CN110261040A - Universal steel pipe bulge test device and its operating method - Google Patents
Universal steel pipe bulge test device and its operating method Download PDFInfo
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- CN110261040A CN110261040A CN201910633667.8A CN201910633667A CN110261040A CN 110261040 A CN110261040 A CN 110261040A CN 201910633667 A CN201910633667 A CN 201910633667A CN 110261040 A CN110261040 A CN 110261040A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 110
- 239000010959 steel Substances 0.000 title claims abstract description 110
- 238000012360 testing method Methods 0.000 title claims abstract description 66
- 238000011017 operating method Methods 0.000 title claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 34
- 238000007599 discharging Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 46
- 230000007306 turnover Effects 0.000 claims description 43
- 238000013461 design Methods 0.000 claims description 15
- 238000010079 rubber tapping Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 12
- 239000002184 metal Substances 0.000 claims description 11
- 229910052751 metal Inorganic materials 0.000 claims description 11
- 230000000087 stabilizing effect Effects 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 230000008569 process Effects 0.000 claims description 6
- 238000010438 heat treatment Methods 0.000 claims description 3
- 230000013011 mating Effects 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 2
- 238000000151 deposition Methods 0.000 claims 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000002706 hydrostatic effect Effects 0.000 abstract description 2
- 230000007246 mechanism Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000001514 detection method Methods 0.000 description 4
- 230000003028 elevating effect Effects 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/04—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
- G01N3/12—Pressure testing
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Abstract
The present invention relates to steel pipe hydrostatic tester tool technical fields, more particularly to a kind of universal steel pipe bulge test device and its operating method, its structure includes stamper, charging siding track, discharging siding track and hydraulic pressure system, the stamper is set to suppressing on position between charging siding track and discharging siding track, and hydraulic pressure system is connected with stamper;The stamper includes portal frame, tube head seal receptacle and pipe tail seal receptacle, the tube head seal receptacle and pipe tail seal receptacle are connected on two heel posts of portal frame through hydraulic cylinder and vertical sliding respectively, it is respectively equipped with the sealing ring that multiple groups are arranged concentrically on the tube head seal receptacle and pipe tail seal receptacle, the size of certain group sealing ring matches with certain specification nominal diameter of steel pipe.Compared with prior art, the beneficial effects of the present invention are: 1) being able to satisfy the batch hydraulic pressure test of certain length scaling spiral welded pipe, several specification steel pipes are general;2) meet conventional suppress to require, it can be achieved that working continuously.
Description
Technical field
The present invention relates to steel pipe hydrostatic tester tool technical field more particularly to a kind of universal steel pipe bulge test devices
And its operating method.
Background technique
Pipeline is widely used in the every field such as petroleum, chemical industry, ship, machine-building, the energy, geology, in petroleum set
More stringent to its quality requirement in the application such as pipe and delivery pipe, steel pipe can generate pit, folding, slight crack during production
Or the defects of de- muscle, these defects can bring unnecessary loss in use, therefore, require in many applications to steel pipe
Water pressure generation detects before being dispatched from the factory.
The process of water pressure generation detection is: 1) 10min is observed under test pressure, pressure drop should not exceed 0.02MPa, then
It drops to operating pressure to be checked, answers no seepage and no leakage.2) when pipeline boosts, the gas of pipeline should be excluded, in boost process, when
It was found that spring pressure ga(u)ge indicator swings, is unstable, and when boosting slower, boost again after should being vented again;3) boosting should be classified, every liter
Level-one should check back, buttress, pipe shaft and interface, when phenomenon without exception, be further continued for boosting;4) during the water pressure test, after
Back is shored, and pipe ends forbid the people that stands;5) when the water pressure test, forbid pipe shaft, interface to be beaten or repaired defect, meet scarce
When falling into, label should be made, is repaired after release.
The Chinese invention patent that number of patent application is 201410392609.8 discloses a kind of steel pipe device for detecting water pressure, wraps
Including rack;The left clamp system of steel pipe and steel pipe water injecting mechanism, are located at the left end of rack;The right clamp system of steel pipe and port of steel pipe envelope
Mechanism is closed, the right end of rack is located at;The left elevating mechanism of steel pipe and the right elevating mechanism of steel pipe, the left elevating mechanism of steel pipe are corresponding to steel
The position on the right side of the left clamp system of pipe is supported on terrace, and the right elevating mechanism of steel pipe is on the right side for corresponding to the right clamp system of steel pipe
The position of side is supported on terrace;Steel tube traction machine structure, the steel tube traction machine structure are supported in the position for corresponding to the middle part of rack
In on terrace.It is satisfied the steel pipe complete detection that steel pipe's production manufacturer produces it with detection efficiency height, avoids the occurrence of
The overstocked phenomenon of steel pipe to be checked;Mitigate the operation intensity of on-line checking personnel and ensures safety;Be conducive to steel pipe's production manufacturer pair
The quality of its steel pipe produced is controlled, and the phenomenon that underproof flaw steel pipe is unworthily moved in qualified steel pipe is prevented.
Summary of the invention
The object of the present invention is to provide a kind of universal steel pipe bulge test device and its operating methods, overcome the prior art
Deficiency, meet the batch hydraulic pressure test of cut lengths spiral welded pipe, several diameter specifications steel pipes are general, and two seal heads are removable
Moving centering and engaging with steel tube end part makes steel duct form closed cavity, and water filling is automatic simultaneously to be vented, and after gas emptying, closes
Drain tap, program is suppressed in execution, after hydraulic test pressure reaches 1.4 times of design pressure, pressure maintaining 30 minutes, and as nothing is let out
Leakage, then release water in steel pipe, off-test, if any leakage, marks in corresponding position, will after the completion of whole leak sources mark
Water is released, and steel pipe removes, and continues to test next steel pipe.
To achieve the above object, the invention is realized by the following technical scheme:
Technical solution one: universal steel pipe bulge test device, structure include stamper, charging siding track, discharging siding track
And hydraulic pressure system, the stamper is set to charging siding track suppressing on position between the siding track that discharges, it hydraulic pressure system and beats
Press is connected;The stamper includes portal frame, tube head seal receptacle and pipe tail seal receptacle, and the tube head seal receptacle and pipe tail are close
Envelope seat is connected on two heel posts of portal frame through hydraulic cylinder and vertical sliding, the tube head seal receptacle and pipe tail seal receptacle
On be respectively equipped with the sealing ring that multiple groups are arranged concentrically, be respectively provided with a drainpipe on the downside of every group of sealing ring of tube head seal receptacle,
Drain valve is connected outside drainpipe;An exhaust pipe, the inside of exhaust pipe are respectively provided on the upside of every group of sealing ring of pipe tail seal receptacle
It is bent upwards and is opened on the inner wall high point of steel pipe to be suppressed, the outside of exhaust pipe connects exhaust valve;The size of certain group sealing ring
Match with certain specification nominal diameter of steel pipe;The hydraulic pressure system includes water pump, sink, valve and pipeline, and water pump output end is logical
It crosses pipeline connecting pipe tail seal receptacle and exports in the center of pipe tail seal receptacle.
The sealing ring includes cone rubber seat ring and lip sealing ring, in the cone rubber seat ring circumferentially uniformly
Equipped with 3 ~ 4 metal flip bodies, the metal overturning body section is L shape, including bottom edge, long side and inflection point, and bottom edge is located at cone
In shape rubber seat ring, long side is located in lip sealing ring, and the bottom edge connects compressed spring, by pin between inflection point and metal backing
Nail is hinged.
Described suppress is set on position there are two V-arrangement hydraulic bracket, and two V-arrangement hydraulic bracket one is located at tube head seal receptacle side,
Another is located at pipe tail seal receptacle side, and the V-arrangement hydraulic bracket of pipe tail seal receptacle side is higher than the V-arrangement hydraulic bracket of tube head seal receptacle side
10~20mm。
The charging siding track is equipped with the area Hou Liao, and the interorbital in the area Hou Liao is equipped with 1 ~ 2 time and expects turnover panel, waits material turnover panel
One end connects hinged shaft, and the other end is connected with the piston end for waiting material actuating cylinder.
The exit side rail end is equipped with buffer area, and the interorbital of buffer area is equipped with 1 ~ 2 caching turnover panel, caches turnover panel
One end connect hinged shaft, the other end with cache actuating cylinder piston end be connected.
The vertical sliding is equipped with nut, the nut and the mating connection of ball-screw, the both ends of ball-screw and dragon
The column of door frame is connected by bearing block, and the end of the ball-screw is connected with slide motor, the vertical sliding and vertical
Column also passes through dovetail groove guide rail and connects.
The position of suppressing is equipped with tapping turnover panel, and the one end for turnover panel of tapping connects hinged shaft, the other end and actuating cylinder of tapping
Piston end is connected.
Technical solution two: the operating method of universal steel pipe bulge test device, specific steps are as follows:
1) steel pipe to be suppressed is hung by crane is sent to the area Hou Liao, waits material turnover panel movement, the steel pipe to be suppressed in the area Shi Houliao is along feed side
Track is rolled to suppressing position;
2) suppress on position V-arrangement hydraulic bracket to rise, steel pipe to be suppressed held up, steel pipe both ends to be suppressed respectively with tube head seal receptacle
In place with the sealing ring on pipe tail seal receptacle, hydraulic cylinder stretches out, and makes tube head seal receptacle and pipe tail seal receptacle steel pipe jail to be suppressed
It clamps in jail;
3) before to the water filling of hydraulic pressure system pipe network, drain valve is closed, exhaust valve is opened, the injecting process slowly boosts, and rate of pressure rise is answered
Control is no more than 0.1MPa/ minutes per minute, when water filling observe wait suppress the weld seam on steel pipe whether leak;
When the design work pressure wait suppress steel pipe is equal to or less than 1.0MPa, water pressure test for strength pressure should be design work
1.5 times of pressure, and not lower than 1.4MPa;When system design work pressure is greater than 1.0MPa, water pressure test for strength pressure
It should be the operating pressure and add 0.4MPa;
4) after hydraulic pressure system reaches test pressure, 30 ~ 45min of pressure stabilizing, pipe network answers No leakage, without deformation, and pressure drop is not answered
Greater than 0.05MPa, it is considered as steel pipe No leakage to be suppressed;
5) drain valve on tube head seal receptacle is opened, will be all discharged wait suppress the water in steel pipe;
6) hydraulic cylinder retracts, and tube head seal receptacle and pipe tail seal receptacle respectively retreat and steel pipe to be suppressed discharged, tapping turnover panel movement,
Push the steel pipe after suppressing to the siding track that discharges, steel pipe is rolled to buffer area along discharging siding track, and caching turnover panel movement makes steel pipe
Buffer area is rested on, until crane handling is walked.
When environment temperature is lower than 5 DEG C when the water pressure test, hydraulic pressure system does antifreezing measures using heating device.
The hydraulic pressure system carries out that water should be carried out after water pressure test for strength and pipe network wash are qualified before water filling suppresses test
Press leak test, it is desirable that test pressure should be design work pressure, and No leakage is answered in pressure stabilizing for 24 hours.
Compared with prior art, the beneficial effects of the present invention are: 1) being able to satisfy the batch water of certain length scaling spiral welded pipe
Pressure test, the close steel pipe of several specifications is general, and both sides sealing seat is removable, convenient to position to the heart, and seal receptacle connects with steel tube end part
Conjunction makes steel duct form closed cavity, suppresses program automatically;2) detection process is suppressed suitable for spiral welded pipe, met conventional
Requirement is suppressed, it can be achieved that working continuously.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the embodiment of the present invention.
Fig. 2 is the A direction view of Fig. 1.
Fig. 3 is in Fig. 2 along line B-B partial sectional view.
Fig. 4 is tube head seal receptacle sealing ring schematic cross-section of the present invention.
Fig. 5 is pipe tail seal receptacle sealing ring schematic cross-section of the present invention.
Fig. 6 is off working state sealing ring form schematic diagram.
Fig. 7 is reverse turning bed structure schematic diagram of the present invention.
Fig. 8 is V-arrangement hydraulic bracket structural schematic diagram of the present invention.
In figure: 1- stamper, 2- charging siding track, 3- discharging siding track, 4- hydraulic pressure system, 5- hydraulic cylinder, 6- are vertically slided
Seat, 7- column, 8- sealing ring, 9- drainpipe, 10- drain valve, 11- portal frame, 12- tube head seal receptacle, 13- pipe tail seal receptacle,
14-V shape hydraulic bracket, 15- wait material turnover panel, and 16- caches turnover panel, 17- tapping turnover panel, 18- metal backing, 19- pin, 20- row
Tracheae, 21- steel pipe to be suppressed, 22- exhaust valve, 23- hinged shaft, 24- turnover panel, 25- actuating cylinder, 26- nut, 27- ball-screw,
28- bearing block, 29- slide motor, 30- dovetail groove guide rail, 31- stop turnover panel, 32-V shape bracket, 33- hydraulic cylinder, 81- cone
Shape rubber seat ring, 82- lip sealing ring, 83- metal flip body, 84- compressed spring.
Specific embodiment
Embodiments of the present invention are described further below with reference to embodiment:
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " connected ",
" connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can be
It is connected directly, it can also be indirectly connected through an intermediary.It for the ordinary skill in the art, can be with concrete condition
Understand the concrete meaning of above-mentioned term in the present invention.
See Fig. 1-Fig. 6, is the universal steel pipe bulge test device example structure schematic diagram of the present invention, including stamper 1,
Siding track 2, discharging siding track 3 and hydraulic pressure system 4 are fed, stamper 1 is set between charging siding track 2 and discharging siding track 3
Suppress on position, hydraulic pressure system 4 is connected with stamper 1;Stamper 1 includes that portal frame 11, tube head seal receptacle 12 and pipe tail are close
Seal seat 13, tube head seal receptacle 12 and pipe tail seal receptacle 13 through hydraulic cylinder 5 and vertical sliding 6 be connected to portal frame it is two edge-on
On column 7, vertical sliding 6 is equipped with nut 26, nut and the mating connection of ball-screw 27, and the both ends of ball-screw and column 7 are logical
It crosses bearing block 28 to be connected, the end of ball-screw is connected with slide motor 29, and vertical sliding 6 and column 7 also pass through dovetail groove
The matching connection of guide rail 30.The sealing ring 8 that multiple groups are arranged concentrically, tube head are respectively equipped on tube head seal receptacle 12 and pipe tail seal receptacle 13
It is respectively provided with a drainpipe 9 on the downside of every group of sealing ring on seal receptacle 12, connects drain valve 10 outside drainpipe;Pipe tail seal receptacle
It is respectively provided with an exhaust pipe 20 on the upside of every group of sealing ring on 13, is bent upwards on the inside of exhaust pipe and is opened on steel to be suppressed
The outside of the inner wall high point of pipe 21, exhaust pipe 20 connects exhaust valve 22, and the size and certain specification steel pipe nominal of certain group sealing ring are straight
Diameter matches;Hydraulic pressure system 4 includes water pump 41, sink 42, valve 43 and pipeline 44, and 41 output end of water pump is connected by pipeline 44
Pipe tail seal receptacle 13 is simultaneously exported in the center of pipe tail seal receptacle.Charging siding track 2 and discharging siding track 3 can be according to circumstances arranged
10mm/ meters of tilt angle can not only be such that steel pipe freely rolls, but also be unlikely to speed and be unable to control fastly very much.
Sealing ring 8 includes cone rubber seat ring 81 and lip sealing ring 82, in cone rubber seat ring 81 circumferentially uniformly
Equipped with 3 ~ 4 metal flip bodies 83, it is L shape that metal, which overturns body section, including bottom edge a, long side b and inflection point c, bottom edge a are located at
In cone rubber seat ring 81, long side b is located in lip sealing ring 82, bottom edge a connection compressed spring 84, inflection point c and metal backing
It is hinged by pin 19 between 18.When device is in off working state, lip sealing ring 82 is former because of the position of metal flip body 83
Because inwardly collapsing, conveniently steel pipe to be suppressed is in place, is avoided that when steel pipe is in place and causes sealing ring to damage with lip sealing ring scraping
It is bad.
The feeding side for feeding siding track 2 is equipped with the area Hou Liao, and the interorbital in the area Hou Liao is equipped with 2 times and expects turnover panel 15, waits material and turn over
One end of plate connects hinged shaft, and the other end is connected with the piston end for waiting material actuating cylinder.The effect for waiting material turnover panel 15 is to block time
The steel pipe to be suppressed for expecting area, lets pass one by one when needed.The head end of discharging siding track 3 is additionally provided with stop turnover panel 31, makees
Be to scroll through come steel pipe to be suppressed limit, rest on it and suppress position.
3 tail end of siding track that discharges is equipped with buffer area, and the interorbital of buffer area is equipped with 2 caching turnover panels 16, caches turnover panel
One end connects hinged shaft, and the other end is connected with the piston end of caching actuating cylinder.The effect of turnover panel 16 is cached when having suppressed
When steel pipe enters buffer area, limitation steel pipe continues to roll, and waits crane handling.
The feeding side for suppressing position is additionally provided with tapping turnover panel 17, and the one end for turnover panel of tapping connects hinged shaft, and the other end and tapping are dynamic
The piston end for making cylinder is connected.Tapping turnover panel 17 effect be when steel pipe suppress position complete suppress after, push steel pipe to delay
Deposit area's rolling.
In embodiment, Fig. 7 is seen, the structure for waiting material turnover panel 15, caching turnover panel 16, tapping turnover panel 17 and stop turnover panel 31 is homogeneous
It together, include hinged shaft 23, turnover panel 24, actuating cylinder 25, turnover panel 24 is hinged with ground fixture by hinged shaft, the work of actuating cylinder 25
Plug end is connected with the back of end plate, and when actuating cylinder 25 acts, turnover panel 24 can be erected or is laid flat, and realizes the limitation to steel pipe
Or it lets pass.
See Fig. 8, suppresses and set on position there are two V-arrangement hydraulic bracket 14, two V-arrangement hydraulic bracket one is located at tube head seal receptacle
12 sides, another is located at 13 side of pipe tail seal receptacle, the V-arrangement liquid of the V-arrangement hydraulic bracket of pipe tail seal receptacle side than tube head seal receptacle side
High 10 ~ the 20mm of pressure bracket, structure are made of the V-arrangement bracket 32 on top and the hydraulic cylinder 33 of bottom, the lifting of V-arrangement bracket 32
It is controlled to adjust by hydraulic cylinder 33.
The operating method of the universal steel pipe bulge test device of the present invention, specific steps are as follows:
1) steel pipe 21 to be suppressed is hung by crane is sent to the area Hou Liao, waits material turnover panel 15 and acts, the area Shi Houliao steel pipe to be suppressed is along charging
Siding track is rolled to suppressing position;
2) it suppresses V-arrangement hydraulic bracket 14 on position to rise, steel pipe be held up, steel pipe both ends are close with tube head seal receptacle 12 and pipe tail respectively
The sealing ring 8 sealed on seat 13 is in place, and hydraulic cylinder 5 stretches out, and makes tube head seal receptacle 12 and pipe tail seal receptacle 13 steel pipe 21 to be suppressed
Firmly clamp;
3) before to the water filling of 4 pipe network of hydraulic pressure system, drain valve 10 is closed, exhaust valve 22 is opened, the injecting process slowly boosts, boosting speed
Rate should be controlled to be no more than 0.1MPa/ minute per minute, observe when water filling steel pipe seam whether leak;
When the design work pressure wait suppress steel pipe 21 is equal to or less than 1.0MPa, water pressure test for strength pressure should be design work
1.5 times for making pressure, and not lower than 1.4MPa;When system design work pressure is greater than 1.0MPa, water pressure test for strength pressure
Power should be the operating pressure and add 0.4MPa;
4) after hydraulic pressure system 4 reaches test pressure, 30 ~ 45min of pressure stabilizing, pipe network answers No leakage, without deformation, and pressure drop is not answered
Greater than 0.05MPa, it is considered as 21 No leakage of steel pipe to be suppressed;
5) drain valve 22 on tube head seal receptacle 12 is opened, the water in the steel pipe for having beaten pressure is all discharged;
6) hydraulic cylinder 5 retracts, and tube head seal receptacle 12 and pipe tail seal receptacle 13 respectively retreat and steel pipe discharged, and tapping turnover panel 17 is dynamic
To make, pushes the steel pipe for having beaten pressure to the siding track 3 that discharges, steel pipe is rolled to buffer area along discharging siding track, and caching turnover panel 16 acts,
Steel pipe is set to rest on buffer area, until crane handling is walked.
When the water pressure test, environment temperature is lower than 5 DEG C, hydraulic pressure system 4 need to do antifreezing measures using heating device.
Hydraulic pressure system carries out that it is tight hydraulic pressure should be carried out after water pressure test for strength and pipe network wash are qualified before water filling suppresses test
Tightness test, it is desirable that test pressure should be design work pressure, and No leakage is answered in pressure stabilizing for 24 hours.
Before the present invention suppresses test, first the pipe network to hydraulic pressure system 4 and valve do water pressure test for strength to need and air pressure is tight
Property test, to guarantee the accurate of test result, its step are as follows:
1) water pressure test for strength pressure is 1.5 times of design of pipe networks operating pressure;Air pressure leak test pressure is design work
Pressure;
2) when carrying out water pressure test for strength, water temperature should be not less than 5 DEG C, and pressure stabilizing is no less than 1min after reaching test pressure, and range estimation is answered
Without deformation;
3) air pressure leak test should carry out after water pressure test for strength, and air or nitrogen can be used in test(ing) medium, test appropriate to the occasion
Subject component is put into sink, after reaching test pressure, pressure stabilizing is no less than 5min, and bubble-free is answered to generate;
4) it after assembly test is qualified, should dry in time, and close all exposed interfaces.
Embodiment described above is only purpose, the technical scheme and beneficial effects for the present invention will be described in detail and the tool chosen
Body example, but should in no way limit the protection scope of invention, it is all without violating the spirit and principles of the present invention, it is made
Various modifications, equivalent replacement and improvement should all be fallen under the scope of the present invention.
Claims (10)
1. universal steel pipe bulge test device, structure includes stamper, charging siding track, discharging siding track and hydraulic pressure system
System, the stamper are set to suppressing on position between charging siding track and discharging siding track, and hydraulic pressure system is connected with stamper
It connects;The stamper includes portal frame, tube head seal receptacle and pipe tail seal receptacle, and the tube head seal receptacle and pipe tail seal receptacle are through liquid
Cylinder pressure and vertical sliding are connected on two heel posts of portal frame, are set respectively on the tube head seal receptacle and pipe tail seal receptacle
There is the sealing ring that multiple groups are arranged concentrically, be respectively provided with a drainpipe on the downside of every group of sealing ring of tube head seal receptacle, outside drainpipe
Connect drain valve;It is respectively provided with an exhaust pipe on the upside of every group of sealing ring of pipe tail seal receptacle, is bent upwards on the inside of exhaust pipe
And it is opened on the inner wall high point of steel pipe to be suppressed, the outside of exhaust pipe connects exhaust valve;The size and certain specification of certain group sealing ring
Nominal diameter of steel pipe matches;The hydraulic pressure system includes water pump, sink, valve and pipeline, and water pump output end is connected by pipeline
Adapter tube tail seal receptacle is simultaneously exported in the center of pipe tail seal receptacle.
2. universal steel pipe bulge test device according to claim 1, which is characterized in that the sealing ring includes taper
Rubber seat ring and lip sealing ring are circumferentially uniformly provided with 3 ~ 4 metal flip bodies, the gold in the cone rubber seat ring
Belonging to overturning body section is L shape, including bottom edge, long side and inflection point, bottom edge are located in cone rubber seat ring, and it is close that long side is located at lip shape
In seal ring, the bottom edge connects compressed spring, by pin-hinges between inflection point and metal backing.
3. universal steel pipe bulge test device according to claim 1, which is characterized in that the position of suppressing is equipped with two
A V-arrangement hydraulic bracket, two V-arrangement hydraulic bracket one is located at tube head seal receptacle side, another is located at pipe tail seal receptacle side, pipe tail
The V-arrangement hydraulic bracket of seal receptacle side is 10 ~ 20mm higher than the V-arrangement hydraulic bracket of tube head seal receptacle side.
4. universal steel pipe bulge test device according to claim 1, which is characterized in that set on the charging siding track
The area You Houliao, the interorbital in the area Hou Liao are equipped with 1 ~ 2 time material turnover panel, and the one end for waiting material turnover panel connects hinged shaft, and the other end and time are expected
The piston end of actuating cylinder is connected.
5. universal steel pipe bulge test device according to claim 1, which is characterized in that the exit side rail end
Equipped with buffer area, the interorbital of buffer area is equipped with 1 ~ 2 caching turnover panel, caches one end connection hinged shaft of turnover panel, the other end with delay
The piston end for depositing actuating cylinder is connected.
6. universal steel pipe bulge test device according to claim 1, which is characterized in that the vertical sliding is equipped with
Nut, the nut and the mating connection of ball-screw, the both ends of ball-screw are connected with the column of portal frame by bearing block,
The end of the ball-screw is connected with slide motor, and the vertical sliding also passes through dovetail groove guide rail with column and connect.
7. universal steel pipe bulge test device according to claim 1, which is characterized in that the position of suppressing is equipped with tapping
Turnover panel, the one end for turnover panel of tapping connect hinged shaft, and the other end is connected with the piston end of tapping actuating cylinder.
8. the operating method of universal steel pipe bulge test device, which is characterized in that itself specific steps are as follows:
1) steel pipe to be suppressed is hung by crane is sent to the area Hou Liao, waits material turnover panel movement, the steel pipe to be suppressed in the area Shi Houliao is along feed side
Track is rolled to suppressing position;
2) suppress on position V-arrangement hydraulic bracket to rise, steel pipe to be suppressed held up, steel pipe both ends to be suppressed respectively with tube head seal receptacle
In place with the sealing ring on pipe tail seal receptacle, hydraulic cylinder stretches out, and makes tube head seal receptacle and pipe tail seal receptacle steel pipe jail to be suppressed
It clamps in jail;
3) before to the water filling of hydraulic pressure system pipe network, drain valve is closed, exhaust valve is opened, the injecting process slowly boosts, and rate of pressure rise is answered
Control is no more than 0.1MPa/ minutes per minute, when water filling observe wait suppress the weld seam on steel pipe whether leak;
When the design work pressure wait suppress steel pipe is equal to or less than 1.0MPa, water pressure test for strength pressure should be design work
1.5 times of pressure, and not lower than 1.4MPa;When system design work pressure is greater than 1.0MPa, water pressure test for strength pressure
It should be the operating pressure and add 0.4MPa;
4) after hydraulic pressure system reaches test pressure, 30 ~ 45min of pressure stabilizing, pipe network answers No leakage, without deformation, and pressure drop is not answered
Greater than 0.05MPa, it is considered as steel pipe No leakage to be suppressed;
5) drain valve on tube head seal receptacle is opened, will be all discharged wait suppress the water in steel pipe;
6) hydraulic cylinder retracts, and tube head seal receptacle and pipe tail seal receptacle respectively retreat and steel pipe to be suppressed discharged, tapping turnover panel movement,
Push the steel pipe after suppressing to the siding track that discharges, steel pipe is rolled to buffer area along discharging siding track, and caching turnover panel movement makes steel pipe
Buffer area is rested on, until crane handling is walked.
9. the operating method of universal steel pipe bulge test device according to claim 8, which is characterized in that the hydraulic pressure
When environment temperature is lower than 5 DEG C when test, hydraulic pressure system does antifreezing measures using heating device.
10. the operating method of universal steel pipe bulge test device according to claim 8, which is characterized in that the water
Pressure system carries out that hydraulic pressure leak test should be carried out after water pressure test for strength and pipe network wash are qualified before water filling suppresses test,
It is required that test pressure should be design work pressure, No leakage is answered in pressure stabilizing for 24 hours.
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Cited By (1)
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CN115112310A (en) * | 2022-08-29 | 2022-09-27 | 恒洁利(南通)设备制造有限公司 | Stainless steel welds effective leakproofness tester |
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