JPS6117603A - Float bridge - Google Patents

Float bridge

Info

Publication number
JPS6117603A
JPS6117603A JP13514884A JP13514884A JPS6117603A JP S6117603 A JPS6117603 A JP S6117603A JP 13514884 A JP13514884 A JP 13514884A JP 13514884 A JP13514884 A JP 13514884A JP S6117603 A JPS6117603 A JP S6117603A
Authority
JP
Japan
Prior art keywords
bridge
floating
conductor plate
bridge end
end conductor
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.)
Pending
Application number
JP13514884A
Other languages
Japanese (ja)
Inventor
上原 通雄
森山 靖滋
若林 昭夫
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
Technical Research and Development Institute of Japan Defence Agency
Original Assignee
Hitachi Ltd
Technical Research and Development Institute of Japan Defence Agency
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, Technical Research and Development Institute of Japan Defence Agency filed Critical Hitachi Ltd
Priority to JP13514884A priority Critical patent/JPS6117603A/en
Publication of JPS6117603A publication Critical patent/JPS6117603A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は運搬車に積載して任意の場所に移動し体相互間
の結合部に作用する荷重と同等程度に小さくするのに好
適な橋端導板結合部の構造に関するものである。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention provides a bridge end suitable for being loaded onto a transport vehicle and moved to an arbitrary location to reduce the load to the same extent as the load acting on the joint between bodies. The present invention relates to the structure of the conductive plate joint.

(発明の背景〕 従来の浮橋は第1図に橋梁状態の縦断面図を示すとと鳴
、橋間部は複数の浮体lを上部工着座2と下部結合ピン
3により横軸線長手方向に連接し、接岸部は橋端導板4
をヒンジ5.油圧シリンダ6゜スイングアーム7を介し
て上部工着座2と下部結合ピン3により浮体1と結合し
ている。橋端導板4は昇降用の油圧シリンダ6を伸縮さ
せて河岸8の高さに合せて浮橋を構成している。9は水
面。
(Background of the Invention) A conventional floating bridge is shown in Fig. 1, which is a vertical cross-sectional view of the bridge state.The bridge section has a plurality of floating bodies 1 connected in the longitudinal direction of the transverse axis by upper work seats 2 and lower connecting pins 3. , the berthing part is the bridge end guide plate 4
Hinge 5. The hydraulic cylinder 6 is connected to the floating body 1 via the swing arm 7 by an upper work seat 2 and a lower connecting pin 3. The bridge end guide plate 4 forms a floating bridge by expanding and contracting hydraulic cylinders 6 for raising and lowering to match the height of the riverbank 8. 9 is the water surface.

10は浮橋上を通過する車両である。10 is a vehicle passing over the floating bridge.

第1図における浮体l相互間および橋端導板4と浮体l
の間の結合部の詳細を第2図に示す。橋端導板4との結
合の場合、上部工着座2は浮体lおよび橋端導板4のス
イングアーム7にそれぞれ固着されており、下部結合ピ
ン3により結合するピン受11.12が隣接する浮体1
および橋端導板4のスイングアーム7にそれぞれ固着さ
れている。
Between the floating bodies l and between the bridge end conductor plate 4 and the floating body l in Fig. 1
Details of the joint between the two are shown in FIG. In the case of connection with the bridge end guide plate 4, the upper work seat 2 is fixed to the floating body l and the swing arm 7 of the bridge end guide plate 4, respectively, and the pin receivers 11 and 12 connected by the lower connecting pin 3 are adjacent to each other. floating body 1
and the swing arm 7 of the bridge end conductive plate 4, respectively.

すなわち、上述のごとく浮体1問および浮体1と橋端導
板4の間の結合部がすべて伸縮しないように固着されて
いるが、橋間部の浮体1間においてはこの付近に、通過
車両による荷重が作用したとき、浮体1の沈下により荷
罠点直下付近に荷重を直接支持する反力(浮力)が発生
するため、橋梁にはあまり大きな曲げモーメントが発生
しない。
In other words, as mentioned above, each floating body and the joints between the floating body 1 and the bridge end guide plate 4 are all fixed so as not to expand or contract, but between the floating bodies 1 in the bridge area, the load from passing vehicles is applied to the area between the floating bodies 1. When this occurs, a reaction force (buoyant force) that directly supports the load is generated near the load trap point due to the sinking of the floating body 1, so a very large bending moment is not generated in the bridge.

しかし、橋端導板4と浮体lとの結合部付近に荷重があ
るときはそのようにならないで、8v端導板4の先端が
岸に接地していて沈下がないため荷重点の沈下も小さく
なり、浮力による支持反力が小さくいわば宙吊りのよう
な形で荷重を支持するよう蚤こなり、したがって、橋間
部と比較して曲げモーメントは大きζなる。この曲げモ
ーメントMは、横端支持反力Rと橋端導板4の長さlの
積となる。従来の浮橋においてはこの曲げモーメントM
を小さく抑えなければならないので、橋端導板4の長さ
lをあまり大きくすることができず、したがって、使用
可能な河岸高Hが制約されるという欠点があった。
However, when there is a load near the joint between the bridge end conductor plate 4 and the floating body l, this will not happen, and the load point will not sink because the tip of the 8V end conductor plate 4 is in contact with the shore and there is no subsidence. It becomes smaller, and the support reaction force due to buoyancy is small, so that it supports the load in a suspended manner, so the bending moment becomes larger compared to the bridge section. This bending moment M is the product of the lateral end support reaction force R and the length l of the bridge end conductive plate 4. In conventional floating bridges, this bending moment M
has to be kept small, so the length l of the bridge end conductor plate 4 cannot be made very large, which has the disadvantage that the usable riverbank height H is restricted.

〔発明の目的〕[Purpose of the invention]

本発明の目的は、通過車両が浮橋の橋端導板結。 The object of the present invention is to connect the bridge end conductor plate of a floating bridge for vehicles passing through.

合部付近にあるときにこの部分に作用する荷重を小さく
すること、更に厳密にいえば、通過車両が浮橋の中央部
付近にあるときの中央部付近の結合部に作用する荷重と
同程度のものにすることにある。
To reduce the load that acts on this part when it is near the joint, and more precisely, to reduce the load that acts on the joint near the center when a passing vehicle is near the center of the floating bridge. It's about making it into something.

〔発明の概要〕[Summary of the invention]

本発明は、浮橋の橋間部の浮体相互間の結合が剛である
とき橋端導板と浮体間の結合部のみを柔に結合し、この
部分に荷重が来たときは折れ曲りにより沈下が大きくな
るようにし、接岸部が沈下しなくてもこの部分が浮橋中
央部付近に一重があるときの中央部付近の沈下と同程度
までに太き曵沈下するようにしたところに特徴がある。
The present invention provides a flexible connection between the bridge end guide plate and the floating body when the connection between the floating bodies in the bridge area of the floating bridge is rigid, and when a load is applied to this part, the bending prevents the sinking. The unique feature is that even if the berthing part does not sink, this part will sink to the same extent as the center of the floating bridge when there is a single layer near the center.

〔況明の実施例〕[Example of Situation]

以下、本発明の一実施例を第3図により説明する。第3
図は橋端導板と横開部浮体の間の結合部の縦断面詳細図
で、橋端導板4の圧着座13とスイングアーム7の間に
弾性体14を挿入する。弾性体14はゴム等を使用し、
上部工着座13に圧縮荷重が作用したとき縮少するよう
にする。15は下部結合ピン3の橋端導板4側のピン受
で、その一端に固着されたフランジ16とスイングアー
ム7との間に弾性体17を挿入する。弾性体17はゴム
等を使用し、ピン受15に引張荷重が作用したとき伸長
するようにする。6は橋端導板4とスイングアーム7の
間に結合された油圧シリンダで、これのロブド側に油圧
配管18を介してアキュムレータ19を接続する。
An embodiment of the present invention will be described below with reference to FIG. Third
The figure is a detailed vertical cross-sectional view of the joint between the bridge end guide plate and the horizontal opening floating body, in which the elastic body 14 is inserted between the crimp seat 13 of the bridge end guide plate 4 and the swing arm 7. The elastic body 14 uses rubber or the like,
The upper work seat 13 is made to contract when a compressive load is applied to it. Reference numeral 15 designates a pin holder of the lower connecting pin 3 on the bridge end conductive plate 4 side, and an elastic body 17 is inserted between the flange 16 fixed to one end of the pin holder 15 and the swing arm 7. The elastic body 17 is made of rubber or the like, and is made to expand when a tensile load is applied to the pin receiver 15. A hydraulic cylinder 6 is connected between the bridge end guide plate 4 and the swing arm 7, and an accumulator 19 is connected to the robed side of the cylinder through a hydraulic pipe 18.

アキュムレータ19の中には可穐性の隔膜加により仕切
られて窒素ガス等の不−活性ガス4が封入されており、
油圧シリンダ6に引張荷重が作用したとき不活性ガス2
1が圧縮され、これの収縮に見合った分だけ油圧シリン
ダ6が伸長する。
The accumulator 19 is partitioned by a flexible diaphragm and an inert gas 4 such as nitrogen gas is sealed therein.
When a tensile load is applied to the hydraulic cylinder 6, the inert gas 2
1 is compressed, and the hydraulic cylinder 6 expands by an amount commensurate with this contraction.

i3図においては、上部工着座の弾性体14.下部結合
ピン受の弾性体!?および油圧シリンダアキュムレータ
19のすべてを備えているが、この三つのうちの1〜.
2種類を設けるのみで目的を達することもできる。
In Figure i3, the elastic body 14. Elastic body for lower connecting pin holder! ? and a hydraulic cylinder accumulator 19, but one to one of these three.
The purpose can be achieved by providing only two types.

本実、施例によれば、橋端導板4と橋間部の浮体1の結
合部に曲げモーメントが作用したとき、そ情 の大きさに応じてこの部分を屈曲させるような変位が発
生し、浮・体lの沈下量が大きくなり浮力による反力が
大きくなるので、この部分に作用する曲げモーメントの
大ささを緩和できる効果がある。
According to this example, when a bending moment acts on the joint between the bridge end conductor plate 4 and the floating body 1 in the bridge area, a displacement occurs that bends this part depending on the magnitude of the moment. Since the amount of sinking of the floating body 1 increases and the reaction force due to buoyancy increases, there is an effect that the magnitude of the bending moment acting on this part can be alleviated.

なお、橋間部−の浮体相互間を弾性的に結合し、橋端部
の浮体と橋端導板相互間はこれよりも低いぼね定数を有
する弾性体でもって弾性的に結合することも可能である
In addition, it is also possible to elastically connect the floating bodies in the bridge area, and to elastically connect the floating bodies at the bridge end and the bridge end guide plates using an elastic body with a lower bounce constant. It is.

〔発明の効果〕〔Effect of the invention〕

本分明によれば、橋端導板の長さを太き曵する、ことに
より橋端導板の結合部に作用する曲げモ−メントが大き
くなったとき、これを橋間部の浮体間結合部に作用する
曲げモーメントと同等程度の大きさに緩和させることが
できるので、すべての浮体にすべて同一強度をもたせた
互換性のある設計とすることができ、また、橋端導板に
接続きれる浮体に必要な強度に合せてすべての浮体を強
化する必要もなくなるので、mi導板の長さを大きくし
て使用できる河岸高を大きくできるとともに、すべてめ
浮体が互換性を有し、経済的な浮橋が得られる効果があ
る。
According to this invention, when the length of the bridge end conductor plate is made thicker and the bending moment acting on the joint part of the bridge end conductor plate becomes large, this bending moment is applied to the joint between floating bodies in the bridge part. Since the bending moment acting on the bridge can be reduced to the same magnitude as the bending moment acting on the bridge, it is possible to create compatible designs with all floating bodies having the same strength. Since it is no longer necessary to strengthen all floating bodies to meet the strength required for This has the effect of creating a floating bridge.

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

第1図は従来の浮橋の橋梁状態の縦断面図、第2図は第
1図の橋間部の浮体間および橋端部の橋端導板と浮体間
の結合部の縦断面詳細図、第3図は本発明の浮橋の橋端
部の橋端導板と浮体間の結合部の縦断面詳細図である。 1・・・・・・浮体、3・・・・・・下部結合ピン、4
・・・・・・橋端導板、5・・・・・・ヒンジ、6・・
・・・油圧シリンダ、7・・・スイングアーム、13・
・・・・・上部圧着座、14・・・・・・弾性体、15
・・・・・・下部結合ピンのピン受、17・・・・・・
弾性体、19・・曲アキュムレータ
Figure 1 is a vertical cross-sectional view of the bridge condition of a conventional floating bridge, Figure 2 is a detailed vertical cross-sectional view of the connection between the floating bodies in the bridge section and between the bridge end conductor plate and the floating body at the end of the bridge in Figure 1. FIG. 3 is a detailed longitudinal cross-sectional view of the connection between the bridge end guide plate and the floating body at the bridge end of the floating bridge of the present invention. 1...Floating body, 3...Lower connecting pin, 4
...Bridge end conductor plate, 5...Hinge, 6...
...Hydraulic cylinder, 7...Swing arm, 13.
...Upper crimping seat, 14...Elastic body, 15
...Pin holder for lower coupling pin, 17...
Elastic body, 19... curved accumulator

Claims (1)

【特許請求の範囲】 1、橋間部の複数の浮体と該浮体と岸とをつなぐ橋端導
板を橋軸線の長手方向に配置し、これらの間を上部の圧
着座と下部の結合ピンにより結合して成り、橋間部の浮
体相互間においてはこれらを剛に結合し、橋端部の浮体
と橋端導板相互間においてはこれらを弾性的に結合した
ことを特徴とする浮橋。 2、特許請求の範囲第1項において、橋端導板結合部の
上部圧着座内に弾性体を挿入したことを特徴とする浮橋
。 3、特許請求の範囲第1項または第2項において、橋端
導板結合部の下部結合ピンのピン受と橋端導板との間に
引張により伸長するごとく弾性体を挿入したことを特徴
とする浮橋。 4、特許請求の範囲第1項ないし第3項のいずれかにお
いて、弾性的の結合に橋端導板昇降用油圧シリンダを用
い、該油圧シリンダが引張られたとき圧力を発生する側
の配管系統内に不活性ガスを封入してなるアキュムレー
タを設けたことを特徴とする浮橋。
[Claims] 1. A plurality of floating bodies in the bridge area and a bridge end conductor plate connecting the floating bodies and the shore are arranged in the longitudinal direction of the bridge axis, and a crimping seat at the upper part and a connecting pin at the lower part are connected between them. 1. A floating bridge, characterized in that the floating bodies in the bridge section are rigidly connected to each other, and the floating bodies at the end of the bridge and the bridge end conductive plates are elastically connected. 2. The floating bridge according to claim 1, characterized in that an elastic body is inserted into the upper crimping seat of the bridge end conductor plate joint. 3. Claim 1 or 2 is characterized in that an elastic body is inserted between the pin receiver of the lower connecting pin of the bridge end conductor plate coupling portion and the bridge end conductor plate so as to be expanded by tension. A floating bridge. 4. In any one of claims 1 to 3, a hydraulic cylinder for lifting and lowering the bridge end guide plate is used for the elastic connection, and the piping system on the side that generates pressure when the hydraulic cylinder is pulled. A floating bridge that is equipped with an accumulator that is filled with inert gas.
JP13514884A 1984-07-02 1984-07-02 Float bridge Pending JPS6117603A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13514884A JPS6117603A (en) 1984-07-02 1984-07-02 Float bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13514884A JPS6117603A (en) 1984-07-02 1984-07-02 Float bridge

Publications (1)

Publication Number Publication Date
JPS6117603A true JPS6117603A (en) 1986-01-25

Family

ID=15144930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13514884A Pending JPS6117603A (en) 1984-07-02 1984-07-02 Float bridge

Country Status (1)

Country Link
JP (1) JPS6117603A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007211482A (en) * 2006-02-09 2007-08-23 Otaki Jack Kk Delivery method of bridge girder in bridge
JP2010501047A (en) * 2006-08-17 2010-01-14 リサーチ インスティチュート オブ インダストリアル サイエンス アンド テクノロジー Prefabricated steel bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007211482A (en) * 2006-02-09 2007-08-23 Otaki Jack Kk Delivery method of bridge girder in bridge
JP2010501047A (en) * 2006-08-17 2010-01-14 リサーチ インスティチュート オブ インダストリアル サイエンス アンド テクノロジー Prefabricated steel bridge

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