JPH0337601B2 - - Google Patents

Info

Publication number
JPH0337601B2
JPH0337601B2 JP20086583A JP20086583A JPH0337601B2 JP H0337601 B2 JPH0337601 B2 JP H0337601B2 JP 20086583 A JP20086583 A JP 20086583A JP 20086583 A JP20086583 A JP 20086583A JP H0337601 B2 JPH0337601 B2 JP H0337601B2
Authority
JP
Japan
Prior art keywords
bridge
floating body
auxiliary floating
main bridge
auxiliary
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
Application number
JP20086583A
Other languages
Japanese (ja)
Other versions
JPS6095008A (en
Inventor
Junzo Myatake
Yasushige Moryama
Katsutoshi Kudo
Fujio Iitaka
Akio Wakabayashi
Takuya Hara
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 JP20086583A priority Critical patent/JPS6095008A/en
Publication of JPS6095008A publication Critical patent/JPS6095008A/en
Publication of JPH0337601B2 publication Critical patent/JPH0337601B2/ja
Granted legal-status Critical Current

Links

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  • Bridges Or Land Bridges (AREA)

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
して河川に応急的に橋梁を架設する浮橋に係り、
特に陸上運搬時の車両幅を小にするのに好適な橋
体と補助浮体の展開および縮幅の機構に関するも
のである。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a floating bridge that is loaded onto a transport vehicle and moved to an arbitrary location to construct an emergency bridge over a river.
In particular, the present invention relates to a mechanism for expanding and contracting the width of a bridge body and auxiliary floating body suitable for reducing the width of a vehicle during land transportation.

〔発明の背景〕[Background of the invention]

従来の浮橋は第1図に橋梁状態(展開状態)の
横断面図を示ごとく、ヒンジ1で結合された2個
の主橋体2とその両側にヒンジ3で結合された補
助浮体4からなり、その上を車両5が通行して渡
河するものである。6は水面である。この場合、
車両5の荷重を浮橋の沈下による排水量の増加
(浮力)で支持する必要があるため、橋梁幅Bお
よび橋体、浮体の高さ(厚さ)Hは相当大なるも
のが必要ある。
A conventional floating bridge is made up of two main bridge bodies 2 connected by hinges 1 and auxiliary floating bodies 4 connected to both sides by hinges 3, as shown in Fig. 1, which is a cross-sectional view of the bridge state (unfolded state). , the vehicle 5 passes over it to cross the river. 6 is the water surface. in this case,
Since the load of the vehicle 5 needs to be supported by the increase in displacement (buoyancy) due to the sinking of the floating bridge, the bridge width B and the height (thickness) H of the bridge body and floating body need to be considerably large.

第2図は従来の浮橋の陸上運搬状態の横断面図
を示す。主橋体2,補助浮体4を図のごとく折量
んで運搬車7に積載し地面8の上を走行するが、
前述のごとく橋体、浮体の高さ(厚さ)Hが大な
るを要するため、折畳んだとき幅B′も相当大き
なるものとなり、路上走行が困難であるという欠
点があつた。
FIG. 2 shows a cross-sectional view of a conventional floating bridge in the state of being transported on land. The main bridge body 2 and the auxiliary floating body 4 are folded as shown in the figure, loaded onto a transport vehicle 7, and run on the ground 8.
As mentioned above, since the height (thickness) H of the bridge body and floating body is large, the width B' when folded is also quite large, making it difficult to drive on the road.

〔発明の目的〕[Purpose of the invention]

本発明の目的は、橋梁状態(展開状態)で流水
に対する抵抗を小ならしめることと、流木等の橋
梁下面の通過を容易ならしめことと、陸上運搬状
態で橋体の幅を路上通行に支障のない寸法に容易
に縮少せしめることにある。
The objects of the present invention are to reduce the resistance to flowing water in the bridge state (unfolded state), to make it easier for driftwood etc. to pass under the bridge, and to reduce the width of the bridge body so that it does not interfere with road traffic when transported on land. The objective is to easily reduce the size to a size that does not require a large size.

〔発明の概要〕[Summary of the invention]

本発明は、折畳式の主橋体と、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畳んで運搬し、かつ、
展開して使用するものであつて、該展開時におい
て前記主橋体の上面と前記補助浮体の上面とが実
質的に同一高さになるように設けた浮橋におい
て、前記展開時の前記補助浮体の厚さを前記主橋
体の厚さより小に構成し、前記展開時の前記補助
浮体と前記主橋体の下面に生ずる段差を滑らかな
傾斜面によりつなぐように前記補助浮体の下面に
回動可能な下面板を設けたことを特徴とする。
The present invention consists of a foldable main bridge body and an auxiliary floating body rotatably provided on the side of the main bridge body, and the main bridge body and the auxiliary floating body are folded and transported, and
In a floating bridge that is used while being deployed, and is provided so that the upper surface of the main bridge body and the upper surface of the auxiliary floating body are substantially at the same height when the auxiliary floating body is deployed. is configured to have a thickness smaller than that of the main bridge body, and is rotated to the lower surface of the auxiliary floating body so that a smooth slope connects the step that occurs on the lower surface of the auxiliary floating body and the main bridge body when the auxiliary floating body is deployed. It is characterized by having a bottom plate that can be used.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明の一実施例を第3,4図により説
明する。第3図は橋梁状態(展開状態)の横断面
図で、水没部が水密になつていて浮体を兼ねてい
る2個の主橋体9をその中央部下方でヒンジ1に
より結合し、その両側にヒンジ3と結合ピン10
を介して主橋体9よりも高さの小さい補助浮体1
1を結合する。補助浮体11の下側には結合ピン
12を介して下面板13を結合し、下面板13先
端との面にアクチユエータ14を設けて下面板1
3を出し入れ可能にする。第3図の橋梁状態で
は、下面板13の先端をアクチユエータ14によ
り主橋体9の底面と同一の高さHまで下げ、流水
Vに対して水抵抗を小ならしめるとともに、流木
等の浮橋下面の通過を容易ならしめる。前記アク
チユエータ14はロツドをねじまたは直接手動で
押すか、油圧シリンダなどで押出す。主橋体9の
上面は圧縮部材を兼ねた道床板15であり、下部
には引張部材となる下弦材16を設け、両者の間
をウエブ材1で結合する。尚、第4図の浮橋を第
3図の如く展開した状態(橋梁状態)にした時、
主橋体9の上面(道床板15)と補助浮体11の
上面とは実質的に同一高さになるように設けてい
る。
An embodiment of the present invention will be described below with reference to FIGS. 3 and 4. Figure 3 is a cross-sectional view of the bridge state (expanded state), in which two main bridge bodies 9 whose submerged parts are watertight and also serve as floating bodies are connected by a hinge 1 below the center, and to hinge 3 and coupling pin 10
Auxiliary floating body 1 whose height is smaller than the main bridge body 9 via
Combine 1. A lower plate 13 is connected to the lower side of the auxiliary floating body 11 via a connecting pin 12, and an actuator 14 is provided on the surface with the tip of the lower plate 13 to connect the lower plate 1.
3 can be taken in and taken out. In the bridge state shown in FIG. 3, the tip of the lower plate 13 is lowered by the actuator 14 to the same height H as the bottom of the main bridge body 9, reducing water resistance against the flowing water V, and lowering the lower surface of the floating bridge such as driftwood. make it easier to pass through. The actuator 14 pushes the rod with a screw or directly manually, or with a hydraulic cylinder or the like. The upper surface of the main bridge body 9 is a track bed plate 15 that also serves as a compression member, and the lower chord member 16 that serves as a tension member is provided at the lower part, and the web member 1 connects the two. Furthermore, when the floating bridge in Figure 4 is in the expanded state (bridge state) as shown in Figure 3,
The upper surface of the main bridge body 9 (track bed plate 15) and the upper surface of the auxiliary floating body 11 are provided so as to be substantially at the same height.

第4図は陸上運搬状態の横断面図を示す。主橋
体9および補助浮体11を折畳み、かつ、補助浮
体11に結合ピン12により結合されている下面
板13をアクチユエータ14により引込めて、運
搬車7に積載する。
FIG. 4 shows a cross-sectional view of the vehicle being transported over land. The main bridge body 9 and the auxiliary floating body 11 are folded, and the lower plate 13 connected to the auxiliary floating body 11 by the connecting pin 12 is retracted by the actuator 14 and loaded onto the carrier vehicle 7.

本実施例によれば、下面板13を引込またとき
補助浮体11の高さ(厚さは)はアクチユエータ
14の作動により橋梁状態(展開状態)のときよ
りも縮小されてH′となり、折畳まれた橋梁の全
幅B′が従来のものより小さくなり、路上走行に
支障のない大きさにすることができる。すなわ
ち、路上走行上必要な全幅B′が得られるように
補助浮体11の高さ(厚さ)を主橋体9の高さ
(厚さ)よりも小さくしておく。このとき、補助
浮体11により得られる浮力は従来のものより小
さくなるが、その分だけは全体の沈下量の増加ま
たは橋梁曲げ剛性の増加により補う。
According to this embodiment, when the bottom plate 13 is retracted, the height (thickness) of the auxiliary floating body 11 is reduced to H' by the operation of the actuator 14 compared to the bridge state (expanded state), The total width B' of the new bridge is smaller than that of the conventional bridge, and it can be made to a size that does not pose a problem for driving on the road. That is, the height (thickness) of the auxiliary floating body 11 is made smaller than the height (thickness) of the main bridge body 9 so that the overall width B' necessary for running on the road can be obtained. At this time, the buoyancy obtained by the auxiliary floating body 11 becomes smaller than that of the conventional one, but this is compensated for by an increase in the total sinkage or an increase in the bending rigidity of the bridge.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、下面板を引出すことにより橋
梁状態(展開状態)で流水に対する抵抗を小さく
できるので、流速の大きい河川での架橋が容易に
なり、また、流木等が橋梁下面の段差に当ること
がなく容易に通過できるので、衝突による浮橋の
破損を防止できる効果がある。また、下面板を引
込めることにより陸上運搬状態の全幅を小さくで
きるので、路上走行が容易になる効果がある。
According to the present invention, by pulling out the bottom plate, it is possible to reduce the resistance to flowing water in the bridge state (unfolded state), making it easier to bridge in rivers with high flow velocity, and to prevent driftwood, etc. from hitting the step on the bottom of the bridge. Since the bridge can be passed easily without any collisions, it has the effect of preventing damage to the floating bridge due to collisions. Furthermore, by retracting the bottom plate, the overall width when transported on land can be reduced, which has the effect of making it easier to travel on the road.

【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横断面図、第
2図は従来の浮橋の陸上運搬状態の横断面図、第
3図は本発明の浮橋の橋梁状態の横断面図、第4
図は本発明の浮橋の陸上運搬状態の横断面図であ
る。 1,3……ヒンジ、9……主橋体、11……補
助浮体、12……結合ピン、13……下面板、1
4……アクチユエータ。
FIG. 1 is a cross-sectional view of a conventional floating bridge in its bridge state, FIG. 2 is a cross-sectional view of a conventional floating bridge in a land-transported state, FIG. 3 is a cross-sectional view of a floating bridge according to the present invention in its bridge state, and FIG.
The figure is a cross-sectional view of the floating bridge of the present invention when it is transported on land. 1, 3...Hinge, 9...Main bridge body, 11...Auxiliary floating body, 12...Connecting pin, 13...Bottom plate, 1
4... Actuator.

Claims (1)

【特許請求の範囲】[Claims] 1 折畳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
び補助浮体を折畳んで運搬し、かつ、展開して使
用するものであつて、該展開時において前記主橋
体の上面と前記補助浮体の上面とが実質的に同一
高さになるように設けた浮橋において、前記展開
時の前記補助浮体の厚さを前記主橋体体の厚さよ
り小に構成し、前記展開時の前記補助浮体と前記
主橋体の下面に生ずる段差を滑らかな傾斜面によ
りつなぐように前記補助浮体の下側に回動可能な
下面板を設けたことを特徴とする浮橋。
1 Consists of a foldable main bridge body and an auxiliary floating body rotatably installed on the side of the main bridge body, and the main bridge body and auxiliary floating body can be transported by folding and used by unfolding. In a floating bridge provided so that the upper surface of the main bridge body and the upper surface of the auxiliary floating body are substantially at the same height at the time of deployment, the thickness of the auxiliary floating body at the time of deployment is The auxiliary floating body is configured to have a thickness smaller than that of the main bridge body, and is rotatable to the underside of the auxiliary floating body so that a smooth slope connects the level difference that occurs on the lower surface of the auxiliary floating body and the main bridge body when the auxiliary floating body is deployed. A floating bridge characterized by having a bottom board.
JP20086583A 1983-10-28 1983-10-28 Floating bidge Granted JPS6095008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20086583A JPS6095008A (en) 1983-10-28 1983-10-28 Floating bidge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20086583A JPS6095008A (en) 1983-10-28 1983-10-28 Floating bidge

Publications (2)

Publication Number Publication Date
JPS6095008A JPS6095008A (en) 1985-05-28
JPH0337601B2 true JPH0337601B2 (en) 1991-06-06

Family

ID=16431504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20086583A Granted JPS6095008A (en) 1983-10-28 1983-10-28 Floating bidge

Country Status (1)

Country Link
JP (1) JPS6095008A (en)

Also Published As

Publication number Publication date
JPS6095008A (en) 1985-05-28

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