CN206784477U - A kind of tilted tube structure for cutter suction dredger pipeline - Google Patents

A kind of tilted tube structure for cutter suction dredger pipeline Download PDF

Info

Publication number
CN206784477U
CN206784477U CN201720589234.3U CN201720589234U CN206784477U CN 206784477 U CN206784477 U CN 206784477U CN 201720589234 U CN201720589234 U CN 201720589234U CN 206784477 U CN206784477 U CN 206784477U
Authority
CN
China
Prior art keywords
branch pipe
pipe
pipeline
drainage
ring flange
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.)
Active
Application number
CN201720589234.3U
Other languages
Chinese (zh)
Inventor
刘昊
杨正军
余奇
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.)
CCCC Tianjin Dredging Co Ltd
CCCC Tianjin Harbour Engineering Co Ltd
CCCC Tianjin Port and Shipping Survey and Design Institute Co Ltd
CCCC TDC Yantai Environmental Protection Dredging Co Ltd
CCCC TDC Environmental Engineering Co Ltd
CCCC TDC Southern Communications Construction Co Ltd
CCCC Tianjin Dredging Engineering Co Ltd
Original Assignee
CCCC Tianjin Dredging Co Ltd
CCCC Tianjin Harbour Engineering Co Ltd
CCCC TDC Binhai Environmental Channel Dredging Co Ltd
CCCC Tianjin Port and Shipping Survey and Design Institute Co Ltd
CCCC TDC Yantai Environmental Protection Dredging Co Ltd
CCCC TDC Environmental Engineering Co Ltd
CCCC TDC Southern Communications Construction Co 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 CCCC Tianjin Dredging Co Ltd, CCCC Tianjin Harbour Engineering Co Ltd, CCCC TDC Binhai Environmental Channel Dredging Co Ltd, CCCC Tianjin Port and Shipping Survey and Design Institute Co Ltd, CCCC TDC Yantai Environmental Protection Dredging Co Ltd, CCCC TDC Environmental Engineering Co Ltd, CCCC TDC Southern Communications Construction Co Ltd filed Critical CCCC Tianjin Dredging Co Ltd
Priority to CN201720589234.3U priority Critical patent/CN206784477U/en
Application granted granted Critical
Publication of CN206784477U publication Critical patent/CN206784477U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Abstract

It the utility model is related to a kind of tilted tube structure for cutter suction dredger pipeline.Including the climbing pipes being obliquely installed, through connection has upper end pipeline, bottom through connection to have lower channel at the top of it, and in upper end, the outer end of pipeline is provided with upper flanges, and lower end flanges are provided with the outer end of lower channel;Through connection has drainage branch pipe on the pipeline of upper end, and through connection has backflow branch pipe, in addition to slush pump in lower channel, and its entrance is connected to drainage branch pipe by drainage pipe, outlet is connected to backflow branch pipe by reflux line;Ring flange is equipped with the outer end of drainage branch pipe, backflow branch pipe, drainage pipe and reflux line, the ring flange of drainage branch pipe docks connection with the ring flange of drainage pipe and is provided with seal washer therebetween, and the ring flange for the branch pipe that flows back docks connection with the ring flange of reflux line and is provided with seal washer therebetween;The jet pipe of straight pipe type is additionally provided with the outer end of reflux line, jet pipe is inserted into backflow branch pipe.

Description

A kind of tilted tube structure for cutter suction dredger pipeline
Technical field
It the utility model is related to a kind of tilted tube structure for cutter suction dredger pipeline.
Background technology
Inhale dredging Construction Technology field twisting, using the increasing particle sizes such as phase flow pipeline hydraulic transportation gravelly sand soil property when, gravelly sand is easy Duct bottom is deposited on, therefore needs to set higher flow velocity to reduce the deposition of gravelly sand in engineering.What is tilted upward In pipeline, gravelly sand is easily deposited in the position of pipeline climbing bottom, is easy to that plugging occurs in this place.Need to shut down after plugging into Row maintenance dredging, greatly affected the progress of construction and improves the cost input of engineering.Need to above-mentioned feed-line The improvement and trip optimization in structure are carried out, reduces the probability of happening of pipeline jam accident.
Utility model content
The utility model for solve technical problem present in known technology provide it is a kind of it is simple in construction, be easy to build, It is not easy the tilted tube structure for cutter suction dredger pipeline of plugging.
The utility model is adopted the technical scheme that to solve technical problem present in known technology:One kind is used to twist The tilted tube structure of absorbing dredge boat pipeline includes the climbing pipes being obliquely installed, on the top through connection of climbing pipes has End pipe road, bottom through connection have lower channel, and in upper end, the outer end of pipeline is provided with upper flanges, is set in the outer end of lower channel There are lower end flanges;Through connection has drainage branch pipe on the pipeline of upper end, and through connection has backflow branch pipe in lower channel, also wraps Slush pump is included, the entrance of slush pump is connected to drainage branch pipe by drainage pipe, and the outlet of slush pump is connected by reflux line To backflow branch pipe;It is all provided with outer end, the outer end of drainage pipe and the outer end of reflux line of the outer end of drainage branch pipe, the branch pipe that flows back There is ring flange, drain the ring flange of branch pipe and connection is docked with the ring flange of drainage pipe and is provided with seal washer therebetween, The ring flange of backflow branch pipe docks connection with the ring flange of reflux line and is provided with seal washer therebetween;In reflux line Outer end be additionally provided with the jet pipe of straight pipe type, jet pipe is inserted into backflow branch pipe.
The advantages of the utility model and good effect are:The utility model provides a kind of inclining for structure design advantages of simple Oblique pipeline configuration, including the climbing pipes being obliquely installed, pass through the upper end pipeline at the top of climbing pipes and climbing pipes bottom Lower channel between set and washed by water by drainage branch pipe, drainage pipe, slush pump, reflux line and the circulation that forms of backflow branch pipe Device, flushometer form closed-loop path with former pipeline, will not cause the increase of flow velocity in the pipeline of upper end, to overall pipeline system Feed flow agitation is rinsed to the gravelly sand in pipeline, effectively prevent pipeline jam accident without influence, circulating water flushing device.
Preferably:It is circular arc transition between climbing pipes and upper end pipeline, between climbing pipes and lower channel.
Preferably:Drain branch pipe and on the roof of crossover position and drain branch pipe positioned at climbing pipes and upper end pipeline between The inner is welded to connect with roof at this, and backflow branch pipe on the bottom wall of crossover position and returns between climbing pipes and lower channel The inner of stream branch pipe is welded to connect with bottom wall at this.
Preferably:Drain the centerline collineation of branch pipe, backflow branch pipe and climbing pipes three.
Preferably:Drain between the ring flange of branch pipe and the ring flange of drainage pipe, the ring flange for the branch pipe that flows back and backflow It is fixedly connected between the ring flange of pipeline using multiple bolts.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the enlarged section structural representation of part A in Fig. 1.
In figure:1st, upper flanges;2nd, upper end pipeline;3rd, branch pipe is drained;4th, drainage pipe;5th, climbing pipes;6th, backflow branch Pipe;7th, lower channel;8th, lower end flanges;9th, reflux line;10th, slush pump;11st, seal washer;12nd, bolt;13rd, jet pipe.
Embodiment
For invention, features and effects of the present utility model can be further appreciated that, hereby lift following examples and describe in detail It is as follows:
Fig. 1 and Fig. 2 are referred to, what the tilted tube structures slope of the present utility model for cutter suction dredger pipeline was set Climbing pipes 5, there are upper end pipeline 2, bottom through connection to have lower channel 7 in the top through connection of climbing pipes 5, in upper end The outer end of pipeline 2 is provided with upper flanges 1, and lower end flanges 8 are provided with the outer end of lower channel 7.
In the present embodiment, between climbing pipes 5 and upper end pipeline 2, between climbing pipes 5 and lower channel 7 be circular arc Shape transition.Climbing pipes 5, upper end pipeline 2 and the three of lower channel 7 can be obtained using same root metal pipe material through bending forming Arrive, can also split shaping be welded to connect again using curved pipe.Upper flanges 1 and lower end flanges 8 be used to connecting head end and The feed-line of end.
Through connection has drainage branch pipe 3 on upper end pipeline 2, and through connection has backflow branch pipe 6 in lower channel 7, also Including slush pump 10, the entrance of slush pump 10 is connected to drainage branch pipe 3 by drainage pipe 4, and the outlet of slush pump 10 is by returning Flow tube road 9 is connected to backflow branch pipe 6.Above-mentioned drainage branch pipe 3, drainage pipe 4, slush pump 10, reflux line 9 and backflow branch pipe 6 The flushometer of closed loop is constituted with feed-line, the fluid in upper end pipeline 2 is pumped into lower channel 7 by flushometer Inner chamber, jet flow agitation is carried out to the part that plugging easily occurs, the deposition of gravelly sand is reduced, reduces pipeline jam accident.
It is equal in the outer end of the outer end of drainage branch pipe 3, the flow back outer end of branch pipe 6, the outer end of drainage pipe 4 and reflux line 9 Provided with ring flange, the ring flange of drainage branch pipe 3 docks connection with the ring flange of drainage pipe 4 and is provided with sealing gasket therebetween Circle 11, the ring flange of backflow branch pipe 6 dock connection with the ring flange of reflux line 9 and are provided with seal washer 11 therebetween. In the present embodiment, drain between the ring flange of branch pipe 3 and the ring flange of drainage pipe 4, the ring flange and return duct of the branch pipe 6 that flows back It is fixedly connected between the ring flange in road 9 using multiple bolts 12.
In order to ensure the technique effect of injection agitation, the jet pipe 13 of straight pipe type, jet pipe are additionally provided with the outer end of reflux line 9 13 are inserted into backflow branch pipe 6, and the inner chamber of lower channel 7 is stretched into the end of jet pipe 13.
In the present embodiment, drainage branch pipe 3 on the roof of crossover position and draws between climbing pipes 5 and upper end pipeline 2 The inner of stream branch pipe 3 is welded to connect with roof at this, and flow back the crossover position between climbing pipes 5 and lower channel 7 of branch pipe 6 Bottom wall on and backflow branch pipe 6 the inner be welded to connect with bottom wall at this.
In the present embodiment, drainage branch pipe 3, backflow branch pipe 6 and the centerline collineation of the three of climbing pipes 5.

Claims (5)

1. a kind of tilted tube structure for cutter suction dredger pipeline, it is characterized in that:Including the climbing pipes being obliquely installed (5), upper end pipeline (2), bottom through connection have lower channel (7) in the top through connection of climbing pipes (5), in upper end The outer end of pipeline (2) is provided with upper flanges (1), and lower end flanges (8) are provided with the outer end of lower channel (7);Pipeline (2) in upper end Upper through connection has drainage branch pipe (3), and through connection has backflow branch pipe (6), in addition to slush pump in lower channel (7) (10), the entrance of slush pump (10) is connected to drainage branch pipe (3) by drainage pipe (4), and the outlet of slush pump (10) is by returning Flow tube road (9) is connected to backflow branch pipe (6);
In the outer of the outer end of drainage branch pipe (3), the outer end of backflow branch pipe (6), the outer end of drainage pipe (4) and reflux line (9) End is equipped with ring flange, and the ring flange of drainage branch pipe (3) docks connection with the ring flange of drainage pipe (4) and set therebetween There is seal washer (11), the ring flange of backflow branch pipe (6) docks connection with the ring flange of reflux line (9) and set therebetween There is seal washer (11);The jet pipe (13) of straight pipe type is additionally provided with the outer end of reflux line (9), jet pipe (13) is inserted into backflow branch Manage in (6).
2. it is used for the tilted tube structure of cutter suction dredger pipeline as claimed in claim 1, it is characterized in that:Climbing pipes (5) Between upper end pipeline (2), between climbing pipes (5) and lower channel (7) be circular arc transition.
3. it is used for the tilted tube structure of cutter suction dredger pipeline as claimed in claim 2, it is characterized in that:Drain branch pipe (3) On the roof of crossover position and the inner of drainage branch pipe (3) and roof at this between climbing pipes (5) and upper end pipeline (2) It is welded to connect, backflow branch pipe (6) is located between climbing pipes (5) and lower channel (7) on the bottom wall of crossover position and the branch that flows back The inner of pipe (6) is welded to connect with bottom wall at this.
4. it is used for the tilted tube structure of cutter suction dredger pipeline as claimed in claim 3, it is characterized in that:Drainage branch pipe (3), Flow back branch pipe (6) and the centerline collineation of climbing pipes (5) three.
5. it is used for the tilted tube structure of cutter suction dredger pipeline as claimed in claim 4, it is characterized in that:Drain branch pipe (3) Ring flange and drainage pipe (4) ring flange between, the ring flange of ring flange and the reflux line (9) of backflow branch pipe (6) it Between be fixedly connected using multiple bolts (12).
CN201720589234.3U 2017-05-24 2017-05-24 A kind of tilted tube structure for cutter suction dredger pipeline Active CN206784477U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720589234.3U CN206784477U (en) 2017-05-24 2017-05-24 A kind of tilted tube structure for cutter suction dredger pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720589234.3U CN206784477U (en) 2017-05-24 2017-05-24 A kind of tilted tube structure for cutter suction dredger pipeline

Publications (1)

Publication Number Publication Date
CN206784477U true CN206784477U (en) 2017-12-22

Family

ID=60713133

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720589234.3U Active CN206784477U (en) 2017-05-24 2017-05-24 A kind of tilted tube structure for cutter suction dredger pipeline

Country Status (1)

Country Link
CN (1) CN206784477U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109029912A (en) * 2018-07-16 2018-12-18 武汉理工大学 For studying the experimental provision of hydraulic fill pipeline aerating conveying

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109029912A (en) * 2018-07-16 2018-12-18 武汉理工大学 For studying the experimental provision of hydraulic fill pipeline aerating conveying
CN109029912B (en) * 2018-07-16 2020-02-07 武汉理工大学 Experimental device for be used for studying slurry pipeline air entrainment and carry

Similar Documents

Publication Publication Date Title
CN102619560B (en) Drainage and drainage method for long-distance reverse-slope tunnels
CN107217851A (en) Concrete filled steel tubular column concrete lift-up device for casting and its construction technology
CN206784477U (en) A kind of tilted tube structure for cutter suction dredger pipeline
CN104032709A (en) Silt prevention method for curves of urban rivers
CN206290502U (en) A kind of large aperture flow-controllable siphoning installation
CN210217745U (en) Anti-surging device of screw conveyor
CN106122122B (en) A kind of large aperture flow-controllable siphoning installation
CN106194256B (en) A kind of free-draining structure suitable for adverse slope tunnel
CN204418139U (en) The silt remover of intake of hydropower station
CN207144496U (en) Concrete filled steel tubular column concrete lift-up device for casting
CN212715142U (en) Movable water inlet with head positioned by upright post and float bowl
CN204899977U (en) A automatic sand removal device of pipeline that is used for tailings to fill thick liquid system that makes
CN103587956B (en) The segmentation of deep-sea mining circulating line promotes feedway
CN209082457U (en) A kind of plate down-the-hole gate breather pipe structure
CN210459271U (en) Fan jacket structure for offshore wind power
CN209724412U (en) A kind of tunnel drainage system in inrush during tunneling
CN207862874U (en) Hydraulic automatism subtracts silt system before a kind of overflow dam
CN212000956U (en) Water inlet gradual change section and steel pipe connection structure
CN109183742A (en) A kind of improved method and structure of plate down-the-hole gate snorkel
CN104480923A (en) Single-stage three-wire communicated ship lock
CN220013816U (en) Two-phase flow automatic split-flow clay ball and broken stone split-flow pipe device
CN207891863U (en) A kind of box unidirectional sluice pipe system of dredging work mire
CN212052645U (en) Water diversion and drainage bidirectional pressure tunnel
CN217399763U (en) A quick sand pumping device for steel cofferdam
CN212714847U (en) Movable water inlet positioned by head buoy

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address

Address after: Room 346, Chentang technology incubator, 17 Yujiang Road, Hexi District, Tianjin, 300221

Patentee after: CCCC (Tianjin) Dredging Engineering Co.,Ltd.

Patentee after: CCCC TIANJIN DREDGING Co.,Ltd.

Patentee after: CCCC-TDC ENVIRONMENTAL ENGINEERING Co.,Ltd.

Patentee after: CCCC TIANJIN DREDGING HARBOUR CONSTRUCTION ENGINEERING Co.,Ltd.

Patentee after: CCCC TIANJIN PORT & WATERWAY PROSPECTION & DESIGN RESEARCH INSTITUTE Co.,Ltd.

Patentee after: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd.

Patentee after: CCCC TDC ENVIRONMENTAL PROTECTION DREDGING Co.,Ltd.

Address before: Tianhang building, No.1, Zhongxin Road, Tanggu District, Tianjin 300450

Patentee before: CCCC-TDC BINHAI ENVIRONMENTAL CHANNEL DREDGING Co.,Ltd.

Patentee before: CCCC TIANJIN DREDGING Co.,Ltd.

Patentee before: CCCC-TDC ENVIRONMENTAL ENGINEERING Co.,Ltd.

Patentee before: CCCC TIANJIN DREDGING HARBOUR CONSTRUCTION ENGINEERING Co.,Ltd.

Patentee before: CCCC TIANJIN PORT & WATERWAY PROSPECTION & DESIGN RESEARCH INSTITUTE Co.,Ltd.

Patentee before: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd.

Patentee before: CCCC TDC ENVIRONMENTAL PROTECTION DREDGING Co.,Ltd.

CP03 Change of name, title or address