JPH0454424A - Device and method for inside and outside pressure application for structure - Google Patents
Device and method for inside and outside pressure application for structureInfo
- Publication number
- JPH0454424A JPH0454424A JP16413390A JP16413390A JPH0454424A JP H0454424 A JPH0454424 A JP H0454424A JP 16413390 A JP16413390 A JP 16413390A JP 16413390 A JP16413390 A JP 16413390A JP H0454424 A JPH0454424 A JP H0454424A
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- Japan
- Prior art keywords
- pressure
- outer cylinder
- external pressure
- pressurizing
- tank
- Prior art date
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、構造物の内外圧付加*置及び方法に係り、特
に車両および飛行機などの大型構造体で内圧および外圧
が作用する場合の試験を行なうものとして好適な構造物
の内外圧付加get及び方法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a system and method for applying internal and external pressure to a structure, and in particular to testing when internal and external pressures are applied to large structures such as vehicles and airplanes. The present invention relates to a method for applying internal and external pressure to a structure suitable for performing this.
〔従来の技術〕
従来の圧力付加装置及び方法は、第8図に示すように構
造物2内を直接加圧あるいは減圧するものであった。例
えば、車体の内圧試験を行なう場合、車体を密閉した状
態で加圧装ぽ4(コンプレッサーなど)により大気圧の
状態から所定の圧力まで該単体内へ給気する方法であっ
た。この従来の装置および方法では、加圧、減圧を繰返
して行なう場合、構造体2内部を一度、大気圧に開放す
る必要があるため、1サイクルあたりの時間が非常に長
くかかるという問題があった。また、構造物2内の様子
を容易に観察することができないという欠点があった。[Prior Art] A conventional pressure applying device and method directly pressurizes or depressurizes the inside of a structure 2, as shown in FIG. For example, when performing an internal pressure test on a vehicle body, air is supplied into the unit from atmospheric pressure to a predetermined pressure using a pressurizing device 4 (such as a compressor) while the vehicle body is sealed. With this conventional device and method, when pressurization and depressurization are repeatedly performed, the inside of the structure 2 must be opened to atmospheric pressure once, so there is a problem that it takes a very long time per cycle. . Further, there was a drawback that the inside of the structure 2 could not be easily observed.
さらに構造物2内部の応力などを計測する場合、計測機
器からの配線を外に出すということが必要となるが、そ
のための気密処理の作菜がかかるという問題があった。Furthermore, when measuring the stress inside the structure 2, it is necessary to take the wiring from the measuring equipment outside, but there is a problem in that it requires airtight processing.
さらに、構造物2内を加圧する場合、万−該構造物2が
破壊して亭故にならないように、構造物2を覆うなどし
て安全対策のための設備が必要であった。Further, when pressurizing the inside of the structure 2, it is necessary to provide safety equipment such as covering the structure 2 to prevent the structure 2 from being destroyed and destroyed.
従来の圧力付加試験の方法として例えば「航空宇宙工学
便覧」日本航空宇宙学会編昭和49年12月20日丸善
株式会社発行第915頁〜第918頁記載のものが挙げ
られる。Examples of conventional pressure application testing methods include those described in "Aerospace Engineering Handbook," edited by the Japan Society of Aeronautics and Astronautics, December 20, 1972, published by Maruzen Co., Ltd., pages 915 to 918.
上記の従来技術では、空気および窒素ガスなどの気体に
よる構造物への内圧および外圧付加において、特に減圧
に時間がかかっていた。たとえば、車体や外筒なと密閉
された所へ大気圧状態より内圧を付加して所定の圧力状
態にし、その後排気口より大気圧まで減圧する場合、大
気圧に近づ(に従って圧力の低下速度が遅くなっていた
。また、真空ポンプあるいは排気ポンプで大気圧より負
圧側へ減圧する場合、その排気速度は内圧付加に比較し
て遅く、所定の圧力に達するまでに時間がかかっていた
。このため、構造物に内外圧付加を繰り返して疲労試験
を行なう場合、!サイクルの時間が東中荷冨の繰り返し
に比較して長く、試験が長期に及び、多大の労力が必要
となる開−があった。In the above-mentioned conventional technology, when applying internal and external pressure to a structure using gases such as air and nitrogen gas, it took a long time especially to reduce the pressure. For example, if internal pressure is added from atmospheric pressure to a sealed place such as a car body or an outer cylinder to reach a predetermined pressure state, and then the pressure is reduced to atmospheric pressure from the exhaust port, the pressure will decrease as the pressure approaches atmospheric pressure (according to In addition, when reducing pressure from atmospheric pressure to negative pressure using a vacuum pump or exhaust pump, the pumping speed was slower than when internal pressure was added, and it took time to reach the specified pressure. Therefore, when performing a fatigue test by repeatedly applying internal and external pressure to a structure, the cycle time is longer than the repetition of Higashi-Naka-Noromi, and the test takes a long time and requires a lot of effort. there were.
さらに、上記従来技術では構造物の内部を加圧あるいは
減圧する構造であり、車両あるいは航空機等における使
用状況と同一条件を再現できないという問題があった。Furthermore, the conventional technology described above has a structure in which the inside of the structure is pressurized or depressurized, and there is a problem in that it is not possible to reproduce the same conditions as those used in vehicles, aircraft, etc.
本発明の第1の目的は、被試験体である構造物の使用状
況に一致した条件を再現できる構造物の内外圧付加it
を提供することにある。The first object of the present invention is to add internal and external pressure to a structure that can reproduce conditions that match the usage conditions of the structure being tested.
Our goal is to provide the following.
また、本発明の第2の目的は、構造物への加圧および減
圧付加時間が短く疲労試験を短期間に行なえる構造物の
内外圧付加装置および方法を提供することにある。A second object of the present invention is to provide an apparatus and method for applying internal and external pressure to a structure, which allows short pressurization and depressurization times to be applied to the structure and allows a fatigue test to be performed in a short period of time.
上記第1の目的は、被試験体である構造物を収容可能な
外筒と、1記外筒に締切手段を介して連通される加圧手
段と、前記外筒に締切手段を介して連通される減圧手段
とによって、達成される。The first purpose is to provide an outer cylinder that can accommodate a structure that is a test object, a pressurizing means that communicates with the outer cylinder through a closing means, and a pressurizing means that communicates with the outer cylinder through a closing means. This is achieved by means of pressure reduction means.
また、上記第2の目的12.被試験体でみる構造物を収
容可能な外筒と、前記外筒に締切手段を介して連通され
、かつ、前記外筒内に収容された構逸物内部に締切手段
を介して連通される加圧手段と、前記外筒に締切手段を
介して連通され、かつ、前記外筒内に収容された構造物
内部に締切手段を介して連通される減圧手段とによって
、達成される。In addition, the second objective 12. an outer cylinder capable of accommodating a structure to be viewed as a test object; and a mechanism that communicates with the outer cylinder via a closing means and communicates with the inside of the structure housed in the outer cylinder via the closing means. This is achieved by a pressure means and a pressure reduction means that is communicated with the outer cylinder through a shutoff means and communicated with the inside of the structure housed in the outer cylinder through a shutoff means.
さらに、前記第2の目的は、構造物と外筒との間の空間
を、連続して加圧および減圧を順次繰返すこと、あるい
は、構造物と外筒との間の空間を加圧すると同時に外筒
に連通可能な減圧用タンクを減圧し、かつ、構造物と外
周との間の空間を減圧すると同時に外筒に連通可能な加
圧用タンクを加圧することにより、達成される。Furthermore, the second purpose is to continuously pressurize and depressurize the space between the structure and the outer cylinder, or to simultaneously pressurize the space between the structure and the outer cylinder. This is achieved by reducing the pressure in a depressurizing tank that can communicate with the outer cylinder, and reducing the pressure in the space between the structure and the outer periphery, and at the same time pressurizing the pressurizing tank that can communicate with the outer cylinder.
前記加圧手段および減圧手段は、構造物と外周との間の
空間すなわち該構造物の外側に加、減圧力を作用させる
ため、内部圧力がはぼ一定で外部圧力が変動する構造物
の使用状況に一致した条件を再現することができる。The above-mentioned pressurizing means and depressurizing means act on the space between the structure and the outer periphery, that is, on the outside of the structure, so that it is possible to use a structure in which the internal pressure is approximately constant and the external pressure fluctuates. It is possible to reproduce conditions that match the situation.
前記外筒内部および構造物内部と遅通さしている加圧手
段および減圧手段によれば、構造物の内部と外部との差
圧によって該構造物に加、減圧力を作用させることがで
きるため、加圧および減圧を同時に、かつ、短時間に行
なえる。したがって、構造物の疲労試験を短期間に行な
える。According to the pressurizing means and the depressurizing means that are in slow communication with the inside of the outer cylinder and the inside of the structure, it is possible to apply a pressurizing or depressurizing pressure to the structure by the differential pressure between the inside and the outside of the structure. Pressurization and depressurization can be performed simultaneously and in a short time. Therefore, fatigue testing of structures can be performed in a short period of time.
また、構造物と外筒との間の空間を連続して加圧および
減圧を順次繰返すことにより、加圧状部から皮剥的に減
圧状妙に移行させ、かつ、減圧状態から強制的に減圧状
態に移行させるため、構造物の疲労試験を短時間−二行
なえる。In addition, by sequentially repeating pressurization and depressurization of the space between the structure and the outer cylinder, the pressure is transferred from the pressurized part to the depressurized state in a peeling manner, and the pressure is forcibly reduced from the depressurized state. Two fatigue tests can be carried out on the structure in a short period of time to bring the structure to the next state.
また、構造物と外筒との間の空間を加圧するために設け
られた加圧用タンクおよび減圧するために設けられた減
圧用のタンクを、前記空間の加圧時に減圧用タンクの減
圧を行ない、かつ、前記空間の減圧時に加圧用タンクの
加圧を行なうため、前記空間の加、減圧動作が待ち時間
を必要とせずに行なえ、構造物の疲労試験を短時間に行
なえる。In addition, the pressure tank provided for pressurizing the space between the structure and the outer cylinder and the depressurization tank provided for reducing the pressure are depressurized when the space is pressurized. In addition, since the pressurizing tank is pressurized when the space is depressurized, the space can be pressurized and depressurized without waiting time, and the fatigue test of the structure can be carried out in a short time.
以下、本発明の一実施例を第1図および第2図により説
明する。An embodiment of the present invention will be described below with reference to FIGS. 1 and 2.
第1図は、本発明をjl用した構造物の内外圧付加装置
の構成を示したものである。lは構造物2を取囲む外筒
、3は構造物2内に出入りが可能な通路である。4は例
えばコンブレザサ等によって構成された加圧装置、5は
大気圧より高圧に保たれた加圧用タンクである。6は大
気圧より低圧に保たれた減圧用タンク、7は減圧用タン
ク6内を減圧する排気装置である。8ないし■はバルブ
である。νは外筒lと構造物2の間に生ずる空間であり
、この空間内を加圧、減圧することによって構造物2に
外圧および内圧が作用したことになる。FIG. 1 shows the configuration of an internal and external pressure applying device for a structure to which the present invention is applied. 1 is an outer cylinder surrounding the structure 2, and 3 is a passage that can go in and out of the structure 2. 4 is a pressurizing device constituted by, for example, a combustor, and 5 is a pressurizing tank maintained at a pressure higher than atmospheric pressure. 6 is a decompression tank kept at a pressure lower than atmospheric pressure, and 7 is an exhaust device for reducing the pressure inside the depressurization tank 6. 8 to ■ are valves. ν is a space created between the outer cylinder l and the structure 2, and by pressurizing or reducing the pressure in this space, external pressure and internal pressure are applied to the structure 2.
なお、前記加圧装[4および加圧用タンク5が加圧手段
であり、排気装置7および減圧用タンク6が減圧手段で
ある。Note that the pressurization device [4 and the pressurization tank 5 are pressurization means, and the exhaust device 7 and the pressure reduction tank 6 are pressure reduction means.
次に、前記内外圧付加装置の動作状況を説明する。まず
、加圧用タンク5を加圧装置4により所定の圧力まで加
圧する。一方、減圧用タンク6は排気装[7、例えば油
回転真空ポンプ等により所定の圧力まで減圧する。この
とき加圧用タンク5と外筒lを連結する配管のバルブ9
と外筒1と減圧用タンク6を連結する配管のバルブ10
は閉じた状態である。Next, the operating conditions of the internal and external pressure applying device will be explained. First, the pressurizing tank 5 is pressurized to a predetermined pressure by the pressurizing device 4. On the other hand, the depressurization tank 6 is depressurized to a predetermined pressure using an exhaust system [7, such as an oil rotary vacuum pump. At this time, the valve 9 of the piping connecting the pressurizing tank 5 and the outer cylinder l
and a valve 10 of the piping connecting the outer cylinder 1 and the decompression tank 6.
is in a closed state.
次にバルブ8およびバルブHを閉じ、バルブ9を閤ける
。これにより加圧用タンク5内の圧縮された空気は外筒
1および構造物2との間の空間νに流れ込む。この状態
を一定時間保持すると、大気圧状態であった構造物2に
外圧が作用することになる。空間認が所定の圧力に達す
ればバルブ9を閉じ、次に排気系のバルブ10を開ける
。同時に加圧用タンク5内の圧力を初期の圧力に戻すた
めバルブ8を開いて加圧装置4により加圧用タンク5内
を加圧する。バルブlOを開けると空間座が減圧用タン
ク6より高圧にあるため、空間り内の空気は減圧用タン
ク6内へ流入することになる。この状態を一定時間保持
すると空間校内の圧力を所定の圧力まで減圧することが
できる。このとき空間校は構造物2より低圧なので構造
物2には内圧が作用することになる。空間校内が所定の
圧力まで減圧すればバルブ10を閉じ、バルブ■を■ば
て減圧用タンク6内の圧力を初期に設定した圧力まで排
気装f17により減圧する。減圧用タンク61゛の圧力
を初期圧力まで減圧する時間内に加圧用タンク5内の圧
力を加圧装!4により初期圧力まで加圧しておけば空間
U内を続けて加圧することができる。Next, valve 8 and valve H are closed, and valve 9 is closed. As a result, the compressed air in the pressurizing tank 5 flows into the space ν between the outer cylinder 1 and the structure 2. If this state is maintained for a certain period of time, external pressure will act on the structure 2 which was in the atmospheric pressure state. When the spatial pressure reaches a predetermined pressure, valve 9 is closed, and then valve 10 of the exhaust system is opened. At the same time, in order to return the pressure inside the pressurizing tank 5 to the initial pressure, the valve 8 is opened and the inside of the pressurizing tank 5 is pressurized by the pressurizing device 4. When the valve IO is opened, the space seat is at a higher pressure than the pressure reducing tank 6, so the air in the space flows into the pressure reducing tank 6. If this state is maintained for a certain period of time, the pressure inside the space can be reduced to a predetermined pressure. At this time, since the pressure in the space is lower than that in the structure 2, internal pressure acts on the structure 2. When the pressure in the space chamber is reduced to a predetermined pressure, the valve 10 is closed, the valve (2) is opened, and the pressure in the pressure reduction tank 6 is reduced to the initially set pressure by the exhaust system f17. Pressurize the pressure in the pressurization tank 5 within the time it takes to reduce the pressure in the decompression tank 61 to the initial pressure! 4, the space U can be pressurized continuously if it is pressurized to the initial pressure.
以上の操作を所定のサイクルで行なえば構造物2の内外
圧付加を繰返し行なうことができる。第2図は前記外筒
lと構造物2との間の空間辻の圧力変動、加圧用タンク
5内および減圧用タンク6内の圧力変動の一例を示す。By performing the above operations in a predetermined cycle, internal and external pressures can be repeatedly applied to the structure 2. FIG. 2 shows an example of pressure fluctuations in the space between the outer cylinder 1 and the structure 2, and pressure fluctuations in the pressurizing tank 5 and the depressurizing tank 6.
詔は空間校の圧力変動すなわち構造物2に作用する圧力
変動の波形の一例を示したもので、14は加圧用タンク
内の圧力変動の波形およびbは減圧用タンク内の圧力変
動の波形の一例を示したものである。前記圧力変動じは
、大気圧以上の圧力と大気圧以下の圧力との間で繰返し
ているが、大気圧以上での圧力変動あるいは大気圧以下
の低真空域および高真空域での圧力変動を作用させるこ
ともできる。1!2図におイテ、16.17.18.
19. J 21で示す直線部分はバルブ開閉の時間で
ある。このバルブ關閉時間は、バルブ8ないし11に電
磁弁などのように瞬時に升の作動が行なえるものを設置
することによって短縮することができる。The imperial edict shows an example of the waveform of the pressure fluctuation in the space station, that is, the pressure fluctuation acting on the structure 2, 14 is the waveform of the pressure fluctuation in the pressurization tank, and b is the waveform of the pressure fluctuation in the depressurization tank. This is an example. The above pressure fluctuations repeat between pressures above atmospheric pressure and pressures below atmospheric pressure, but pressure fluctuations above atmospheric pressure or pressure fluctuations in low vacuum areas and high vacuum areas below atmospheric pressure are It can also be made to work. 1!Ite on the 2nd figure, 16.17.18.
19. The straight line portion indicated by J21 is the time for opening and closing the valve. This valve closing time can be shortened by installing a solenoid valve or the like which can instantaneously operate the valves 8 to 11.
本実施例によれば、構造@2内は常時大気圧の状態であ
るため、過j!83を出入りすることにより試験中(圧
力変動を一時中断する)に構造物2内の様子を観察する
ことが容易に行なえる利点がある。また、構造物2内を
ひずみゲージ等により応力測定する時は、通jl!i3
を利用して測定用の配線を行なうことができ、測定用の
配線のための特別な気密処理は不要である。According to this embodiment, since the inside of the structure @2 is always at atmospheric pressure, the temperature exceeds J! There is an advantage that the inside of the structure 2 can be easily observed by going in and out of the structure 83 during the test (temporarily interrupting pressure fluctuations). Also, when measuring the stress inside the structure 2 using a strain gauge, etc., use the same method! i3
Wiring for measurement can be carried out using the method, and no special airtight treatment is required for the wiring for measurement.
次に、本発明を応用した内外圧付加装置の他の実施例を
第3図ないし第7図により説明する。丈ず、第3図に示
した内外圧付加装置は、外筒l。Next, another embodiment of the internal and external pressure applying device to which the present invention is applied will be described with reference to FIGS. 3 to 7. The internal and external pressure applying device shown in Fig. 3 is the outer cylinder l.
a逸物2.過$3.前記外筒1と構造物2との間の空間
し、加圧手段である加圧装置4および減圧手段である減
圧装置ならびにバルブ8,11により構成されるもので
ある。本実施例によれば、前記−実施例に比較して加圧
用タンクおよび減圧用タンクおよびこれらに付随して設
置されるバルブが不用となるので!fiWiL自体のコ
ンパクト化が可能である。なお、本実施例においては、
構造物2の外側に加、減圧力を作用されるため、使用状
況を再現でき、かつ、連通路3を設けているため、内部
確認ができる等の点で一実施例と同様な効果を有してい
る。a special item 2. Over $3. The space between the outer cylinder 1 and the structure 2 is constituted by a pressurizing device 4 as a pressurizing means, a depressurizing device as a depressurizing means, and valves 8 and 11. According to this embodiment, compared to the above-mentioned embodiment, the pressurization tank, the depressurization tank, and the valves installed therewith are unnecessary! fiWiL itself can be made more compact. In addition, in this example,
Since the applied and reduced pressures are applied to the outside of the structure 2, the usage conditions can be reproduced, and since the communication path 3 is provided, it has the same effect as the first embodiment in that it is possible to check the inside. are doing.
次に本発明による内外圧付加方法の他の実施例を第4図
により説明する。本図に示した内外圧付加装置は前記:
l!3図の実施例と装置の概略がほぼ同様であるが、本
実施例においては構造物2の内と#l4e2と外筒1と
の間の空閲託の両方を加圧および減圧可能としたもので
ある。次に、本実施例の内外圧付加方法を説明する。構
造物2を加圧するときは、加圧!!14によって空間n
を加圧すると8FI#に減圧装!7によって構造@2内
を減圧する。このとき、構造物2は外圧が付加した状態
である。一方、構造物2を内圧が付加した状態とするた
めには、加圧装置4によって構造IJ2内を加圧すると
同時に、減圧装!7によって空関しを減圧する。この動
作は、バルブ8a、8bおよびバルブLla、llbを
開閉することによって行なゎれ、構造物2を加圧、減圧
するものである。本実施例によれば、加圧時間および減
圧時間を第3図に示した前記実施例より短縮することが
できる。Next, another embodiment of the method for applying internal and external pressure according to the present invention will be described with reference to FIG. The internal and external pressure applying device shown in this figure is as follows:
l! The outline of the device is almost the same as the embodiment shown in Figure 3, but in this embodiment, both the inside of the structure 2 and the air passage between #l4e2 and the outer cylinder 1 can be pressurized and depressurized. It is something. Next, a method of applying internal and external pressure according to this embodiment will be explained. When pressurizing structure 2, pressurize! ! space n by 14
When pressurized, the decompression device becomes 8FI#! 7 to reduce the pressure inside the structure @2. At this time, the structure 2 is in a state where external pressure is applied. On the other hand, in order to bring the structure 2 into a state where internal pressure is applied, the inside of the structure IJ2 is pressurized by the pressurizing device 4, and at the same time, a decompression device is used! 7 to depressurize the air tank. This operation is performed by opening and closing the valves 8a, 8b and the valves Lla, llb, and pressurizes and depressurizes the structure 2. According to this embodiment, the pressurization time and depressurization time can be shorter than those of the embodiment shown in FIG. 3.
したがった、加圧および減圧の繰返し数を短期間の間に
増大させることができる。また、装置全体をコンパクト
にすることができる。Therefore, the number of repetitions of pressurization and depressurization can be increased in a short period of time. Furthermore, the entire device can be made compact.
次に、第5図は外筒工の応用例で、該外筒I内を複数個
の気臂室に仕切れるような構造としたものである。仕切
板乙によって外筒lを複数個に仕切れることにより、構
造物の大きさに応じて圧カ斐動を作用させることができ
る。Next, FIG. 5 shows an example of application of the outer cylinder construction, which has a structure in which the inside of the outer cylinder I can be partitioned into a plurality of arm chambers. By partitioning the outer cylinder l into a plurality of parts by the partition plate B, pressure vibration can be applied depending on the size of the structure.
第6図は加圧用タンク5と減圧カタンク6を一つの容器
に配置した内外圧付加装置を示したものである。これに
より装置全体の占める面積を少なくすることができると
ともに、可動式の仕切板囚によって加圧用タンク5およ
び減圧用夕/り6のそれぞれの容積を任意に変えること
ができる。なお、加圧片タンク5および減圧用タンク6
を設けていることにより、K験時間を短縮できるととも
イこ、連通路3が設けられていることにより、#l造物
2内部が確認できるという点1こおいては、前記−!l
!施例と同様な効果を達成できる。FIG. 6 shows an internal and external pressure adding device in which a pressurizing tank 5 and a depressurizing tank 6 are arranged in one container. As a result, the area occupied by the entire apparatus can be reduced, and the respective volumes of the pressurizing tank 5 and the depressurizing tank 6 can be arbitrarily changed by means of the movable partition plates. In addition, the pressure piece tank 5 and the pressure reduction tank 6
By providing the above-mentioned -!, it is possible to shorten the K test time. l
! The same effect as in the example can be achieved.
第7図は外筒lの応用例である。外筒1は複数個に分割
できるようにフランジ冴で結合されている。これにより
構造物の大きさや長さに応じて外筒lの容積を任意に度
えることができる。FIG. 7 shows an example of application of the outer cylinder l. The outer cylinder 1 is joined by flanges so that it can be divided into a plurality of parts. This allows the volume of the outer cylinder 1 to be increased arbitrarily depending on the size and length of the structure.
本発明によれば、被試皺体である構造物の使用状況に一
致した条件を再現することができる。According to the present invention, it is possible to reproduce conditions that match the usage conditions of the structure that is the wrinkled body to be tested.
また、本発明によれば、構造物への加圧および減圧付加
時間を短(でき、疲労試験を短期間に行なえる。Further, according to the present invention, the time for applying pressure and depressurization to a structure can be shortened, and a fatigue test can be performed in a short period of time.
第1図は本発明による内外圧付加装置の一実扇例を示す
回路図、第2図は第1図の外筒、加圧用タンクおよび減
圧用タンクの圧力変動状態を示すグラフ、第3図、第4
図および第6図はそれぞれ本発明による内外圧付加装置
の他の実施例を示す回路図、第5図および第7図はそれ
ぞれ本発明による内外圧付加装置に用いられる外筒の他
の実施例を示す断面図、第8図は従来の圧力付加装gを
示す回路図である。
l・・・・・・外筒、2・・・・・・構造物、3・・・
・・・通路、4・・・加圧装置、5・・・・・・加圧用
タンク、6・・曲減圧用タンク、7・・・・・・減圧装
置
代理人 弁理士 小 川 勝 男
オ
図
時間
41j−汽
’43図
給気
第
図
オ
乙
図
閃
第
図
Jli気
18図
排気FIG. 1 is a circuit diagram showing an example of an internal and external pressure applying device according to the present invention; FIG. 2 is a graph showing pressure fluctuations of the outer cylinder, pressurization tank, and depressurization tank shown in FIG. 1; FIG. , 4th
6 and 6 are circuit diagrams showing other embodiments of the internal and external pressure applying device according to the present invention, and FIGS. 5 and 7 are respectively other embodiments of the outer cylinder used in the internal and external pressure applying device according to the present invention. FIG. 8 is a circuit diagram showing a conventional pressure adding device g. l...Outer cylinder, 2...Structure, 3...
... Passageway, 4... Pressurizing device, 5... Pressurizing tank, 6... Depressurizing tank, 7... Depressurizing device agent Patent attorney Katsoo Ogawa Figure Time 41j - Steam '43 Figure Supply Air Figure Otsu Figure Flash Figure Jli Air Figure 18 Exhaust
Claims (1)
筒に締切手段を介して連通される加圧手段と、前記外筒
に締切手段を介して連通される減圧手段とから構成した
ことを特徴とする構造物の内外圧付加装置。 2、請求項1記載の構造物の内外圧付加装置において、
前記構造物の内部と外筒外とを連通する連通部を設けた
ことを特徴とする構造物の内外圧付加装置。 3、請求項1記載の構造物の内外圧付加装置において、
前記加圧手段は、加圧装置と加圧用タンクとを締切手段
を介して連通して構成され、前記加圧用タンクが締切手
段を介して外筒に連通されることを特徴とする構造物の
内外圧付加装置。 4、請求項1記載の構造物の内外圧付加装置において、
前記減圧手段は、減圧装置と減圧用タンクとを締切手段
を介して連通して構成され、前記減圧用タンクが締切手
段を介して外筒に連通されることを特徴とする構造物の
内外圧付加装置。 5、請求項1記載の構造物の内外圧付加装置において、
前記加圧手段は、締切手段を介して構造物内部に連通さ
れていることを特徴とする構造物の内外圧付加装置。 6、請求項1記載の構造物の内外圧付加装置において、
前記減圧手段は、締切手段を介して構造物内部に連通さ
れていることを特徴とする構造物の内外圧付加装置。 7、請求項1記載の構造物の内外圧付加装置において、
前記構造物が車体であることを特徴とする構造物の内外
圧付加装置。 8、被試験体である構造物を収容可能な外筒と、前記外
筒に締切手段を介して連通され、かつ、前記外筒内に収
容された構造物内部に締切手段を介して連通される加圧
手段と、前記外筒に締切手段を介して連通され、かつ、
前記外筒内に収容された構造物内部に締切手段を介して
連通される減圧手段とから構成したことを特徴とする構
造物の内外圧付加装置。 9、被試験体である構造物と該構造物を収容する外筒と
の間の空間を、連続して加圧および減圧を順次繰返すこ
とを特徴とした構造物の内外圧付加方法。 10、被試験体である構造物と該構造物を収容する外筒
との間の空間を加圧すると同時に前記外筒に連通可能な
減圧用タンクを減圧し、かつ、前記構造物と外筒との間
の空間を減圧すると同時に前記外筒に連通可能な加圧用
タンクを加圧することを特徴とする構造物の内外圧付加
方法。[Scope of Claims] 1. An outer cylinder capable of housing a structure as a test object, a pressurizing means communicating with the outer cylinder via a closing means, and communicating with the outer cylinder via a closing means. 1. A device for applying internal and external pressure to a structure, characterized in that the device comprises: 2. In the device for applying internal and external pressure to a structure according to claim 1,
A device for applying internal and external pressure to a structure, characterized in that a communication portion is provided for communicating between the inside of the structure and the outside of the outer cylinder. 3. In the device for applying internal and external pressure to a structure according to claim 1,
The pressurizing means is configured by communicating a pressurizing device and a pressurizing tank via a closing means, and the pressurizing tank is communicated with an outer cylinder via the closing means. Internal and external pressure adding device. 4. In the device for applying internal and external pressure to a structure according to claim 1,
The pressure reduction means is configured by communicating a pressure reduction device and a pressure reduction tank via a closure means, and the pressure reduction tank is communicated with an outer cylinder via the closure means. Additional equipment. 5. In the device for applying internal and external pressure to a structure according to claim 1,
An apparatus for applying internal and external pressure to a structure, wherein the pressurizing means is communicated with the inside of the structure via a closing means. 6. In the device for applying internal and external pressure to a structure according to claim 1,
An apparatus for applying internal and external pressure to a structure, wherein the pressure reducing means is communicated with the inside of the structure via a closing means. 7. In the device for applying internal and external pressure to a structure according to claim 1,
A device for applying internal and external pressure to a structure, wherein the structure is a vehicle body. 8. An outer cylinder capable of accommodating a structure as a test object, communicated with the outer cylinder via a closing means, and communicated with the inside of the structure housed in the outer cylinder via a closing means. a pressurizing means that communicates with the outer cylinder via a closing means, and
An apparatus for applying internal and external pressure to a structure, characterized in that it comprises a pressure reducing means that communicates with the inside of the structure housed in the outer cylinder via a closing means. 9. A method for applying internal and external pressure to a structure, which comprises sequentially repeating pressurization and depressurization of a space between a structure to be tested and an outer cylinder housing the structure. 10. Pressurize the space between the structure to be tested and the outer cylinder housing the structure, and at the same time reduce the pressure in a depressurizing tank that can communicate with the outer cylinder, and pressurize the space between the structure and the outer cylinder. 1. A method for applying internal and external pressure to a structure, the method comprising reducing the pressure in a space between the outer cylinder and simultaneously pressurizing a pressurizing tank that can communicate with the outer cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16413390A JP3002504B2 (en) | 1990-06-25 | 1990-06-25 | How to apply internal and external pressure to structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16413390A JP3002504B2 (en) | 1990-06-25 | 1990-06-25 | How to apply internal and external pressure to structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0454424A true JPH0454424A (en) | 1992-02-21 |
| JP3002504B2 JP3002504B2 (en) | 2000-01-24 |
Family
ID=15787372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16413390A Expired - Lifetime JP3002504B2 (en) | 1990-06-25 | 1990-06-25 | How to apply internal and external pressure to structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3002504B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07159274A (en) * | 1993-10-08 | 1995-06-23 | Elpatronic Ag | Method and device for detecting leak state in container |
| JPH08210941A (en) * | 1995-02-02 | 1996-08-20 | Otsuka Techno Kk | Method for inspecting plastic plastic molded products for defective molding |
| GB2543535A (en) * | 2015-10-21 | 2017-04-26 | Rolls Royce Plc | Test methods and apparatus |
| CN110823469A (en) * | 2019-12-19 | 2020-02-21 | 江南工业集团有限公司 | An internal and external pressure test device and method for a watertight connection seat |
-
1990
- 1990-06-25 JP JP16413390A patent/JP3002504B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07159274A (en) * | 1993-10-08 | 1995-06-23 | Elpatronic Ag | Method and device for detecting leak state in container |
| JPH08210941A (en) * | 1995-02-02 | 1996-08-20 | Otsuka Techno Kk | Method for inspecting plastic plastic molded products for defective molding |
| GB2543535A (en) * | 2015-10-21 | 2017-04-26 | Rolls Royce Plc | Test methods and apparatus |
| CN110823469A (en) * | 2019-12-19 | 2020-02-21 | 江南工业集团有限公司 | An internal and external pressure test device and method for a watertight connection seat |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3002504B2 (en) | 2000-01-24 |
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