JPH0528320Y2 - - Google Patents

Info

Publication number
JPH0528320Y2
JPH0528320Y2 JP1987061240U JP6124087U JPH0528320Y2 JP H0528320 Y2 JPH0528320 Y2 JP H0528320Y2 JP 1987061240 U JP1987061240 U JP 1987061240U JP 6124087 U JP6124087 U JP 6124087U JP H0528320 Y2 JPH0528320 Y2 JP H0528320Y2
Authority
JP
Japan
Prior art keywords
ladder
quay
floating
chain
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1987061240U
Other languages
Japanese (ja)
Other versions
JPS63167600U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1987061240U priority Critical patent/JPH0528320Y2/ja
Publication of JPS63167600U publication Critical patent/JPS63167600U/ja
Application granted granted Critical
Publication of JPH0528320Y2 publication Critical patent/JPH0528320Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Description

【考案の詳細な説明】 <産業上の利用分野> この考案は、岸壁や池の堤防の内側等に取付け
て用いる浮遊式はしごに関する。
[Detailed description of the invention] <Industrial application field> This invention relates to a floating ladder that is installed on the inside of a quay wall or pond embankment.

<従来の技術> 従来、岸壁等に取り付けているはしごには、一
対のゴム製の支柱間にやはりゴム製の複数の横桟
を設けると共に、両支柱にそれぞれ一体に岸壁取
付け用の固定部を設けたものがあり、このような
はしごは、水位が高くなつて一部が没水したとき
も岸壁等に沿つて設置された状態を保つものであ
る。
<Conventional technology> Conventionally, ladders that are attached to quay walls, etc. have a plurality of horizontal bars made of rubber between a pair of rubber supports, and each support has a fixed part integrally attached to the quay wall. These ladders remain installed along quays, etc., even when the water level rises and a portion of the ladder is submerged.

<考案が解決しようとする問題点> 上記のようなはしごでは、岸壁から沖側への突
出量は、固定部とはしごの厚みを加えた厚さしか
なく、水中への落下者等が岸壁から少しでも離れ
てしまうと、落下者等ははしごに手が届きにくく
岸壁への到達が難しいという問題や高水位のとき
水面下にあるはしごは落下者等を救命するのに役
にたたないという問題がある。さらに、従来のは
しごは複数の固定部を用いて岸壁に固定されてい
るので設置費用が多くかかるという問題もある。
<Problems to be solved by the invention> In the above-mentioned ladder, the amount of protrusion from the quay to the offshore side is only the thickness of the fixed part plus the thickness of the ladder, making it difficult for people who fall into the water to leave the quay. If the ladder is even slightly separated, it becomes difficult for those who fall to reach the quay, and when the water level is high, ladders that are under the water are useless in saving the lives of those who fall. There's a problem. Furthermore, since conventional ladders are fixed to quay walls using a plurality of fixing parts, there is also the problem that installation costs are high.

<問題点を解決するための手段> 本考案は、浮遊性撓屈性体製で内部に補強体を
埋設した一対の側柱と、浮遊性撓屈性体製で内部
に補強体を埋設しており上記両側柱間に所定間隔
を隔てて設置した複数の横桟と、上記両側柱の同
じ側の端部に夫々設けた結合部とからなる水面上
で浮遊可能なものである。
<Means for solving the problem> The present invention consists of a pair of side columns made of a floating flexible material with a reinforcing body embedded inside, and a pair of side columns made of a floating flexible material with a reinforcing body embedded inside. It is capable of floating on the water surface, and is composed of a plurality of horizontal bars installed at predetermined intervals between the columns on both sides, and connecting portions provided at the ends of the same side of the columns on both sides.

<作用> 両側柱の上端部に設けた結合部は、はしごを岸
壁に結合し、補強体は人間がはしごにぶら下がつ
ても安全なようにはしごとしての強度を持たせる
もので、浮遊性撓屈性体はその撓屈性により、結
合部から水際に接する部分を、岸壁の形状に沿つ
て適当に配置することができ、はしごの浮遊性撓
屈性的性質により水面にとどく部分でははしごを
水面方向に屈曲し、そこから自由端部までを水面
上に浮遊させる。
<Function> The joints provided at the upper ends of the pillars on both sides connect the ladder to the quay wall, and the reinforcements provide the strength of the ladder so that it is safe for people to hang from the ladder. Due to its flexibility, the part of the flexible body that touches the water's edge from the joint can be appropriately arranged along the shape of the quay, and due to the floating flexible property of the ladder, the part that touches the water surface can be placed Bend it toward the water surface, and let it float on the water surface from there to the free end.

<実施例> 本実施例を、第1図乃至第3図を用いて説明す
る。このはしごは、第1図に示すようにはしごの
上端で岸壁斜面に結合してあり、はしごの上端部
から水面に届く部分までは岸壁斜面に沿つて配置
されており、水面に届く部分から下側部分は水面
上に浮遊するものである。第3図において、1,
1は側柱、2,2……は両側柱に跨がる横桟、
5,5ははしごを岸壁に結合する結合部である。
<Example> This example will be explained using FIGS. 1 to 3. As shown in Figure 1, this ladder is connected to the slope of the quay at the top of the ladder, and is placed along the slope of the quay from the top of the ladder to the part that reaches the water surface, and from the part that reaches the water surface to the slope of the quay. The side parts float on the water surface. In Figure 3, 1,
1 is a side pillar, 2, 2... is a horizontal beam that spans both side pillars,
Reference numerals 5 and 5 are connection parts that connect the ladder to the quay wall.

側柱1,1は、第3図に示すように円柱状のウ
レタン発泡体3(浮遊性撓屈性体)内にチエーン
4を埋設したもので、チエーン4の各鎖環6,6
……は夫々弛緩状態とされている。これら側柱
1,1は、所定の間隔を隔てて平行に配置されて
いる。チエーンを弛緩状態としているのは、側柱
が自由に屈曲できるようにするためである。
As shown in FIG. 3, the side columns 1, 1 are constructed by embedding a chain 4 in a cylindrical urethane foam 3 (floating flexible body), and each chain ring 6, 6 of the chain 4 is
... are each considered to be in a relaxed state. These side columns 1, 1 are arranged in parallel with a predetermined interval apart. The reason why the chain is in a relaxed state is to allow the side columns to bend freely.

結合部5,5は、これら側柱1,1の上端部に
設けてあり、この結合部5,5はチエーン4の上
端の鎖環6と係合した回動部8で形成されてい
る。回動部8は2個の互いに直角な方向の係合孔
8a,8bを有する部材であり、鎖環6と回動部
8との係合状態は回動部8の一方の係合孔8aに
鎖環6を係合させてある。岸壁斜面9には固定部
7を設けてあり、固定部7は軸10を有してお
り、この軸10に回動部8の係合孔8bが係合し
ている。この係合構造は、はしごをはしごの長さ
方向で岸壁斜面9に直角な面に沿つて回動を可能
にしている。11は固定部7に設けた貫通孔でこ
の貫通孔にアンカーボルトを挿通して結合部5,
5を岸壁斜面9に固定する。
The coupling parts 5, 5 are provided at the upper ends of these side columns 1, 1, and the coupling parts 5, 5 are formed by a rotating part 8 that engages with a chain ring 6 at the upper end of the chain 4. The rotating part 8 is a member having two engaging holes 8a and 8b extending in directions perpendicular to each other. A chain ring 6 is engaged with the chain ring 6. A fixed part 7 is provided on the quay slope 9, and the fixed part 7 has a shaft 10, with which the engagement hole 8b of the rotating part 8 is engaged. This engagement structure allows the ladder to rotate along a plane perpendicular to the quay wall slope 9 in the length direction of the ladder. 11 is a through hole provided in the fixing part 7, and an anchor bolt is inserted into this through hole to connect the connecting part 5,
5 is fixed to the quay slope 9.

横桟2は、側柱の直径よりも少し小さい直径の
円柱状のウレタン発泡体12内にチエーン13を
埋設したものである。横桟2は、側柱1,1に直
角にかつ互いに平行に側柱1,1間に設けたもの
である。なお、第3図に示すように横桟2のチエ
ーン13の両端の夫々の鎖環14,14は、側柱
1、1のチエーン4,4の対応した位置にある鎖
環6,6と係合している。
The horizontal beam 2 has a chain 13 embedded in a cylindrical urethane foam 12 having a diameter slightly smaller than the diameter of the side pillar. The horizontal beam 2 is provided between the side columns 1, 1 at right angles to the side columns 1, 1 and parallel to each other. As shown in FIG. 3, the respective chain rings 14, 14 at both ends of the chain 13 of the horizontal beam 2 are engaged with the chain rings 6, 6 at corresponding positions of the chains 4, 4 of the side columns 1, 1. It matches.

このように構成したはしごは、水位が高いとき
は、第1図に実線で示すようにはしご上端部から
水際に接する部分までは側柱1,1の撓屈性によ
り岸壁斜面9に沿つて配置され、水際部分から自
由端部までは、はしごの浮遊性により水面上に浮
遊する。第1図に仮想線で示すように水位が下が
るとはしごの岸壁斜面9に沿う部分が長くなり、
水際に接する部分より下側は水面上に浮遊する。
このようにこの浮遊式はしごを用いると、はしご
は水位の変化に応じて岸壁斜面9に沿つてよこた
わる部分と水面上に浮遊する部分の長さが変化し
て、はしごの接水部分は常に水面上に浮遊する。
When the water level is high, the ladder constructed in this manner is arranged along the quay slope 9 from the upper end of the ladder to the part touching the water edge due to the flexibility of the side columns 1, 1, as shown by the solid line in Figure 1. The length from the water's edge to the free end floats on the water surface due to the buoyancy of the ladder. As shown by the imaginary line in Figure 1, as the water level decreases, the part of the ladder along the quay slope 9 becomes longer.
The part below the water edge floats on the water surface.
When this floating ladder is used in this way, the length of the part of the ladder that lies along the quay slope 9 and the part that floats on the water surface changes according to changes in the water level, and the part of the ladder that is in contact with the water is always on the water surface. Float above.

本実施例では、結合部にチエーン4とは別の回
動部8を用いたが他の結合方法を用いることもで
きる。例えば、チエーンの上端の鎖環を直接軸1
0に係合させることもでき、さらに固定部7もU
字状アンカーボルトとしてもよい。また、補強体
にチエーンを用いたが、他にワイヤーロープや合
成繊維製ロープを用いることもできるし、横桟の
補強体にはまた別に鉄板のような剛性の大きいも
のを用いて横桟のたるみをなくすこともできる。
また、側柱と横桟の断面形状を円としたが四角形
のような多角形とすることもできる。側柱1,1
の下端に結合部を設けて(図示省略)浮遊式はし
ごを継ぎ足すことにより、岸壁の高さに応じたは
しごの長さを得ることもできる。
In this embodiment, a rotating part 8 separate from the chain 4 is used as the coupling part, but other coupling methods can also be used. For example, connect the chain ring at the top end of the chain directly to the shaft 1.
0, and the fixing part 7 can also be engaged with U.
It may also be a character-shaped anchor bolt. In addition, although a chain was used as the reinforcing body, wire rope or synthetic fiber rope may also be used, and a highly rigid material such as a steel plate may be used as the reinforcing body for the horizontal beam. It can also eliminate slack.
Furthermore, although the cross-sectional shapes of the side pillars and horizontal bars are circular, they can also be polygonal, such as quadrangular. side pillar 1,1
By providing a connecting part at the lower end (not shown) and adding a floating ladder, it is also possible to obtain a ladder length that corresponds to the height of the quay.

<考案の効果> この考案によれば、はしごが岸壁斜面の水際か
ら沖合に向つて水面上に浮遊しているので、水中
へ落下した者等が岸壁に近付く手掛かりとしてつ
かみ易いという効果と、予め水位の変化に応じた
はしごの長さにしておけば最低必要な浮遊するは
しごの長さを常に得ることができるという効果も
ある。さらにはしごを岸壁に結合する結合部は、
はしご上端に一対だけ設ければよいので設置費用
も安くなるという効果もある。
<Effects of the invention> According to this invention, since the ladder is floating on the water surface from the water edge of the quay slope toward the offshore, it has the effect that those who have fallen into the water can easily grab it as a handhold to approach the quay. By adjusting the length of the ladder according to changes in the water level, you can always obtain the minimum required length of the floating ladder. Furthermore, the joint that connects the ladder to the quay is
Since only one pair needs to be installed at the top of the ladder, installation costs are also reduced.

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

第1図はこの考案に係る浮遊式はしごの一実施
例を示すもので、岸壁斜面に接続した状態を示す
概略縦断側面図、第2図は同実施例の浮遊式はし
ごを第1図と同じ方向から見た部分拡大縦断側面
図、第3図は同実施例の浮遊式はしごの部分拡大
正面図である。 1……側柱、2……横桟、3……ウレタン発泡
体(側柱の浮遊性撓屈性体)、4……チエーン
(側柱の補強体)、5……結合部、9……岸壁斜
面。
Figure 1 shows an embodiment of the floating ladder according to this invention, and is a schematic longitudinal sectional side view showing the state connected to the quay slope, and Figure 2 shows the floating ladder of the same embodiment, which is the same as Figure 1. FIG. 3 is a partially enlarged front view of the floating ladder of the same embodiment. DESCRIPTION OF SYMBOLS 1...Side column, 2...Horizontal beam, 3...Urethane foam (floating flexible body of side column), 4...Chain (reinforcement body of side column), 5...Connection part, 9... ... Quay slope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 浮遊性撓屈性体製で内部に補強体を埋設した一
対の側柱と、浮遊性撓屈性体製で内部に補強体を
埋設しており上記両側柱間に所定間隔を隔てて設
置した複数の横桟と、上記両側柱の同じ側の端部
に夫々設けた結合部とからなる水面上で浮遊可能
な浮遊式はしご。
A pair of side pillars made of a floating flexible material with a reinforcing body buried inside, and a pair of side pillars made of a floating flexible material with a reinforcing body buried inside, installed at a predetermined interval between the above-mentioned side pillars. A floating ladder capable of floating on the water surface, which is composed of a plurality of horizontal beams and connecting portions provided at the ends of the same side of both pillars.
JP1987061240U 1987-04-22 1987-04-22 Expired - Lifetime JPH0528320Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987061240U JPH0528320Y2 (en) 1987-04-22 1987-04-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987061240U JPH0528320Y2 (en) 1987-04-22 1987-04-22

Publications (2)

Publication Number Publication Date
JPS63167600U JPS63167600U (en) 1988-11-01
JPH0528320Y2 true JPH0528320Y2 (en) 1993-07-20

Family

ID=30894394

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987061240U Expired - Lifetime JPH0528320Y2 (en) 1987-04-22 1987-04-22

Country Status (1)

Country Link
JP (1) JPH0528320Y2 (en)

Also Published As

Publication number Publication date
JPS63167600U (en) 1988-11-01

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