CN202691020U - Ultrahigh-pressure container wall structure - Google Patents

Ultrahigh-pressure container wall structure Download PDF

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Publication number
CN202691020U
CN202691020U CN 201220356350 CN201220356350U CN202691020U CN 202691020 U CN202691020 U CN 202691020U CN 201220356350 CN201220356350 CN 201220356350 CN 201220356350 U CN201220356350 U CN 201220356350U CN 202691020 U CN202691020 U CN 202691020U
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CN
China
Prior art keywords
pressure
cavity
ultrahigh
wall structure
container wall
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Expired - Fee Related
Application number
CN 201220356350
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Chinese (zh)
Inventor
唐民乐
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.)
Xian Gaoda Mechanical & Electrical Co Ltd
Original Assignee
Xian Gaoda Mechanical & Electrical Co Ltd
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Application filed by Xian Gaoda Mechanical & Electrical Co Ltd filed Critical Xian Gaoda Mechanical & Electrical Co Ltd
Priority to CN 201220356350 priority Critical patent/CN202691020U/en
Application granted granted Critical
Publication of CN202691020U publication Critical patent/CN202691020U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides an ultrahigh-pressure container wall structure. The ultrahigh-pressure container wall structure is characterized in that a container wall is formed by sleeving N cylinders with different diameters (N is greater than or equal to 2) or sleeving N container covers with different cambered surfaces (N is greater than or equal to 2), and is fastened and tightly connected by upper and lower cylinder covers or a connection plate to form an integral multi-layer container wall structure; gas, liquid or solid medium for transmitting pressure is filled in a cavity body formed between the adjacent container walls; the cavity body can be boosted to a fixed strength value in advance and then sealed to use; all cavity bodies or a part of cavity bodies formed between the adjacent container walls include pipelines connected to a pressure station; the medium is gas and liquid, and the pressure size inside each cavity body can be adjusted. The technical defects that the ultrahigh-pressure container device is manufactured by a universal pre-stressed strengthening technique at present are overcome by this ultrahigh-pressure container wall structure. Not only the demands of an original design and manufacturing technology can be met, but also the manufacturing difficulty and manufacturing cost of the cylinder body can be greatly reduced. A practical and effective path approach for manufacturing the devices such as a super-huge type press and an ultrahigh-pressure container is provided by the ultrahigh-pressure container wall structure.

Description

A kind of superelevation pressure-volume wall construction
Technical field
The utility model relates to the structure of ultrahigh pressure cylindrical shell.
Background technique
The ultrahigh pressure vessel kind equipment, such as large-scale, super-huge oil hydraulic cylinder, working pressure is very large, and the wall thickness of its barrel often requires tens centimetres, even requires guarantee equipment need of work more than 1 meter; Working pressure such as the hot isostatic pressing ultrahigh pressure vessel reaches 200MPa.Therefore the barrel manufacture difficulty of ultrahigh pressure vessel kind equipment is very large, and manufacture cost is also very large.Solution is to carry out prestressing force to strengthen processing before cylindrical shell uses at present, makes cylinder inboard wall produce plastic deformation, such as contracting cover, multilayer contracting cover technology; Another kind is the technology that adopts wrapping wire, strip winding, twines the subdivision technology such as reinforcement wire.But the method that adopts at present all exists manufacture difficulty large, and cost is very high, and can't thoroughly solve the problem of unbalanced stress, exists larger potential safety hazard in the use.
Summary of the invention
The purpose of this utility model provides a kind of superelevation pressure-volume wall construction, can greatly reduce manufacture difficulty and the manufacture cost of cylindrical shell.
The technical solution of the utility model is: a kind of superelevation pressure-volume wall construction, feature is to hold wall by N(N>=2) cylinder set of individual different-diameter, or by N(N>=2) appearance of individual different cambered surfaces lid suit, and hold wall construction by the multilayer that upper and lower cover or connecting plate fit sealing are connected.
All be filled with gas, the liquid or solid medium of conducting pressure between the adjacent appearance wall in the formed cavity, can be pressurized in advance a certain fixed pressure value rear enclosed in the cavity and use.
Formed whole cavitys or part cavity have pipeline to be connected to the pressure station between the adjacent appearance wall, and medium is gas, liquid, and the pressure large I in the cavity is regulated.
Upper cover can be welding, be spirally connected with holding wall connection fastening means with lower cover or connecting plate.
The utility model has overcome the technological deficiency that present general prestressing force enhancing technology is made the ultrahigh pressure vessel kind equipment, realized the distribution of appearance wall stress optimization, safety in utilization and the using effect of ultrahigh pressure vessel kind equipment have been strengthened, not only can satisfy original design, manufacturing technology requirement, and can greatly reduce manufacture difficulty and the manufacture cost of cylindrical shell.The utility model provides a kind of very practical and effective approach for making the equipment such as super-huge press machine, ultrahigh pressure vessel.
Description of drawings
Fig. 1 is the utility model Cylinder wall structure schematic representation.
Fig. 2 is that the utility model appearance is covered structural representation.
Embodiment
As shown in Figure 1, oil hydraulic cylinder is comprised of upper cover 1, cylinder 2, lower cover 3, piston 4, and bolt 5 is fastenedly connected upper cover 1, cylinder 2, lower cover 3 to be integrated, and oil hydraulic cylinder is connected to hydraulic station by pipeline 6, cylinder chamber 7 is main active chamber, the back work cavity that cavity 8 forms for cylinder.The cylinder 2 of oil hydraulic cylinder is formed by cylinder a, cylinder b, cylinder c suit, and the diameter of cylinder a, cylinder b, cylinder c is all not identical.Cylinder a has formed cylinder chamber A, and cylinder a and cylinder b have formed cavity B, cylinder b and cylinder c has formed cavity C.The pressure of cylinder chamber A is P A, the pressure of cavity B is P B, the pressure of cavity C is P CThe pressure P of cavity B, cavity C B, P CCan preset and respectively airtight, also can strengthen along with the pressure of cylinder chamber A and strengthen simultaneously.The pressure that the wall thickness of cylinder a, cylinder b, cylinder c can carry as required designs, and the wall thickness of each cylinder can be identical, also can be different.The maximum pressure of supposing cylinder chamber A is 90Mpa, and the maximum pressure of cavity B is 60Mpa, and the maximum pressure of cavity C is 30Mpa.During work, as the P of cylinder chamber A ADuring for 90Mpa, because the P of cavity B BBe 60Mpa, the pressure that acts on so cylinder barrel a is 90Mpa-60Mpa=30Mpa.Through the conduction of cavity B, and because the P of cavity C CBe 30Mpa, the pressure that acts on so cylinder b is 60Mpa-30Mpa=30Mpa.Therefore, original technology only has 1 cylinder a to bear the pressure that cylinder chamber A produces, as the P of cylinder chamber A ADuring for 90Mpa, cylinder a need to bear the pressure of 90Mpa.And adopt the utility model technology, and cylinder a only need bear the pressure of 30Mpa, and cylinder a is with respect to original technology, and its wall thickness can reduce greatly, and then the manufacture difficulty of oil hydraulic cylinder and manufacture cost reduce greatly.
Ultrahigh pressure vessel holds cover and 9 cover a by holding, holds and cover b, hold and cover the c suit and form as shown in Figure 2, hold cover a, hold cover b, appearance is covered and is fastenedly connected and is integrated by connecting plate 10, bolt 5, cavity volume 11 is main active chamber, cavity 8 is the back work cavity that appearance is covered formation.Hold and cover the end that a is positioned at cavity volume A, appearance covers a and appearance is covered formation cavity B between the b, and appearance covers b and appearance is covered c formation cavity C.Cavity volume A, cavity B, cavity C are connected to the pressure station by pipeline 6 respectively.The pressure of cavity volume A is P A, the pressure of cavity B is P B, the pressure of cavity C is P CThe pressure P of cavity B, cavity C B, P CCan preset and respectively airtight, also can strengthen along with the pressure of cavity volume A and strengthen simultaneously.Hold and cover a, hold and cover b, hold the pressure that the wall thickness that cover c can carry as required and design, each holds the wall thickness that covers can be identical, also can difference, and material can be identical, also can difference.The maximum pressure of supposing cavity volume A is 90Mpa, and the maximum pressure of cavity B is 60Mpa, and the maximum pressure of cavity C is 30Mpa.During work, as the P of cavity volume A ADuring for 90Mpa, because the P of cavity B BBe 60Mpa, act on to hold the pressure cover a be 90Mpa-60Mpa=30Mpa.Through the conduction of cavity B, and because the P of cavity C CBe 30Mpa, act on to hold the pressure cover b be 60Mpa-30Mpa=30Mpa.Therefore, original technology only has 1 appearance to cover the pressure that a bears cavity A generation, as the P of cavity A ADuring for 90Mpa, hold and cover the pressure that a need to bear 90Mpa.And adopt the utility model technology, and hold and cover the pressure that a only need bear 30Mpa, hold and cover a with respect to original technology, its wall thickness can reduce greatly, and then manufacture difficulty and the manufacture cost of superelevation pressure-volume lid reduce greatly.

Claims (4)

1. superelevation pressure-volume wall construction, it is characterized in that holding wall by the cylinder (2) of N different-diameter or appearance lid (9) suit of N different cambered surfaces, and be connected by upper cover (1) and lower cover (3) or connecting plate (10) fit sealing, formed cavity (8) is fully airtight between the adjacent appearance wall, wherein N 〉=2.
2. a kind of superelevation pressure-volume wall construction as claimed in claim 1 all is filled with gas, the liquid or solid medium of conducting pressure in the formed cavity (8) between the adjacent appearance wall of its feature.
3. a kind of superelevation pressure-volume wall construction as claimed in claim 1, it is characterized in that between the adjacent appearance wall that formed whole cavitys (8) or part cavity (8) have pipeline (6) to be connected to the pressure station, medium is gas, liquid, and the large I of pressure in the cavity is regulated.
4. a kind of superelevation pressure-volume wall construction as claimed in claim 1 is characterized in that cover (1) and lower cover (3) or connecting plate (10) to connect fastening means can be welding with holding wall, is spirally connected or bonding.
CN 201220356350 2012-07-23 2012-07-23 Ultrahigh-pressure container wall structure Expired - Fee Related CN202691020U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220356350 CN202691020U (en) 2012-07-23 2012-07-23 Ultrahigh-pressure container wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220356350 CN202691020U (en) 2012-07-23 2012-07-23 Ultrahigh-pressure container wall structure

Publications (1)

Publication Number Publication Date
CN202691020U true CN202691020U (en) 2013-01-23

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Application Number Title Priority Date Filing Date
CN 201220356350 Expired - Fee Related CN202691020U (en) 2012-07-23 2012-07-23 Ultrahigh-pressure container wall structure

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CN (1) CN202691020U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103256385A (en) * 2013-06-04 2013-08-21 刘慧祥 Multilayer composite pressure-proof device
CN104749039A (en) * 2013-12-31 2015-07-01 中国石油化工集团公司 Thin shell nested pressure test cabin device
CN105486528A (en) * 2015-12-23 2016-04-13 浙江大学 Deep sea high pressure environment simulation device capable of reducing requirement for wall thickness and material strength
CN110185796A (en) * 2019-05-25 2019-08-30 天津长瑞大通流体控制系统有限公司 The shell and method with low creep system of high external pressure or high internal pressure can be resisted

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103256385A (en) * 2013-06-04 2013-08-21 刘慧祥 Multilayer composite pressure-proof device
CN104749039A (en) * 2013-12-31 2015-07-01 中国石油化工集团公司 Thin shell nested pressure test cabin device
CN105486528A (en) * 2015-12-23 2016-04-13 浙江大学 Deep sea high pressure environment simulation device capable of reducing requirement for wall thickness and material strength
CN110185796A (en) * 2019-05-25 2019-08-30 天津长瑞大通流体控制系统有限公司 The shell and method with low creep system of high external pressure or high internal pressure can be resisted
WO2020238589A1 (en) * 2019-05-25 2020-12-03 邢天宜 Housing capable of resisting high external pressure or high internal pressure and having low creep system, and method

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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: 20130123

Termination date: 20140723

EXPY Termination of patent right or utility model