JP2022119361A - Fastening structure of flying object source - Google Patents

Fastening structure of flying object source Download PDF

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JP2022119361A
JP2022119361A JP2021016431A JP2021016431A JP2022119361A JP 2022119361 A JP2022119361 A JP 2022119361A JP 2021016431 A JP2021016431 A JP 2021016431A JP 2021016431 A JP2021016431 A JP 2021016431A JP 2022119361 A JP2022119361 A JP 2022119361A
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lashing
flying object
object source
tension
source
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JP6932357B1 (en
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一基 福永
Kazuki Fukunaga
良祐 手嶋
Ryosuke Tejima
大志 小林
Hiroshi Kobayashi
暁拓 佐藤
Akihiro Sato
遼 松澤
Ryo Matsuzawa
啓介 藤本
Keisuke Fujimoto
匡佑 吉田
Kyosuke Yoshida
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VERTEX CO Ltd
Itochu Techno Solutions Corp
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VERTEX CO Ltd
Itochu Techno Solutions Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

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Abstract

To provide a fastening structure of a flying object source which prevents concentration of great tensile force on a partial fastening device and can fasten a flying object source without acting excess impact force on the flying object source and support foundation.SOLUTION: The fastening structure of the flying object source suppresses flying of the flying object source using a plurality of fastening devices 30 having an attenuation function of gust energy and a fastening movement function, wherein the plurality of fastening devices 30 are arranged between a flying object source 10 and a support foundation 20, and a fastening distance by the fastening devices 30 is extended when a tensile force at a certain level or more is applied to a part of the plurality of fastening devices 30 while the fastening devices 30 exhibit the attenuation function of gust energy.SELECTED DRAWING: Figure 6

Description

本発明は突風発生時に、車両やコンテナ等の固縛対象設備である飛来物源が飛ばされないように、固縛しつつ、固縛状態での移動を可能としており、突風エネルギーを減衰可能に固縛する飛来物源の固縛構造に関する。 The present invention enables movement in a lashed state while lashing so that the source of the flying object, which is the facility to be lashed, such as a vehicle or container, is not blown away when a gust occurs, and can attenuate gust energy. It relates to the lashing structure of the flying object source to be bound.

近年、竜巻、台風、ダウンバースト、ガストフロント等による突風被害が相次いで発生している。
発電施設等の重要防護施設においては、突風発生時に退避不能な車両等の飛来物源が飛ばされないための防災対策工を講じる必要がある。
In recent years, gust damage caused by tornadoes, typhoons, downbursts, gust fronts, etc. has occurred one after another.
In important protective facilities such as power generation facilities, it is necessary to implement disaster prevention measures to prevent flying objects such as vehicles that cannot be evacuated from being blown away when a gust occurs.

特許文献1には、車両の荷台を跨いで掛け渡したベルト材の両端部を地上に固定して張設した第一竜巻対策装置と、車両の底面と地表部の間に鋼製ロープを張設した第二竜巻対策装置とを組み合わせた竜巻対策装置が開示されている。 In Patent Document 1, a first tornado countermeasure device in which both ends of a belt material stretched across the loading platform of a vehicle are fixed and stretched on the ground, and a steel rope is stretched between the bottom surface of the vehicle and the surface of the ground. A tornado countermeasure device combined with a second tornado countermeasure device provided is disclosed.

特許文献2には、車両の周囲に周回して巻き掛けた高強度繊維製の環状ロープと、環状ロープの一部を地上の固定材に連結する高強度繊維製のサイドロープとを組み合わせた車両用の固縛装置が開示されている。 Patent Document 2 describes a vehicle in which a high-strength fiber annular rope wound around the vehicle and a high-strength fiber side rope connecting a part of the annular rope to a fixing member on the ground are combined. A lashing device for is disclosed.

車両の他の固縛手段として、車両本体と車両周囲に設けた支持基礎の係留片との間にレバーブロック(登録商標)等の複数の緊縛装置を掛け渡すことが提案されている。
緊縛装置の鎖ロープを巻き取って車両を緊縛すると、地震発生時に緊縛装置や緊縛装置の取付部が破壊されることから、地震対策として車両の揺れを許容し得るように、鎖ロープ等に予め弛み(余長)を持たせている。
予め鎖ロープに弛みを持たせておくと、突風発生時に弛みが原因で車両の転倒等を誘発するだけでなく、鎖ロープが伸びきると緊縛装置に巨大な衝撃が作用して緊縛装置や緊縛装置の取付部が破壊される。
そのため、通常時は地震対策として緊縛装置から延出した鎖ロープに弛みを持たせておき、突風発生時に緊縛装置の鎖ロープを強制的に巻き取るためのに電動式の巻取装置(電動ドリル)を各緊縛装置に配備している。
As another lashing means for vehicles, it has been proposed to extend a plurality of lashing devices such as lever blocks (registered trademark) between the vehicle body and mooring pieces of a support base provided around the vehicle.
If the chain rope of the bondage device is wound up and the vehicle is tied up, the bondage device and the mounting part of the bondage device will be destroyed in the event of an earthquake. It has slack (excess length).
If the chain rope is given slack in advance, not only will the slack cause the vehicle to fall over when a gust occurs, but if the chain rope is fully stretched, a huge impact will act on the bondage device, and the bondage device and the bondage device. is destroyed.
Therefore, during normal times, the chain rope extending from the bondage device is left loose as a countermeasure against earthquakes, and an electric winding device (electric drill) is used to forcibly wind up the chain rope of the bondage device when a gust occurs. ) is deployed in each bondage device.

実用新案登録第3208218号公報Utility Model Registration No. 3208218 特開2019-52478号公報JP 2019-52478 A

特許文献1,2に記載の固縛技術はつぎの問題点を内包する。
<1>特許文献1に記載の竜巻対策装置は、第一竜巻対策装置および第二竜巻対策装置を構成する複数のロープの取り付け作業と、複数のロープの緊張作業に多くの時間と労力を要し、緊急時の対応性に問題がある。
<2>特許文献2に記載の固縛装置は、予めサイドロープにたるみ(余長)を持たせているため、突風発生時に車両が横滑りを生じ、サイドロープが伸びきったときに車両が急停止する。
サイドロープが伸びきった展張時において、車両に衝撃力が加わると同時に、サイドロープに過大な張力が作用して、ロープ本体またはサイドロープの取付部が破損するおそれがある。
特に、サイドロープの弛み寸法が長くなるほど、車両の横滑りが加速されるため、サイドロープの弛み量に比例して展張時における衝撃力が大きくなる。
The lashing techniques described in Patent Documents 1 and 2 have the following problems.
<1> The tornado countermeasure device described in Patent Document 1 requires a lot of time and labor to install the plurality of ropes constituting the first tornado countermeasure device and the second tornado countermeasure device and to tighten the plurality of ropes. However, there is a problem with emergency response.
<2> Since the lashing device described in Patent Document 2 has slack (excess length) in the side ropes in advance, the vehicle skids when a gust occurs, and the vehicle suddenly slides when the side ropes are fully extended. Stop.
When the side ropes are fully stretched and extended, an impact force is applied to the vehicle, and at the same time, excessive tension is applied to the side ropes, which may damage the rope body or the mounting portion of the side ropes.
In particular, the longer the slack dimension of the side ropes, the more accelerated the side slip of the vehicle.

複数の緊縛装置と巻取装置を組合わせて使用する従来の固縛技術にはつぎの問題点を内包する。
<1>固縛を実施するためには、複数の緊縛装置と巻取装置のハード要素だけでなく、竜巻等の警報時に巻取装置と緊縛装置による巻取り操作を行うための操作要員を、現場近くに長時間に亘って待機させておく必要がある。
<2>緊縛装置による巻取操作は操作要員が屋外で行わなければならない危険を伴う作業であり、操作要員の安全性確保の問題が残る。
Conventional lashing techniques that use a combination of a plurality of binding devices and winding devices have the following problems.
<1> In order to perform lashing, not only hardware elements of multiple binding devices and winding devices, but also operating personnel to perform winding operations with the winding devices and binding devices in the event of a tornado or other warning, It is necessary to wait near the site for a long time.
<2> The winding operation with the binding device is dangerous work that must be performed outdoors by the operating personnel, and there remains the problem of ensuring the safety of the operating personnel.

車両と支持基礎の係留片との間に複数の固縛装置を、列単位で配置して連結した従来の固縛技術は、つぎの共通した問題点を内包する。
<1>固縛装置の設置数は、予想される突風段級や車両重量等に基づいて算出し、同列上に配置した複数の固縛装置で以て突風エネルギーを分散して支持するように設計している。
しかしながら、同列上に配置したすべての固縛装置で以て突風エネルギーを均等に分散して支持することは技術的に難しい。
<2>同列上に配置した複数の固縛装置の固縛長さに差が生じていると、突風発生時に同列上に配置した複数の固縛装置における展張タイミングにズレが生じる。
固縛長さの最も短い一部の固縛装置に対して瞬時に巨大張力が集中して破壊され易い。
一部の固縛装置が破壊すると、他の固縛装置の負担荷重が増して連鎖的に破壊が進行して、最終的に固縛機能を喪失して車両が飛んでしまう。
The conventional lashing technology, in which a plurality of lashing devices are arranged in rows and connected between the vehicle and the mooring piece of the support base, has the following common problems.
<1> The number of lashing devices to be installed is calculated based on the expected wind gust class, vehicle weight, etc., and multiple lashing devices are arranged on the same row to disperse and support the gust energy. I am designing.
However, it is technically difficult to evenly distribute and support gust energy with all the lashing devices arranged on the same line.
<2> If there is a difference in the lashing lengths of the lashing devices arranged in the same row, the deployment timing of the lashing devices arranged in the same row will be shifted when a gust occurs.
A large amount of tension is instantaneously concentrated on some lashing devices with the shortest lashing length, and they are easily destroyed.
When some of the lashing devices break, the loads imposed on the other lashing devices increase, causing a chain reaction of breakages, eventually resulting in the loss of the lashing function and the vehicle flying away.

本発明は以上の問題点解消できる飛来物源の固縛構造を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a lashing structure for a flying object source that can solve the above problems.

本発明は、飛来物源と、飛来物源の周囲に設けた単数または複数の支持基礎と、飛来物源と支持基礎との間に配置した複数の固縛装置とを具備し、固縛装置の両端を飛来物源と支持基礎の係留片に連結し、突風発生時に飛来物源を支持基礎に繋ぎ留める飛来物源の固縛構造であって、前記固縛装置が突風エネルギーの減衰機能と固縛移動機能を有し、前記固縛装置の一部に一定以上の張力が作用すると、固縛装置が突風エネルギーの減衰機能を発揮しつつ、固縛装置による固縛移動が可能である。
本発明の他の形態において、前記固縛装置は、飛来物源と支持基礎の間に配設した単数または複数の係留材と、係留材に配設した単数または複数の張力減衰装置とを具備し、前記固縛装置に一定以上の張力が作用すると、固縛装置の全長が伸長可能である。
本発明の他の形態において、前記固縛装置の最大伸長距離は想定される飛来物源の最大移動距離よりも長い寸法関係にある。
本発明の他の形態において、飛来物源のひとつの連結部から延びる複数の固縛装置を複数の支持基礎の係留片に分散して連結してもよいし、支持基礎のひとつの係留片を複数の固縛装置に共有させて連結してもよい。
本発明の他の形態において、飛来物源の連結部と支持基礎の係留片との間に予め多少の弛みを持たせて固縛装置を連結してもよいし、予め固縛装置を緊張状態で連結してもよい。
本発明の他の形態において、前記張力減衰装置が、摩擦摺動式、塑性変形式またはダンパー式の何れかひとつ、または複数の組み合わせである。
The present invention comprises a flying object source, one or more supporting foundations provided around the flying object source, and a plurality of lashing devices arranged between the flying object source and the supporting foundations. is connected to the mooring piece of the source of the flying object and the support foundation, and the lashing structure of the flying object source tethers the source of the flying object to the supporting foundation when a gust occurs, wherein the lashing device has a function of damping gust energy It has a lashing movement function, and when a tension of a certain level or more acts on a part of the lashing device, the lashing device can perform lashing movement while exhibiting a gust energy damping function.
In another aspect of the invention, the lashing system comprises one or more moorings disposed between the source of the projectile and the supporting foundation, and one or more tension dampers disposed on the moorings. However, when a certain tension or more is applied to the lashing device, the entire length of the lashing device can be extended.
In another aspect of the invention, the maximum extension distance of the securing device is dimensioned to be greater than the maximum travel distance of the anticipated projectile source.
In another aspect of the invention, a plurality of lashing devices extending from one connecting portion of the projectile source may be distributed and connected to a plurality of mooring pieces of the support foundation, or one mooring piece of the support foundation may be connected. A plurality of lashing devices may be shared and connected.
In another embodiment of the present invention, the lashing device may be connected with some slack in advance between the connecting portion of the flying object source and the mooring piece of the support base, or the lashing device may be in a tensioned state in advance. can be concatenated with
In another aspect of the invention, the tension damping device is any one or a combination of friction sliding, plastic deformation or damper type.

本発明は以上の構成を有することで少なくともつぎのひとつの効果を奏する。
<1>突風エネルギーの減衰機能と固縛移動機能を有する複数の固縛装置を使用して、巨大な突風発生時において、固縛装置と、固縛装置の連結対象である飛来物源および支持基礎に過大な衝撃力を作用させない固縛構造とした。
そのため、固縛装置そのものの破壊を防止しつつ、固縛装置の両端の連結部の破壊および支持基礎の破壊も防止できるので、竜巻等の突風によって飛来物源が飛んでしまうことを効果的に抑止できる。
<2>巨大な突風の発生予報時において、飛来物源と支持基礎の間に連結した複数の固縛装置はそのままで対応可能である。
従来のような作業要員に頼った複数の固縛装置の再緊張操作が一切不要であり、緊急時の対応性が格段に向上するだけでなく、作業員の安全性確保が可能となる。
<3>固縛装置は配設形態(飛来物源と支持基礎との間に多少の弛みを持たせて連結する形態または緊張状態で連結する形態)の如何に拘らず、突風発生時だけでなく、地震発生時においても機能する。
<4>固縛装置が固縛距離の伸長追従機能を有していることで、同列上に配置した複数の固縛装置に張力差があっても、すべての固縛装置の減衰機能を同調させて発揮することができる。
したがって、一部の固縛装置に巨大な引張力が集中することを防止して、固縛装置の連鎖的な破損を回避できて、最終的に固縛機能を喪失することがない。
<5>同列上に配置した複数の固縛装置に予め多少の固縛長さにバラツキがあっても、固縛装置が個別に伸長してバラツキを吸収して、過大な張力に起因した固縛装置の破壊を防止することができる。
The present invention has at least one of the following effects by having the above configuration.
<1> Using multiple lashing devices with gust energy attenuation function and lashing movement function, when a huge gust occurs, the lashing device and the flying object source and support to which the lashing device is connected A lashing structure that does not apply excessive impact force to the foundation was adopted.
Therefore, while preventing the destruction of the lashing device itself, it is also possible to prevent the destruction of the joints at both ends of the lashing device and the destruction of the support foundation, so that the flying object source can be effectively prevented from being blown away by a gust such as a tornado. can be suppressed.
<2> When forecasting the occurrence of a huge gust, the multiple lashing devices connected between the source of the flying object and the support foundation can be used as they are.
There is absolutely no need to re-tighten a plurality of lashing devices, which relied on workers as in the past, and not only is emergency response remarkably improved, but worker safety can be ensured.
<3> The lashing device, regardless of the arrangement form (a form in which the source of the flying object and the supporting foundation are connected with some slack or a form in which they are connected in a tense state), can be It will function even in the event of an earthquake.
<4> Since the lashing device has a function to follow the extension of the lashing distance, even if there is a difference in tension among multiple lashing devices arranged in the same row, the attenuation function of all lashing devices is synchronized. It is possible to demonstrate
Therefore, it is possible to prevent a huge tensile force from concentrating on a part of the lashing device, avoid chain failure of the lashing device, and finally prevent the lashing function from being lost.
<5> Even if the lashing lengths of a plurality of lashing devices arranged in the same row have some variation in advance, the lashing devices extend individually to absorb the variation, resulting in the lashing caused by excessive tension. Breakage of the binding device can be prevented.

本発明に係る飛来物源の固縛構造の説明図で、飛来物源の側面図FIG. 3 is an explanatory diagram of the lashing structure for the source of the flying object according to the present invention, and is a side view of the source of the flying object. 図1Aに示した飛来物源の正面図Front view of the projectile source shown in FIG. 1A 図1Aに示した飛来物源の背面図Rear view of the projectile source shown in FIG. 1A 固縛構造の説明図で、(A)は飛来物源側の連結部の斜視図、(B)は張力減衰装置の一例の斜視図、(C)は支持基礎側の連結部の斜視図Explanatory drawing of the lashing structure, (A) is a perspective view of the connecting part on the side of the flying object source, (B) is a perspective view of an example of the tension damping device, and (C) is a perspective view of the connecting part on the support base side. 張力減衰装置の配置位置の説明図で、(A)は係留材の重合部に張力減衰装置の配置を配置した形態の説明図、(B)は支持基礎側に係留材を配置した形態の説明図、(C)は係留材に複数の張力減衰装置の配置を配置した形態の説明図It is an explanatory view of the arrangement position of the tension damping device, (A) is an explanatory diagram of the form in which the tension damping device is arranged in the overlapping part of the mooring material, and (B) is an explanation of the form in which the mooring material is arranged on the support base side. Figure, (C) is an explanatory view of a configuration in which a plurality of tension dampers are arranged on the mooring material 固縛装置の配設形態の説明図で、(A)は固縛装置を複数の支持基礎に分散して連結した固縛装置の配設形態の説明図、(B)はひとつの支持基礎を共有して複数の固縛装置を連結した固縛装置の配設形態の説明図It is an explanatory diagram of the arrangement form of the lashing device, (A) is an explanatory diagram of the arrangement form of the lashing device in which the lashing device is distributed and connected to a plurality of support foundations, and (B) is a single support foundation. Explanatory drawing of an arrangement form of a lashing device in which a plurality of lashing devices are connected in common 固縛装置の作用の説明図Explanatory drawing of the action of the lashing device 複数の固縛装置の作用の説明図Explanatory drawing of action of a plurality of lashing devices 図6におけるVII-VIIの断面図Sectional view of VII-VII in Fig. 6

以下図面を参照しながら本発明の実施の形態について説明する。 Embodiments of the present invention will be described below with reference to the drawings.

<1>飛来物源
図1A~1Cを参照して説明すると、本発明における「飛来物源10」とは、重要防護施設内の地表または既設建物の屋上等に配備し、突風発生時に退避不能な有体物を意味し、例えば各種の施設(給水施設、発電施設等)を搭載した大型車両、コンテナ、簡易建屋等を含む。
<1> Flying Object Source To explain with reference to FIGS. 1A to 1C, the “flying object source 10” in the present invention is deployed on the ground surface in the important protection facility or on the roof of an existing building, etc., and cannot be evacuated when a gust occurs. For example, it includes large vehicles, containers, simple buildings, etc. equipped with various facilities (water supply facilities, power generation facilities, etc.).

本発明では、飛来物源10が大型車両である場合について説明する。
飛来物源10の前後および左右の周囲には、フック等の複数の連結部11を有する。
飛来物源10が大型トラックの場合には、荷台部の左右面と前後のシャーシに複数の連結部11を設ける。
In the present invention, a case where the flying object source 10 is a large vehicle will be described.
A plurality of connecting portions 11 such as hooks are provided around the front, back, left and right sides of the flying object source 10 .
When the flying object source 10 is a large-sized truck, a plurality of connecting portions 11 are provided on the left and right sides of the loading platform and on the front and rear chassis.

<2>支持基礎
支持基礎20は飛来物源10の周囲の床面等に設けた単数または複数の反力源である。
本例では飛来物源10の前後左右の四方向に沿って複数の帯状の支持基礎20を設けた形態について説明するが、飛来物源10の前後または左右の二方向に沿って支持基礎20を設けてもよい。
支持基礎20の設置数や飛来物源10に対する支持基礎20の設置方向は適宜選択が可能である。
各支持基礎20は突風エネルギーに耐え得るコンクリート製や鋼製等の基礎構造物であり、その上面には所定の間隔を隔てて複数の係留素子である係留片21が配備してある。
<2> Support Foundation The support foundation 20 is a single or a plurality of reaction force sources provided on the floor or the like around the flying object source 10 .
In this example, a configuration in which a plurality of strip-shaped support bases 20 are provided along the four directions of the flying object source 10, front, rear, left, and right, will be described. may be provided.
The number of supporting foundations 20 to be installed and the installation direction of the supporting foundations 20 with respect to the flying object source 10 can be appropriately selected.
Each support base 20 is a foundation structure made of concrete, steel, or the like that can withstand gust energy, and a plurality of mooring pieces 21, which are mooring elements, are arranged on the upper surface thereof at predetermined intervals.

各支持基礎20は飛来物源10の位置から離れた周囲の床面に設けるが、飛来物源10の想定される横滑り距離を考慮し、飛来物源10が特定の方向に向けて変位しても支持基礎20と干渉しない位置に設ける。 Each support base 20 is provided on the floor surface around the location of the projectile source 10, but considering the assumed side-slip distance of the projectile source 10, the projectile source 10 is displaced in a specific direction. is provided at a position that does not interfere with the support base 20.

<3>固縛装置
飛来物源10と支持基礎20との間には複数の固縛装置30を配設し、各固縛装置30の両端を飛来物源10と特定の係留片21に固定する。
固縛装置30は、突風発生時において、飛来物源10を急停止させずに支持基礎20に繋ぎ留めるための装置である。
<3> Lashing Device A plurality of lashing devices 30 are arranged between the flying object source 10 and the support foundation 20, and both ends of each lashing device 30 are fixed to the flying object source 10 and a specific mooring piece 21. do.
The lashing device 30 is a device for tying the flying object source 10 to the support base 20 without suddenly stopping it when a gust occurs.

特に固縛装置30は、突風エネルギーの減衰機能(ブレーキ機能)と、固縛距離の伸長を許容する固縛移動機能を具備していて、これらの両機能により、固縛装置30と、固縛装置30の連結対象である飛来物源10および支持基礎20に過大な衝撃力を作用させない構造とした。 In particular, the lashing device 30 has a gust energy damping function (braking function) and a lashing movement function that permits extension of the lashing distance. The structure is such that an excessive impact force is not applied to the projectile source 10 and the support base 20 to which the device 30 is connected.

固縛装置30は、飛来物源10と支持基礎20の間に配設したロープ状を呈する単数または複数の係留材31と、係留材31の端部近くに配設した張力減衰装置32とを具備する。
係留材31に一定以上の張力が作用すると、固縛装置30による連結距離(固縛長)が伸長する。
本例では、2本の係留材31,31と単数の張力減衰装置32を組み合わせて固縛装置30を構成する形態について説明するが、係留材31は1本以上であればよい。
The lashing device 30 consists of one or more rope-shaped mooring members 31 arranged between the projectile source 10 and the supporting foundation 20, and tension dampers 32 arranged near the ends of the mooring members 31. equip.
When tension above a certain level acts on the mooring material 31, the connection distance (lashing length) by the lashing device 30 is extended.
In this example, a mode in which the lashing device 30 is configured by combining two mooring members 31, 31 and a single tension damping device 32 will be described, but the number of mooring members 31 may be one or more.

<3.1>係留材
係留材31は荷重を伝達可能な非延伸部材であり、例えばワイヤーロープに代表される鋼製ロープを使用できる。係留材31はその他にチェーンや鋼棒等を使用することもできる。
なお、係留材31の素材に高弾性部材を含まないことは勿論である。
<3.1> Mooring material The mooring material 31 is a non-stretchable member capable of transmitting a load, and can be a steel rope typified by a wire rope, for example. Alternatively, the mooring material 31 can be a chain, a steel rod, or the like.
Needless to say, the material of the mooring member 31 does not contain a highly elastic member.

図2を参照して説明すると、係留材31の一端には掛止素子31aを一体に形成し、掛止素子31aを介して係留材31の一端を飛来物源10の連結部11および支持基礎20の係留片21にそれぞれ連結可能である。
掛止素子31aには、ロープの端部にアイ(アイ圧縮止め)加工を施して形成したアイ部、またはロープの端部に一体に付設した鋼製フック等が適用可能である。
掛止素子31aは連結部11や係留片21に直接連結してもよいし、図示するようにシャックル等の中継金具32を介して連結してもよい。
Referring to FIG. 2, one end of the mooring member 31 is integrally formed with a retaining element 31a, and the one end of the mooring member 31 is connected to the connecting portion 11 of the flying object source 10 and the support base via the retaining element 31a. Each of the 20 anchoring pieces 21 can be connected.
The hooking element 31a may be an eye formed by processing an eye (eye compression stopper) on the end of the rope, or a steel hook integrally attached to the end of the rope.
The hooking element 31a may be directly connected to the connecting portion 11 or the mooring piece 21, or may be connected via a relay fitting 32 such as a shackle as shown in the figure.

<3.2>張力減衰装置
張力減衰装置32は係留材31に作用する張力の減衰機能を有していて、固縛装置30による連結距離(固縛長)を伸長変化しながら、張力減衰装置32が張力減衰機能を発揮する。
固縛装置30による減衰機能の発揮時期と、連結距離(固縛長)の伸長変化を生じる時期は同じであり、固縛装置30による摺動許容張力と伸長許容張力は共に等しい。
張力減衰装置32にはつぎの減衰方式が適用可能である。
<3.2> Tension damping device The tension damping device 32 has a function of damping the tension acting on the mooring material 31. 32 performs the tension damping function.
The time at which the lashing device 30 exerts the damping function and the time at which the connection distance (the lashing length) changes in elongation are the same, and the allowable sliding tension and the allowable elongation tension of the lashing device 30 are both equal.
The following damping methods can be applied to the tension damping device 32 .

〔ア〕摩擦摺動式の張力減衰装置
本形式は、ロープ製の係留材31を包囲する単数または複数の鋼製把持具と、鋼製把持具を締付け可能な複数の締付ボルトとを少なくとも具備し、係留材31と鋼製把持具の周面間の摩擦抵抗を超える引張力が作用したときに係留材31の摺動を許容する構造になっていて、把持部の摺動抵抗により係留材31に作用する張力を減衰する。
係留材31の摺動を許容する張力が、固縛装置30の伸長許容張力となる。
[A] Friction sliding type tension damping device It has a structure that allows the mooring material 31 to slide when a tensile force exceeding the frictional resistance between the mooring material 31 and the peripheral surface of the steel gripper is applied, and the mooring is performed by the sliding resistance of the gripping part. Attenuates the tension acting on the material 31 .
The tension that allows the anchoring material 31 to slide is the extension allowable tension of the lashing device 30 .

本例では摩擦摺動式の張力減衰装置32を適用した形態について説明する。
張力減衰装置32は、2本のロープ製の係留材31,31の端部近くの重合部を把持している。張力減衰装置32から延出した係留材31,31には余長部31bを形成していて、余長部31bの長さが係留材31の摺動許容距離となる。
したがって、余長部31bの長さは、突風発生時に想定される飛来物源10の横移動距離よりも長い寸法関係にしておく。
In this example, an embodiment in which a friction-sliding tension damping device 32 is applied will be described.
A tension damper 32 grips the overlap near the ends of the two rope tethers 31,31. The mooring members 31, 31 extending from the tension damping device 32 are formed with a surplus length portion 31b, and the length of the surplus length portion 31b is the allowable sliding distance of the mooring member 31. As shown in FIG.
Therefore, the length of the extra length portion 31b is set to be longer than the lateral movement distance of the flying object source 10 assumed when a gust occurs.

摩擦摺動式の張力減衰装置32としては、例えば特開2003-301419号公報、特開2003-129424号公報に開示されたロープ用の張力減衰装置が使用可能である。
図2(B)を参照して説明すると、このロープ用の張力減衰装置32はばね鋼板の中央を折り返して拡張部32aを形成した拘束板32bと、拘束板32bの拡張部32aの内空を区画する仕切板32cと、拘束板32bを締め付ける複数の締付ボルト32dとを具備し、拘束板32bの拡張部32a内に収容した2本のロープ製の係留材31,31を摺動可能に把持している。
As the friction sliding type tension damping device 32, for example, rope tension damping devices disclosed in JP-A-2003-301419 and JP-A-2003-129424 can be used.
Referring to FIG. 2(B), this rope tension damping device 32 has a constraining plate 32b formed by folding back the center of a spring steel plate to form an expanded portion 32a, and an inner space of the expanded portion 32a of the constraining plate 32b. Equipped with a partition plate 32c for partitioning and a plurality of tightening bolts 32d for tightening the restraining plate 32b, allowing the two rope mooring members 31, 31 housed in the expanded portion 32a of the restraining plate 32b to slide. grasping.

〔イ〕塑性変形式の張力減衰装置
本形式は、塑性変形が可能なシェル構造を呈する単数または複数の支圧体と係留材31とを組み合わせたもので、係留材31に作用する張力が支圧体の変形強度を超えると支圧体が塑性変形し、支圧体の変形抵抗により係留材31に作用する張力を減衰する。
[A] Plastic deformation type tension damping device This type is a combination of one or more bearing pressure bodies exhibiting a shell structure capable of plastic deformation and the mooring material 31, and the tension acting on the mooring material 31 is supported. When the deformation strength of the pressure body is exceeded, the pressure body is plastically deformed, and the tension acting on the mooring member 31 is attenuated by the deformation resistance of the pressure body.

塑性変形式の張力減衰装置32としては、例えば特開2004-1693363号公報に開示されたロープ用張力減衰装置が使用可能である。
この張力減衰装置32は、シェル構造を呈する複数の荷重伝達体を具備していて、複数の荷重伝達体は外力が作用すると連鎖的に変形し、荷重伝達体の変形抵抗により係留材31に作用する張力を減衰する。
荷重伝達体の板厚と設置数に比例して減衰性能が高くなる。
なお、シェル構造体は皿形状体の他に円筒体や蛇腹状の筒体でもよい。
As the plastic deformation type tension damping device 32, for example, a rope tension damping device disclosed in JP-A-2004-1693363 can be used.
This tension damping device 32 has a plurality of load transmission bodies having a shell structure. When an external force acts on the load transmission bodies, the plurality of load transmission bodies are deformed in a chain manner. Attenuates the tension applied.
The damping performance increases in proportion to the plate thickness and the number of installed load transfer bodies.
Incidentally, the shell structure may be a cylindrical body or a bellows-shaped tubular body in addition to the dish-shaped body.

〔ウ〕ダンパー式の張力減衰装置
本形式は、シリンダ内にロッド付きピストンを配置し、流体(液体)を封入したシリンダ内をピストンがスライド移動するときの移動抵抗により係留材31に作用する張力を減衰する。
[C] Damper-type tension damping device In this type, a piston with a rod is placed in a cylinder, and tension acts on the mooring material 31 due to movement resistance when the piston slides in the cylinder filled with fluid (liquid). attenuate the

張力減衰装置32は上記した〔ア〕~〔ウ〕の例示に限定されず、各種のブレーキ機能を有する公知の装置が適用可能である。 The tension damping device 32 is not limited to the examples [a] to [c] described above, and known devices having various braking functions can be applied.

〔エ〕飛来物源の横移動距離と固縛装置の伸長距離の関係
張力減衰装置32が何れの減衰形式であっても、突風発生時において、飛来物源10の横移動に追従し得るように、固縛装置30の最大伸長距離(減衰距離)は、想定される飛来物源10の最大移動距離よりも長い寸法関係になっている。
[D] Relationship between lateral movement distance of projectile source and extension distance of lashing device Regardless of the damping type of the tension damping device 32, it should be able to follow the lateral movement of the projectile source 10 when a gust occurs. Furthermore, the maximum extension distance (attenuation distance) of the lashing device 30 is longer than the maximum movement distance of the assumed flying object source 10 .

固縛装置30の伸長距離が飛来物源10の想定される横移動距離より短いと、飛来物源10の横滑り中に固縛装置30が伸びきって飛来物源10が急停止し、固縛装置30が伸びきった展張時において、飛来物源10に衝撃力が加わると同時に、固縛装置30に過大な張力が作用して連結部が破損するおそれがあるためである。 If the extension distance of the lashing device 30 is shorter than the assumed lateral movement distance of the projectile source 10, the lashing device 30 will be fully extended while the projectile source 10 is skidding, causing the projectile source 10 to suddenly stop and be lashed. This is because when the device 30 is fully extended, an impact force is applied to the flying object source 10, and at the same time, excessive tension acts on the lashing device 30, which may damage the connecting portion.

[固縛方法]
つぎに固縛装置30を用いた固縛方法について説明する。
[Lashing method]
Next, a lashing method using the lashing device 30 will be described.

<1>固縛装置の連結
図1A~1Cに示すように、飛来物源10と支持基礎20との間に、既述した固縛装置30を配設し、固縛装置30の両端を飛来物源10の前後左右に設けた複数の連結部11と、支持基礎20の対応する係留片21にそれぞれ連結して固縛する。
<1> Connection of lashing device As shown in FIGS. A plurality of connection portions 11 provided on the front, rear, left, and right of the object source 10 are connected to the corresponding mooring pieces 21 of the support base 20, respectively, and lashed.

本発明では、飛来物源10と支持基礎20との間に複数の固縛装置30を配置して連結するだけの簡単な係留作業だけで、飛来物源10を支持基礎20に固縛することができる。 In the present invention, the flying object source 10 can be lashed to the support base 20 by a simple mooring operation of only arranging and connecting a plurality of lashing devices 30 between the flying object source 10 and the support base 20. can be done.

<2>張力減衰装置の配置位置
図3を参照して固縛装置30を構成する張力減衰装置32の配置位置について説明する。
<2> Arrangement Position of Tension Damping Device The arrangement position of the tension damping device 32 constituting the lashing device 30 will be described with reference to FIG.

図3(A)は、飛来物源10の連結部11および支持基礎20の係留片21から延びる2本の係留材31,31の重合部に張力減衰装置32の配置を配置した形態を示す。 FIG. 3(A) shows a configuration in which a tension damping device 32 is arranged at the overlapping portion of two mooring members 31 extending from the connecting portion 11 of the flying object source 10 and the mooring piece 21 of the support base 20 .

図3(B)は、支持基礎20の係留片21、または飛来物源10の連結部11の何れか一方に張力減衰装置32を直接連結した形態を示す。 FIG. 3B shows a configuration in which the tension damping device 32 is directly connected to either the mooring piece 21 of the support base 20 or the connecting portion 11 of the flying object source 10 .

<3>張力減衰装置の設置数(図3(C))
同一線上に配置した係留材31に対する張力減衰装置32の配置数は単数に限定されず、間隔を隔てて複数の張力減衰装置32を配置して構成してもよい。
張力減衰装置32の設置数は、想定される突風エネルギーの大きさ等を考慮して適宜選択する。
<3> Number of installed tension dampers (Fig. 3(C))
The number of tension damping devices 32 arranged with respect to the mooring members 31 arranged on the same line is not limited to one, and a plurality of tension damping devices 32 may be arranged at intervals.
The number of tension dampers 32 to be installed is appropriately selected in consideration of the magnitude of expected gust energy and the like.

<4>固縛装置の配置形態(図4)
飛来物源10の連結部11の単体と支持基礎20の係留片21の単体との間に1組の固縛装置30を配置して連結することを基本とするが、以下に説明する固縛装置30の設置形態も可能である。
<4> Arrangement of lashing device (Fig. 4)
Basically, one set of lashing device 30 is arranged between the connecting portion 11 of the flying object source 10 and the mooring piece 21 of the support base 20 and connected, but the lashing will be explained below. Installation configurations for the device 30 are also possible.

図4(A)は、飛来物源10のひとつの連結部11から延びる複数の固縛装置30,30を複数の係留片21に分散して連結した形態を示していて、ひとつの連結部11を複数の係留片21で分散して支持するようにした。 FIG. 4(A) shows a form in which a plurality of lashing devices 30, 30 extending from one connecting portion 11 of the flying object source 10 are dispersedly connected to a plurality of mooring pieces 21, and one connecting portion 11 are distributed and supported by a plurality of mooring pieces 21.

図4(B)は、支持基礎20のひとつの係留片21に対して飛来物源10の複数の連結部11との間に複数の固縛装置30を連結した形態を示していて、ひとつの係留片21を複数の連結部11に共有させて支持するようにした。 FIG. 4(B) shows a configuration in which a plurality of lashing devices 30 are connected between one mooring piece 21 of the support base 20 and a plurality of connecting portions 11 of the flying object source 10. The mooring piece 21 is shared by a plurality of connecting parts 11 to be supported.

固縛装置30の設置形態は、想定される突風エネルギーの大きさや連結部11の形成数や係留片耐力等を考慮して適宜選択する。 The installation form of the lashing device 30 is appropriately selected in consideration of the expected magnitude of gust energy, the number of connecting portions 11 to be formed, the mooring piece strength, and the like.

<5>固縛装置の弛みの有無
固縛装置30は巨大な突風エネルギー等の外力を受けることにより、自身の全長が長く延びて、連結距離(固縛長)が長くなる構造である。
したがって、飛来物源10の連結部11と支持基礎20の係留片21との間に固縛装置30を配置する場合は、固縛装置30を構成する係留材31に多少の弛みを持たせて連結しておくことが望ましい。
固縛装置30の配置形態は多少の弛みを持たせて連結することの他に、予め係留材31を緊張状態で張設しておいてもよく、現場の状況などを考慮してどちらの配設形態でも対応が可能である。
<5> Presence or absence of slack in the lashing device The lashing device 30 has a structure in which the entire length of itself is elongated and the connection distance (lashing length) is increased by receiving an external force such as a huge gust of wind energy.
Therefore, when the lashing device 30 is arranged between the connection part 11 of the flying object source 10 and the mooring piece 21 of the support base 20, the mooring material 31 constituting the lashing device 30 should be slightly loose. It is desirable to keep them connected.
The arrangement of the lashing device 30 may be such that the lashing device 30 is connected with some slack, or the mooring material 31 may be stretched in advance in a tensioned state. It is also possible to correspond to the design form.

[固縛装置の作用]
つぎに地震発生時および突風発生時における固縛装置30の作用について説明する。
[Action of lashing device]
Next, the action of the lashing device 30 when an earthquake occurs and when a gust of wind occurs will be described.

<1>地震発生時
飛来物源10は、複数の固縛装置30を介して、支持基礎20に固縛してある。
地震発生時は飛来物源10に横揺れまた縦揺れが生じる。
<1> When an Earthquake Occurs The flying object source 10 is lashed to the support foundation 20 via a plurality of lashing devices 30 .
When an earthquake occurs, the flying object source 10 is swayed horizontally and vertically.

例えば、図3(A)に示すように、固縛装置30を構成する係留材31に予め弛みを持たせて連結してある場合、飛来物源10の揺れが係留材31の弛みの範囲内であれば、係留材31に過大な張力は作用しない。 For example, as shown in FIG. 3A, when the mooring material 31 constituting the lashing device 30 is connected with slack in advance, the swing of the flying object source 10 is within the range of the slack of the mooring material 31. If so, no excessive tension acts on the mooring material 31 .

図5を参照して縛装置30を構成する係留材31を予め緊張状態で張設した場合、または飛来物源10の揺れが係留材31の弛みの範囲を超えた場合は、飛来物源10の揺れに伴い係留材31に一定以上の張力が作用する。
固縛装置30に作用する張力が、固縛装置30の伸長許容張力を超えると、固縛装置30による伸長前の連結距離(固縛長)Lが連結距離Lに伸長して変化して、飛来物源10の揺れを許容する。
Referring to FIG. 5, if the mooring material 31 that constitutes the binding device 30 is stretched in advance in a tensioned state, or if the shaking of the flying object source 10 exceeds the slack range of the mooring material 31, the flying object source 10 A certain or more tension acts on the mooring material 31 along with the shaking of the mooring material.
When the tension acting on the lashing device 30 exceeds the extension allowable tension of the lashing device 30, the connection distance ( lashing length) L1 before extension by the lashing device 30 is extended to the connection distance L2. to allow the flying object source 10 to sway.

固縛装置30が摩擦摺動式である場合は、係留材31に生じる張力が、ロープ製の係留材31,31の重合部を把持する張力減衰装置32の把持力を超えると、把持部に摺動を生じて連結距離Lを伸長しつつ、飛来物源10の揺れを許容する。 When the lashing device 30 is of the friction sliding type, when the tension generated in the mooring material 31 exceeds the gripping force of the tension damping device 32 that grips the overlapping portions of the mooring materials 31, 31 made of rope, the gripping portion Swinging of the projectile source 10 is allowed while extending the connection distance L2 by causing sliding.

このように地震発生時においては、固縛装置30が飛来物源10のあらゆる方向の揺れを許容するので、固縛装置30そのものが破壊される心配がないうえに、固縛装置30の両端の連結部が破壊される心配もない。 In this way, when an earthquake occurs, the lashing device 30 allows the lashing of the flying object source 10 in all directions. No need to worry about breaking the connection.

<2>突風発生時
竜巻等の突風の発生時において、複数の固縛装置30に対して再緊張操作は一切不要であり、そのための作業要員も専用の緊張機材も不要である。作業員は安全なエリア等に退避している。
飛来物源10と支持基礎20の間に連結した複数の固縛装置30はそのままで対応可能であるので、従来と比べて緊急時の対応性が格段に向上する。
<2> When a gust occurs When a gust such as a tornado occurs, there is absolutely no need to re-tighten the lashing devices 30, and neither workers nor dedicated tensioning equipment are required. Workers are evacuating to a safe area.
Since the plurality of lashing devices 30 connected between the flying object source 10 and the support base 20 can be dealt with as they are, the ability to deal with emergencies is greatly improved compared to the conventional system.

飛来物源10に巨大な突風エネルギーが作用すると、突風エネルギーは、飛来物源10を固縛する複数の固縛装置30に引張力となって作用し、最終的に支持基礎20が突風エネルギーを支持する。 When a huge gust energy acts on the flying object source 10, the gust energy acts as a tensile force on the plurality of lashing devices 30 that lash the flying object source 10, and finally the support foundation 20 absorbs the gust energy. To support.

<2.1>固縛装置が伸長許容張力に達しないとき
固縛装置30に作用する張力が、固縛装置30の伸長許容張力に達しないときは、固縛装置30による連結距離は変化しない。
したがって、飛来物源10に大きな横滑りや浮上は生じない。
<2.1> When the lashing device does not reach the extension allowable tension When the tension acting on the lashing device 30 does not reach the extension allowable tension of the lashing device 30, the connection distance by the lashing device 30 does not change. .
Therefore, the flying object source 10 does not undergo a large side slip or float.

<2.2>固縛装置が伸長許容張力に達したとき
図6,7を参照して説明すると、固縛装置30に作用する張力が、固縛装置30の伸長許容張力に達すると、固縛装置30による連結距離が伸長することに伴い、飛来物源10が横滑りをして当初の位置から風下側へ向けた移動距離Lが増していく。
<2.2> When the lashing device reaches the extension allowable tension To explain with reference to FIGS. As the connecting distance by the binding device 30 increases, the flying object source 10 slides sideways and the moving distance L3 from the initial position to the leeward side increases.

<2.2.1>固縛装置による突風エネルギーの減衰作用
固縛装置30の全長が伸長する際に張力減衰装置32が張力減衰機能を発揮して突風エネルギーを減衰する。
すなわち、固縛装置30は突風エネルギーを減衰しつつ、連結距離を伸長する。
したがって、本発明では、飛来物源10の自由な横滑りを抑制しつつ、飛来物源10の加速度も効果的に減速でき、最終的に竜巻などの突風によって飛来物源10が飛んでしまうことを効果的に抑止することができる。
<2.2.1> Damping action of gust energy by lashing device When the lashing device 30 is extended to its full length, the tension damping device 32 exerts a tension damping function to attenuate the gust energy.
That is, the lashing device 30 extends the connection distance while attenuating gust energy.
Therefore, in the present invention, the acceleration of the flying object source 10 can be effectively reduced while suppressing the free sideslip of the flying object source 10, thereby preventing the flying object source 10 from being blown away by a gust such as a tornado. can be effectively deterred.

このように飛来物源10に巨大な突風エネルギーが作用したときにおいても、固縛装置30が突風エネルギーの減衰機能と固縛距離(連結距離)の伸長追従機能を発揮することで、固縛装置30そのものが破壊される心配がないうえに、固縛装置30の両端の連結部が破壊される心配もない。 Thus, even when a huge gust energy acts on the flying object source 10, the lashing device 30 exhibits a gust energy damping function and a lashing distance (connection distance) elongation follow-up function. There is no fear that the lashing device 30 itself will be destroyed, and there is no fear that the joints at both ends of the lashing device 30 will be destroyed.

<2.2.2>複数の固縛装置による同調作用
突風エネルギーの減衰機能と、連結距離の伸長追従機能を具備しない従来の固縛装置で連結した場合、同列上に配置した各固縛装置が伸びきる展張タイミングにズレが生じ、複数の固縛装置に作用する張力にバラツキが生じる。
そのため、固縛距離が最も短い固縛装置に過大な張力が作用して破壊され易い、といった問題点を内包している。
<2.2.2> Synchronized action by multiple lashing devices When connecting with conventional lashing devices that do not have the function of damping gust energy and the function of following the extension of the connection distance, each lashing device arranged on the same line When the lashing device is completely stretched, there is a gap in the extension timing, and the tension acting on the plurality of lashing devices varies.
Therefore, there is a problem that excessive tension acts on the lashing device with the shortest lashing distance and it is easily destroyed.

これに対して、本発明では固縛装置30が突風エネルギーの減衰機能と固縛移動機能を具備しているので、受撃初期において、同列上に配置した複数の固縛装置30に作用する張力にバラツキが生じても、各固縛装置30が個別に伸長して、全ての固縛装置30の張力が均等になるので、これ以降は全ての固縛装置30において、前記した二つの機能が同調して発揮される。 On the other hand, in the present invention, since the lashing device 30 has a gust energy attenuation function and a lashing movement function, the tension acting on the plurality of lashing devices 30 arranged in the same row at the initial stage of receiving the gust. Even if the lashing device 30 is uneven, each lashing device 30 is stretched individually and the tension of all the lashing devices 30 becomes equal. performed in unison.

図6を参照して説明する。同図は図面の下向きの突風の影響を受けて、飛来物源10が下方へ変位し、飛来物源10の一側面と上位の支持基礎20との間に配列した複数の固縛装置30~30が伸長した状態を示している。
受撃初期において、複数の固縛装置30~30の間に張力差があっても、各固縛装置30が個別に伸長して、全ての固縛装置30の張力が均等になる。
これ以降は全ての固縛装置30が同調して機能するので、固縛装置30が連鎖的に破損することを回避できる。
全ての固縛装置30~30が協働して突風エネルギーの減衰機能を最大限発揮することができる。
Description will be made with reference to FIG. In the figure, the flying object source 10 is displaced downward under the influence of a downward gust of wind, and a plurality of lashing devices 30 1 are arranged between one side of the flying object source 10 and the support base 20 above. ∼30 4 indicates an extended state.
Even if there is a difference in tension among the plurality of lashing devices 30 1 to 30 4 at the initial stage of receiving impact, each lashing device 30 is stretched individually and the tension of all the lashing devices 30 becomes equal.
Since all the lashing devices 30 work in synchrony from then on, chain failure of the lashing devices 30 can be avoided.
All the lashing devices 30 1 to 30 4 can work together to maximize the damping function of gust energy.

<2.2.3>固縛装置による固縛距離について
突風エネルギーの減衰機能と、固縛移動機能を具備しない従来の固縛装置に弛みを持たせて連結した場合の固縛距離は、固縛装置が伸びきった時点での不変距離であり、受撃前に設定した特定の固縛距離に制限される。
<2.2.3> Lashing distance by the lashing device It is the fixed distance when the lashing device is fully extended, and is limited to the specific lashing distance set before receiving the attack.

これに対して本発明に係る固縛装置30の固縛距離は突風エネルギーを受けることで伸長する可変距離であって、受撃前の固縛距離に制限されない。
しかもその最大伸長距離は受撃前に任意に設定することができる。
本発明は、従来と比べて、固縛装置30の負担張力が小さくて済むだけでなく、衝撃も緩和できて、最終的に固縛機能を喪失することがない。
On the other hand, the lashing distance of the lashing device 30 according to the present invention is a variable distance that extends by receiving gust energy, and is not limited to the lashing distance before receiving the impact.
Moreover, the maximum extension distance can be arbitrarily set before receiving the attack.
The present invention can not only reduce the burden tension of the lashing device 30 compared to the conventional one, but also can mitigate the impact, so that the lashing function is not ultimately lost.

[他の実施例]
以上は飛来物源10の本体に固縛装置30を直接的に連結する形態について説明したが、飛来物源10の一部に取り付けた別途の押えロープを介して、固縛装置30を間接的に連結してもよい。
[Other embodiments]
In the above description, the form in which the lashing device 30 is directly connected to the main body of the flying object source 10 has been described. may be connected to

また以上は飛来物源10が車両である場合について説明したが、飛来物源10が車輪を持たないコンテナである場合は、コンテナ側面の所定の高さに連結部11を設けて、先の実施例と同様に複数の固縛装置30を使用して固縛することができる。 In the above description, the case where the flying object source 10 is a vehicle has been described. A plurality of lashing devices 30 can be used for lashing as in the example.

10・・・・・飛来物源
11・・・・・飛来物源の連結部
20・・・・・支持基礎
21・・・・・係留片
30・・・・・固縛装置
31・・・・・係留材
31a・・・・掛止素子
31b・・・・余長部
32・・・・・張力減衰装置
32a・・・・拡張部
32b・・・・拘束板
32c・・・・仕切板
32d・・・・締付ボルト
Reference Signs List 10: Missing object source 11: Missing object source connecting part 20: Support base 21: Mooring piece 30: Lashing device 31: Mooring material 31a Hooking element 31b Excess portion 32 Tension damping device 32a Extended portion 32b Restraint plate 32c Partition plate 32d: tightening bolt

本発明は以上の構成を有することで少なくともつぎのひとつの効果を奏する。
<1>突風エネルギーの減衰機能と固縛移動機能を有する複数の固縛装置を使用して、巨大な突風発生時において、固縛装置と、固縛装置の連結対象飛来物源である車両および支持基礎に過大な衝撃力を作用させない固縛構造とした。
そのため、固縛装置そのものの破壊を防止しつつ、固縛装置の両端の連結部の破壊および支持基礎の破壊も防止できるので、竜巻等の突風によって車両が飛んでしまうことを効果的に抑止できる。
<2>巨大な突風の発生予報時において、車両と支持基礎の間に連結した複数の固縛装置はそのままで対応可能である。
従来のような作業要員に頼った複数の固縛装置の再緊張操作が一切不要であり、緊急時の対応性が格段に向上するだけでなく、作業員の安全性確保が可能となる。
<3>固縛装置は配設形態(飛来物源と支持基礎との間に多少の弛みを持たせて連結する形態または緊張状態で連結する形態)の如何に拘らず、突風発生時だけでなく、地震発生時においても機能する。
<4>固縛装置が固縛距離の伸長追従機能を有していることで、同列上に配置した複数の固縛装置に張力差があっても、すべての固縛装置の減衰機能を同調させて発揮することができる。
したがって、一部の固縛装置に巨大な引張力が集中することを防止して、固縛装置の連鎖的な破損を回避できて、最終的に固縛機能を喪失することがない。
<5>同列上に配置した複数の固縛装置に予め多少の固縛長さにバラツキがあっても、固縛装置が個別に伸長してバラツキを吸収して、過大な張力に起因した固縛装置の破壊を防止することができる。
The present invention has at least one of the following effects by having the above configuration.
<1>Using a plurality of lashing devices with gust energy attenuation function and lashing movement function, when a huge gust occurs, the lashing device and the vehicle that is the source of the flying object to which the lashing device is connected And a lashing structure that does not apply excessive impact force to the supporting foundation.
Therefore, while preventing the destruction of the lashing device itself, it is also possible to prevent the destruction of the joints at both ends of the lashing device and the destruction of the supporting base, so that the vehicle can be effectively prevented from being blown away by a gust of wind such as a tornado. .
<2> When forecasting the occurrence of a huge gust, the multiple lashing devices connected between the vehicle and the support foundation can be used as they are.
There is absolutely no need to re-tighten a plurality of lashing devices, which relied on workers as in the past, and not only is emergency response remarkably improved, but worker safety can be ensured.
<3> The lashing device, regardless of the arrangement form (a form in which the source of the flying object and the supporting foundation are connected with some slack or a form in which they are connected in a tense state), can be It will function even in the event of an earthquake.
<4> Since the lashing device has a function to follow the extension of the lashing distance, even if there is a difference in tension among multiple lashing devices arranged in the same row, the attenuation function of all the lashing devices is synchronized. It is possible to demonstrate
Therefore, it is possible to prevent a huge tensile force from concentrating on a part of the lashing device, avoid chain failure of the lashing device, and finally prevent the lashing function from being lost.
<5> Even if the lashing lengths of a plurality of lashing devices arranged in the same row have some variation in advance, the lashing devices extend individually to absorb the variation, resulting in the lashing caused by excessive tension. Breakage of the binding device can be prevented.

Claims (8)

飛来物源と、飛来物源の周囲に設けた単数または複数の支持基礎と、飛来物源と支持基礎との間に配置した複数の固縛装置とを具備し、固縛装置の両端を飛来物源と支持基礎の係留片に連結し、突風発生時に飛来物源を支持基礎に繋ぎ留める飛来物源の固縛構造であって、
前記固縛装置が突風エネルギーの減衰機能と固縛移動機能を有し、
前記固縛装置の一部に一定以上の張力が作用すると、固縛装置が突風エネルギーの減衰機能を発揮しつつ、固縛装置による固縛移動が可能であることを特徴とする、
飛来物源の固縛構造。
Equipped with a flying object source, a single or a plurality of support foundations provided around the flying object source, and a plurality of lashing devices arranged between the flying object source and the supporting foundation. A lashing structure for a flying object source that is connected to the mooring piece of the object source and the supporting foundation and tethers the flying object source to the supporting foundation when a gust occurs,
The lashing device has a gust energy attenuation function and a lashing movement function,
When a certain amount of tension acts on a part of the lashing device, the lashing device can perform lashing movement while exhibiting a function of damping gust energy.
Securing structure for the source of flying objects.
前記固縛装置は、飛来物源と支持基礎の間に配設した単数または複数の係留材と、係留材に配設した単数または複数の張力減衰装置とを具備し、前記固縛装置に一定以上の張力が作用すると、固縛装置の全長が伸長可能であることを特徴とする、請求項1に記載の飛来物源の固縛構造。 The lashing device comprises one or more moorings disposed between the source of the projectile and the supporting foundation, and one or more tension dampers disposed on the moorings, wherein the lashing device 2. The lashing structure for a flying object source according to claim 1, wherein the lashing device can be stretched over its entire length when the above tension is applied. 前記固縛装置の最大伸長距離は想定される飛来物源の最大移動距離よりも長い寸法関係にあることを特徴とする、請求項1または2に記載の飛来物源の固縛構造。 3. A lashing structure for a flying object source according to claim 1 or 2, wherein the maximum extension distance of said lashing device is in a dimensional relationship longer than the maximum moving distance of an assumed flying object source. 飛来物源のひとつの連結部から延びる複数の固縛装置を複数の支持基礎の係留片に分散して連結したことを特徴とする、請求項1または2に記載の飛来物源の固縛構造。 3. A lashing structure for a flying object source according to claim 1 or 2, characterized in that a plurality of lashing devices extending from one connecting portion of the flying object source are dispersedly connected to a plurality of mooring pieces of the support base. . 支持基礎のひとつの係留片を複数の固縛装置に共有させて連結したことを特徴とする、請求項1または2に記載の飛来物源の固縛構造。 3. A lashing structure for a flying object source according to claim 1 or 2, wherein one mooring piece of the support foundation is shared by a plurality of lashing devices and connected. 飛来物源の連結部と支持基礎の係留片との間に予め多少の弛みを持たせて固縛装置を連結したことを特徴とする、請求項1乃至5の何れか一項に記載の飛来物源の固縛構造。 6. A flying object according to any one of claims 1 to 5, characterized in that the lashing device is connected with some slack in advance between the connecting portion of the flying object source and the mooring piece of the support base. Securing structures for sources. 飛来物源の連結部と支持基礎の係留片との間に予め固縛装置を緊張状態で連結したことを特徴とする、請求項1乃至5の何れか一項に記載の飛来物源の固縛構造。 6. A securing device for a flying object source according to any one of claims 1 to 5, characterized in that a lashing device is preliminarily connected in a tensioned state between the connecting portion of the flying object source and the mooring piece of the support base. binding structure. 前記張力減衰装置が、摩擦摺動式、塑性変形式またはダンパー式の何れかひとつ、または複数の組み合わせであることを特徴とする、請求項2に記載の飛来物源の固縛構造。 3. The lashing structure for a flying object source according to claim 2, wherein the tension damping device is one of a friction sliding type, a plastic deformation type and a damper type, or a combination of a plurality of them.
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