JPH0329958Y2 - - Google Patents

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Publication number
JPH0329958Y2
JPH0329958Y2 JP3483186U JP3483186U JPH0329958Y2 JP H0329958 Y2 JPH0329958 Y2 JP H0329958Y2 JP 3483186 U JP3483186 U JP 3483186U JP 3483186 U JP3483186 U JP 3483186U JP H0329958 Y2 JPH0329958 Y2 JP H0329958Y2
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JP
Japan
Prior art keywords
hooks
coil spring
point
tension
locking
Prior art date
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Expired
Application number
JP3483186U
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Japanese (ja)
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JPS62149220U (en
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Priority to JP3483186U priority Critical patent/JPH0329958Y2/ja
Publication of JPS62149220U publication Critical patent/JPS62149220U/ja
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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、例えば、配電用架空引込線に異常
張力が加わつた場合に引込線及び引込線の支持点
を保護するため等に用いる異常張力緩衝器に関す
るものである。
[Detailed description of the invention] [Industrial application field] This invention relates to an abnormal tension buffer that is used, for example, to protect the drop-in line and the support points of the drop-in line when abnormal tension is applied to the overhead drop-in line for power distribution. It is something.

〔従来の技術〕[Conventional technology]

従来、配電用架空引込線における、家屋側引留
め方法は、家屋の破風や桁にリングボルトをビス
止めしたり、又はリングコーチを螺着し、このリ
ングボルトやリングコーチにバインドレス碍子を
引き止めこれに引込線を引き留めている。しかし
ながらこのような方法では、雪害地域において
は、冠雪の形成によるところの異常張力が引込線
に加えられ、その結果、引込線の引留め部分に限
界荷重以上の応力が加わり電線の絶縁被覆が破壊
され、そのままの状態で長時間放置すると、電線
導体が応力腐食によつて断線したり、また異常張
力によつて断線し、相間短絡を起こして相間スパ
ークなどにより、火災発生の原因となつたり、ま
たリングボルトやリングコーチが抜けて、引込線
の支持が不能となつたり、またはラス張り等の家
屋の壁にリングボルトやリングコーチが支持され
ている場合においては、家屋の破損を起こしてい
た。さらに雪害のみならず、微風振動やギヤロツ
ピングによる電線の断線等が発生し、その際長時
間の停電を余儀なくされる場合も多かつた。
Conventionally, the method of securing overhead lines for power distribution from the house side is to screw ring bolts to the gables or girders of the house, or to screw a ring coach, and to secure bindless insulators to the ring bolts or ring coach. The service line is kept in place. However, with this method, in snow-damaged areas, abnormal tension is applied to the drop-in wire due to the formation of a snow cap, and as a result, stress exceeding the limit load is applied to the retaining portion of the drop-in wire, causing the insulation coating of the wire to be destroyed. If left as is for a long period of time, the wire conductor may break due to stress corrosion, or may break due to abnormal tension, causing a short circuit between the phases and sparks between the phases, which may cause a fire. If a ring bolt or ring coach comes off, making it impossible to support the service line, or if the ring bolt or ring coach is supported by the wall of the house, such as a lath wall, the house may be damaged. In addition to snow damage, electrical wires were often broken due to slight wind vibrations and gear locking, often resulting in long power outages.

このような問題点に対処するため、出願人は先
に実開昭60−95240号で開示されるストツパー付
き緩衝コイルバネを提供した。これは、一端部に
掛止部を有する一対のフツクをリンク状に組合
せ、一定寸法内において両掛止部間の寸法を可変
に連結するとともに、このリンク部分を内包する
ように、密着巻きのコイルスプリングを所定の初
張力を設定して装着し、コイルスプリングの荷重
−たわみ特性に初張力設定点と、リンク部分の係
止状態によつて得られる止定点との2つの特性変
位点を設けた構成に係るもので、たとえば、一方
の掛止部を家屋側のリングコーチに係留し、他方
の掛止部を引込線を引留めたバインドレス碍子に
係留して使用するものである。これによつて、標
準使用状態では伸長せず常に一定の弛度を有し、
引込線に異常張力が加わつた場合すみやかに止定
点に至る伸長限度内のたわみを発現させ、その緩
衝作用によつて引込線の断線等を防止している。
In order to address these problems, the applicant previously provided a buffer coil spring with a stopper disclosed in Japanese Utility Model Application No. 60-95240. This involves combining a pair of hooks that have a hook at one end in a link shape, connecting the two hooks in a variable manner within a certain dimension, and tightly wrapping the hooks so as to enclose this link. The coil spring is installed with a predetermined initial tension set, and the load-deflection characteristics of the coil spring have two characteristic displacement points: the initial tension setting point and the fixed point obtained by the locked state of the link part. For example, one hook part is moored to a ring coach on the side of a house, and the other hook part is moored to a bindless insulator holding a service line. As a result, it does not stretch under standard usage conditions and always maintains a certain degree of slack.
When abnormal tension is applied to the lead-in wire, the lead-in wire is deflected within the extension limit to quickly reach the fixed point, and its buffering action prevents breakage of the lead-in wire.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところで、上記ストツパー付き緩衝コイルバネ
は、ある程度の異常張力は緩衝できるものの、径
間が長い場合や、台風時の強風に因る異常張力の
増大に対しては、止定点に至る伸長限度内のたわ
み量では十分対処できず、引込線の異常張力を十
分に緩和できない場合があつた。
By the way, although the buffer coil spring with a stopper can buffer abnormal tension to a certain extent, when the span is long or when abnormal tension increases due to strong winds during a typhoon, it is difficult to deflect within the extension limit to reach the fixed point. There were cases in which the abnormal tension in service lines could not be sufficiently alleviated.

そこで、この考案の目的とするところは、氷
雪、微風振動やギヤロツピング等によつて引込線
に異常張力が加えられた場合は無論、台風時の強
風によつて引込線に高い異常張力が加えられた場
合や径間が長い場合でも、十分その異常張力を緩
衝して、引込線の断線や電線被覆破壊を防止する
とともに、家屋の支持点や支持物を破壊から保護
し得る異常張力緩衝器を提供するところにある。
Therefore, the purpose of this invention is to deal with cases where abnormal tension is applied to service lines due to ice and snow, slight wind vibrations, gear locking, etc., as well as cases where high abnormal tension is applied to service lines due to strong winds during typhoons. To provide an abnormal tension buffer that can sufficiently buffer the abnormal tension to prevent breakage of service lines and damage to the wire sheathing, even when the cable length or span is long, and protect supporting points and supporting objects of a house from destruction. It is in.

〔問題点を解決するための手段〕[Means for solving problems]

この考案においては、上記問題点を解消すべ
く、異常張力の度合に応じて、多段に動作する異
常張力緩衝器を提供したものである。
In order to solve the above problems, this invention provides an abnormal tension buffer that operates in multiple stages depending on the degree of abnormal tension.

すなわち、一端部に掛止部を有する一対のフツ
クを内包するように密着巻きのコイルスプリング
を所定の初張力を設定して装着し、コイルスプリ
ングの伸長を伴つた、軸方向における、両端掛止
部間の一定開離状態において両フツクを係止状態
とするとともに、所定の引張負荷限度、すなわち
ある一定以上の異常張力をもつて、この係止状態
が解除される機械的ないし磁気的連結部あるいは
接着連結部を設け、コイルスプリングの荷重−た
わみ特性に初張力設定点aと、係止点b及び解除
点cの3つの特性変位点を設けた構成としたもの
である。
That is, a tightly wound coil spring is installed with a predetermined initial tension so as to enclose a pair of hooks having a hook at one end, and both ends are hooked in the axial direction as the coil spring expands. A mechanical or magnetic connection in which both hooks are locked when the parts are separated for a certain amount of time, and the locked state is released at a predetermined tensile load limit, that is, an abnormal tension exceeding a certain level. Alternatively, an adhesive connection portion is provided, and the coil spring has three characteristic displacement points: an initial tension setting point a, a locking point b, and a release point c in the load-deflection characteristics of the coil spring.

〔作用〕[Effect]

上述のごとく、コイルスプリングの荷重−たわ
み特性に初張力設定点a,係止点b及び解除点c
の3つの特性変位点を設けた場合、まず初張力設
定点aを標準使用状態の引込線の張力以上に設定
しておけば、所定の張力以下では伸長せず、常に
一定の弛度を有しており、雪や風などによつて引
込線に異常張力が加わつた場合、すみやかに係止
点bに至る伸長限度内のたわみを発現して異常張
力を緩衝するとともに、さらに長径間の場合や台
風時の強風による高い異常張力が引込線に加わつ
た場合には、解除点cによつて係止状態が解除さ
れ、急速にたわみが増大するので、これら高い異
常張力をも緩衝することができ、因つて引込線の
断線や電線被覆破壊を完全防止し得るとともに、
家屋の支持点や支持物も保護し得るものである。
As mentioned above, the load-deflection characteristics of a coil spring include an initial tension setting point a, a locking point b, and a release point c.
When three characteristic displacement points are provided, firstly, if the initial tension setting point a is set above the tension of the lead-in wire in the standard usage state, it will not elongate below the predetermined tension and will always have a constant slack. If abnormal tension is applied to the service line due to snow or wind, it will quickly deflect within the extension limit to the anchoring point b to buffer the abnormal tension. When a high abnormal tension is applied to the service line due to strong winds, the locking state is released by the release point c and the deflection increases rapidly, so even these high abnormal tensions can be buffered. In addition to completely preventing disconnection of the lead-in wire and damage to the wire sheath,
Support points and supports of the house can also be protected.

〔実施例〕〔Example〕

第1図は、この考案に係る異常張力緩衝器の一
実施例を示すもので、符号1及び1′は、一端部
において掛止部2,2′を有する一対のフツクで、
略長円形状に屈曲形成してあり、リンク状に組合
せられた線径の小さい長円形状のリング3によ
り、その寸法1内において、軸方向における両
掛止部1,1′間の寸法2を可変に連結されてい
る。4は一対のフツク1,1′を内包するように
両端部のコイル径を順次小さくして装着した密着
巻きのコイルスプリングで、所定の初張力が設定
されている。
FIG. 1 shows an embodiment of the abnormal tension buffer according to this invention, and reference numerals 1 and 1' denote a pair of hooks having hooks 2 and 2' at one end.
The elliptical ring 3, which is bent into a substantially elliptical shape and has a small wire diameter and is combined in a link shape, allows the dimension 2 between the two hooking parts 1 and 1' in the axial direction to be increased within the dimension 1. are variably linked. Reference numeral 4 denotes a tightly wound coil spring which is installed by sequentially decreasing the coil diameter at both ends so as to enclose the pair of hooks 1 and 1', and is set to a predetermined initial tension.

上記構造において、まず設定初張力以上の荷重
が加わると、第2図に示すように、コイルスプリ
ング4の伸長を伴つて両端掛止部2,2′が開離
し、リング3の寸法1分開離した後係止状態と
なる。荷重がさらに増加していくと、第3図に示
すごとく、リング3が破断して係止状態が解除さ
れ、コイルスプリング4は急速に伸長する。すな
わち、コイルスプリング4の荷重−たわみ特性に
おいて第4図に示すごとき初張力設定点aと、係
止点b及び解除点cの3つの特性変位点を設けた
ものである。なお解除点cの設定は、リング3の
材質及び線径を選定することにより任意に実施で
きる。
In the above structure, when a load higher than the set initial tension is applied, the coil spring 4 expands and the hooks 2 and 2' at both ends separate, and the ring 3 separates by 1 minute, as shown in Figure 2. After that, it becomes locked. As the load increases further, as shown in FIG. 3, the ring 3 breaks and the locked state is released, and the coil spring 4 rapidly expands. That is, the load-deflection characteristics of the coil spring 4 are provided with three characteristic displacement points: an initial tension setting point a, a locking point b, and a release point c, as shown in FIG. Note that the release point c can be arbitrarily set by selecting the material and wire diameter of the ring 3.

第5図は、当該緩衝器の使用例を示し、5は家
屋の壁に螺着されたリングコーチであり、上記緩
衝器の一方掛止部2が係留され、他方の掛止部
2′は配電用架空引込線7を引き留めたバインド
レス碍子6に係留されている。
Fig. 5 shows an example of the use of the buffer, in which 5 is a ring coach screwed onto the wall of a house, one hook 2 of the buffer is moored, and the other hook 2' is moored. It is moored to a bindless insulator 6 that holds down an overhead power distribution lead-in line 7.

ところで、引込線に風圧荷重として、100Kg/
m2が加わつた場合、電線に異常張力としてどの程
度の荷重がかかるのかを算出すると第6図のよう
になる。ここで、100Kg/m2の風圧荷重とは電気
設備技術基準第73条に規定される甲種風圧荷重を
いう。計算条件としては引込線はIV3.2mmを用い
単相3線式の場合とした。
By the way, the wind pressure load on the service line is 100Kg/
Figure 6 shows how much load will be applied to the wire as abnormal tension when m 2 is applied. Here, the wind pressure load of 100Kg/m 2 refers to the Class A wind pressure load specified in Article 73 of the Electrical Equipment Technical Standards. The calculation conditions were for a single-phase three-wire system using IV3.2mm lead-in wires.

図においてAの曲線は緩衝器が無い場合で、B
の曲線は従来例で示した実開昭60−95240号のス
トツパー付緩衝コイルバネを使用した場合で、C
の曲線はこの考案に係る異常張力緩衝器を使用し
た場合のものである。またB及びCの荷重−たわ
み特性図を第7図に示す。第6図からも分るよう
にBの場合では長径間において緩衝効果が少ない
が、この考案の緩衝器Cでは十分な効果がある。
また支持点等の強度が判つている場合においては
解除点cを適当に設定することにより支持点の破
損を防止できる。
In the figure, curve A is for the case without a buffer, and curve B is for the case where there is no buffer.
The curve shown in the figure shows the case where the buffer coil spring with stopper of Utility Model Application No. 60-95240 shown in the conventional example is used, and C
The curve shown in FIG. 1 is obtained when the abnormal tension buffer according to this invention is used. Further, the load-deflection characteristic diagrams of B and C are shown in FIG. As can be seen from FIG. 6, in case B, the buffering effect is small in the long span, but the shock absorber C of this invention has a sufficient effect.
Furthermore, if the strength of the support point is known, damage to the support point can be prevented by appropriately setting the release point c.

以下他の実施例について説明する。なお前記実
施例と同一部分は同一符号としている。
Other embodiments will be described below. Note that the same parts as in the above embodiment are given the same reference numerals.

第8図は、一端部に掛止部2,2′を有する一
対のフツク1a,1a′のうち、一方のフツク1
a′を略長円形状に屈曲させ、もう一方のフツク1
aの延長後端部8の線径を細めて鉤状に屈曲して
組合せ、寸法3内において両掛止部2,2′間の
寸法4を可変に連結し、当該寸法4がほぼ最小
の状態において、一対のフツク1a,1a′を内包
するように、両端部のコイル径を順次小さくして
密着巻きのコイルスプリング4を所定の初張力を
設定して装着したものである。
FIG. 8 shows one hook 1 of a pair of hooks 1a and 1a' having hooks 2 and 2' at one end.
Bend a' into a roughly oval shape and attach the other hook 1.
The wire diameter of the extended rear end part 8 of a is narrowed and bent into a hook shape, and the dimension 4 between the two hooking parts 2 and 2' is variably connected within the dimension 3 , and the dimension 4 is approximately the minimum. In this state, a closely wound coil spring 4 is installed with a predetermined initial tension set so as to enclose the pair of hooks 1a and 1a' by successively decreasing the coil diameter at both ends.

従つて、この例において係止点bは、両掛止部
2,2′が寸法3分開離した時の係止状態によつ
て得られ、また解除点cは、負荷の増大に伴う延
長後端部8の変形離脱によつて得られる。因つて
解除点cの設定は、延長後端部8の線径の調整に
よつて任意に実施できる。
Therefore, in this example, the locking point b is obtained by the locking state when both the locking parts 2 and 2' are separated by 3 minutes, and the release point c is obtained by the locking state after the extension due to the increase in load. This is obtained by deforming and detaching the end portion 8. Therefore, the release point c can be arbitrarily set by adjusting the wire diameter of the extended rear end portion 8.

上記実施例は、要するに、コイルスプリング4
の伸長を伴つた、軸方向における、両端掛止部
2,2′間の一定開離状態において、両フツクを
機械的に係止状態とするとともに、この機械的強
度を越える所定の引張負荷限度をもつて、係止状
態が解除される機械的連結部を設けたものである
が、同様な機能を、磁気的連結部を設けることに
よつても、達成することができる。
In short, the above embodiment is based on the coil spring 4
Both hooks are mechanically locked in a constant state of separation between both end hooks 2 and 2' in the axial direction with extension, and a predetermined tensile load limit exceeding this mechanical strength is applied. Although a mechanical connection portion is provided which releases the locking state when the locking state is reached, the same function can also be achieved by providing a magnetic connection portion.

第9図は、その一例を示すもので、一端部に掛
止部2,2′を有する一対のフツク1b,1b′を
略長円形状に屈曲させ、一方のフツク1bの後端
部に永久磁石9を固着し、これと磁気的に固着す
る他の永久磁石9′を略長円形の中間リング10
の後端部に固着して、この中間リング10と他方
のフツク1b′とを互いにリンク状に組合せたもの
である。従つて寸法5内において両掛止部2,
2′間の寸法6が可変に連結されている。
FIG. 9 shows an example of this, in which a pair of hooks 1b, 1b' having hooks 2, 2' at one end are bent into a substantially oval shape, and the rear end of one hook 1b is permanently attached. The magnet 9 is fixed to the magnet 9, and another permanent magnet 9' that is magnetically fixed to the magnet 9 is attached to a substantially oval intermediate ring 10.
The intermediate ring 10 and the other hook 1b' are fixed to the rear end of the intermediate ring 10 and the other hook 1b' are combined into a link shape. Therefore, within dimension 5 , both hooking parts 2,
The dimension 6 between 2' is variably connected.

この例において係止点bは、両掛止部2,2′
の寸法5分開離後における中間リング10と一
方のフツク1b′との機械的係止状態及び他方のフ
ツク1bと中間リング10との磁気的連結状態に
よつて得られ、解除点cは負荷が永久磁石9,
9′間の吸着力を越えた場合の永久磁石9,9′の
分離によつて得られる。因つて解除点の設定は、
永久磁石9,9′の磁力の大小、あるいは吸着面
積の大小によつて任意に実施できる。
In this example, the locking point b is both the locking portions 2, 2'
The release point c is obtained by the mechanical locking state between the intermediate ring 10 and one hook 1b' and the magnetically connected state between the other hook 1b and the intermediate ring 10 after 5 minutes of separation. permanent magnet 9,
This is obtained by separating the permanent magnets 9, 9' when the attraction force between them is exceeded. Therefore, setting the release point is
This can be carried out arbitrarily depending on the magnitude of the magnetic force of the permanent magnets 9, 9' or the magnitude of the attraction area.

なおまた、永久磁石の代わりに規定の断面積を
有する方形状あるいは円形状部材を接着剤等で互
いに接着することによりその接着強度をもつて解
除点を設定することもできる。
Furthermore, instead of the permanent magnet, the release point can also be set by bonding rectangular or circular members having a specified cross-sectional area to each other with an adhesive or the like and using the adhesive strength.

また上記各例においては、フツク間の係止状態
が解除される機械的、磁気的ないし接着連結部を
コイルスプリングの内方に設定したが外方設定の
方式も採用できる。
Further, in each of the above examples, the mechanical, magnetic, or adhesive connection portion for releasing the locking state between the hooks is set inside the coil spring, but a system in which it is set outside the coil spring may also be adopted.

第10図はこのような例を示すもので、一端部
に掛止部2,2′を有する一対のフツク1c,1
c′に、スライドガイド11,11′を設け、各ス
ライドガイドの先端部に、他のスライガイドに遊
嵌する係止部11a,11a′を設けた構成で、寸
7内において両掛止部2,2′間の寸法8
可変に連結している。一対のフツクを内包するよ
うに、両端部のコイル径を順次小さくした密着巻
きのコイルスプリング4を所定の初張力を設定し
て装着する点は他の例と同様である。係止点b
は、係止部11a,11a′の衝合状態で得られ、
解除点cは係止部11a,11a′の破壊ないしス
ライドガイド11,11′からの離脱によつて得
られる。
FIG. 10 shows such an example, in which a pair of hooks 1c, 1 have hooks 2, 2' at one end.
c' is provided with slide guides 11, 11', and the distal end of each slide guide is provided with locking parts 11a, 11a' that loosely fit into the other slide guide. The dimension 8 between 2 and 2' is variably connected. Similar to the other examples, a tightly wound coil spring 4 with a coil diameter successively smaller at both ends is installed with a predetermined initial tension set so as to enclose a pair of hooks. Locking point b
is obtained when the locking parts 11a and 11a' collide,
The release point c is obtained by breaking the locking portions 11a, 11a' or separating them from the slide guides 11, 11'.

なお外方設置の機械的連結を有する例として
は、上記以外にも外向き突縁を有する小円筒と、
内向き突縁を有する大円筒との組合せで、相互の
突縁によつて係止状態を得るとともに、突縁の変
形ないし破壊による解離によつて解除点cを設定
することもできる。
In addition to the above, examples of externally installed mechanical connections include a small cylinder with an outwardly directed rim;
In combination with a large cylinder having inward projecting edges, a locking state can be obtained by the mutual projecting edges, and a release point c can also be set by dissociation due to deformation or destruction of the projecting edges.

第11図は、同じく連結部をコイルスプリング
外に設定した例で、磁気的連結部を有する例を示
すもので、一端部に掛止部2,2′を有する一対
のフツク1d,1d′の各フツクに、先端部にルー
プ状の係止部12a,12a′を有する略コ字状の
スライドガイド12,12′を取り付け、一端部
にループ状の係止部13a,13a′を有するとと
もに他端部に永久磁石9,9′を固着した中間部
材13,13′と組み合せ、寸法(9×2)内に
おいて、両掛止部2,2′間の寸法10を可変に
連結したもである。なお永久磁石9,9′は方形
に限らず、コイルスプリング4を囲繞するリング
状としてもよく、また前述実施例同様、永久磁石
の代わりに接着剤の接着強度をもつて解除点cを
設定することもできる。
Fig. 11 shows an example in which the connecting part is similarly set outside the coil spring, and shows an example having a magnetic connecting part, and shows a pair of hooks 1d and 1d' having hooking parts 2 and 2' at one end. A substantially U-shaped slide guide 12, 12' having a loop-shaped locking part 12a, 12a' at the tip is attached to each hook, and a slide guide 12, 12' having a loop-shaped locking part 13a, 13a' at one end, and another. In combination with intermediate members 13, 13' having permanent magnets 9, 9' fixed to their ends, the dimension 10 between the two hooking parts 2, 2' is variably connected within the dimension ( 9 x 2). . Note that the permanent magnets 9, 9' are not limited to square shapes, but may be ring-shaped surrounding the coil spring 4, and as in the previous embodiment, the release point c is set using the adhesive strength of an adhesive instead of the permanent magnets. You can also do that.

なお、上記実施例中、磁気的連結部を有するも
のにあつては、解除点を迎えた後、再度初張力設
定点に復帰させ得る利点を有している。
Among the above-mentioned embodiments, those having a magnetic connection part have the advantage that the tension can be returned to the initial tension setting point again after reaching the release point.

〔考案の効果〕[Effect of idea]

上述のごとく、この考案に係る異常張力緩衝器
は、特に、両フツクの係止状態が所定の引張負荷
限度をもつて解除される機械的、磁気的ないし接
着連結部を設け、コイルスプリングの荷重−たわ
み特性に初張力設定点aと、係止点b及び解除点
cの3つの特性変位点を設けた構造としたので、
雪害のみならず風圧による異常張力を緩衝して引
込線の断線及び被覆破壊等を防止するとともに家
屋の支持点や支持物を保護することができるな
ど、引込線の引留め用として用いた場合において
極めて有効であるのは無論、その他引込線の引留
め用と同様な係留効果を要求される被掛止物にも
広く応用できるものでその実用的価値は高いもの
である。
As mentioned above, the abnormal tension buffer according to the present invention is particularly provided with a mechanical, magnetic or adhesive connection part that releases the locked state of both hooks at a predetermined tensile load limit, and reduces the load of the coil spring. -The structure has three characteristic displacement points: the initial tension setting point a, the locking point b, and the release point c for the deflection characteristics, so
It is extremely effective when used as a tie-down for service lines, as it can buffer not only snow damage but also abnormal tension caused by wind pressure, prevent service lines from breaking and coating damage, and protect supporting points and supports of houses. Of course, it can be widely applied to other anchored objects that require a mooring effect similar to that used for retaining service lines, and its practical value is high.

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

第1図は、この考案に係る異常張力緩衝器の一
実施例を示す縦断面図、第2図は、同係止状態に
おける縦断面図、第3図は、同係止状態の解除を
示す縦断面図、第4図は、荷重−たわみ特性の説
明図、第5図は、引込線の引留めに使用した例を
示す説明図、第6図は、張力−径間特性の比較説
明図、第7図は、荷重−たわみ特性の比較説明
図、第8図は、他例を示す縦断面図、第9図は、
磁石による連結部を有する他例の縦断面図、第1
0図は、連結部をコイルスプリング外設定とした
他例の縦断面図、第11図は、連結部をコイルス
プリング外設定で、磁石連結とした他例の縦断面
図である。 1,1′,1a,1a′,1b,1b′,1c,1
c′,1d,1d′……フツク。2,2′……掛止部、
4……コイルスプリング。
Fig. 1 is a longitudinal sectional view showing an embodiment of the abnormal tension buffer according to the invention, Fig. 2 is a longitudinal sectional view in the same locked state, and Fig. 3 shows the released of the same locked state. A vertical cross-sectional view, FIG. 4 is an explanatory diagram of load-deflection characteristics, FIG. 5 is an explanatory diagram showing an example of use for retaining a lead-in line, and FIG. 6 is a comparative explanatory diagram of tension-span characteristics. Fig. 7 is a comparative explanatory diagram of load-deflection characteristics, Fig. 8 is a longitudinal sectional view showing another example, and Fig. 9 is a
Longitudinal cross-sectional view of another example having a magnetic connection part, 1st
FIG. 0 is a longitudinal sectional view of another example in which the connecting portion is set outside of the coil spring, and FIG. 11 is a longitudinal sectional view of another example in which the connecting portion is set outside of the coil spring and connected with a magnet. 1, 1', 1a, 1a', 1b, 1b', 1c, 1
c', 1d, 1d'...futsuk. 2, 2'...Latching part,
4...Coil spring.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一端部に掛止部を有する一対のフツクを内包す
るように密着巻きのコイルスプリングを所定の初
張力を設定して装着し、コイルスプリングの伸長
を伴つた、軸方向における、両端掛止部間の一定
開離状態において両フツクを係止状態とするとと
もに、所定の引張負荷限度をもつて、この係止状
態が解除される機械的、磁気的ないし接着連結部
を設け、コイルスプリングの荷重−たわみ特性に
初張力設定点aと、係止点b及び解除点cの3つ
の特性変位点を設けたことを特徴とする異常張力
緩衝器。
A tightly wound coil spring is installed with a predetermined initial tension set so as to enclose a pair of hooks having a hook at one end, and as the coil spring expands, the distance between the hooks at both ends in the axial direction is A mechanical, magnetic, or adhesive connection is provided that keeps both hooks in a locked state when they are separated for a certain amount of time, and releases this locked state with a predetermined tensile load limit. An abnormal tension buffer characterized in that the deflection characteristics are provided with three characteristic displacement points: an initial tension setting point a, a locking point b, and a release point c.
JP3483186U 1986-03-11 1986-03-11 Expired JPH0329958Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3483186U JPH0329958Y2 (en) 1986-03-11 1986-03-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3483186U JPH0329958Y2 (en) 1986-03-11 1986-03-11

Publications (2)

Publication Number Publication Date
JPS62149220U JPS62149220U (en) 1987-09-21
JPH0329958Y2 true JPH0329958Y2 (en) 1991-06-25

Family

ID=30843751

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3483186U Expired JPH0329958Y2 (en) 1986-03-11 1986-03-11

Country Status (1)

Country Link
JP (1) JPH0329958Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3495495B2 (en) * 1996-01-31 2004-02-09 三洋電機株式会社 Vacuum cleaner telescopic pipe
JP4323908B2 (en) * 2003-09-26 2009-09-02 大和ハウス工業株式会社 Cable pull-in structure for base-isolated buildings

Also Published As

Publication number Publication date
JPS62149220U (en) 1987-09-21

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