JP2597800Y2 - Floating bridge with corrugated board - Google Patents

Floating bridge with corrugated board

Info

Publication number
JP2597800Y2
JP2597800Y2 JP1993032350U JP3235093U JP2597800Y2 JP 2597800 Y2 JP2597800 Y2 JP 2597800Y2 JP 1993032350 U JP1993032350 U JP 1993032350U JP 3235093 U JP3235093 U JP 3235093U JP 2597800 Y2 JP2597800 Y2 JP 2597800Y2
Authority
JP
Japan
Prior art keywords
cutting plate
wave
auxiliary
floating body
bridge
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
JP1993032350U
Other languages
Japanese (ja)
Other versions
JPH072513U (en
Inventor
精武 原田
富行 西澤
実 今村
澄生 奥野
慶次 大村
修三 宇野
久則 上原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP1993032350U priority Critical patent/JP2597800Y2/en
Publication of JPH072513U publication Critical patent/JPH072513U/en
Application granted granted Critical
Publication of JP2597800Y2 publication Critical patent/JP2597800Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は運搬車等に積載して任意
の場所に移動可能で、かつ河川等に応急的に架設する浮
橋に係り、特に波切り機能を備えた波切り板付き浮橋に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating bridge which can be transported to any place by being loaded on a transport vehicle, and which is erected on a river or the like in an emergency. It is about.

【0002】[0002]

【従来の技術】従来の浮橋は、特開昭60−95007
号に記載のように、架設状態において橋梁の有効幅を広
くし、かつ折り畳んで運搬するときの幅を小さくするた
めに、展開時の補助浮体の高さを主橋体の高さより低く
した構造となっており、このことによって側端部が波を
かぶるのを回動式の波おさえ部材で防止する構造となっ
ていた。
2. Description of the Related Art A conventional floating bridge is disclosed in Japanese Unexamined Patent Publication No. 60-95007.
In order to increase the effective width of the bridge in the erected state and to reduce the width when folded and transported, the height of the auxiliary floating body during deployment is lower than the height of the main bridge body as described in Thus, the side end portion is prevented from being covered with a wave by a rotatable wave holding member.

【0003】[0003]

【考案が解決しようとする課題】上記従来技術は、展開
時に主橋体より補助浮体の高さが低いため、補助浮体の
高さ以上の沈下量になると、回動式の波おさえ板との空
隙からの浸水により水面下に没し、補助浮体上面平坦部
を歩道として使用できなくなるという恐れがあった。ま
た、浮橋を展開後動力ボートで連節するときに、波おさ
え部材の先端を押すのは強度的に問題であった。
In the prior art, since the height of the auxiliary floating body is lower than that of the main bridge body at the time of deployment, when the sinking amount exceeds the height of the auxiliary floating body, the above-mentioned conventional technique requires the rotation of the rotating wave holding plate. There was a possibility that the submerged body would sink below the water surface due to water from the gap, and the flat part on the upper surface of the auxiliary floating body could not be used as a sidewalk. Also, when connecting a power boat after deploying the floating bridge, pushing the tip of the wave holding member was a problem in strength.

【0004】本考案の目的は上記問題点を解決し、浮橋
の沈下量に応じて波おさえのための波切り板の高さを調
節できるようにすることにある。
An object of the present invention is to solve the above-mentioned problems and to make it possible to adjust the height of a wave breaking plate for holding a wave according to the settlement amount of a floating bridge.

【0005】[0005]

【課題を解決するための手段】上記の目的は、補助浮体
の側部に、上方に開口したガイドを設け、該ガイド内を
昇降自在の波切り板を配置し、該波切り板と補助浮体の
側部よりも上方に突出するフランジにロック用穴を設
け、前記ロック用穴をロックピンで固定するようにする
ことにより、達成される。
An object of the present invention is to provide an auxiliary floating body.
A guide opening upward is provided on the side of the
Arrange a wave-cutting plate that can be moved up and down freely.
A locking hole is provided in the flange that protrudes above the side.
This is achieved by fixing the locking hole with a lock pin .

【0006】[0006]

【作用】浮橋の輸送時には波切り板を下降させているの
で輸送時には折り畳んだ際の幅寸法を小さくでき、浮橋
として用いる場合は波切り板を上方に突出させているの
で、浮橋の沈下を防止できるものである。また、ガイド
があるので、波切り板の昇降が容易で、流木等の緩衝材
として補助浮体側部の損傷防止に役立つものである。
[Function] Since the wave-cutting plate is lowered during transport of the floating bridge, the width of the folded-up plate can be reduced when transported, and when used as a floating bridge, the wave-cutting plate is projected upward, preventing sinking of the floating bridge. You can do it. Also guide
There is easy to move up and down the wave cutting board and cushioning material such as driftwood
This is useful for preventing damage to the side of the auxiliary floating body.

【0007】[0007]

【実施例】以下、本考案の一実施例を図1及び図2によ
り説明する。浮橋は水没部が水密になっていて浮体を兼
ねた2個の主橋体2を中央部ヒンジ1で結合し、その両
側にヒンジ3と継手12を介して補助浮体4を結合して
構成している。図示するように、展開し架橋した状態で
前記主橋体2の上面を車両5が通行して渡河する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIGS. The floating bridge is constructed by connecting two main bridges 2 which also serve as a floating body with a submerged portion which is watertight by a center hinge 1, and an auxiliary floating body 4 via hinges 3 and joints 12 on both sides thereof. ing. As shown in the figure, the vehicle 5 crosses the upper surface of the main bridge 2 in a deployed and bridged state.

【0008】上記補助浮体の側部6に移動波切り板8の
ガイド7を設け、移動波切り板8に設けたロック用穴9
と補助浮体側部6において上方に突出するフランジに
設けたロック用孔10とをロックピン11にて止める。
輸送時には移動波切り板8を下降させている。
A guide 7 for a traveling wave cutting plate 8 is provided on a side portion 6 of the auxiliary floating body, and a locking hole 9 provided in the traveling wave cutting plate 8 is provided.
And a locking pin 10 provided on a flange protruding upward at the side portion 6 of the auxiliary floating body.
At the time of transportation, the moving wave cutting plate 8 is lowered.

【0009】このような構成によれば、河川の水深が浅
く、かつ流速が大きくて浮力が低下し沈下量が増大して
も、図示する矢印Aの方向に移動波切り板8を上昇させ
ることにより、波かぶり現象を防止することができる
また、ガイド7および波切り板8は補助浮体の側部6を
覆っているので、通常時には流木等の緩衝材として補助
浮体側部6の損傷防止に役立つ。また、波切り板7はガ
イド6を昇降するので、昇降を容易に行うことができる
ものである。
According to such a configuration, even if the water depth of the river is shallow, the flow velocity is large, the buoyancy is reduced, and the amount of settlement is increased, the moving wave cutting plate 8 is raised in the direction of arrow A shown in the figure. Thereby, the fogging phenomenon can be prevented .
In addition, the guide 7 and the wave-cutting plate 8 are attached to the side 6 of the auxiliary floating body.
Since it is covered, it usually serves as a cushioning material for driftwood and the like to help prevent the auxiliary floating body side portion 6 from being damaged. In addition, the wave cutting plate 7 is
Since the guide 6 is moved up and down, it can be easily moved up and down.
Things.

【0010】また、補助浮体4は一般にはアルミ合金材
やステンレス鋼材で製作されているが、移動波切り板8
を補助浮体4と同質材のアルミ合金材やステンレス鋼材
で製作するよりもFRP(繊維強化プラスチック)で製
作すれば軽量化でき、取扱いが容易となる。
The auxiliary floating body 4 is generally made of an aluminum alloy material or a stainless steel material.
By using FRP (fiber reinforced plastic) rather than using an aluminum alloy or stainless steel of the same material as the auxiliary floating body 4, the weight can be reduced and handling becomes easier.

【0011】図3,図4の実施例は、スライドできる波
切り板をスライドできる多重(多段)にしたものであ
る。すなわち、架橋後、必要に応じて補助浮体側部6に
対し、スライド可能な波切り板8,8′,8″を図4の
ように順次設置することにより、スライドさせて該波切
り板を高くすることができるため、沈下量を補助浮体側
部6の上部近くまで許容することができるとともに、波
切り板8,8′,8″が多重構造のため波に対する強度
も優れている。
In the embodiment shown in FIGS. 3 and 4, a slidable wave-cutting plate is multiplexed (multi-stage). That is, after bridging, if necessary, the slidable wave cutting plates 8, 8 ', 8 "are sequentially mounted on the auxiliary floating body side portion 6 as shown in FIG. Since the height can be increased, the sinking amount can be allowed up to the vicinity of the upper portion of the auxiliary floating body side portion 6, and the wave breaking plates 8, 8 ', 8 "have a multi-layer structure, so that the strength against waves is excellent.

【0012】図5及び図6の実施例を説明する。18は
波切り板部と斜材部材が一体となった移動波切り板、1
7は補助浮体4の斜材部、16は長さ調節機構21を持
ったロッド、19,20はロッド16の取付ヒンジであ
る。
The embodiment shown in FIGS. 5 and 6 will be described. Reference numeral 18 denotes a moving wave cutting plate in which a wave cutting plate portion and a diagonal member are integrated, and 1
7 is a diagonal member of the auxiliary floating body 4, 16 is a rod having a length adjusting mechanism 21, and 19 and 20 are mounting hinges of the rod 16.

【0013】本実施例と前記実施例との相違点は波切り
板部と斜材部が一体となった移動波切り板18を補助浮
体4の斜材部17に沿ってスライドするようにしたこと
である。
The difference between this embodiment and the above embodiment is that the moving wave cutting plate 18 in which the wave cutting plate and the diagonal member are integrated is slid along the diagonal member 17 of the auxiliary floating body 4. That is.

【0014】このような構成にすれば、架橋後必要に応
じて移動波切り板18をスライドさせることにより浮体
幅を大きくできるため、浮力を増大させることができ、
前記実施例より重い車両を通過させることができる。
With this configuration, the width of the floating body can be increased by sliding the moving wave cutting plate 18 as necessary after the bridge, so that the buoyancy can be increased.
A vehicle heavier than the above embodiment can be passed.

【0015】なお、移動波切り板18は車両の走行方向
に沿ってビードを持つ形状に加工しておけば、面外荷重
に対し強化されるため、流木等に対して強化される。
If the traveling wave cutting plate 18 is processed into a shape having a bead along the traveling direction of the vehicle, the traveling wave cutting plate 18 is strengthened against out-of-plane loads, and thus is strengthened against driftwood and the like.

【0016】図7、図8の実施例を説明する。浮橋を架
橋後、図7に示す状態で、波切り板28を展開し、ヒン
ジ23に取り付けられた折り畳み式(2つ折)のステー
24を直線状にし、波切り板28の先端に設けた取り合
い部29に接合し、図8に示すように構成する。なお、
補助浮体側部6と波切り板28は蝶番30によって接続
されている。
The embodiment shown in FIGS. 7 and 8 will be described. After the bridge is bridged, the wave-cutting plate 28 is unfolded in the state shown in FIG. 7, and the foldable (two-fold) stays 24 attached to the hinges 23 are straightened. The structure is joined as shown in FIG. In addition,
The auxiliary floating body side 6 and the wave-cutting plate 28 are connected by a hinge 30.

【0017】このような構成にすることにより波切り板
28を高くでき、沈下量が大きくなっても波かぶりを生
ずることはない。
With such a configuration, the wave-cutting plate 28 can be made high, and even if the settlement amount becomes large, no wave fogging occurs.

【0018】図9、図10の実施例を説明する。本実施
例と上記実施例との相違点は折り畳み式の波切り板に補
助浮体の甲板の一部を用いた点である。浮橋を展開して
架橋後、図9の状態において、止め具32を外して甲板
31を補助浮体側部6に沿って立て、ステー36を直線
状に伸して支持し、図10のように構成する。図におい
て、33,34,35は各部材の継手用のヒンジ、15
は空間部である。
The embodiment shown in FIGS. 9 and 10 will be described. The difference between this embodiment and the above embodiment is that a part of the deck of the auxiliary floating body is used for the folding type wave-cutting plate. After the floating bridge is deployed and bridged, in the state of FIG. 9, the stopper 32 is removed, the deck 31 is erected along the side of the auxiliary floating body 6, and the stay 36 is extended linearly and supported, as shown in FIG. Constitute. In the figure, reference numerals 33, 34, and 35 denote hinges for joints of the members, 15
Is a space part.

【0019】このように構成することにより、甲板31
を波切り板に活用できるとともに、空間15を工具及び
道具入れに利用できる効果がある。
With this configuration, the deck 31
Can be used as a wave cutting board, and the space 15 can be used for storing tools and tools.

【0020】図11の実施例は、波切り板を着脱自在に
したものであり、沈下量に応じて所望の高さの波切り板
を取付ける。44は補助浮体4の側部6に配設した主波
切り板、45は補助波切り板、46は主波切り板44の
下部に配設した補助波切り板45の支持部、47は補助
波切り板45の主波切り板44との接触部に配設したゴ
ム板、48は補助波切り板45を主波切り板44に固定
するためのボルトである。
In the embodiment shown in FIG. 11, the corrugated plate is made detachable, and a corrugated plate having a desired height is attached according to the amount of settlement. 44 is a main wave cutting plate disposed on the side 6 of the auxiliary floating body 4, 45 is an auxiliary wave cutting plate, 46 is a supporting portion of an auxiliary wave cutting plate 45 disposed below the main wave cutting plate 44, and 47 is an auxiliary wave cutting plate. A rubber plate 48 is provided at a contact portion of the wave cutting plate 45 with the main wave cutting plate 44, and bolts 48 fix the auxiliary wave cutting plate 45 to the main wave cutting plate 44.

【0021】このような構成においては、浮体を高流速
下で使用する場合に、主波切り板44の上方向に補助波
切り板45を配設する。該補助波切り板45は、補助浮
体4の側部6に設けた支持部46及び主波切り板44の
上部に補助波切り板45より延びた逆L部45aを引掛
ける。
In such a configuration, when the floating body is used at a high flow velocity, the auxiliary wave cutting plate 45 is disposed above the main wave cutting plate 44. The auxiliary wave cutting plate 45 hooks an inverted L portion 45a extending from the auxiliary wave cutting plate 45 on the support portion 46 provided on the side portion 6 of the auxiliary floating body 4 and the upper portion of the main wave cutting plate 44.

【0022】補助波切り板45の主波切り板44との接
触部にはゴム板47あるいはこれと同程度の弾性体を全
面に張っておく。この場合、ゴム板47は下部より上方
に行くに従って厚さが大きくなるようにテーパを設けて
おく。このように補助波切り板45を配設すると、流速
が増大して造波高さが高くなっても、補助波切り板45
で浮体上面への水の流入を防ぐことができる。ここで、
主波切り板44と補助波切り板45の接触部はテーパ状
のゴム板47により完全に密着しており、造波高さが接
合部以上となっても水の流入を最少限にくい止めること
ができる。また、補助波切り板45に作用する力は、支
持部46と主波切り板44上部の主及び補助両波切り板
44,45の接触部で支持できる。補助波切り板45の
撤去は、補助波切り板45自体を持上げるだけで簡単に
行うことができる。このように、本実施例によれば、補
助浮体4は通常の運用状態では原形のまま効率よく利用
でき、且つ高流速にも適宜迅速に対応することができ
る。
A rubber plate 47 or an elastic body similar thereto is stretched over the entire contact portion of the auxiliary wave cutting plate 45 with the main wave cutting plate 44. In this case, the rubber plate 47 is provided with a taper so that the thickness increases as going upward from the lower part. By arranging the auxiliary wave cutting plate 45 in this way, even if the flow velocity increases and the wave making height increases, the auxiliary wave cutting plate 45
Thus, it is possible to prevent water from flowing into the upper surface of the floating body. here,
The contact portion between the main wave cutting plate 44 and the auxiliary wave cutting plate 45 is completely adhered by the tapered rubber plate 47, so that it is possible to minimize the inflow of water even when the wave height is higher than the joint. it can. Further, the force acting on the auxiliary wave cutting plate 45 can be supported by the contact portion between the support portion 46 and the main and auxiliary double wave cutting plates 44 and 45 above the main wave cutting plate 44. Removal of the auxiliary wave cutting plate 45 can be easily performed only by lifting the auxiliary wave cutting plate 45 itself. As described above, according to the present embodiment, the auxiliary floating body 4 can be efficiently used as it is in its original shape in a normal operation state, and can appropriately respond to a high flow velocity as appropriate.

【0023】図12は補助波切り板45下部に適度の間
隔で支持棒45bを配設し、該支持棒45bを主波切り
板44の外側に配設したパイプ49に挿入して補助波切
り板45を主波切り板44に固定するものである。本実
施例も前述の例と同じ効果を有する。
FIG. 12 shows that support rods 45b are disposed at appropriate intervals below the auxiliary wave cutting plate 45, and the support rods 45b are inserted into a pipe 49 provided outside the main wave cutting plate 44 to cut the auxiliary wave. The plate 45 is fixed to the main wave cutting plate 44. This embodiment also has the same effect as the above-described example.

【0024】図13の実施例を説明する。主橋体2と補
助浮体4との間に展開位置調整器51を配設し、これを
用いて川上側の補助浮体4を回転させ、その先端6を上
方へ適度に持上げる。このとき、主橋体2と補助浮体4
との間にできる隙間には、補助浮体53を簡易圧縮ボン
ベ、圧縮機あるいは運搬車の排気ガスなどを利用して膨
張させる。展開位置調整器51としては、ジャッキやタ
ーンバックルなどを用いる。これにより、補助浮体4は
浮力を低下させることなく川上側が水面より高くなる。
したがって、補助浮体4は河川の流速が速くなっても造
波による波をかぶらなくなり、運用範囲が拡大する。
The embodiment shown in FIG. 13 will be described. A deployment position adjuster 51 is provided between the main bridge 2 and the auxiliary floating body 4, and the auxiliary floating body 4 on the upstream side is rotated by using the deploying position adjuster 51, and the tip 6 is appropriately lifted upward. At this time, the main bridge 2 and the auxiliary floating body 4
The auxiliary floating body 53 is expanded in a gap formed between the auxiliary floating body 53 and the exhaust gas of a simple compression cylinder, a compressor or a transport vehicle. As the deployment position adjuster 51, a jack, a turnbuckle, or the like is used. Thereby, the auxiliary floating body 4 becomes higher above the water surface without lowering the buoyancy.
Therefore, even if the flow velocity of the river increases, the auxiliary floating body 4 does not cover the waves due to the wave making, and the operation range is expanded.

【0025】ここで、まず補助浮体53を前記の方法で
補助浮体4を上方へ適度に持上げた後、展開位置調整器
51で固定するようにしてもよい。このようにすれば、
補助浮体4を簡単に持上げ得ると共に、主橋体2と補助
浮体4との隙間が確実に埋まった状態を保つことができ
るため、浮力の低下が生じないという効果がある。
Here, the auxiliary floating body 53 may be first lifted appropriately by the above-described method, and then fixed by the deployment position adjuster 51. If you do this,
Since the auxiliary floating body 4 can be easily lifted and the gap between the main bridge body 2 and the auxiliary floating body 4 can be reliably kept closed, there is an effect that buoyancy does not decrease.

【0026】また、補助浮体53としてはじゃばら型の
ものを用いてもよい。この場合の補助浮体53は、浮橋
を運搬車から卸下する前、主橋体2あるいは補助浮体4
のそれぞれが接触する側面のどちらか一方にあらかじめ
配設することにより、簡単に取り付けることができる。
The auxiliary floating body 53 may be of a bellows type. In this case, the auxiliary floating body 53 is used before the main bridge 2 or the auxiliary floating body 4 is removed from the floating bridge.
Can be easily attached by previously disposing them on one of the side surfaces with which each of them contacts.

【0027】[0027]

【考案の効果】本考案によれば、波切り板を高い位置に
まで上昇できるので、浮橋の主橋体の高さ以上の沈下状
態になるような苛酷な条件下においても使用できる効果
がある。また、ガイドがあるので、波切り板の昇降が容
易で、流木等の緩衝材として補助浮体側部の損傷防止に
役立つものである。
According to the present invention, since the wave-cutting plate can be raised to a high position, it can be used under severe conditions in which the floating bridge sinks above the height of the main bridge body. . In addition, there is a guide, so it is easy to raise and lower the wave cutting board
Easy to use as a cushioning material for driftwood to prevent damage to the side of the auxiliary floating body
It is useful.

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

【図1】本考案の一実施例の波切り板付き浮橋を示す正
面図である。
FIG. 1 is a front view showing a floating bridge with a corrugated board according to an embodiment of the present invention.

【図2】図1の波切り板付き浮橋の架設状態の移動波切
り板設置部の斜視図である。
FIG. 2 is a perspective view of a moving wave cutting board installation portion in a state where the floating bridge with a wave cutting board of FIG. 1 is erected.

【図3】本考案の他の実施例の移動波切り板の部分の正
面図である。
FIG. 3 is a front view of a portion of a moving wave cutting plate according to another embodiment of the present invention.

【図4】図3の移動波切り板を突出させた状態の正面図
である。
FIG. 4 is a front view of a state in which the moving wave cutting plate of FIG. 3 is projected.

【図5】本考案の他の実施例の移動波切り板の部分の正
面図である。
FIG. 5 is a front view of a moving wave cutting plate according to another embodiment of the present invention.

【図6】図5の移動波切り板を突出させた状態の正面図
である。
FIG. 6 is a front view of a state where the moving wave cutting plate of FIG. 5 is projected.

【図7】本考案の他の実施例の波切り板の部分の正面図
である。
FIG. 7 is a front view of a wave cutting plate according to another embodiment of the present invention.

【図8】図7の波切り板を突出させた状態の正面図であ
る。
FIG. 8 is a front view of a state where the corrugated plate of FIG. 7 is protruded.

【図9】本考案の他の実施例の波切り板の部分の正面図
である。
FIG. 9 is a front view of a wave cutting plate according to another embodiment of the present invention.

【図10】図9の甲板を突出させた状態の正面図であ
る。
FIG. 10 is a front view of a state in which the deck of FIG. 9 is protruded.

【図11】本考案の他の実施例の波切り板の部分の正面
図である。
FIG. 11 is a front view of a wave cutting plate according to another embodiment of the present invention.

【図12】本考案の他の実施例の波切り板の部分の斜視
図である。
FIG. 12 is a perspective view of a wave cutting plate according to another embodiment of the present invention.

【図13】本考案の他の実施例の要部の正面図である。FIG. 13 is a front view of a main part of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2…主橋体、4…補助浮体、8,8′,8″,18…移
動波切り板、28,45…波切り板、31…甲板、51
…展開位置調整器。
2 ... Main bridge body, 4 ... Auxiliary floating body, 8, 8 ', 8 ", 18 ... Moving wave cutting board, 28, 45 ... Wave cutting board, 31 ... Deck, 51
... deployment position adjuster.

───────────────────────────────────────────────────── フロントページの続き (72)考案者 今村 実 茨城県土浦市神立町502番地 株式会社 日立製作所 機械研究所内 (72)考案者 奥野 澄生 茨城県土浦市神立町502番地 株式会社 日立製作所 機械研究所内 (72)考案者 大村 慶次 茨城県土浦市神立町502番地 株式会社 日立製作所 機械研究所内 (72)考案者 宇野 修三 山口県下松市大字東豊井794番地 株式 会社 日立製作所 笠戸工場内 (72)考案者 上原 久則 山口県下松市大字東豊井794番地 株式 会社 日立製作所 笠戸工場内 (56)参考文献 特開 昭62−215704(JP,A) (58)調査した分野(Int.Cl.6,DB名) E01D 15/14 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Minoru Imamura 502 Kandate-cho, Tsuchiura-shi, Ibaraki Pref. Machinery Research Laboratory, Hitachi, Ltd. In-house (72) Inventor Keiji Omura 502 Kandachi-cho, Tsuchiura-shi, Ibaraki Pref.Hitachi, Ltd.Mechanical Research Laboratory Co., Ltd. inventor Uehara Yamaguchi Prefecture Hisanori Kudamatsu Oaza Higashitoyoi 794 address stock company Hitachi Ryuto in the factory (56) reference Patent Sho 62-215704 (JP, a) (58 ) investigated the field (Int.Cl. 6, (DB name) E01D 15/14

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】折り畳み式の主橋体と、該主橋体の側部に
回動可能に設けられた補助浮体とから成り、該主橋体お
よび補助浮体を折り畳んで運搬し、かつ展開して架橋す
る浮橋において、前記補助浮体の側部に、上方に開口し
たガイドを設け、該ガイド内を昇降自在の波切り板を配
置し、該波切り板と補助浮体の側部よりも上方に突出す
るフランジにロック用穴を設け、前記ロック用穴をロッ
クピンで固定するようにしたこと、を特徴とする波切り
板付き浮橋。
1. A foldable main bridge body and an auxiliary floating body rotatably provided on a side portion of the main bridge body. The main bridge body and the auxiliary floating body are folded, transported, and deployed. In the floating bridge that bridges the bridge, it opens upward on the side of the auxiliary floating body.
And a wave cutting plate that can move up and down inside the guide.
And project above the side of the wave-cutting plate and the auxiliary floating body.
A lock hole is provided in the flange to lock the lock hole.
A floating bridge with a wave-cutting plate, characterized in that it is fixed with kupin.
JP1993032350U 1993-06-16 1993-06-16 Floating bridge with corrugated board Expired - Lifetime JP2597800Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993032350U JP2597800Y2 (en) 1993-06-16 1993-06-16 Floating bridge with corrugated board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993032350U JP2597800Y2 (en) 1993-06-16 1993-06-16 Floating bridge with corrugated board

Publications (2)

Publication Number Publication Date
JPH072513U JPH072513U (en) 1995-01-13
JP2597800Y2 true JP2597800Y2 (en) 1999-07-12

Family

ID=12356518

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993032350U Expired - Lifetime JP2597800Y2 (en) 1993-06-16 1993-06-16 Floating bridge with corrugated board

Country Status (1)

Country Link
JP (1) JP2597800Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014024502A (en) * 2012-07-30 2014-02-06 Kawasaki Heavy Ind Ltd Floating body unit, floating bridge and, floating body pier
CN105970797B (en) * 2016-05-30 2017-11-14 丽水创智果科技有限公司 A kind of plastic cement pontoon bridge quickly assembled

Also Published As

Publication number Publication date
JPH072513U (en) 1995-01-13

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