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JP5629862B2 - Depth gauge - Google Patents
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JP5629862B2 - Depth gauge - Google Patents

Depth gauge Download PDF

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JP5629862B2
JP5629862B2 JP2010180804A JP2010180804A JP5629862B2 JP 5629862 B2 JP5629862 B2 JP 5629862B2 JP 2010180804 A JP2010180804 A JP 2010180804A JP 2010180804 A JP2010180804 A JP 2010180804A JP 5629862 B2 JP5629862 B2 JP 5629862B2
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water
depth
air
pressure
chamber
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JP2012039879A (en
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河合 俊之
俊之 河合
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本発明は、魚釣りにおいて仕掛けを投入した場所の水深を簡単・迅速に測定する水深計に関するものである。  The present invention relates to a depth gauge that simply and quickly measures the water depth at a place where a device is inserted in fishing.


釣りにおいて仕掛けの水深位置を簡単に知る方法として、特許番号第4435899がある。

Patent No. 4434599 is a method for easily knowing the water depth position of the device in fishing.

特許番号第4435899号公告Announcement of Patent No. 4434599

特許番号第4435899の水深計は構造が簡単・小型軽量なため、重量が小さく仕掛けの一部として用いることが容易である。又、操作が単純なため釣り行動に対する負荷も極めて小さい。 The depth meter of Patent No. 4345899 has a simple structure, small size and light weight, so it is small in weight and easy to use as a part of the device. Moreover, since the operation is simple, the load on the fishing action is extremely small.

この方式は、水深計の位置する水圧を保留維持し大気中で空気室(13)の空気圧にバランスしている水位を深度の目盛りで読取ることを特徴としている。このような測定法には高圧維持に対する器具の安全性を充分保証する必要がある。強度不足によって水管の変形・破裂等で水深計が破損不能になったり、操作人への危害の懸念も想定される。また、海岸などに高圧状態で放棄されると拾った人達に危険を及ぼしかねない。自己保持式の器具では扱い方によって予想外の大きな深度圧(水深)を拾ってしまうことも充分考慮しておく必要があろう。そうした場合、圧力負荷部の材料選定や形状による強度対策だけでは不十分のように思われる。 This method is characterized in that the water pressure at which the depth gauge is positioned is maintained and the water level that is balanced with the air pressure of the air chamber (13) in the atmosphere is read on the depth scale. Such a measurement method must sufficiently ensure the safety of the instrument against high pressure maintenance. Insufficient strength may make it impossible to damage the depth gauge due to deformation or rupture of the water pipe, and there may be dangers to the operator. Also, if they are abandoned at high pressure on the beach, etc., they may be dangerous. It may be necessary to take into account that unexpectedly large depth pressure (water depth) may be picked up depending on how the self-holding device is handled. In such a case, it seems that the strength selection based on the material selection and shape of the pressure load section is insufficient.

本発明による水深計のしくみを図面に基づき説明する。こゝで図12〜図17の水路回路図内に用いた記号の内容は次の通りである。
Pa=大気圧
Pn=浅部の水圧(深度小)
Pb=深部の水圧(深度大)
Pe=ゴム板やバネの復元圧
Hb=深部Pb時の水位
The mechanism of the depth gauge according to the present invention will be described with reference to the drawings. The contents of symbols used in the waterway circuit diagrams of FIGS. 12 to 17 are as follows.
Pa = Atmospheric pressure Pn = Shallow water pressure (small depth)
Pb = deep water pressure (high depth)
Pe = Restoring pressure of rubber plate and spring
Hb = water level at deep Pb

次に、しくみの基本を図面に基づき説明すると図1〜図3のように従来の水深計の空気室の最端部(13a)に空気溜り室(16)を設け空気室と導通状態にしておく。空気溜り室(16)を本体に結合するにあたり空気溜り室(16)を水中に晒せるように、本体に開放マド(15)を設けるとよい。この空気溜り室の伸縮板(16a)には、円盤やベローズのような形状でゴム材やエラストマー材のような反発性とフレキシブル性に富んだ材料がよい。また、円盤上の伸縮板(16a)とフレーム(1)の結合は、図1のように伸縮板(16a)の外周縁部のみを機密性を有した接着剤で直接貼着するか、図8のように空気溜り室基台(21)を設けそれに伸縮板(16a)を密着状態に張り合わせ外周をバンドで締め込むなどして気密結合する。 Next, the basic mechanism will be described with reference to the drawings . As shown in FIGS. 1 to 3 , an air reservoir chamber (16) is provided at the outermost end (13a) of a conventional depth gauge so as to be in conduction with the air chamber. deep. In connecting the air reservoir chamber (16) to the main body, an open mud (15) may be provided in the main body so that the air reservoir chamber (16) can be exposed to water. For the expansion / contraction plate (16a) of the air retention chamber, a material having a resilience and flexibility such as a rubber material or an elastomer material in a shape such as a disk or a bellows is preferable. Further, the expansion plate (16a) on the disk and the frame (1) can be joined by directly sticking only the outer peripheral edge of the expansion plate (16a) with a confidential adhesive as shown in FIG. As shown in FIG. 8, an air reservoir chamber base (21) is provided, and the elastic plate (16 a) is adhered to the base plate and the outer periphery is fastened with a band.

そしてこの結合時は伸縮板(16a)に予備張力を与えておくとよい。内圧が作用しないときは材料自身の復元力で常に基台に対し密着を保証するようにして空気溜り室(16)の容量を最小値になるようにする。図3のような伸縮板(16a)がベローズタイプの場合には、フレーム(1)にベローズの伸縮板(16a)を気密接合したのち、ベローズの頭部をばね(16b)でフレーム(1)に押付けて密着を保証するようにする。空気溜り室基台(21)を設ける場合は、図6のように空気室の最端部(13a)に対しねじ結合などで脱着可能にするとメンテナンス性が向上し信頼性も向上する。 And at the time of this connection, it is good to give preliminary tension to an expansion-contraction board (16a). When the internal pressure does not act, the capacity of the air reservoir chamber (16) is minimized by always guaranteeing close contact with the base by the restoring force of the material itself. When the elastic plate (16a) as shown in FIG. 3 is a bellows type, the bellows elastic plate (16a) is hermetically joined to the frame (1), and then the head of the bellows is attached to the frame (1) with a spring (16b). To ensure close contact. When the air reservoir chamber base (21) is provided, maintenance is improved and reliability is improved by making it possible to attach and detach the outermost end portion (13a) of the air chamber by screw connection or the like as shown in FIG.

一方、空気溜り室(16)は、図11の空隙部(16a)ように一定の空隙が保つように構成しても可能である。ただし空隙を設ける場合には凹部の容積を水位管の容積として算入しておく必要がある。 On the other hand, the air reservoir chamber (16) may be configured so as to maintain a constant gap as in the gap portion (16a) of FIG. However, when providing a gap, it is necessary to include the volume of the recess as the volume of the water level pipe.

なおこの空気溜り室(16)は、図3〜図5、図10のように外部からばね(16b)で一定の押し圧を常時与えるようにしてもよい。伸縮板の上からばね(16b)で押すようにし空気溜り室(16)内に常時一定の外圧を与えるようにする。
適性なばね選定によって、リリーフの強さを容易に一定化でき安全装置としての信頼性は向上する。そして図10のように、調整ネジ(16e)を設ければそれぞれのばねの反発力が調整可能になり信頼性・生産性はさらに安定向上する。
In addition, you may make it this air reservoir chamber (16) always apply a fixed pressing pressure with the spring (16b) from the outside like FIGS. 3-5, FIG. The spring (16b) is pushed from above the telescopic plate so that a constant external pressure is always applied to the air reservoir (16).
By selecting an appropriate spring, the strength of the relief can be easily fixed and the reliability as a safety device is improved. Then, as shown in FIG. 10, if the adjusting screw (16e) is provided, the repulsive force of each spring can be adjusted, and the reliability and productivity are further improved stably.

つぎに、このようなしくみの作用について基本回路図(図12〜図16)を用いて説明する。図12は図1に示す本発明水深計における測定に入る前の待機状態を示す。大気中の細管路(2)は気体(空気)で満たされており、空気溜り室(16)は伸縮板(16a)の予備張力「Pe」が働きその内容積は最小値にある。開閉弁(4)、逆止弁(3)は「閉」の状態にあり細管路の開口部(2a)は大気に開口している。 Next, the operation of such a mechanism will be described with reference to basic circuit diagrams (FIGS. 12 to 16). FIG. 12 shows a standby state before entering the measurement in the depth gauge of the present invention shown in FIG. The narrow pipe line (2) in the atmosphere is filled with gas (air), and the pre-tension "Pe" of the expansion and contraction plate (16a) acts in the air reservoir chamber (16), and its internal volume is at a minimum value. The on-off valve (4) and the check valve (3) are in a “closed” state, and the opening (2a) of the narrow pipe is open to the atmosphere.

このような水深計が水中へ投じられ沈降すると、図13のように水圧「Pb」の作用で開口部(2a)から逆止弁(3)を通り水が細管路(2)へ浸入し、この作用は細管路の空気とバランスするまで続く。この時点では空気溜り室(16)は外面から水圧Pbと予備張力Peの作用で内容積に変化は生じない。ここで着底または任意の深度でバランスした水位を「Hb」としたときこの時点の空気室(13)の圧力は「Pb」に等しい。 When such a depth gauge is thrown into the water and sinks, water enters the narrow pipe (2) from the opening (2a) through the check valve (3) by the action of the water pressure “Pb” as shown in FIG. This action continues until it balances with the air in the capillary. At this time, the internal volume of the air chamber (16) does not change from the outer surface by the action of the water pressure Pb and the pretension Pe. Here, when the water level settled at the bottom or at an arbitrary depth is “Hb”, the pressure of the air chamber (13) at this time is equal to “Pb”.

次にその水深から上昇に転じると水深は浅くなるので水圧「Pb」は図14に示すように「Pn」に変わる。「Pn」は「Pn>Pb」である。ここで水位「Hb」は逆止弁(3)によってインターロックされているため水位「Hb」はそのまゝで変化は生じない。「Pb」である空気室(13)の圧力は空気溜り室(16)の外面水圧が「Pb→Pn」へと小さくなるため空気溜り室(16)の容積は「Pb−Pn」だけ拡大し空気室(3)の圧力は減圧する。 Next, when the water depth starts to rise, the water depth becomes shallow, so the water pressure “Pb” changes to “Pn” as shown in FIG. “Pn” is “Pn> Pb”. Here, since the water level “Hb” is interlocked by the check valve (3), the water level “Hb” does not change as it is. The pressure of the air chamber (13), which is “Pb”, decreases the external water pressure of the air reservoir chamber (16) from “Pb → Pn”, so the volume of the air reservoir chamber (16) increases by “Pb−Pn”. The pressure in the air chamber (3) is reduced.

仮りにこの時点から再び沈降を続け水圧が「Pb」に達したとしても水圧による空気溜り室(16)の収縮がともなうため空気圧の増加を介して開口部(2a)からの浸水は生じない。そしてさらに沈降が増した場合は図13のような形態をとって水位「Hb」は深度に比例してバランス的に増加することになる。 Even if the sedimentation is continued again from this point in time and the water pressure reaches “Pb”, the air reservoir chamber (16) is contracted by the water pressure, so that the water is not infiltrated from the opening (2a) through the increase of the air pressure. When the sedimentation further increases, the water level “Hb” increases in a proportional manner in proportion to the depth in the form shown in FIG.

着底又は任意の深度を経た水深計を手元(大気中)に取込んだ時点の回路形態を図15に示す。「水圧=0」のため空気室(13)の内圧は予備張力「Pe」を受けている。水位「Hb」は逆止弁(3)によってインターロックされているため変化は生じない。その分空気溜り室(16)の容積は「Pb−Pa」とさらに大きく拡大するため空気室(13)の圧力はその分減圧する。 FIG. 15 shows a circuit configuration at the time when a depth gauge that has reached the bottom or an arbitrary depth is taken into the hand (in the atmosphere). Since “water pressure = 0”, the internal pressure of the air chamber (13) is subjected to the preliminary tension “Pe”. Since the water level “Hb” is interlocked by the check valve (3), no change occurs. Accordingly, the volume of the air reservoir chamber (16) is further expanded to “Pb-Pa”, so the pressure of the air chamber (13) is reduced accordingly.

深度目盛りの読取りを終え水位を0点に戻す「リタ−ン」操作は図16に示す。開閉弁(4)を「開」にすることにより予備張力「Pe」によって進入水は開口部(2a)へ排出され水位は0点へ戻りこの時点で空気溜り室(16)の容積は「最小値」になって水深計は初期状態に戻ることになる。 FIG. 16 shows the “return” operation for returning the water level to 0 point after reading the depth scale. By opening the on-off valve (4), the ingress water is discharged to the opening (2a) by the pretension "Pe" and the water level returns to the 0 point. At this time, the volume of the air chamber (16) is "minimum" The depth gauge will return to the initial state.

インクを封入したリザ−バタイプの水深計においても目的の作用の点ではこれまでの説明と基本的に変わらない。図17にその水路回路図を示す。リザ−バであるインク溜(17)の内部に空気溜り室(16)を設けそれと空気室の最端部(13a)を回路的に結合する。水圧は直接インク溜(17)に作用するため空気溜り室(16)を含め他の構成要件はすでに述べた内容と変わらない。 The reservoir type water depth gauge in which the ink is sealed is basically the same as the above description in terms of the intended function. FIG. 17 shows the water channel circuit diagram. An air reservoir chamber (16) is provided inside an ink reservoir (17), which is a reservoir, and this is coupled to the outermost end (13a) of the air chamber in a circuit. Since the water pressure acts directly on the ink reservoir (17), the other components including the air reservoir (16) are the same as those already described.

従来型では測定深度が大きくなればなるほど、高圧化によってチェック弁にリークが生じ水位がバラ付くようになる。本発明の空気の溜りを設けた水深計の方は、常に低圧なためこういう問題は皆無となった。また、常に低圧で計測できるので強度不足による水管の変形・破裂などで水深計が使用不能になったり、操作人への危害の懸念なども排除できる。その上内圧が常に低いことは本体のデザインの自由度が向上するため、製造技術の簡素化や製造コストの低減などに大きく寄与すると思われる。 In the conventional type, the greater the measurement depth, the higher the pressure, causing the check valve to leak and the water level to vary. The depth gauge provided with the air reservoir according to the present invention is always at a low pressure, so there is no such problem. Moreover, since measurement can always be performed at a low pressure, the depth gauge can not be used due to deformation or rupture of the water pipe due to insufficient strength, and the danger of injury to the operator can be eliminated. In addition, the constant low internal pressure increases the degree of freedom in the design of the main body, so it seems to greatly contribute to simplification of manufacturing technology and reduction of manufacturing costs.

図1は空気溜り室に円盤状の伸縮板(16a)を貼着したタイプである本発明の水深計の主要構造を示す内部説明図である。(実施例1)FIG. 1 is an internal explanatory view showing a main structure of a depth gauge according to the present invention, which is a type in which a disc-shaped elastic plate (16a) is attached to an air reservoir. Example 1 図2は図1の図中A−A矢視部を示す部分説明図である。(実施例1)FIG. 2 is a partial explanatory view showing an AA arrow portion in FIG. Example 1 図3は本発明水深計の主要構造を示す内部説明図である。(実施例1)FIG. 3 is an internal explanatory view showing the main structure of the depth meter of the present invention. Example 1 図4は図3の図中B部の測定待機状態を示す部分拡大断面図である。(実施例1)FIG. 4 is a partially enlarged cross-sectional view showing a measurement standby state at a portion B in FIG. Example 1 図5は図3の水中における本体の上昇時の空気溜まり室(16)の膨張を示す部分拡大断面図である。(実施例1)FIG. 5 is a partially enlarged cross-sectional view showing the expansion of the air chamber (16) when the main body is raised in the water of FIG. Example 1 図6は本発明ので空気溜まり室をアタッチメント形として利用したリザ−バ方式水深計の主要構造を示す内部説明図である。(実施例2)FIG. 6 is an internal explanatory view showing a main structure of a reservoir type depth meter using an air reservoir chamber as an attachment type according to the present invention. (Example 2) 図7は図6の図中A部を示す部分拡大図である。(実施例2)FIG. 7 is a partially enlarged view showing a portion A in FIG. (Example 2) 図8はアタッチメント化した本発明の空気溜り室基台の測定前時の内部説明図である。(実施例2)FIG. 8 is an explanatory view of the inside of the attached air chamber base of the present invention before measurement. (Example 2) 図9はアタッチメント化した本発明の空気溜り室基台の空気膨張時の内部説明図である。(実施例2)FIG. 9 is an explanatory view of the interior of the air reservoir chamber base of the present invention that is made into an attachment when the air is expanded. (Example 2) 図10はばねを用いアタッチメント化した本発明の本発明の空気溜り室基台の内部説明図である。(実施例2)FIG. 10 is an explanatory diagram of the interior of the air retention chamber base of the present invention which is attached using a spring. (Example 2) 図11は空隙部を用いアタッチメント化した本発明の空気溜り室基台の内部説明図である。(実施例2)FIG. 11 is an explanatory diagram of the interior of the air reservoir chamber base of the present invention that is attached using a gap. (Example 2) 図12は図1、図3に示す本発明水深計の測定前時(待機状態)を示す回路図の説明図である。(実施例1)FIG. 12 is an explanatory diagram of a circuit diagram showing a state before measurement (standby state) of the depth meter of the present invention shown in FIGS. Example 1 図13は図1、図3に示す本発明水深計の水中のおける計測状態(浸水中)を示す回路図の説明図である。(実施例1)FIG. 13 is an explanatory diagram of a circuit diagram showing a measurement state (immersion) in water of the depth gauge of the present invention shown in FIGS. 1 and 3. Example 1 図14は図1、図3に示す本発明水深計が図3の水中の計測時において水深を浅い方へ移動した場合を示す回路図の説明図である。(実施例1)FIG. 14 is an explanatory diagram of a circuit diagram showing a case where the water depth gauge of the present invention shown in FIGS. 1 and 3 moves to a shallower water depth during underwater measurement in FIG. Example 1 図15は図1、図3に示す本発明水深計において水深計を手元に取込んだ時点を示す回路図の形態説明図である。(実施例1)FIG. 15 is an explanatory diagram of a circuit diagram showing a point in time when the depth gauge of the present invention shown in FIGS. Example 1 図16は図1、図3に示す本発明水深計において水位をリセットする場合を示す回路図の説明図である。(実施例1)FIG. 16 is an explanatory diagram of a circuit diagram showing a case where the water level is reset in the depth gauge of the present invention shown in FIGS. Example 1 図17は図6に示す本発明水深計であるリザ−バ方式の場合の水中における計測状態(浸水中)を示す回路図の説明図である。(実施例2)FIG. 17 is an explanatory diagram of a circuit diagram showing a measurement state (immersion) in water in the case of the reservoir method which is the depth gauge of the present invention shown in FIG. (Example 2)

大気中で深度の読取りにあたり、空気室(13)の圧力を測定深度に関わらず常に減圧しながら深度の読取りを安全に行うという目的を、空気室の先端部(13a)に空気溜り室(16)を設け空気の溜り室の外面に開口部(2a)と同時に水圧がかかるようにすることで空気室(13)の圧力を測定深度に関わらず常にバランスしながら低い圧力に下げることが可能となり深度の読取りを安全に行えることが実現した。 When reading the depth in the atmosphere, the purpose of reading the depth safely while always reducing the pressure of the air chamber (13) regardless of the measurement depth is to be added to the air reservoir (16) at the tip (13a) of the air chamber. ) And the water pressure is applied to the outer surface of the air reservoir chamber simultaneously with the opening (2a), so that the pressure of the air chamber (13) can be lowered to a low pressure while always balancing regardless of the measurement depth. It was realized that depth reading can be performed safely.

実施例1は、浸入した水の量(水位)を測定するタイプの水深計に本発明の空気溜り室を利用したものであり、図1、図3は空気溜り室(16)を空気室の最端部(13a)に設けた本発明の水深計の主要構造を示す内部説明図であって、図2は図1のA−A部矢視図で図4は図3のB部拡大説明図で図5は図3の水中における本体の上昇時の空気溜り室(16)の膨張を示す部分拡大断面図である。 In Example 1, the air reservoir chamber of the present invention is used for a depth gauge of the type that measures the amount of infiltrated water (water level), and FIGS. 1 and 3 show that the air reservoir chamber (16) is an air chamber. an internal explanatory diagram showing the main structure of the depth gauge of the present invention which is provided in the endmost (13a), 2 4 B enlarged description of FIG. 3 in a-a section view along arrow of FIG. 1 FIG. 5 is a partially enlarged cross-sectional view showing the expansion of the air chamber (16) when the main body is raised in the water of FIG.

図1、図3の実施例の基本的なしくみ、作用等については「課題を解決するための手段」にてすでに述べた通りであるからここでは割愛する。そしてこのような構成において、まず動作確認のため4倍スケールで大型水深計を試作し水槽テストを試み期待通りの結論を得た。そしてこの検証をもとに実用モデルの水深計を作りそれぞれの遠投テストを試みた。試料数は図1のタイプ、図3のタイプそれぞれ7ヶずつ計14ヶである。また遠投テストには従来型(特許番号第4435899)の水深計も7ヶ用意し3者間のトラブルや扱いやすさ、性能等を比較した。特に3者とも操作上のトラブルは生じなかった。しかし50m以上の深度計測になると水位を0点に戻す「リタ−ン」操作時に従来型は急激に噴出水が飛散し危険性を感じたが、図1のタイプ、図3のタイプでは全く静かで危険性は確認できるものは無かった。 Since the basic mechanism and operation of the embodiment shown in FIGS. 1 and 3 have already been described in “Means for Solving the Problems”, they are omitted here. In such a configuration, first, a large-scale water depth gauge was prototyped on a quadruple scale for operation confirmation, and a water tank test was attempted, and the expected conclusion was obtained. Based on this verification, we made a practical model depth gauge and tried each long throw test. The total number of samples is 14 for each of the 7 types shown in FIG. In addition, seven conventional depth gauges (Patent No. 4345899) were prepared for the long throw test, and the troubles, ease of handling, performance, etc. among the three parties were compared. In particular, there were no operational problems for all three. However, when the depth measurement was over 50m, the “return” operation to return the water level to 0 point felt the danger that the conventional type suddenly splattered the squirting water, but the type shown in FIG. 1 and the type shown in FIG. There was nothing that could be confirmed.

一方性能テストにおいて、水深計を手元に引寄せ水位を読取った値のバラツキテストを実施したところ、水深が100mぐらいを超すと空気溜り室を設けていない従来型の方に水位のバラツキが大きく発生していた。深度100mの読取り深度値の平均及びバラツキは「58.6m、σ=14.0」と大きな変動の値を示した。一方、本発明の実施例1のグループ(図1のタイプ、図3のタイプ)は読取り深度の値が「98.6m、σ=1.4」と真の値に極めて近く安定していた。ただしこの値は図1のタイプと図3のタイプ全14ヶの評価値である。 On the other hand, in the performance test, when the water depth gauge was used and the water level was read, a variation test was performed. Was. The average and variation of the reading depth value at a depth of 100 m showed a large variation value of “58.6 m, σ = 14.0”. On the other hand, the group according to the first embodiment of the present invention (the type shown in FIG. 1 and the type shown in FIG. 3) had a reading depth value of “98.6 m, σ = 1.4” and was very close to the true value and stable. However, this value is an evaluation value of all 14 types in FIG. 1 and FIG.

実施例2はインクを内装しインクの水位によって深度を測定するタイプの水深計に利用したものであり、図6は空気溜まり室をアタッチメント形として設けた本発明の水深計の主要構造を示す内部説明図である。図7は図6の図中A部を示す部分拡大図である。図8は図6のアタッチメント化した本発明の空気溜り室基台(21)の測定前時の内部説明図であり、図9は図8の空気膨張時の内部説明図である。図10はばねを用いアタッチメント化した本発明の本発明の空気溜り室基台(21)の内部説明図であり、図11は空隙部を用いアタッチメント化した本発明の空気溜り室基台(21)の内部説明図である。 Example 2 is used for a depth meter of the type in which ink is housed and the depth is measured by the water level of the ink, and FIG. 6 shows the main structure of the depth meter of the present invention in which the air reservoir chamber is provided as an attachment type. It is explanatory drawing. FIG. 7 is a partially enlarged view showing a portion A in FIG. FIG. 8 is an internal explanatory view before measurement of the air chamber base (21) of the present invention attached as shown in FIG. 6, and FIG. 9 is an internal explanatory view at the time of air expansion in FIG. FIG. 10 is an explanatory diagram of the interior of the air reservoir chamber base (21) of the present invention that is attached using a spring. FIG. 11 is an air reservoir chamber base (21) of the present invention that is attached using a gap. FIG.

次に図6の実施例の構造的なしくみについて簡単に説明する。本体のフレーム(1)の内部に細管路(2)を設け、それに並行してフレーム(1)の側面にインク溜(17)を設ける。フレーム(1)は全体を透明な材料で一体構造にしてもよいが、図6のようにサブフレーム(1a)を設けその部分のみ透明な材料にして管路部分を成形し、それをフレームに気密接合してもよい。一体フレーム又はサブフレーム(1a)の外表面には図中の深度目盛表示面(1b)の位置に細管路(2)の位置と対応させて従来と同じく水位用の深度目盛りを形成しておく。 Next, the structural mechanism of the embodiment of FIG. 6 will be briefly described. A narrow pipe passage (2) is provided inside the frame (1) of the main body, and an ink reservoir (17) is provided on the side surface of the frame (1) in parallel therewith. The frame (1) may be entirely constructed of a transparent material, but the subframe (1a) is provided as shown in FIG. 6 and only that portion is made of a transparent material to form a pipe line portion. Airtight joining may be used. A depth scale for the water level is formed on the outer surface of the integrated frame or subframe (1a) in correspondence with the position of the narrow pipe passage (2) at the position of the depth scale display surface (1b) in the figure as in the prior art. .

管路ギャラリーは細管路(2)に逆止弁(3)を設けその先をインク溜(17)に開口しておく。また逆止弁(3)と並行して細管路(2)からインク溜(17)にバイパス管路となる開閉弁ポ−ト(4b)を設け、インク溜(17)に開口しておく。 In the pipeline gallery, a check valve (3) is provided in the narrow pipeline (2) and the tip is opened in the ink reservoir (17). In parallel with the check valve (3), an open / close valve port (4b) serving as a bypass line is provided from the narrow pipe (2) to the ink reservoir (17) and opened to the ink reservoir (17).

そしてフレーム(1)又はサブフレーム(1a)のインク溜(17)側にヒンジを設けておき、それに開閉弁フレーム(4)をピン(4f)で回転自在に係合しておく。開閉弁フレーム(4)には開口部(2a)の位置に弁体(4a)を設けておく。そしてその設置方向の端部を押釦(4d)として共用させる。またこの部分が押釦として介入し得るようフレーム(1)に穴を明け、この穴の外面部に外覆板(4e)を接着剤等で気密接合しておく。また開閉弁フレーム(4)にはフレーム(1)との間に開閉弁用ばね(4c)を設け、この作用で弁体(4a)が開閉弁ポ−ト(4b)を閉塞するようにしておく。 Then, a hinge is provided on the ink reservoir (17) side of the frame (1) or the sub frame (1a), and the on-off valve frame (4) is rotatably engaged with the pin (4f). A valve element (4a) is provided in the opening / closing valve frame (4) at the position of the opening (2a). The end in the installation direction is shared as a push button (4d). Further, a hole is made in the frame (1) so that this portion can intervene as a push button, and an outer cover plate (4e) is hermetically bonded with an adhesive or the like to the outer surface portion of this hole. The on-off valve frame (4) is provided with an on-off valve spring (4c) between the on-off valve frame (4) and the valve element (4a) closes the on-off valve port (4b) by this action. deep.

そして細管路の空気室(13)の方はその先端をインク溜(17)に開口させるが、この空気室の最端部(13a)に空気溜り室基台(21)をねじなどでサブフレーム(1a)に気密的に結合し空気溜り室(16)を形成せしめておく。
そしてインク溜(17)は隔覆板(18)をフレーム(1)の案内面に気密接着剤で密封接合するが、この隔覆板はゴムやエラストマー材のようなフレキシブル性の大きい材料がよい。
The air chamber (13) of the narrow pipe is opened at the tip to the ink reservoir (17). The air reservoir chamber base (21) is attached to the outermost end (13a) of the air chamber with a screw or the like. (1a) is hermetically coupled to form an air reservoir (16).
The ink reservoir (17) seals and joins the partition plate (18) to the guide surface of the frame (1) with an airtight adhesive. The partition plate is preferably made of a highly flexible material such as rubber or an elastomer material. .

そしてこのような構成で、この方式の水深計を作りそれぞれの遠投テストを試みた。試料数は実施例と同じく7ヶで行った。遠投テストの条件は実施例1と同一である。しかし特に操作上のトラブルは見られなかった。そして水位を0点に戻す「リタ−ン」操作時でも全く静かで7ケ全数とも異状は皆無であった。
性能テストは実施例1と同じ条件で実施した。そして深度100mの読取値のバラツキテストは読取り深度の値が「99.0m、σ=1.2」と実施例1の図1のタイプと図3のタイプと同等、それ以上に真の値に近く安定することが判明した。
And with such a configuration, we made this type of depth gauge and tried each long throw test. The number of samples was 7 as in the example. The conditions for the long throw test are the same as in the first embodiment. However, no operational trouble was found. Even when the “return” operation was performed to return the water level to 0, it was completely quiet and there were no abnormalities in all seven units.
The performance test was performed under the same conditions as in Example 1. In the variation test of the reading value at the depth of 100 m, the reading depth value is “99.0 m, σ = 1.2”, which is equivalent to the type of FIG. 1 and the type of FIG. It turned out to be stable soon.

本発明の水深計は安全でかつ常に計測時の最大深度を記憶する特徴があり、しかも電源を必要とせず半永久的に作動を持続し得るので、釣りの携帯用具のほか、ダイビングなどの潜水スポーツや水中作業者が潜水時の携帯用具として携行すれば自分の潜水行為を確認でき、また水中に設置する漁業関係の浮遊設備などに設ければ高潮などの影響経過を簡単に知ることができるなど本発明の簡易水深計としての産業分野への利用用途は広い。 The depth meter of the present invention is safe and always memorizes the maximum depth at the time of measurement, and since it does not require a power source and can be operated semipermanently, in addition to fishing portable equipment, diving sports such as diving Or underwater workers can carry it as a portable device during diving, and can check their own diving action, and if it is installed in floating facilities related to fisheries installed in the water, it is possible to easily know the impact of storm surges etc. The use application to the industrial field as a simple depth meter of the present invention is wide.

1 フレーム
1a サブフレーム
1b 深度目盛表示面
2 細管路
2a 開口部
3 逆止弁
3a 弁座
4 開閉弁フレーム
4a 弁体
4b 開閉弁ポ−ト
4c 開閉弁用ばね
4d 押釦
4e 外覆板
4f ピン
5 切欠き窓
6 おもり
7 フック
12 インク
13 空気室
13a 空気室の最端部
15 開放マド
16 空気溜り室
16a 伸縮板
16b ばね
16c ばね座
16d ばね押え
16e 調整ねじ
16f 空隙部
17 インク溜
18 隔覆板
19 主マド
20 押え板
21 空気溜り室基台
DESCRIPTION OF SYMBOLS 1 Frame 1a Sub-frame 1b Depth scale display surface 2 Narrow pipe line 2a Opening part 3 Check valve 3a Valve seat 4 On-off valve frame 4a Valve body 4b On-off valve port 4c On-off valve spring 4d Push button 4e Outer plate 4f Pin 5 Notched window 6 Weight 7 Hook 12 Ink 13 Air chamber 13a End of air chamber 15 Open mud 16 Air pool chamber 16a Telescopic plate 16b Spring 16c Spring seat 16d Spring retainer 16e Adjusting screw 16f Gap 17 Ink reservoir 18 Interval plate 19 Main mud 20 Presser plate 21 Air retention chamber base

Claims (2)

空気室の最端部(13a)を伸縮板(16a)で密封貼着して空気溜り室(16)を設け、この空気溜り室(16)を開口部(2a)と同じ水中雰囲気に晒すようにして、水中での深度変化を常に細管路(2)の水位に伝播しながらその間の最大水位(最大深度)を保持しつゝ、その間の空気室(13)の空気圧を常に水深計の開口部(2a)の水圧(雰囲気圧)近くまで減圧することを特徴とする自己保持型水深計の減圧システム。 An air reservoir chamber (16) is provided by sealing and sticking the extreme end (13a) of the air chamber with an elastic plate (16a), and the air reservoir chamber (16) is exposed to the same underwater atmosphere as the opening (2a). While maintaining the maximum water level (maximum depth) while always propagating the depth change in the water to the water level of the narrow pipe (2), the air pressure in the air chamber (13) is always opened in the depth gauge. A pressure reducing system for a self-holding depth gauge, wherein the pressure is reduced to near the water pressure (atmospheric pressure) of the section (2a). 水圧によって浸入する水の量から水の深さを測定することを可能とする水深計において、フレーム(1)の側面にインク溜り(17)を設けかつその中にインク(12)を隔覆板(18)で気密封入し、かつ隔覆板(18)の一方の面を水中に晒すようにし、かつ細管路(2)の端部には、細管路(2)からインク溜り(17)に向けて逆止弁(3)と並行して開閉可能な開閉弁ポ−ト(4b)を開口せしめ、かつ細管路(2)の反対側の一端には、空気溜り室(16)を設けそれをインク溜(17)へ晒すようにしたことを特徴とする水深計。 In a depth meter that makes it possible to measure the depth of water from the amount of water entering by water pressure, an ink reservoir (17) is provided on the side surface of the frame (1), and the ink (12) is covered with the ink (12). (18) is hermetically sealed, and one surface of the cover plate (18) is exposed to water, and at the end of the narrow pipe (2), from the narrow pipe (2) to the ink reservoir (17). An open / close valve port (4b) that can be opened and closed in parallel with the check valve (3) is opened, and an air reservoir chamber (16) is provided at one end on the opposite side of the narrow pipe (2). A water depth meter characterized by exposing the water to the ink reservoir (17).
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