[go: up one dir, main page]

JP2001235380A - Pressure measuring device - Google Patents

Pressure measuring device

Info

Publication number
JP2001235380A
JP2001235380A JP2000043307A JP2000043307A JP2001235380A JP 2001235380 A JP2001235380 A JP 2001235380A JP 2000043307 A JP2000043307 A JP 2000043307A JP 2000043307 A JP2000043307 A JP 2000043307A JP 2001235380 A JP2001235380 A JP 2001235380A
Authority
JP
Japan
Prior art keywords
pressure
measuring device
hydraulic chamber
side wall
bottom plate
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.)
Granted
Application number
JP2000043307A
Other languages
Japanese (ja)
Other versions
JP3265298B2 (en
Inventor
Hideki Noguchi
英樹 野口
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.)
Kowa Sangyo KK
Original Assignee
Kowa Sangyo KK
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 Kowa Sangyo KK filed Critical Kowa Sangyo KK
Priority to JP2000043307A priority Critical patent/JP3265298B2/en
Publication of JP2001235380A publication Critical patent/JP2001235380A/en
Application granted granted Critical
Publication of JP3265298B2 publication Critical patent/JP3265298B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Measuring Fluid Pressure (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a low cost and thin pressure measuring device with high precision in measurement and having a long service life. SOLUTION: A hydraulic chamber is formed by a bottom plate 11, outside and inside side wall parts 12a, 12b, and a pressure pad 13. The outside side wall part 12a is formed by multiple large diameter ring-like members 16 of the same shape and size where the center part 16a of an approximately circular thin plate in the radial direction is inclined to the radial direction and an outer peripheral part 16b and an inner peripheral part 16c are formed in to a plain paralleled in the radial direction so as to be of different levels from each other in the axial direction. The inside side wall part 12b is formed by multiple small diameter ring-like 17 of the same shape and size as well. The diameter ring-like member 16 is connected in liquid-tight manner in a face-contact state of the outer peripheral part 16b to the bottom plate 11 and the pressure pad 13 and the small ring-like member 17 is connected in liquid-tight manner by welding and the like in a face-contacting state of an inner peripheral part 17c to the bottom plate 11 and the pressure pad 13 so as to form each of the members 16, 17 in bellows shape in a side view.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、圧力測定装置、特
に地上構造物や山留め壁等を地盤に定着させるアンカー
の緊張力の測定に用いる圧力測定装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pressure measuring device, and more particularly to a pressure measuring device used for measuring a tension of an anchor for fixing an above-ground structure or a retaining wall to the ground.

【0002】[0002]

【従来の技術】測定対象から受ける圧力を測定する圧力
測定装置、特に測定対象から受ける圧力が高圧である場
合に用いられる圧力測定装置としては、例えばロードセ
ルや、作動油を満たされた状態で密閉された油圧室が外
圧を受けて変形することで生じる内圧の変動から外圧を
求める圧力測定装置が知られている。このような圧力測
定装置の用途の一つとしては、例えば掘削した斜面等の
地盤の崩壊を防ぐために施すいわゆる山留めとして一般
的に用いられるアンカー工法において、地上構造物や山
留め壁を地盤に定着させるアンカーの緊張力の測定があ
る。ここで、アンカー工法とは、図4の断面図に示すよ
うに、地盤からの抜け止め(図示せず)が取り付けられ
たアンカーケーブル31を地盤G中に埋設し、地盤Gの
表面に当てた山留め壁32にアンカーケーブル31を貫
通させて端部を地表に引き出してアンカーヘッド33に
挿通し、アンカーヘッド33と山留め壁32との間に台
座部34を挟み込んだ状態で、ジャッキ等により、山留
め壁32に反力をとってアンカーケーブル31を緊張・
締結することで、山留め壁32を地盤表面に押し付ける
アンカー36とするものである。
2. Description of the Related Art A pressure measuring device for measuring a pressure received from an object to be measured, particularly a pressure measuring device used when the pressure received from the object to be measured is high, is, for example, a load cell or a hermetically sealed state filled with hydraulic oil. There has been known a pressure measuring device that obtains an external pressure from a change in an internal pressure caused by a deformed hydraulic chamber receiving an external pressure and deforming. One of the uses of such a pressure measuring device is, for example, in an anchoring method generally used as a so-called mountain retaining method for preventing collapse of the ground such as an excavated slope, a ground structure or a retaining wall is fixed to the ground. There is a measurement of anchor tension. Here, the anchor method refers to a method in which an anchor cable 31 to which a stopper (not shown) from the ground is attached is buried in the ground G as shown in a cross-sectional view of FIG. The anchor cable 31 is penetrated through the retaining wall 32, the end portion is pulled out to the ground surface, inserted into the anchor head 33, and the pedestal portion 34 is sandwiched between the anchor head 33 and the retaining wall 32, and the retaining is performed by jacking or the like. Tension the anchor cable 31 by taking a reaction force against the wall 32
By being fastened, the retaining wall 32 is used as the anchor 36 that presses against the ground surface.

【0003】山留めにおいて、アンカー36は複数設置
されており、圧力測定装置によってこれらアンカー36
の緊張力、すなわちアンカーヘッド33が台座部34を
介して山留め壁32に加える圧力を監視することで、山
留めの状態を観測している。そして、圧力測定装置によ
りアンカー36の緊張力を長期的に監視した結果、例え
ば緊張力に変動のない場合には、山留めの設計が正し
く、アンカー36が正常に機能していることを示してい
る。また、アンカー36の緊張力が減少している場合は
次のようなことが考えられる。まず、アンカー36の機
能は正常で、地盤Gも安定しており、アンカー36の緊
張力が地盤Gの土圧に勝って地盤Gを押し戻しているた
めに、アンカーケーブル31の伸びが減少していること
が考えられる。この場合には、全てのアンカー36の緊
張力が一様に変化していることが多い。また、地盤Gに
おいてアンカー36が埋設される部分(定着層)が不良
だったり施工不良等の理由でアンカー36が地盤Gから
抜け出てきたために緊張力が減少したとも考えられる。
この場合には、地盤Gから抜け出てきたアンカー36が
受けるべき土圧は他のアンカーが受けることになり、他
のアンカーの緊張力は増加することがある。
[0003] A plurality of anchors 36 are installed in a mountain stay, and these anchors 36 are installed by a pressure measuring device.
, That is, the pressure applied by the anchor head 33 to the retaining wall 32 via the pedestal portion 34 to observe the state of the retaining. Then, as a result of monitoring the tension of the anchor 36 over a long period of time by the pressure measuring device, for example, when the tension does not fluctuate, it indicates that the design of the mountain retaining is correct and the anchor 36 is functioning normally. . When the tension of the anchor 36 is reduced, the following may be considered. First, the function of the anchor 36 is normal, and the ground G is also stable. Since the tension of the anchor 36 exceeds the earth pressure of the ground G and pushes the ground G back, the extension of the anchor cable 31 decreases. It is thought that there is. In this case, the tension of all the anchors 36 often changes uniformly. It is also considered that the tension is reduced because the anchor 36 comes out of the ground G due to a defective portion (fixing layer) of the ground G where the anchor 36 is embedded or a poor construction.
In this case, the earth pressure to be received by the anchor 36 coming out of the ground G is to be received by another anchor, and the tension of the other anchor may increase.

【0004】また、アンカー36の緊張力が増加してい
る場合には次のような状況が考えられる。まず、山留め
が予想以上の土圧を受けていることが考えられる。これ
は地滑りの兆候であったり、山留めの設計が正しくなか
った場合や、または天候や季節的な要因により地盤Gが
多くの水分を含んで土圧が増加している場合など様々が
原因が考えられるが、いずれにしても山留めの監視を必
要とする状況である。また、例えば緊張力の測定を行っ
ていないアンカーが機能を失って、このアンカーが受け
るべき土圧を緊張力の測定を行っているアンカーが受け
ているということも考えられる。このように、各アンカ
ーの緊張力の変動から山留めの状態を把握することがで
きるが、山留めの状態をより詳細に把握するためにより
多くのアンカー、可能ならば全てのアンカーに圧力測定
装置を設けて緊張力を測定することが望ましい。また、
圧力測定装置は、アンカーに組み込まれて使用されるも
のなので、山留め自体の寿命と同程度の寿命をもつこと
が望ましい。
[0004] When the tension of the anchor 36 is increasing, the following situation can be considered. First, it is possible that the retaining lands are receiving more earth pressure than expected. This may be due to various reasons, such as signs of landslides, improperly designed retaining glands, or increased soil pressure due to weather or seasonal factors that cause the ground G to contain more moisture. However, in any case, it is necessary to monitor the mountain retaining. It is also conceivable, for example, that an anchor not measuring the tension loses its function and that the anchor measuring the tension receives the earth pressure to be received by the anchor. In this way, the state of the buckle can be grasped from the fluctuation of the tension of each anchor.However, in order to grasp the buckle state in more detail, a pressure measuring device is provided for more anchors, if possible, for all anchors. It is desirable to measure the tension. Also,
Since the pressure measuring device is used by being incorporated into an anchor, it is desirable that the pressure measuring device has a life equivalent to the life of the mountain stay itself.

【0005】[0005]

【発明が解決しようとする課題】しかし、圧力測定装置
としてロードセルを用いた場合、ロードセルは大変高価
であるために設置数が限られてしまい、得られるデータ
も限られてしまう。また、ロードセルはサイズが大きい
ために、山留め壁からのアンカーヘッドの突出量が大き
くなって景観を損ねてしまううえ、安全上からも好まし
くない。また、作動油を満たされた状態で密閉された油
圧室が外圧を受けて変形することで生じる内圧の変動か
ら外圧を求める圧力測定装置(以下、圧力測定装置41
と呼ぶ)は、ロードセルよりもやや安価ではあるもの
の、以下に説明するように、その構造上、測定精度を高
めることは困難であり、また寿命も短かった。
However, when a load cell is used as a pressure measuring device, the number of installed load cells is limited because the load cell is very expensive, and the data obtained is also limited. Further, since the load cell is large in size, the amount of projection of the anchor head from the retaining wall becomes large, which impairs the scenery and is not preferable from the viewpoint of safety. In addition, a pressure measuring device (hereinafter referred to as a pressure measuring device 41) that obtains an external pressure from a change in an internal pressure caused by a deformation of an enclosed hydraulic chamber in response to an external pressure while being filled with hydraulic oil.
Is slightly cheaper than the load cell, but as described below, it is difficult to increase the measurement accuracy and its life is short due to its structure.

【0006】圧力測定装置41は、図5のアンカー36
の要部分解斜視図に示すように、略円環形状をなす油圧
室42と、油圧室42の内圧を測定する油圧測定装置4
3とを有している。圧力測定装置41は、図4及び図5
に示すように、アンカーヘッド33及び台座部34との
間にそれぞれ支圧板46a、46bを介装した状態で油
圧室42をアンカーヘッド33と台座部34との間に挟
み込んで使用するものである。
[0006] The pressure measuring device 41 is connected to the anchor 36 shown in FIG.
As shown in an exploded perspective view of an essential part of FIG. 1, a hydraulic chamber 42 having a substantially annular shape, and a hydraulic pressure measuring device 4 for measuring the internal pressure of the hydraulic chamber 42
And 3. 4 and FIG.
As shown in FIG. 5, the hydraulic chamber 42 is used between the anchor head 33 and the pedestal portion 34 with the supporting plates 46a and 46b interposed between the anchor head 33 and the pedestal portion 34, respectively. .

【0007】この圧力測定装置41の油圧室42は、図
6及び図7に示すように、略円環形状をなすリング状金
属板47の両面に、断面が略皿形をなす略円環形状の金
属薄板48をそれぞれ溶接することで、これら金属薄板
48とリング状金属板47の間に形成されるものであ
る。リング状金属板47には両面に貫通する貫通孔47
aが設けられており、油圧室42はリング状部材47の
両面側で連通した構造とされている。ここで、図6
(a)は油圧室42の平面図、図6(b)は油圧室42
のA−A矢視断面図、図7は油圧室42の一部拡大断面
図である。
As shown in FIGS. 6 and 7, a hydraulic chamber 42 of the pressure measuring device 41 has a substantially annular ring-shaped metal plate 47 on both sides thereof, and a substantially annular annular plate having a substantially dish-shaped cross section. Are formed between these metal thin plates 48 and the ring-shaped metal plate 47 by welding the respective metal thin plates 48. A through hole 47 penetrating through both sides of the ring-shaped metal plate 47
a is provided, and the hydraulic chamber 42 has a structure communicating with both sides of the ring-shaped member 47. Here, FIG.
6A is a plan view of the hydraulic chamber 42, and FIG.
7 is a partially enlarged sectional view of the hydraulic chamber 42 as viewed from the direction indicated by arrows AA.

【0008】この圧力測定装置41は、油圧室42を形
成する金属薄板48の、支圧板46a、46bとの接触
面積を受圧面積とし、この受圧面積と油圧室42の内圧
とからアンカー36の緊張力を求めるのであるが、この
圧力測定装置41における油圧室42の変形は、断面皿
形をなす金属薄板48の側壁部分が潰れるように塑性変
形することで生じるために、外圧を受けていない状態
(図7(a)に示す状態)と外圧を受けた状態(図7
(b)に示す状態)とでは、受圧面積が変わってしま
い、測定精度を確保することは困難であった。また、こ
の圧力測定装置41は、金属薄板48の変形が塑性変形
であるため、長期間の使用によって油圧室42の受圧面
積が次第に大きくなって精度が低下してしまう上、外圧
の変化に伴って変形が繰り返されることで金属薄板48
が疲労して強度が低下しやすいなど、寿命の点でも問題
があった。
In the pressure measuring device 41, the contact area of the thin metal plate 48 forming the hydraulic chamber 42 with the supporting plates 46a and 46b is defined as a pressure receiving area, and the tension of the anchor 36 is determined from the pressure receiving area and the internal pressure of the hydraulic chamber 42. Although the force is obtained, the deformation of the hydraulic chamber 42 in the pressure measuring device 41 is caused by plastic deformation such that the side wall portion of the thin metal plate 48 having a dish-shaped cross section is crushed. (A state shown in FIG. 7A) and a state where an external pressure is applied (FIG. 7A).
(State shown in (b)), the pressure receiving area changed, and it was difficult to ensure the measurement accuracy. In addition, since the deformation of the thin metal plate 48 is plastic deformation, the pressure measuring device 41 gradually reduces the accuracy of the pressure receiving area of the hydraulic chamber 42 due to long-term use, and the pressure measuring device 41 is changed in accordance with a change in the external pressure. The metal sheet 48 is deformed repeatedly.
However, there is also a problem in terms of service life, such as that the strength tends to decrease due to fatigue.

【0009】ここで、アンカー36に用いられる圧力測
定装置は通常露天に暴露された状態で使用されるので、
少なくとも一日一回は気温の変動によって作動油の膨
張、収縮が生じて油圧室42の内圧が変動する。また、
例えば一日のうちに天候が変動した場合、例えば直射日
光等によって加熱されて作動油が膨張し、また降雨等に
よって冷却されて作動油が収縮するなどして、油圧室4
2を形成する金属薄板48の変形回数はさらに増大する
ので、従来の圧力測定装置41を用いた場合、その寿命
は実質的には数年程度となる。
Here, since the pressure measuring device used for the anchor 36 is usually used in a state where it is exposed to the open air,
At least once a day, fluctuations in air temperature cause expansion and contraction of hydraulic oil, and the internal pressure of the hydraulic chamber 42 fluctuates. Also,
For example, when the weather fluctuates within one day, the hydraulic oil expands by being heated by, for example, direct sunlight or the like, and contracts by being cooled by rainfall or the like.
Since the number of deformations of the metal sheet 48 forming the second member 2 further increases, the life thereof is substantially several years when the conventional pressure measuring device 41 is used.

【0010】本発明は、このような事情に鑑みてなされ
たもので、測定精度が高く、寿命の長い、低コストな薄
型の圧力測定装置を提供することを目的としている。
The present invention has been made in view of such circumstances, and an object of the present invention is to provide a low-cost, low-cost pressure measuring device having high measurement accuracy, a long life, and a low cost.

【0011】[0011]

【課題を解決するための手段】上記の課題を解決するた
め、本発明の請求項1記載の圧力測定装置においては、
作動油を満たされた状態で密閉された油圧室が外圧を受
けて変形することで生じる内圧の変動から外圧を求める
圧力測定装置であって、略円環形状をなす底板と、略円
環形状をなす受圧板と、これら底板と受圧板の外周縁同
士を接続する外側側壁部と、これら底板と受圧板の内周
縁同士を接続する内側側壁部と、前記底板、前記外側側
壁部、前記内側側壁部及び前記受圧板とによって大略円
環形状に形成される油圧室内に満たされた作動油の圧力
を測定する油圧測定装置とを備え、前記外側側壁部は、
略円環形状をなす薄板の径方向の中間部が前記径方向に
対して傾斜されて外周部と内周部とが前記径方向に略平
行かつ互いに軸方向に段違いの平面とされる同形同大の
大径リング状部材を、少なくとも二つ以上、上下の向き
を違えて軸方向に液密に接続してなり、前記内側側壁部
は、略円環形状をなす薄板の径方向の中間部が前記径方
向に対して傾斜されて外周部と内周部とが前記径方向に
略平行かつ互いに軸方向に段違いの平面とされる同形同
大の小径リング状部材を、少なくとも二つ以上、上下の
向きを違えて軸方向に液密に接続してなり、これら大径
リング状部材のうち上下端に位置する大径リング状部材
はそれぞれ外周部を前記底板、前記受圧板に液密に接続
されており、これら小径リング状部材のうち上下端に位
置する小径リング状部材はそれぞれ内周部を前記底板、
前記受圧板に液密に接続されていることを特徴とする。
According to a first aspect of the present invention, there is provided a pressure measuring apparatus, comprising:
A pressure measuring device that obtains an external pressure from a change in internal pressure caused by an external pressure deforming a hydraulic chamber sealed in a state filled with hydraulic oil, and a bottom plate having a substantially annular shape, and a substantially annular shape. A pressure receiving plate, an outer side wall connecting the bottom plate and the outer peripheral edge of the pressure receiving plate, an inner side wall connecting the bottom plate and the inner peripheral edge of the pressure receiving plate, the bottom plate, the outer side wall, and the inner side. A hydraulic pressure measuring device that measures the pressure of hydraulic oil filled in a hydraulic chamber formed into a substantially annular shape by the side wall portion and the pressure receiving plate, and the outer side wall portion includes:
The same shape in which a radially intermediate portion of a substantially annular thin plate is inclined with respect to the radial direction so that an outer peripheral portion and an inner peripheral portion are planes substantially parallel to the radial direction and stepped in the axial direction with respect to each other. At least two or more large-diameter ring-shaped members of the same size are connected in a liquid-tight manner in the axial direction in different vertical directions, and the inner side wall portion is a radially intermediate portion of a thin plate having a substantially annular shape. At least two ring members of the same shape and the same size whose outer peripheral portion and inner peripheral portion are inclined with respect to the radial direction, and whose outer peripheral portion and inner peripheral portion are substantially parallel to the radial direction and are planes that are stepped in the axial direction. As described above, the upper and lower ends of these large-diameter ring-shaped members are connected to the bottom plate and the pressure-receiving plate, respectively. The small-diameter rings which are closely connected and located at the upper and lower ends of these small-diameter ring-shaped members Said peripheral portion each member bottom plate,
It is characterized by being connected to the pressure receiving plate in a liquid-tight manner.

【0012】このように構成される圧力測定装置におい
ては、油圧室が、略円環形状をなす底板と、略円環形状
をなす受圧板と、これら底板と受圧板の外周縁同士を接
続する外側側壁部及びこれら底板と受圧板の内周縁同士
を接続する内側側壁部とによって形成される。そして、
外側側壁部を構成する大径リング状部材のうち、底板、
受圧板に接続される大径リング状部材は、これら底板、
受圧板に外周部を接続されており、また内側側壁部を構
成する小径リング状部材のうち、底板、受圧板に接続さ
れる小径リング状部材は、これら底板、受圧板に内周部
を接続されており、これによって受圧面積が確定される
ので、これら大径、小径リング状部材が外圧を受けて変
形しても受圧面積は常に一定に保たれる。また、外圧を
受けるとこれら大径、小径リング状部材が皿バネと同様
に作用し、油圧室の変形は中間部が弾性変形することで
生じるので、外側側壁部及び内側側壁部に疲労が生じに
くくなる。ここで、これら外側側壁部及び内側側壁部を
構成する大径、小径リング状部材の数を増やすことで、
これら外側側壁部及び内側側壁部の弾性変形範囲を大き
くとることができ、油圧室の繰り返し変形に対する耐久
性を向上させて寿命を延ばすことができる。
In the pressure measuring device thus constructed, the hydraulic chamber connects the substantially annular bottom plate, the substantially annular pressure receiving plate, and the outer peripheral edges of the bottom plate and the pressure receiving plate to each other. It is formed by an outer side wall and an inner side wall connecting these inner peripheral edges of the bottom plate and the pressure receiving plate. And
Among the large-diameter ring-shaped members constituting the outer side wall, the bottom plate,
The large-diameter ring-shaped member connected to the pressure receiving plate
The outer peripheral portion is connected to the pressure-receiving plate, and among the small-diameter ring-shaped members constituting the inner side wall portion, the small-diameter ring-shaped member connected to the bottom plate and the pressure-receiving plate connects the inner peripheral portion to the bottom plate and the pressure-receiving plate. Since the pressure receiving area is thereby determined, the pressure receiving area is always kept constant even if these large-diameter and small-diameter ring-shaped members are deformed by receiving an external pressure. Also, when subjected to external pressure, these large-diameter and small-diameter ring-shaped members act in the same manner as a disc spring, and the deformation of the hydraulic chamber is caused by the elastic deformation of the intermediate part, so that fatigue occurs on the outer side wall and the inner side wall. It becomes difficult. Here, by increasing the number of large-diameter, small-diameter ring-shaped members constituting the outer side wall portion and the inner side wall portion,
The elastic deformation range of the outer side wall portion and the inner side wall portion can be widened, and the durability against repeated deformation of the hydraulic chamber can be improved to extend the life.

【0013】請求項2記載の圧力測定装置においては、
前記油圧測定装置が、前記油圧室に接続されるシリンダ
と、該シリンダ内に挿入されるプランジャと、該プラン
ジャを前記油圧室の内圧に抗して前記作動油を前記油圧
室内に押し返す向きに付勢する付勢部材とを有し、前記
プランジャが前記シリンダから突出される量の変化で前
記油圧室内の内圧の変化を示すように配されていること
を特徴とする。
[0013] In the pressure measuring device according to the second aspect,
The hydraulic pressure measuring device has a cylinder connected to the hydraulic chamber, a plunger inserted into the cylinder, and a direction in which the plunger pushes the hydraulic oil back into the hydraulic chamber against the internal pressure of the hydraulic chamber. A biasing member for biasing the plunger, wherein the plunger is arranged to indicate a change in the internal pressure in the hydraulic chamber by a change in an amount of protrusion from the cylinder.

【0014】従来の圧力測定装置において油圧室の内圧
を測定する油圧測定装置としては、例えば油圧室の内圧
を目視によって確認するためのブルドン管や、油圧室の
内圧の測定値を電気信号に変換して、測定データをデー
タロガーに蓄積したり、通信装置を介して遠隔地に伝達
するための圧力センサーが用いられる。しかし、これら
ブルドン管や圧力センサーは、経年変化によって劣化し
やすいものである。特に、圧力測定装置をアンカーに使
用した場合、アンカーは例えば山地に設置されるために
真冬及び真夏にも性能を維持するために、−25°Cか
ら+80°C位までの温度保証が必要で、このような性
能の圧力センサーは高価である上、圧力センサーに接続
する電気コードやコネクターの寿命は炎天暴露下では約
5年程度と思われる。本発明の圧力測定装置において
は、油圧測定装置が、油圧室の内圧を付勢部材に付勢さ
れるプランジャが油圧室の内圧を受けてシリンダから突
出される量から求めるという純機械的かつ単純な構成と
されているので、過酷な環境下でも経年変化による機能
低下が生じにくく、また油圧室の内圧の繰り返し変動に
対する耐久性も向上する。ここで、油圧室の内圧はシリ
ンダからのプランジャの突出量をもとに目視によって確
認することができる。
In a conventional pressure measuring device, as a hydraulic pressure measuring device for measuring the internal pressure of the hydraulic chamber, for example, a Bourdon tube for visually confirming the internal pressure of the hydraulic chamber, or converting a measured value of the internal pressure of the hydraulic chamber into an electric signal. Then, a pressure sensor for storing measurement data in a data logger or transmitting the measurement data to a remote place via a communication device is used. However, these Bourdon tubes and pressure sensors are susceptible to deterioration over time. In particular, when a pressure measuring device is used for an anchor, the anchor needs to be guaranteed at a temperature of about -25 ° C. to + 80 ° C. in order to maintain its performance even in the midwinter and midsummer, for example, because it is installed in a mountainous area. The pressure sensor having such performance is expensive, and the life of the electric cord and the connector connected to the pressure sensor is considered to be about 5 years under the sun exposure. In the pressure measuring device according to the present invention, the hydraulic pressure measuring device is purely mechanical and simple in that the plunger urged by the urging member receives the internal pressure of the hydraulic chamber and obtains the internal pressure of the hydraulic chamber from the amount of protrusion from the cylinder. With such a configuration, even under a severe environment, functional deterioration due to aging is unlikely to occur, and durability against repeated fluctuations in the internal pressure of the hydraulic chamber is also improved. Here, the internal pressure of the hydraulic chamber can be visually confirmed based on the amount of protrusion of the plunger from the cylinder.

【0015】請求項3記載の圧力測定装置においては、
前記油圧測定装置が、前記シリンダからの前記プランジ
ャの突出量から前記油圧室内の内圧を検出するセンサー
を有していることを特徴とする。従来の圧力測定装置の
油圧測定装置、例えばブルドン管や圧力センサーは、経
年変化によって劣化しやすいものであるが、油圧室に配
管等を介して接続されているので、油圧室内の油圧を保
持したままこれら油圧測定装置を交換することはできな
かった。本発明の圧力測定装置においては、油圧測定装
置は油圧室に接続されるシリンダからのプランジャの突
出量から求めており、油圧室の内圧を検出するセンサー
が油圧室から切り離されているので、油圧室の油圧を保
持した状態でセンサーの交換を行うことができる。
In the pressure measuring device according to the third aspect,
The oil pressure measuring device may include a sensor that detects an internal pressure in the hydraulic chamber from an amount of protrusion of the plunger from the cylinder. Conventional hydraulic pressure measuring devices, such as Bourdon tubes and pressure sensors, are susceptible to deterioration due to aging, but are connected to the hydraulic chamber via pipes or the like, so that the hydraulic pressure in the hydraulic chamber is maintained. These oil pressure measuring devices could not be replaced as they were. In the pressure measuring device of the present invention, the hydraulic pressure measuring device obtains from the amount of protrusion of the plunger from the cylinder connected to the hydraulic pressure chamber, and the sensor for detecting the internal pressure of the hydraulic pressure chamber is separated from the hydraulic pressure chamber. The sensor can be replaced while maintaining the oil pressure in the chamber.

【0016】[0016]

【発明の実施の形態】以下、本発明の圧力測定装置の一
実施形態について、図1から図3を用いて説明する。こ
こで、図1は、本発明の実施の形態における圧力測定装
置の構成を示す図であって、図1(a)は圧力測定装置
の一部破断平面図、図1(b)は図1(a)におけるB
−B矢視断面図、図2(a)は図1(a)における要部
拡大図、図2(b)は図2(a)におけるC−C矢視断
面図、図3は図1(b)における要部拡大図である。圧
力測定装置1は、作動油を満たされた状態で密閉された
油圧室が外圧を受けて変形することで生じる内圧の変動
から外圧を求める圧力測定装置であって、図1(a)、
(b)に示すように、中央に略円形の貫通孔2aが形成
され、かつ上面に貫通孔2aと同心にして略円環形状の
溝2bが形成される大略正方形版状の基台2と、溝2b
と略同形状となる略円環形状をなし、溝2b内に、基台
2の上面から上部を僅かに突出させて設けられる油圧室
3と、基台2を通じて油圧室3に接続される油圧測定装
置4とを有している。ここで、基台2の溝2bの深さ
は、例えば油圧室3が一定以上変形した場合に溝2b内
に収容されてそれ以上の外圧を受けなくなる深さに設定
することで、油圧室3が許容限度以上の外圧を受けて破
損することを防止することができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the pressure measuring device of the present invention will be described below with reference to FIGS. Here, FIG. 1 is a diagram showing a configuration of a pressure measuring device according to an embodiment of the present invention. FIG. 1A is a partially cutaway plan view of the pressure measuring device, and FIG. B in (a)
2 (a) is an enlarged view of a main part in FIG. 1 (a), FIG. 2 (b) is a cross-sectional view taken along CC in FIG. 2 (a), and FIG. It is a principal part enlarged view in b). The pressure measuring device 1 is a pressure measuring device that obtains an external pressure from a change in an internal pressure caused by a hydraulic chamber that is hermetically sealed in a state of being filled with hydraulic oil and deformed by receiving an external pressure.
As shown in (b), a substantially square plate-shaped base 2 having a substantially circular through hole 2a formed at the center and a substantially annular groove 2b formed concentrically with the through hole 2a on the upper surface. , Groove 2b
And a hydraulic chamber 3 provided in the groove 2b so as to slightly protrude from the upper surface of the base 2 in the groove 2b, and a hydraulic pressure connected to the hydraulic chamber 3 through the base 2. And a measuring device 4. Here, the depth of the groove 2b of the base 2 is set, for example, to a depth at which the hydraulic chamber 3 is housed in the groove 2b and does not receive any further external pressure when the hydraulic chamber 3 is deformed by a certain amount or more. Can be prevented from being damaged by receiving an external pressure exceeding the allowable limit.

【0017】基台2には、図2に示すように、溝2bの
底面5から二又に分かれて基台2の二側面2c、2dに
それぞれ通じる管路6が形成されている。この管路6
は、油圧室3を構成する底板11(後述)を通じて油圧
室3内に接続されており、また、管路6のうち、側面2
cに通じる分岐路6aは側面2c側が拡径されて、後述
するプランジャ21が挿入される略円筒形のシリンダ7
とされている。また、側面2dに通じる分岐路6bも側
面2d側が拡径されて、バルブ8が取り付けられる略円
筒形のねじ穴9を形成している。バルブ8及び分岐路6
bは、油圧室3内への作動油Oの注油口及び油圧室3内
のエア抜き口となるものである。そして、溝2bの底面
5には、管路6の底面5側の開口端6cの周囲に、油圧
室3を構成する底板11の底面と溝2bの底面5との間
を液密に封止する封止材10が設けられている。本実施
の形態では、封止材10として、溝2bの底面5におい
て管路6の開口端6cの周囲に形成される略円環形状の
封止溝5aに設置されるOリングを用いている。
As shown in FIG. 2, the base 2 is formed with pipes 6 which are bifurcated from the bottom surface 5 of the groove 2b and communicate with the two side surfaces 2c and 2d of the base 2, respectively. This conduit 6
Are connected to the inside of the hydraulic chamber 3 through a bottom plate 11 (described later) constituting the hydraulic chamber 3, and
The branch path 6a communicating with the cylinder 7 has a substantially cylindrical cylinder 7 into which a plunger 21 to be described later is inserted, the diameter of the side face 2c being enlarged.
It has been. The branch path 6b communicating with the side surface 2d is also enlarged in diameter on the side surface 2d side to form a substantially cylindrical screw hole 9 to which the valve 8 is attached. Valve 8 and branch 6
“b” serves as a lubrication port for the hydraulic oil O into the hydraulic chamber 3 and an air vent in the hydraulic chamber 3. The bottom surface 5 of the groove 2b is liquid-tightly sealed between the bottom surface of the bottom plate 11 constituting the hydraulic chamber 3 and the bottom surface 5 of the groove 2b around the opening end 6c on the bottom surface 5 side of the conduit 6. A sealing material 10 is provided. In the present embodiment, as the sealing material 10, an O-ring installed in a substantially annular sealing groove 5a formed around the open end 6c of the conduit 6 on the bottom surface 5 of the groove 2b is used. .

【0018】油圧室3は、図1(b)及び図3に示すよ
うに、溝2bの底面に載置される大略円環形状をなす底
板11と、外圧を受ける略円環形状の受圧板13と、こ
れら底板11と受圧板13の外周縁同士を接続する外側
側壁部12aと、これら底板11と受圧板13の内周縁
同士を接続する内側側壁部12bとを有している。底板
11は、外側、内側側壁部12a、12bを介して受圧
板13を支持するもので、油圧室3が受けると予想され
る外圧に耐えうる程度の肉厚が確保されている。また、
底板11には、図2(b)に示すように、溝2bの底面
5に形成される管路6の開口端6cと連通させて底面か
ら上面まで達する流通孔11aが形成されており、これ
によって油圧室3が基台2の管路6に接続されている。
そして、図2(a)に示すように、底板11の流通孔1
1aに対して底板11の径方向の内周側及び外周側に位
置する縁部には、それぞれボルト挿通孔11cを有する
張り出し部11bが設けられており、底板11をボルト
Bによって基台2の溝2bの底面5に密着状態に固定で
きるようになっている。ここで、張り出し部11bは、
この部分だけでなく、必要に応じて底板11の任意の箇
所に任意の数設けることができる。本実施の形態では、
底板11の基台2への取り付けバランスを考慮して、さ
らに底板11の中心を挟んだ反対側にも内周側及び外周
側に位置する縁部にそれぞれ張り出し部11bを設けて
いる。
As shown in FIGS. 1B and 3, the hydraulic chamber 3 has a substantially annular bottom plate 11 mounted on the bottom surface of the groove 2b, and a substantially annular pressure receiving plate for receiving external pressure. 13, an outer side wall portion 12a connecting the outer peripheral edges of the bottom plate 11 and the pressure receiving plate 13, and an inner side wall portion 12b connecting the inner peripheral edges of the bottom plate 11 and the pressure receiving plate 13 to each other. The bottom plate 11 supports the pressure receiving plate 13 via the outer and inner side wall portions 12a and 12b, and has a sufficient thickness to withstand an external pressure expected to be received by the hydraulic chamber 3. Also,
As shown in FIG. 2 (b), the bottom plate 11 has a communication hole 11a extending from the bottom surface to the top surface in communication with the open end 6c of the conduit 6 formed on the bottom surface 5 of the groove 2b. Thereby, the hydraulic chamber 3 is connected to the pipeline 6 of the base 2.
Then, as shown in FIG.
Overhangs 11b each having a bolt insertion hole 11c are provided at radially inner and outer peripheral sides of the bottom plate 11 with respect to the bottom plate 1a. It can be fixed to the bottom surface 5 of the groove 2b in close contact. Here, the overhang portion 11b is
Not only this portion but also an arbitrary number can be provided at an arbitrary position of the bottom plate 11 as needed. In the present embodiment,
In consideration of the mounting balance of the bottom plate 11 to the base 2, overhangs 11 b are provided at the edges located on the inner peripheral side and the outer peripheral side on the opposite side of the center of the bottom plate 11.

【0019】外側側壁部12aは、図1(b)及び図3
に示すように、略円環形状をなす複数の大径リング状部
材16によって構成されるものであって、また内側側壁
部12bは、外径が大径リング状部材16の内径よりも
小さい略円環形状をなす複数の小径リング状部材17に
よって構成されるものである。
The outer side wall portion 12a is shown in FIGS.
As shown in FIG. 5, the inner side wall portion 12b has an outer diameter smaller than the inner diameter of the large-diameter ring-shaped member 16. It is constituted by a plurality of small-diameter ring-shaped members 17 having an annular shape.

【0020】大径リング状部材16は、図3に示すよう
に、略円環形状をなす薄板の径方向の中間部16aが径
方向に対して傾斜されて、外周部16bと内周部16c
とが径方向に略平行かつ互いに軸方向に段違いの平面と
されている。これら大径リング状部材16は、互いに上
下の向きを違えて軸方向に液密に接続されるものであっ
て、互いの内周部16c同士または外周部16b同士を
面接触させた状態で接続されている。本実施の形態で
は、大径リング状部材16は四つ接続されており、例え
ば外周部16b同士を接続する場合、互いの外周縁16
d同士を溶接している。(さらに互いの外周部16bと
中間部16aとの境界部分同士を溶接して、これらの接
続強度を確保してもよい)。同様にして、例えば内周部
16c同士を接続する場合、互いの内周縁16e同士を
溶接し、さらに互いの内周部16cの中間部16aとの
境界部分同士を溶接して、これらの接続強度を確保して
いる。
As shown in FIG. 3, the large-diameter ring-shaped member 16 has an outer peripheral portion 16b and an inner peripheral portion 16c in which a radially intermediate portion 16a of a substantially annular thin plate is inclined with respect to the radial direction.
Are planes that are substantially parallel to the radial direction and that are stepped from each other in the axial direction. These large-diameter ring-shaped members 16 are connected in a liquid-tight manner in the axial direction with their vertical directions being different from each other, and are connected in a state where the inner peripheral portions 16c or the outer peripheral portions 16b are in surface contact with each other. Have been. In the present embodiment, four large-diameter ring-shaped members 16 are connected. For example, when connecting the outer peripheral portions 16b, the outer peripheral edges 16
d are welded together. (Furthermore, the boundary portions between the outer peripheral portion 16b and the intermediate portion 16a may be welded to each other to secure the connection strength between them). Similarly, when the inner peripheral portions 16c are connected to each other, for example, the inner peripheral edges 16e are welded to each other, and further, the boundary portions between the inner peripheral portions 16c and the intermediate portion 16a are welded to each other, so that their connection strengths are increased. Is secured.

【0021】そして、これら大径リング状部材16のう
ち、上下端に位置する大径リング状部材16は、それぞ
れ外周部16bを底板11の上面、受圧板13の下面に
面接触させた状態で溶接等によって液密に接続されてい
る。本実施の形態では、これら底板11、受圧板13に
接続される大径リング状部材16は、それぞれ底板1
1、受圧板13に、その外周部16bと中間部16aと
の境界部分を溶接され、さらに外周縁16dを溶接され
ることで接続されている。これによって大径リング状部
材16の底板11及び受圧板13に対する接続強度を確
保するとともに、受圧板13において油圧室3内に満た
された作動油Oに外圧を作用させる面Fの外周縁を確定
する。
The large-diameter ring members 16 located at the upper and lower ends of the large-diameter ring members 16 have their outer peripheral portions 16b in surface contact with the upper surface of the bottom plate 11 and the lower surface of the pressure receiving plate 13, respectively. They are connected in a liquid-tight manner by welding or the like. In the present embodiment, the large-diameter ring-shaped member 16 connected to the bottom plate 11 and the pressure receiving plate 13 is
1. The pressure receiving plate 13 is connected by welding a boundary portion between the outer peripheral portion 16b and the intermediate portion 16a and further welding an outer peripheral edge 16d. Thereby, the connection strength of the large-diameter ring-shaped member 16 to the bottom plate 11 and the pressure receiving plate 13 is ensured, and the outer peripheral edge of the surface F in which the external pressure acts on the hydraulic oil O filled in the hydraulic chamber 3 in the pressure receiving plate 13 is determined. I do.

【0022】小径リング状部材17は、外径が大径リン
グ状部材16の内径よりも小さい略円環形状をなす薄板
の、径方向の中間部17aが径方向に対して傾斜され
て、外周部17bと内周部17cとが径方向に略平行か
つ互いに軸方向に段違いの平面とされている。これら小
径リング状部材17は、大径リング状部材16と同様、
互いに上下の向きを違えて軸方向に液密に接続されるも
のであって、互いの内周部17c同士または外周部17
b同士を面接触させた状態で接続されている。本実施の
形態では、小径リング状部材17は四つ接続されてお
り、例えば外周部17b同士を接続する場合、互いの外
周部17bの中間部17aとの境界部分同士を溶接し、
さらに互いの外周縁17d同士を溶接して、これらの接
続強度を確保している。同様にして、例えば内周部17
c同士を接続する場合、互いの内周縁17e同士を溶接
している(さらに互いの内周部17cの中間部17aと
の境界部分同士を溶接して、これらの接続強度を確保し
てもよい)。
The small-diameter ring-shaped member 17 has a substantially annular shape in which the outer diameter is smaller than the inner diameter of the large-diameter ring-shaped member 16. The portion 17b and the inner peripheral portion 17c are planes that are substantially parallel to the radial direction and that are stepped in the axial direction. These small diameter ring-shaped members 17 are similar to the large diameter ring-shaped members 16.
They are connected in a liquid-tight manner in the axial direction with their vertical directions different from each other.
b are connected in a state where they are in surface contact with each other. In the present embodiment, four small-diameter ring-shaped members 17 are connected. For example, when connecting the outer peripheral portions 17b, the boundary portions between the outer peripheral portions 17b and the intermediate portion 17a are welded,
Further, the outer peripheral edges 17d are welded to each other to secure the connection strength therebetween. Similarly, for example, the inner peripheral portion 17
In the case where c are connected to each other, their inner peripheral edges 17e are welded to each other (further, the boundaries between the inner peripheral portions 17c and the intermediate portion 17a may be welded to each other to secure the connection strength therebetween. ).

【0023】そして、これら小径リング状部材17のう
ち、上下端に位置する小径リング状部材17は、大径リ
ング状部材16とは逆に、それぞれ内周部17cを底板
11の上面、受圧板13の下面に面接触させた状態で溶
接等によって液密に接続されている。本実施の形態で
は、これら底板11、受圧板13に接続される小径リン
グ状部材17は、それぞれ底板11、受圧板13に、そ
の内周部17cの中間部17aとの境界部分を溶接さ
れ、さらに内周縁17eを溶接されることで接続されて
いる。これによってこれらの接続強度を確保するととも
に、受圧板13において油圧室3内に満たされた作動油
Oに外圧を作用させる面Fの内周縁を確定して面Fの径
方向の幅Wを一定とし、受圧面積を常に一定とする。
Out of these small-diameter ring-shaped members 17, the small-diameter ring-shaped members 17 positioned at the upper and lower ends, opposite to the large-diameter ring-shaped member 16, respectively have an inner peripheral portion 17c on the upper surface of the bottom plate 11, 13 is connected in a liquid-tight manner by welding or the like in a state of being in surface contact with the lower surface of 13. In the present embodiment, the small-diameter ring-shaped members 17 connected to the bottom plate 11 and the pressure receiving plate 13 are welded to the bottom plate 11 and the pressure receiving plate 13, respectively, at a boundary between the inner peripheral portion 17c and the intermediate portion 17a. Further, the inner peripheral edge 17e is connected by welding. This ensures these connection strengths, and determines the inner peripheral edge of the surface F on which the external pressure is applied to the hydraulic oil O filled in the hydraulic chamber 3 in the pressure receiving plate 13 to keep the radial width W of the surface F constant. And the pressure receiving area is always constant.

【0024】ここで、小径リング状部材17の中間部1
7a、外周部17b、内周部17cのそれぞれの径方向
の幅は、それぞれ大径リング状部材16の中間部16
a、外周部16b、内周部16cのそれぞれの径方向の
幅と等しく、また、中間部17aの径方向の傾斜角度も
大径リング状部材16における中間部16aの径方向の
傾斜角度に等しい。これによって、外側側壁部12a及
び内側側壁部12bの断面形状は、図3に示すように略
蛇腹状となる。また、小径リング状部材17の厚みは大
径リング状部材16の厚みと等しく、本実施の形態では
これらの厚みは約1mmとされている。
Here, the intermediate portion 1 of the small diameter ring-shaped member 17
The radial width of each of the outer peripheral portion 17b and the inner peripheral portion 17c is equal to the intermediate portion 16 of the large-diameter ring-shaped member 16.
a, the radial width of the outer peripheral portion 16b, and the radial width of the inner peripheral portion 16c, and the radial inclination angle of the intermediate portion 17a is also equal to the radial inclination angle of the intermediate portion 16a of the large-diameter ring-shaped member 16. . Thereby, the cross-sectional shapes of the outer side wall portion 12a and the inner side wall portion 12b become substantially bellows as shown in FIG. The thickness of the small-diameter ring-shaped member 17 is equal to the thickness of the large-diameter ring-shaped member 16, and in the present embodiment, these thicknesses are set to about 1 mm.

【0025】受圧板13は、外側、内側側壁部12a、
12bを構成する大径リング状部材16及び小径リング
状部材17よりも肉厚に形成されており、本実施の形態
では厚さ約3mmとされている。これによって外圧を受
けた際にはまず外側、内側側壁部12a、12bに変形
を生じさせて、受圧板13の変形による受圧面積の変動
を低減させている。この受圧板13において、外側側壁
部12aと内側側壁部12bとによって囲まれる面、す
なわち油圧室3内に満たされた作動油Oに外圧を作用さ
せる面Fの面積は、油圧室3の受圧面積となる。
The pressure receiving plate 13 has outer and inner side wall portions 12a,
It is formed thicker than the large-diameter ring-shaped member 16 and the small-diameter ring-shaped member 17 constituting 12b, and has a thickness of about 3 mm in the present embodiment. As a result, when an external pressure is applied, the outer and inner side walls 12a and 12b are first deformed to reduce the variation in the pressure receiving area due to the deformation of the pressure receiving plate 13. In the pressure receiving plate 13, the area of the surface surrounded by the outer side wall portion 12 a and the inner side wall portion 12 b, that is, the area of the surface F for applying an external pressure to the hydraulic oil O filled in the hydraulic chamber 3 is the pressure receiving area of the hydraulic chamber 3. Becomes

【0026】油圧測定装置4は、図2に示すように、前
述した基台2の管路6の分岐路6aに形成されるシリン
ダ7と、シリンダ7内に挿入される先端側に拡径部21
aを有するプランジャ21と、プランジャ21が挿通さ
れた状態でシリンダ7の開口端に取り付けられて、シリ
ンダ7からのプランジャ21の抜け止めとなるブッシン
グ22と、シリンダ7内でブッシング22とプランジャ
21の拡径部21aとの間に配されて、プランジャ21
を油圧室3の内圧に抗して作動油Oを油圧室3内に押し
返す向きに付勢するスプリング23(付勢部材)と、シ
リンダ7からのプランジャ21の突出量を検出する位置
センサー24によって構成されている。
As shown in FIG. 2, the hydraulic pressure measuring device 4 includes a cylinder 7 formed in the branch path 6a of the pipe line 6 of the base 2 described above, 21
a, a bushing 22 which is attached to the open end of the cylinder 7 with the plunger 21 inserted and which prevents the plunger 21 from falling out of the cylinder 7, and a bushing 22 and the plunger 21 in the cylinder 7. The plunger 21 is disposed between the plunger 21 and the enlarged diameter portion 21a.
A spring 23 (biasing member) for urging the hydraulic oil O back into the hydraulic chamber 3 against the internal pressure of the hydraulic chamber 3 and a position sensor 24 for detecting the amount of protrusion of the plunger 21 from the cylinder 7. It is configured.

【0027】プランジャ21の拡径部21aよりも先端
側には、直径約3mm程度の略円筒形状をなし、シリン
ダ7よりも分岐路6aの奥方に挿入されるノーズ21b
が形成されている。また、ノーズ部21b、拡径部21
a、及びブッシング22に挿通される部分の外周にはそ
れぞれOリング等の封止材26が設けられており、プラ
ンジャ21は分岐路6a及びシリンダ7を液密に封止し
ながらその長手方向に摺動可能とされている。また、本
実施の形態では、プランジャ21の後端側には、位置セ
ンサー24を操作するための突起21cが設けられてい
る。
The plunger 21 has a substantially cylindrical shape with a diameter of about 3 mm on the tip side from the enlarged diameter portion 21a, and a nose 21b inserted deeper into the branch passage 6a than the cylinder 7.
Are formed. In addition, the nose portion 21b, the enlarged diameter portion 21
a, and a sealing material 26 such as an O-ring is provided on the outer periphery of a portion inserted into the bushing 22, and the plunger 21 is sealed in the longitudinal direction while sealing the branch path 6a and the cylinder 7 in a liquid-tight manner. It is slidable. In the present embodiment, a projection 21c for operating the position sensor 24 is provided on the rear end side of the plunger 21.

【0028】スプリング23のバネ定数は、例えば油圧
室3の内圧が2MPa変化する毎に、スプリング23に
付勢されるプランジャ21がその長手方向に沿って1m
m移動するように設定される。位置センサー24は、有
線または無線によってデータロガーや遠隔地にある監視
装置等の情報処理装置Lに接続されており、シリンダ7
からのプランジャ21の突出量すなわち油圧室3の内圧
の情報の蓄積または遠隔地からの油圧室3の内圧の監視
を可能にするものである。本実施の形態では、位置セン
サー24として、例えばシリンダ7からプランジャ21
が所定量突出することでプランジャ21の後端側に設け
られた突起21cによって操作されるマイクロスイッチ
が用いられ、油圧室3の内圧が所定の圧力になった時点
で操作されるようになっている。そして、このマイクロ
スイッチは例えばプランジャ21が後退限位置(油圧室
3に許容限度の外圧が加わった際のプランジャ21の位
置)または前進限位置(油圧室3に外力が加わっていな
い状態におけるプランジャ21の位置)、もしくはその
他油圧室3に目安となる所定の圧力が加わった際にプラ
ンジャ21の突起21cによって操作されるように設け
ることができ、その設置数は任意である。ここで、油圧
測定装置4において、例えばプランジャ21に長手方向
に目盛りを設け、ブッシング22から突出される量、す
なわちシリンダ7からのプランジャ21の突出量を目視
によって測定することができるようにしてもよい。この
目盛りは、プランジャ21の突出量を示す目盛りでもよ
く、またプランジャ21の突出量を油圧室3の内圧また
は油圧室3に加わった外圧に換算して示す目盛りとして
もよい。また、基台2側にプランジャ21の長手方向に
沿ってスケールを取り付けることでプランジャ21の突
出量を目視によって測定可能にしてもよい。
The spring constant of the spring 23 is, for example, every time the internal pressure of the hydraulic chamber 3 changes by 2 MPa, the plunger 21 urged by the spring 23 moves by 1 m along its longitudinal direction.
It is set to move by m. The position sensor 24 is connected to an information processing device L such as a data logger or a remote monitoring device by wire or wirelessly.
It is possible to accumulate information on the amount of protrusion of the plunger 21 from the hydraulic chamber 3, that is, the internal pressure of the hydraulic chamber 3, or to monitor the internal pressure of the hydraulic chamber 3 from a remote place. In the present embodiment, the position sensor 24 is, for example,
Is projected by a predetermined amount, a microswitch operated by a projection 21c provided on the rear end side of the plunger 21 is used, and is operated when the internal pressure of the hydraulic chamber 3 reaches a predetermined pressure. I have. The micro switch is, for example, a plunger 21 in a retreat limit position (position of the plunger 21 when an allowable limit of external pressure is applied to the hydraulic chamber 3) or a forward limit position (plunger 21 in a state where no external force is applied to the hydraulic chamber 3). ), Or when operated by the projection 21c of the plunger 21 when a predetermined reference pressure is applied to the hydraulic chamber 3, the number of installation is arbitrary. Here, in the hydraulic pressure measuring device 4, for example, a scale is provided in the plunger 21 in the longitudinal direction so that the amount of protrusion from the bushing 22, that is, the amount of protrusion of the plunger 21 from the cylinder 7 can be visually measured. Good. This scale may be a scale indicating the amount of protrusion of the plunger 21 or a scale indicating the amount of protrusion of the plunger 21 converted into the internal pressure of the hydraulic chamber 3 or the external pressure applied to the hydraulic chamber 3. Alternatively, a scale may be attached to the base 2 along the longitudinal direction of the plunger 21 so that the amount of protrusion of the plunger 21 can be measured visually.

【0029】以下より、このように構成される圧力測定
装置1の使用例として、圧力測定装置1を図4に示すア
ンカー36の緊張力の測定に用いた場合について説明す
る。圧力測定装置1は、油圧室3をアンカーヘッド33
に向けた状態でアンカーヘッド32と台座部34との間
に配置し、地表に引き出したアンカーケーブル31を基
台2の貫通孔2aを通じてアンカーヘッド32に挿通
し、この状態でジャッキ等により山留め壁32に反力を
とってアンカーケーブル31を緊張・締結することでア
ンカー36に組み込まれる。そして、油圧室3の受圧板
13がアンカー36の緊張力(外圧)を受けると、外側
側壁部12a及び内側側壁部12bが弾性変形して、外
側側壁部12aを構成する大径リング状部材16の中間
部16a及び内側側壁部12bを構成する小径リング状
部材17の中間部17aが弾性変形して油圧室3の容積
が変化し、油圧室3の内圧が上昇する。すると、油圧室
3内の作動油Oの一部が管路6の分岐路6aに送り込ま
れて、油圧測定装置4のプランジャ21のノーズ部21
bを押圧し、プランジャ21をスプリング23の付勢力
に抗してシリンダ7から突出させる向きに移動させる。
Hereinafter, as an example of use of the pressure measuring device 1 configured as described above, a case where the pressure measuring device 1 is used for measuring the tension of the anchor 36 shown in FIG. 4 will be described. The pressure measuring device 1 connects the hydraulic chamber 3 to the anchor head 33.
The anchor cable 32 is disposed between the anchor head 32 and the pedestal portion 34 in a state where the anchor cable 32 is pulled out, and the anchor cable 31 pulled out to the ground surface is inserted into the anchor head 32 through the through hole 2a of the base 2, and in this state, a mountain retaining wall is jacked or the like. The anchor cable 31 is assembled into the anchor 36 by tensioning and fastening the anchor cable 31 by taking a reaction force to the anchor cable 32. When the pressure receiving plate 13 of the hydraulic chamber 3 receives the tension (external pressure) of the anchor 36, the outer side wall 12a and the inner side wall 12b are elastically deformed, and the large-diameter ring-shaped member 16 forming the outer side wall 12a is formed. The intermediate portion 17a of the small-diameter ring-shaped member 17 forming the intermediate portion 16a and the inner side wall portion 12b is elastically deformed to change the volume of the hydraulic chamber 3 and increase the internal pressure of the hydraulic chamber 3. Then, a part of the hydraulic oil O in the hydraulic chamber 3 is sent to the branch path 6 a of the pipe 6, and the nose portion 21 of the plunger 21 of the hydraulic pressure measuring device 4.
b, the plunger 21 is moved in a direction to protrude from the cylinder 7 against the urging force of the spring 23.

【0030】ここで、油圧室3が受けたアンカー36の
緊張力の大きさは、無負荷状態におけるシリンダ7から
のプランジャ21の突出量と外圧を受けた状態での突出
量との差と、油圧室3の受圧面積から次のようにして求
められる。まず、スプリング23の変位量とスプリング
23のバネ定数からノーズ部21bが油圧室3の内圧か
ら受けた圧力を算出する。この圧力にノーズ部21bの
先端面の面積に対する油圧室3の受圧面積、すなわち受
圧板13の面Fの面積の比をかけることで油圧室3が受
けたアンカー36の緊張力の大きさが算出される。ここ
で、油圧室3の受圧面積、すなわち受圧板13において
大径リング状部材16と小径リング状部材17とによっ
て囲まれる面Fの面積は常に一定であるので、油圧室3
が受けたアンカー36の緊張力の測定精度が確保され
る。
Here, the magnitude of the tension of the anchor 36 received by the hydraulic chamber 3 is determined by the difference between the amount of protrusion of the plunger 21 from the cylinder 7 under no load and the amount of protrusion under external pressure. It is obtained from the pressure receiving area of the hydraulic chamber 3 as follows. First, the pressure that the nose portion 21b receives from the internal pressure of the hydraulic chamber 3 is calculated from the displacement amount of the spring 23 and the spring constant of the spring 23. The magnitude of the tension of the anchor 36 received by the hydraulic chamber 3 is calculated by multiplying this pressure by the ratio of the pressure receiving area of the hydraulic chamber 3 to the area of the tip end surface of the nose portion 21b, that is, the area of the surface F of the pressure receiving plate 13. Is done. Here, the pressure receiving area of the hydraulic chamber 3, that is, the area of the surface F surrounded by the large-diameter ring-shaped member 16 and the small-diameter ring-shaped member 17 in the pressure receiving plate 13 is always constant.
The measurement accuracy of the tension of the anchor 36 received by the operator is ensured.

【0031】ここで、プランジャ21の位置を検出する
マイクロスイッチからなる位置センサー24を、例えば
アンカー36の緊張力が適正範囲の上限または下限とな
った状態でプランジャ21の突起21cによって操作さ
れる位置に設け、これら位置センサー24の状態を監視
することで、アンカー36が正常に機能しているかどう
かを知ることができる。そして、これら位置センサー2
4の間にさらに位置センサー24を設けることでプラン
ジャ21の位置、すなわちアンカー36の緊張力の変位
をより詳細に検出することができ、アンカー36の緊張
力の推移から山留めの状態をより詳細に知ることも可能
となる。
Here, the position sensor 24 composed of a microswitch for detecting the position of the plunger 21 is moved to a position operated by the projection 21c of the plunger 21 in a state where the tension of the anchor 36 is at the upper limit or lower limit of the appropriate range. And by monitoring the status of these position sensors 24, it is possible to know whether the anchor 36 is functioning normally. And these position sensors 2
4, the position of the plunger 21, that is, the displacement of the tension of the anchor 36 can be detected in more detail. It is also possible to know.

【0032】このように構成される圧力測定装置1によ
れば、油圧室3の変形が外側側壁部12a及び内側側壁
部12bの弾性変形によって生じるので、油圧室3の変
形が繰り返されてもこれら外側側壁部12a及び内側側
壁部12bに疲労が生じにくく、これら外側側壁部12
a及び内側側壁部12bの強度が低下しにくいので、油
圧室3の寿命が長くなる。また、油圧測定装置4が位置
センサー24を除いて純機械的かつ単純な構成とされて
いるので、過酷な環境下でも経年変化による機能低下が
生じにくく、また油圧室の内圧の繰り返し変動に対する
耐久性も向上させることができる。また位置センサー2
4は油圧室3とは独立しているので、油圧室3の内圧を
保持したまま交換することができる。
According to the pressure measuring device 1 configured as described above, the deformation of the hydraulic chamber 3 is caused by the elastic deformation of the outer side wall 12a and the inner side wall 12b. The outer side wall portion 12a and the inner side wall portion 12b are hardly subject to fatigue.
The strength of the hydraulic chamber 3 is prolonged because the strength of the inner wall portion 12a and the inner side wall portion 12b is not easily reduced. Further, since the hydraulic pressure measuring device 4 has a purely mechanical and simple configuration excluding the position sensor 24, the functional deterioration due to aging does not easily occur even in a severe environment, and the durability against the repetitive fluctuation of the internal pressure of the hydraulic chamber. Performance can also be improved. Also position sensor 2
Since the pressure chamber 4 is independent of the hydraulic chamber 3, it can be replaced while maintaining the internal pressure of the hydraulic chamber 3.

【0033】上記実施の形態では、圧力測定装置1の油
圧室3の外側側壁部12aを、四つの大径リング状部材
16を接続して構成し、内側側壁部12bを、四つの小
径リング状部材17を接続して構成した例を示したが、
これに限られることなく、それぞれ最低二つ以上を接続
すればよく、さらに多くの大径リング状部材16及び小
径リング状部材17を接続することで、これら外側側壁
部12a及び内側側壁部12bの弾性変形範囲を大きく
して、より油圧室3の繰り返し変形に対する耐久性を向
上させて寿命を長くすることができる。また、上記実施
の形態において、油圧測定装置4を構成する管路6及び
シリンダ7を、基台2に形成するのではなく、独立した
部品によって構成することで、基台2をなくしても構わ
ない。
In the above embodiment, the outer side wall 12a of the hydraulic chamber 3 of the pressure measuring device 1 is formed by connecting four large-diameter ring-shaped members 16, and the inner side wall 12b is formed by four small-diameter ring-shaped members. Although the example in which the members 17 are connected to each other is shown,
Without being limited to this, at least two or more may be connected, and by connecting more large-diameter ring-shaped members 16 and small-diameter ring-shaped members 17, these outer side wall portions 12 a and inner side wall portions 12 b are connected. By increasing the elastic deformation range, the durability against repeated deformation of the hydraulic chamber 3 can be further improved, and the life can be prolonged. In the above-described embodiment, the pipe 6 and the cylinder 7 constituting the oil pressure measuring device 4 are not formed on the base 2 but are formed by independent parts, so that the base 2 may be omitted. Absent.

【0034】[0034]

【発明の効果】本発明の請求項1記載の圧力測定装置に
よれば、外側側壁部を構成する大径リング状部材のう
ち、底板、受圧板に接続される大径リング状部材は、こ
れら底板、受圧板に外周部を接続されており、また内側
側壁部を構成する小径リング状部材のうち、底板、受圧
板に接続される小径リング状部材は、これら底板、受圧
板に内周部を接続されており、受圧面積が確定されるの
で、これら大径、小径リング状部材が外圧を受けて変形
しても受圧面積は常に一定に保たれ、測定精度を確保す
ることができる。また、外圧を受けることで大径、小径
リング状部材が皿バネと同様に作用し、油圧室の変形は
中間部が弾性変形することで生じるので、外側側壁部及
び内側側壁部に疲労が生じにくくなり、油圧室の寿命を
延ばすことができる。ここで、外側側壁部を構成する大
径リング状部材及び内側側壁部を構成する小径リング状
部材の数を増やすことで、外側側壁部及び内側側壁部の
弾性変形範囲を大きくとることができ、油圧室の繰り返
し変形に対する耐久性を向上させて寿命を延ばすことが
できる。
According to the pressure measuring device of the first aspect of the present invention, among the large-diameter ring-shaped members constituting the outer side wall, the large-diameter ring-shaped member connected to the bottom plate and the pressure-receiving plate is composed of these members. The outer peripheral portion is connected to the bottom plate and the pressure receiving plate, and among the small-diameter ring-shaped members constituting the inner side wall portion, the small-diameter ring-shaped member connected to the bottom plate and the pressure receiving plate has an inner peripheral portion connected to the bottom plate and the pressure receiving plate. And the pressure receiving area is determined. Therefore, even if these large-diameter and small-diameter ring-shaped members are deformed by receiving an external pressure, the pressure receiving area is always kept constant, and the measurement accuracy can be secured. In addition, the large-diameter and small-diameter ring-shaped members act in the same manner as a coned disc spring when subjected to external pressure, and the deformation of the hydraulic chamber is caused by the elastic deformation of the intermediate portion, so that fatigue occurs on the outer side wall and the inner side wall. And the life of the hydraulic chamber can be extended. Here, by increasing the number of large-diameter ring-shaped members forming the outer side wall portion and the number of small-diameter ring-shaped members forming the inner side wall portion, it is possible to increase the elastic deformation range of the outer side wall portion and the inner side wall portion, The durability against repeated deformation of the hydraulic chamber can be improved and the life can be extended.

【0035】請求項2記載の圧力測定装置によれば、油
圧測定装置は純機械的かつ単純な構成とされているの
で、過酷な環境下でも経年変化による機能低下が生じに
くく、また油圧室の内圧の繰り返し変動に対する耐久性
も向上させることができる。
According to the pressure measuring device of the second aspect, since the hydraulic pressure measuring device has a purely mechanical and simple structure, it is unlikely that its function will deteriorate due to aging even in a harsh environment, The durability against repeated fluctuations in the internal pressure can also be improved.

【0036】請求項3記載の圧力測定装置によれば、油
圧測定装置は油圧室に接続されるシリンダからのプラン
ジャの突出量から求めており、油圧室の内圧を検出する
センサーが油圧室から切り離されているので、油圧室の
油圧を保持した状態でセンサーの交換を行うことができ
る。
According to the pressure measuring device of the third aspect, the hydraulic pressure measuring device obtains from the amount of protrusion of the plunger from the cylinder connected to the hydraulic pressure chamber, and the sensor for detecting the internal pressure of the hydraulic pressure chamber is separated from the hydraulic pressure chamber. Therefore, the sensor can be replaced while maintaining the hydraulic pressure in the hydraulic chamber.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の実施の形態における圧力測定装置の
構成を示す図であって、図1(a)は圧力測定装置の一
部破断平面図、図1(b)は図1(a)におけるB−B
矢視断面図である。
FIG. 1 is a diagram showing a configuration of a pressure measuring device according to an embodiment of the present invention, wherein FIG. 1 (a) is a partially cutaway plan view of the pressure measuring device, and FIG. 1 (b) is FIG. BB in
It is arrow sectional drawing.

【図2】 本発明の実施の形態における圧力測定装置の
構成を示す図であって、図2(a)は図1(a)におけ
る要部拡大図、図2(b)は図2(a)におけるC−C
矢視断面図である。
2A and 2B are diagrams illustrating a configuration of a pressure measuring device according to an embodiment of the present invention. FIG. 2A is an enlarged view of a main part in FIG. 1A, and FIG. CC in ())
It is arrow sectional drawing.

【図3】 本発明の実施の形態における圧力測定装置の
構成を示す図であって、図1(b)における要部拡大図
である。
FIG. 3 is a diagram showing a configuration of a pressure measuring device according to an embodiment of the present invention, and is an enlarged view of a main part in FIG. 1 (b).

【図4】 圧力測定装置の用途の一つであるアンカー工
法の概略構成を示す断面図である。
FIG. 4 is a cross-sectional view showing a schematic configuration of an anchor method which is one of applications of the pressure measuring device.

【図5】 アンカーの構成を示す要部分解斜視図であ
る。
FIG. 5 is an exploded perspective view of a main part showing a configuration of an anchor.

【図6】 従来の圧力測定装置の油圧室の形状を示す図
であって、図6(a)は油圧室の平面図、図6(b)は
油圧室のA−A矢視断面図である。
6 (a) is a plan view of the hydraulic chamber, and FIG. 6 (b) is a cross-sectional view of the hydraulic chamber taken along the line AA. FIG. is there.

【図7】 図6(b)に示す油圧室の拡大図であって、
図7(a)は油圧室が外圧を受けていない状態を示し、
図7(b)は油圧室が外圧を受けた状態を示している。
FIG. 7 is an enlarged view of the hydraulic chamber shown in FIG.
FIG. 7A shows a state where the hydraulic chamber is not subjected to external pressure,
FIG. 7B shows a state in which the hydraulic chamber has received an external pressure.

【符号の説明】[Explanation of symbols]

1 圧力測定装置 3 油圧室 4 油圧測定装置 7 シリンダ 11 底板 12a 外側側壁部 12b 内側側壁部 13 受圧板 16 大径リング状部材 17 小径リング状
部材 16a、17a 中間部 16b、17b 外
周部 16c、17c 内周部 21 プランジャ 23 スプリング(付勢部材) 24 位置センサー
DESCRIPTION OF SYMBOLS 1 Pressure measuring device 3 Hydraulic chamber 4 Hydraulic pressure measuring device 7 Cylinder 11 Bottom plate 12a Outer side wall part 12b Inner side wall part 13 Pressure receiving plate 16 Large-diameter ring-shaped member 17 Small-diameter ring-shaped member 16a, 17a Intermediate part 16b, 17b Outer part 16c, 17c Inner circumference 21 Plunger 23 Spring (biasing member) 24 Position sensor

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 作動油を満たされた状態で密閉された油
圧室が外圧を受けて変形することで生じる内圧の変動か
ら外圧を求める圧力測定装置であって、 略円環形状をなす底板と、略円環形状をなす受圧板と、
これら底板と受圧板の外周縁同士を接続する外側側壁部
と、これら底板と受圧板の内周縁同士を接続する内側側
壁部と、 前記底板、前記外側側壁部、前記内側側壁部及び前記受
圧板とによって大略円環形状に形成される油圧室内に満
たされた作動油の圧力を測定する油圧測定装置とを備
え、 前記外側側壁部は、略円環形状をなす薄板の径方向の中
間部が前記径方向に対して傾斜されて外周部と内周部と
が前記径方向に略平行かつ互いに軸方向に段違いの平面
とされる同形同大の大径リング状部材を、少なくとも二
つ以上、上下の向きを違えて軸方向に液密に接続してな
り、 前記内側側壁部は、略円環形状をなす薄板の径方向の中
間部が前記径方向に対して傾斜されて外周部と内周部と
が前記径方向に略平行かつ互いに軸方向に段違いの平面
とされる同形同大の小径リング状部材を、少なくとも二
つ以上、上下の向きを違えて軸方向に液密に接続してな
り、 これら大径リング状部材のうち上下端に位置する大径リ
ング状部材はそれぞれ外周部を前記底板、前記受圧板に
液密に接続されており、 これら小径リング状部材のうち上下端に位置する小径リ
ング状部材はそれぞれ内周部を前記底板、前記受圧板に
液密に接続されていることを特徴とする圧力測定装置。
1. A pressure measuring device for obtaining an external pressure from a fluctuation of an internal pressure caused by an external pressure deforming a sealed hydraulic chamber in a state of being filled with hydraulic oil, comprising: a bottom plate having a substantially annular shape; A pressure receiving plate having a substantially annular shape,
An outer side wall connecting the outer peripheral edges of the bottom plate and the pressure receiving plate; an inner side wall connecting the inner peripheral edges of the bottom plate and the pressure receiving plate; and the bottom plate, the outer side wall, the inner side wall, and the pressure receiving plate. And a hydraulic pressure measuring device for measuring the pressure of the hydraulic oil filled in the hydraulic chamber formed in a substantially annular shape by the outer side wall portion, wherein the radially intermediate portion of the thin annular plate having a substantially annular shape is provided. At least two or more large-diameter ring-shaped members which are inclined with respect to the radial direction, and whose outer peripheral portion and inner peripheral portion are substantially parallel to the radial direction and have flat surfaces that are stepped in the axial direction with respect to each other. The upper and lower side walls are connected in a liquid-tight manner in the axial direction, and the inner side wall portion is formed such that a radially intermediate portion of a thin plate having a substantially annular shape is inclined with respect to the radial direction and has an outer peripheral portion. A plane whose inner peripheral portion is substantially parallel to the radial direction and is stepped in the axial direction with respect to each other. At least two or more small-diameter ring-shaped members of the same shape and the same size are connected in a liquid-tight manner in the axial direction by changing the vertical direction. Each of the ring-shaped members has an outer peripheral portion connected to the bottom plate and the pressure receiving plate in a liquid-tight manner. Of these small-diameter ring-shaped members, small-diameter ring-shaped members located at the upper and lower ends respectively have an inner peripheral portion having the bottom plate and the pressure receiving plate. A pressure measuring device, which is connected to the plate in a liquid-tight manner.
【請求項2】 前記油圧測定装置が、前記油圧室に接続
されるシリンダと、 該シリンダ内に挿入されるプランジャと、該プランジャ
を前記油圧室の内圧に抗して前記作動油を前記油圧室内
に押し返す向きに付勢する付勢部材とを有し、 前記プランジャが前記シリンダから突出される量の変化
で前記油圧室内の内圧の変化を示すように配されている
ことを特徴とする請求項1記載の圧力測定装置。
2. The hydraulic pressure measuring device comprises: a cylinder connected to the hydraulic chamber; a plunger inserted into the cylinder; and the hydraulic oil is applied to the hydraulic chamber by causing the plunger to resist the internal pressure of the hydraulic chamber. And a biasing member for biasing the plunger in a direction in which the plunger protrudes from the cylinder to indicate a change in the internal pressure in the hydraulic chamber. 2. The pressure measuring device according to 1.
【請求項3】 前記油圧測定装置が、前記シリンダから
の前記プランジャの突出量から前記油圧室内の内圧を検
出するセンサーを有していることを特徴とする請求項2
記載の圧力測定装置。
3. The hydraulic pressure measuring device according to claim 2, further comprising a sensor for detecting an internal pressure in the hydraulic chamber from an amount of protrusion of the plunger from the cylinder.
A pressure measuring device as described.
JP2000043307A 2000-02-21 2000-02-21 Pressure measuring device Expired - Fee Related JP3265298B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000043307A JP3265298B2 (en) 2000-02-21 2000-02-21 Pressure measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000043307A JP3265298B2 (en) 2000-02-21 2000-02-21 Pressure measuring device

Publications (2)

Publication Number Publication Date
JP2001235380A true JP2001235380A (en) 2001-08-31
JP3265298B2 JP3265298B2 (en) 2002-03-11

Family

ID=18566243

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000043307A Expired - Fee Related JP3265298B2 (en) 2000-02-21 2000-02-21 Pressure measuring device

Country Status (1)

Country Link
JP (1) JP3265298B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007298513A (en) * 2006-05-05 2007-11-15 Soc Des Usines Quiri & Co Circuit pressure display
JP2011196845A (en) * 2010-03-19 2011-10-06 Kjs Engineering Kk Load measuring apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007298513A (en) * 2006-05-05 2007-11-15 Soc Des Usines Quiri & Co Circuit pressure display
JP2011196845A (en) * 2010-03-19 2011-10-06 Kjs Engineering Kk Load measuring apparatus

Also Published As

Publication number Publication date
JP3265298B2 (en) 2002-03-11

Similar Documents

Publication Publication Date Title
US10012334B2 (en) Structure for attaching pressure detector
KR101883500B1 (en) Hermetically sealed pressure sensor device
US4993266A (en) Semiconductor pressure transducer
KR101789866B1 (en) Retrievable pressure sensor and the a method for retrieving the same
US7165459B2 (en) Pressure sensor
RU2693732C1 (en) Pressure transmitter with overpressure protection
US20090120194A1 (en) Silicon pressure sensor
US6539808B2 (en) Press-fit remote diaphragm assembly
US20200056954A1 (en) Overpressure protection system
JP2010249705A (en) Civil engineering pressure transducer
JP3265298B2 (en) Pressure measuring device
US9316551B2 (en) Torque insensitive header assembly
KR101016495B1 (en) Diaphragm pressure sensor
CN214895837U (en) Mounting structure of geomagnetic detector
CN1580724B (en) Pressure transmitter
JP2018017711A (en) Vehicle weight measuring device
JP3111715U (en) Cold-resistant water level gauge
JPH08178783A (en) Differential pressure / pressure transmitter
JP3135916U (en) Center-hole type load transducer
US20050145044A1 (en) Six degrees of freedom mirrored cantilever extensometer
US20250277714A1 (en) A hang-off system for measuring a top tension in a flexible pipe, associated assembly and assembling method
US4586577A (en) Load converter
JP3991787B2 (en) Pressure sensor
JP3110509B2 (en) Pressure sensor
JP2021162567A (en) Water pressure sensor

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
R150 Certificate of patent or registration of utility model

Ref document number: 3265298

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071228

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081228

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081228

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091228

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101228

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101228

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111228

Year of fee payment: 10

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111228

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121228

Year of fee payment: 11

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131228

Year of fee payment: 12

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees