CN108560489A - Rapid intercepting pipe - Google Patents

Rapid intercepting pipe Download PDF

Info

Publication number
CN108560489A
CN108560489A CN201810337022.5A CN201810337022A CN108560489A CN 108560489 A CN108560489 A CN 108560489A CN 201810337022 A CN201810337022 A CN 201810337022A CN 108560489 A CN108560489 A CN 108560489A
Authority
CN
China
Prior art keywords
pipe
water
pin
rivers
nozzle
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.)
Pending
Application number
CN201810337022.5A
Other languages
Chinese (zh)
Inventor
贺健元
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201810337022.5A priority Critical patent/CN108560489A/en
Publication of CN108560489A publication Critical patent/CN108560489A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106Temporary dykes
    • E02B3/108Temporary dykes with a filling, e.g. filled by water or sand

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Pipe Accessories (AREA)

Abstract

A kind of rapid intercepting pipe that can intercept swift running water, it is in one of pipe weldering plus box, pin, renovates and be added in the top of pipe.Its stability mainly utilizes water mistake out of pipe, borrows penstock this main points.This method is not limited solely to the scarce dike of rivers and blocks up, and can be used for shutting off when rivers build dam.

Description

Rapid intercepting pipe
Technical field
The present invention relates to block apparatus is quickly cut when a kind of rivers lack dike, quickly cutting for stifled high Large Water can be especially cut Flow tube.
Background technology
Since ancient times, it is common occurrence that rivers, which lack dike, and the floods of China's the year before last cause many places river levee notch, seen on TV To several and swift running water hard blocking method:When piling column, second is that being reached notch together with the truck of fully loaded stone and vehicle and being gone It is stifled, it has blocked up 13 trucks there are one notch and has not also blocked.If the Changjiang river, the canal on embankment of especially the Yellow River has once been determined mouth, The huge impulse force of that high water level, with the present method of blocking up be do not think it is stifled live.That harm can be a piece of Huang of a thousand li vast sea.
Invention content
Rivers lack dike and block up that be most difficult to is that missile is easily washed away by swift running water, and to solve this problem, the present invention provides one Kind rapid intercepting pipe, the pipe can not only cut the big high Large Water of stifled impulse force.And it is easy to use, but it is few to stablize filler, materials.
The technical solution adopted by the present invention to solve the technical problems is:Shutting off on nozzle plus box, pin, is renovating. When blocking up, as long as rapid intercepting pipe is put into notch, allows water mistake out of pipe, the impulse force of water is allowed to be changed to the gravity of pressure pipe, It bankets on pipe again, is no pool above pipe, is filled up to dike face, overturning is renovated, nozzle can seal, then renovate outer be filled with As soon as layer soil can achieve the purpose that rapid intercepting.
Stability of this intercepting sewer in swift running water, in addition to pin, 1, be utilize water mistake out of pipe, with the gravity pressure of water Guan such as 10 meters of pipe range, the weight of 2 meters of diameter, this Guan Shui is exactly 31 tons, and rushing for water can be just resisted completely with such weight Power, this is water-control, and separately because nozzle is along water (flow) direction, nozzle front face area is few, so resistance very little;2, it is managed after sealing Interior water outflow, pipe lightens, and at this moment by soil pressure pipe, is sealed afterwards so first to banket.1-3 meters of the diameter of pipe, length is according to various regions river The width of dike levee toe customizes, of different sizes because of various regions rivers, just can only providing method, without data.
The beneficial effects of the invention are as follows:1, stability is good, and no matter how anxious flow is, also rushes to walk intercepting sewer and filler;2, because It is few that pipe accounts for void fillers dosage;3, speed is fast;4, saving of labor is again light;5, rapid intercepting pipe is used multiple times.
Description of the drawings
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is inventive pipeline mouth front schematic view.
Fig. 2 is the side view of Fig. 1.
In Fig. 1:1, pipeline opening;2, box;3, pin;4, it renovates;5, run-on point.
In Fig. 2:1, pipeline;2, box;3, it renovates;4, run-on point;5, pin;6, rubber;7, vertical line;8, pipeline opening; 9, water (flow) direction;10, rotation direction is renovated.
Attached drawing schematic illustration
Fig. 1 be indicate to add in pipeline opening renovate, box and pin, its respective effect is that box is to be kept out when sealing Water is to renovating and the pressure of filler, and pin is to increase stabilization, and play major stable is water mistake out of pipe, with hydraulic pressure Pipe.
Fig. 2 is the side view of Fig. 1, main to indicate the length how sealed with box renovated, (one meter), and the rubber renovated is It is sealed for line up after sealing.To keep out pressure of the water to lid, so will renovate the back of the body makes arch form.
Specific implementation mode:
In Fig. 1:Box 2, pin 3 are renovated 4 and are connect with pipeline opening 1, and box 2 is the pressure that water is kept out after sealing, pin 3 play the stabilization for increasing pipe in torrent.
In the embodiment depicted in figure 2,3 tops being located at before nozzle 8 are renovated, as long as will renovate 3 when shutting off climbs over vertical line 7, nozzle will be shifted to automatically by renovating, in addition the thrust of water, nozzle are just enclosed, stability of the pipe in torrent is mainly sharp With water out of pipe mistake, borrow penstock.Soil must be first filled up when use on pipe to seal again, that is, side puts tube edge and bankets, and puts pipe When nozzle to be aligned, draw close, pipe is booked notch always, soil is filled up to dike face on pipe.It bankets again after must not first sealing.
All renovate must put down simultaneously in notch when being separately sealing.It bankets immediately before nozzle after sealing.Entire notch Nozzle banket and must be completed in tens seconds.

Claims (1)

1. a kind of rapid intercepting pipe, one of pipe, renovate, box, pin are linked in sequence, it is characterized in that:Box, pin welding Before nozzle, the top for being located at nozzle is renovated.
CN201810337022.5A 2018-04-01 2018-04-01 Rapid intercepting pipe Pending CN108560489A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810337022.5A CN108560489A (en) 2018-04-01 2018-04-01 Rapid intercepting pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810337022.5A CN108560489A (en) 2018-04-01 2018-04-01 Rapid intercepting pipe

Publications (1)

Publication Number Publication Date
CN108560489A true CN108560489A (en) 2018-09-21

Family

ID=63535217

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810337022.5A Pending CN108560489A (en) 2018-04-01 2018-04-01 Rapid intercepting pipe

Country Status (1)

Country Link
CN (1) CN108560489A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3938548A (en) * 1973-05-02 1976-02-17 Coplastix Limited Fluid flow control valves
CN203463790U (en) * 2013-09-13 2014-03-05 廖远兰 Pipeline fixing device
CN204919482U (en) * 2015-08-21 2015-12-30 浙江省水利水电勘测设计院 Utilize steel pipe to clap quick block structure of diversion tunnel of door

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3938548A (en) * 1973-05-02 1976-02-17 Coplastix Limited Fluid flow control valves
CN203463790U (en) * 2013-09-13 2014-03-05 廖远兰 Pipeline fixing device
CN204919482U (en) * 2015-08-21 2015-12-30 浙江省水利水电勘测设计院 Utilize steel pipe to clap quick block structure of diversion tunnel of door

Similar Documents

Publication Publication Date Title
CN104963322B (en) A kind of key water control project facility
CN204326055U (en) Navigation channel bank slope combined type horizontal drain hole
CN206438471U (en) Protection slope
CN103114553B (en) Earth and rockfill dam piping burst field test method
CN110761307B (en) Earth-rock cofferdam water seepage treatment structure and construction method
CN113430990B (en) Emergency rescue pipe fitting for piping accident of dam and rescue method
CN210177470U (en) Plugging structure for diversion tunnel
CN103643690A (en) Deep foundation pit exploration hole water burst treatment method
CN104264636A (en) Technology for using siphons to lower or control barrier lake level
CN112962533B (en) Self-seeking embankment leakage blocking device and method
CN104213562A (en) Plugging device of grouting hole and using method thereof
CN101892649A (en) Project and method for preventing and controlling flood and drought
CN108560489A (en) Rapid intercepting pipe
CN206143722U (en) Canal lining restores pipe laying water delivery and formula foundation ditch is cuted in cofferdam
CN203646217U (en) Irrigation system device
CN105604075A (en) Easily-restored temporary dock entrance cofferdam construction method and cofferdam structure
CN215629756U (en) Plugging device for quickly plugging piping
CN207597377U (en) Water conservancy and hydropower lining for building discharge structure
CN102493810A (en) Grouting construction process of pipeline inclined shaft engineering
CN206844136U (en) Closure high speed, big flow move the flow control system of water karst
CN210636421U (en) Underwater hollowing defect repairing device for navigation wall pile foundation of ship lock on gravel layer foundation
CN105603942B (en) Dykes and dams super standard flood flood diversion siphon pipe band
CN210887095U (en) Flood control dam for hydraulic engineering
CN208917763U (en) Well is enclosed in a kind of anti-piping
CN210561999U (en) Dam large-depth water leakage rapid plugging grouting spray head

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180921