head, can also be in hemispherical head, the spherical end socket any.
CNU2008202333714U 2008-12-30 2008-12-30 Mud pipe float Expired - Fee Related CN201347564Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202333714U CN201347564Y (en) 2008-12-30 2008-12-30 Mud pipe float

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202333714U CN201347564Y (en) 2008-12-30 2008-12-30 Mud pipe float

Publications (1)

Publication Number Publication Date
CN201347564Y true CN201347564Y (en) 2009-11-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202333714U Expired - Fee Related CN201347564Y (en) 2008-12-30 2008-12-30 Mud pipe float

Country Status (1)

Country Link
CN (1) CN201347564Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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
CN103822029A (en) * 2014-01-24 2014-05-28 姜考成 Dredge pipe used for dredging engineering and production method of dredging engineering
CN103895819A (en) * 2014-03-13 2014-07-02 蓬莱市运通橡塑化工有限公司 Buoy used for overwater aids to navigation and production method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
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
CN102140811B (en) * 2010-01-29 2014-11-26 姜考成 Floating body of mud discharge pipe
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
CN103895819A (en) * 2014-03-13 2014-07-02 蓬莱市运通橡塑化工有限公司 Buoy used for overwater aids to navigation and production method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20091118

Termination date: 20141230

EXPY Termination of patent right or utility model