JPS6168908A - floating body carrier - Google Patents
floating body carrierInfo
- Publication number
- JPS6168908A JPS6168908A JP18793984A JP18793984A JPS6168908A JP S6168908 A JPS6168908 A JP S6168908A JP 18793984 A JP18793984 A JP 18793984A JP 18793984 A JP18793984 A JP 18793984A JP S6168908 A JPS6168908 A JP S6168908A
- Authority
- JP
- Japan
- Prior art keywords
- floating body
- slide
- rollers
- floating
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 26
- 238000011068 loading method Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 4
- 230000008602 contraction Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 210000004072 lung Anatomy 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Landscapes
- 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、河川
に応急的に橋梁を架設する浮橋に係り、特に軟弱な河岸
または段付のある河岸で架設するのlこ好適な浮体の却
下m載装置およびその架設方法に関するものである。
〔発明の背景〕
従来、浮橋を架設するための浮体の部下積載方法は、J
ane’s Military Vehicles a
nd Ground 5up−port Equipm
nent 1983年版の828頁および829頁に記
載のように、水際で運搬車が後退しめる程度後輪が水中
に入り、運搬車の後端部の水深が深くなったところで運
搬車後端から浮体を落下させて水中に卸下し、また、積
載時にも運搬車の後輪が水中に入ってから車載のクレー
ンにより浮体を吊上げて積載するものが知られている。
しかし、この場合、軟弱な河岸では水際部および水中で
の地耐力が著し曵低下しているため、運搬車が前進して
水際部から脱出するのが困難になるという問題がある。
また、他の方法として、Jane’ sCombat
5upport Equipment 1978 79
年版の72頁に記載のように、浮体をトレーラに積載し
、後退してトレーラの後端部の水深が深々なったところ
でトレーラのフレームを傾斜させて浮体を滑り落して水
中に卸下し、また、その逆の動作により積載するものが
知られている。しかし、この場合、トレーラ方式である
ため陸上走行時の車両全長が大き々なり、路上での機動
性が損われるという問題がある。
〔発明の目的〕
本発明の目的は、河岸にて運搬車が水中に入らな々ても
浮体を水中へ卸下し、かつ水中から連撮車上へ積載でき
るようにし、陸上走行時の車両全長を小ならしめるがご
とき浮体却下積載装置およびその架設方法を提供するこ
とにある。
〔発明のt+1要〕
本発明は、運搬車の車台と積載した浮体との間の空間内
に、伸縮と傾斜が可能な滑り台を設け、かつ、その滑り
台の高さ方向のスペースが小になるごとき構造とし、か
つ、部下積戦時に浮体を平滑安定に滑り台上に載せ得て
、これを移動できるようにしたものである。
〔発明の実施例〕
以下、本発明の一実施例を第1〜11図により説明する
。第1図は浮体部下状態の側面図、茅2図は下1図のA
−A線横断面図で、運搬車lの車台2の上に俯仰軸3お
よび油圧シリンダ4を介して滑り台5が設けられる。滑
り台5は外レール6とこれに対し伸縮可能な内レール7
から成る。外レール6の上面にローラ8、内レール7の
上面にローラ9,10を設け、積載された浮体11はこ
の上を矢印方向に転動して運搬車l上から水中へ卸下さ
れる。
部下時には第1図のように運搬車lは陸上にあり、内レ
ール7を伸長させ、かつ、油圧シリンダ4も伸長させて
外レール6を車台2に対して傾斜せしめ、内レール7の
先端な浮体11が水中に突入するとき必要な水深りが得
られる位置まで水中に延ばして河底に接地させる。浮体
11の端面下部にはローラ臆を設け、浮体11の水側の
一端が水中で滑り台5を離れて浮揚を開始して2点鎖線
に示す状態になったとき、浮体11の陸側の一端がロー
ラ臆により滑り台5上を転勤できるようにする。このロ
ーラ12は、浮遊している浮体11を滑り台5上に積載
するとき浮体11が完全に滑り台5上のローラ8,9.
10に截るまでの間、浮体11の陸側の一端を支持転動
させるときにも使用する。13は浮体11を積載すると
きの引揚げ用のウィンチである。
第2図において、浮体11は浮橋としての大きい浮力と
道床幅を得るため、図示のように車両幅に対して著し鳴
大きい幅を必要とするが、これは後で述べるごと4陸上
走行時には折畳んで幅を小さ鳴する。
9JS3図は第1図の平面図を示す。滑り台5は上述の
外レール6、内レール7およびラックギア14゜内レー
ル伸縮駆動装置15および左右の外レール6間を結合す
る横桁16により構成される。第4図は第3図のC−C
線断面の詳細を示し、同時に、第2図の8部の詳細を示
している。外レール6には浮体11を支持するローラ8
が回転可能に設けられ、これに並置して設けた内レール
7にはローラ9゜10が回転可能に設けられる。滑り台
5は内レール7を伸長させた状態では、浮体11はロー
ラ8またはローラ9,10のいずれかにより支持されろ
。ローラ8およびローラ9.10は7ランジを有してお
り、左右のローラ8,9.10のフランジで浮体11の
下面左右1こ設けたレール17をはさむことにより、浮
体11の左右の動きを拘束している。内レール7は、下
部の左右両側面に前後方向に複数個並べて配置したロー
ラ18. 19と、これが嵌合するごと(外レール6の
下部に形成[Field of Application of the Invention] The present invention relates to a floating bridge that can be loaded onto a transport vehicle and moved to any location to construct an emergency bridge over a river, and is particularly suitable for construction on a weak or stepped riverbank. The present invention relates to a suitable floating body loading device and its erection method. [Background of the invention] Conventionally, the lower loading method of a floating body for constructing a floating bridge has been
ane's Military Vehicles a
nd Ground 5up-port Equipm
nent 1983 edition, pages 828 and 829 of the 1983 edition, when the rear wheels of the transport vehicle go into the water to the extent that the transport vehicle retreats at the water's edge, and the water depth at the rear end of the transport vehicle becomes deep, the floating body is removed from the rear end of the transport vehicle. Floating bodies are known to be lowered into the water by being dropped, and also to be loaded by lifting the floating body with an on-vehicle crane after the rear wheels of the carrier enter the water. However, in this case, there is a problem in that the bearing capacity of the ground at the water's edge and underwater is significantly reduced on a weak riverbank, making it difficult for the transport vehicle to move forward and escape from the water's edge. Also, as another method, Jane's Combat
5upport Equipment 1978 79
As described on page 72 of the 2016 edition, the floating body is loaded onto a trailer, backed up, and when the water at the rear end of the trailer becomes deep, the frame of the trailer is tilted and the floating body is slid down into the water. There is also known a device that is loaded by the reverse operation. However, in this case, since it is a trailer system, the overall length of the vehicle when traveling on land becomes large, and there is a problem that mobility on the road is impaired. [Object of the Invention] The object of the present invention is to enable a floating body to be lowered into the water even if the transport vehicle does not go into the water at the river bank, and to load it onto a continuous shooting vehicle from underwater, and to improve the efficiency of the vehicle when traveling on land. It is an object of the present invention to provide a floating body loading device which reduces the overall length and a method for constructing the same. [T+1 essential points of the invention] The present invention provides a slide that can extend and contract and tilt in the space between the chassis of a transport vehicle and the loaded floating body, and the space in the height direction of the slide is reduced. This structure allows the floating body to be smoothly and stably placed on the slide and moved during sub-loading operations. [Embodiment of the Invention] An embodiment of the present invention will be described below with reference to FIGS. 1 to 11. Figure 1 is a side view of the lower part of the floating body, and Figure 2 is A of Figure 1 below.
- In the cross-sectional view taken along line A, a slide 5 is provided on the chassis 2 of the transport vehicle 1 via an elevation shaft 3 and a hydraulic cylinder 4. The slide 5 has an outer rail 6 and an inner rail 7 that is extendable and retractable.
Consists of. A roller 8 is provided on the upper surface of the outer rail 6, and rollers 9, 10 are provided on the upper surface of the inner rail 7, and the loaded floating body 11 rolls thereon in the direction of the arrow and is lowered into the water from above the transport vehicle 1. At the time of transportation, the transport vehicle 1 is on land as shown in FIG. When the floating body 11 plunges into the water, it is extended underwater to a position where the necessary water depth is obtained and is grounded on the river bottom. A roller shaft is provided at the bottom of the end surface of the floating body 11, so that when one end of the water side of the floating body 11 leaves the slide 5 in the water and starts floating and reaches the state shown by the two-dot chain line, one end of the land side of the floating body 11 can move on the slide 5 using rollers. When the floating body 11 is loaded onto the slide 5, the rollers 12 completely move the floating body 11 to the rollers 8, 9, etc. on the slide 5.
It is also used to support and roll one end of the floating body 11 on the land side until the floating body 10 is cut. 13 is a winch for lifting the floating body 11 when it is loaded. In Fig. 2, in order to obtain large buoyancy and trackbed width as a floating bridge, the floating body 11 needs to have a width that is considerably large compared to the vehicle width as shown in the figure, but as will be explained later, this is not the case when traveling on land. Fold it and make a small sound. Figure 9JS3 shows the plan view of Figure 1. The slide 5 is composed of the above-mentioned outer rail 6, inner rail 7, rack gear 14, inner rail extension/contraction drive device 15, and a crossbeam 16 connecting the left and right outer rails 6. Figure 4 shows C-C in Figure 3.
It shows the details of the line cross-section and at the same time shows the details of section 8 of FIG. The outer rail 6 has rollers 8 that support the floating body 11.
is rotatably provided, and rollers 9 and 10 are rotatably provided on the inner rail 7 provided in parallel therewith. When the inner rail 7 of the slide 5 is extended, the floating body 11 is supported by either the rollers 8 or rollers 9 and 10. The rollers 8 and 9.10 have 7 lunges, and the left and right movement of the floating body 11 is controlled by sandwiching a rail 17 provided on each side of the lower surface of the floating body 11 between the flanges of the left and right rollers 8 and 9.10. I'm restrained. The inner rail 7 has a plurality of rollers 18 arranged in the front and back direction on both left and right sides of the lower part. 19, and when this is fitted (formed at the bottom of the outer rail 6)
【)な案内渚加により、左右それぞれ単独に
外レール6に支持される。16はる横桁である。外レー
ル6および横桁16は俯仰軸3を介して運搬車の車台2
へ取付けられる。
内レール7の内allこけほぼ全長にわたってラックギ
ア14が固着され、その上面は浮体11の端面下部に設
けたローラ認の踏面としている。ラックギア14は外レ
ール6または横桁】6に固着した内レール伸縮駆動装置
すおよびこれに結合されたビニオンギア乙の回転により
旧後方向に駆動され、内レール7を繰出し、または繰込
ませる。
第5〜7図は第4図に示す内レール駆動部分の他の実施
例を示す。第5図はローラ8,9.10のフランジをい
ずれも同じ向>(この場合はいずれも外側)Iこ設けた
ものであり、第6図はローラ8のフランジを内側に、ロ
ーラ9,10のフランジを外側に設けたものである。第
7図は第4図のものに対して、外レール6に設けた案内
レール器に嵌合するフランジ付のローラnを浮体11の
前後両端面にローラ12と並置して前後左右に各1個設
け、かつ、内レール7にはローラ9を設けないで先端部
の左右各1箇所にのみローラ10を設けたものである。
次に、第8〜11図および第1,2図により動作を説明
する。第8図は陸上走行状態の側面図、第9図は第8図
の横断面図で、滑り台5は内レール7を外レール6の中
に引込み、油圧シリンダ4− を縮めることで運搬車
の車台2に密着されており、その上にローラ8またはロ
ーラ12を介して浮体11を積載している。浮体11は
下9図に横断面を示すごと曵、例えば5分割して水平3
段積に折畳むな〆 どにより、陸上走行時に
制限される幅寸法Bおよび高さ寸法Hにおさめをいる。
ここで、制限された高さHにおさめるため、滑り台5の
高さhは極力小にする必要がある。
この状態で陸上走行して架橋地点に達すると滑り台5を
伸長しかつ傾斜させ、前に説明した第1゜2図のごとく
にして浮体11を自重により水中へ却下する。ここで、
第4〜6図の実施例のものでは、浮体11が完全に滑り
台3上にある場合、最初外レール6のローラ8で支持さ
れ、湧り下りるにつれて内レール7のローラ9,10で
支持される。更に滑り下りて、浮体11の水側の一端が
第1図の2点鎖線にて示すごとζ浮揚を始めると、ロー
ラ9゜10での支持ができな−なり、浮体11の陸側の
一端は浮体■のローラ玖で支持される。
また、第7図の実施例のものでは、浮体11が完全に滑
り台5上にある場合、浮体Uの前後両端のローラnで最
初外レール6に支持され、滑り下りるにつれて、ローラ
nに並置して浮体11に設けられたローラ丘が、内レー
ル7に固着されたラックギア14上面で支持される。し
たがって、第4〜6図における外レール6のローラ8お
よび内レール7のローラ9は不要であるが、浮体11が
第1図の実線Iこ示すごとく、水側の一端が浮揚する以
前に内レール7の先端をa−ラ認が通り過ぎると、浮体
11の水側の端がローラ丘により支持できな々なるので
、このとき、浮体11を支持するため内レール7の先端
にはローラ10を設けている。そして、浮体11が更に
滑り下りて第1図の2点鎖線に示すごと々水側の一端が
浮揚を始めると、浮体11の陸側の一端はローラ12の
みで支持される。
このようにして、浮体11を水中に却下して架橋を行っ
た後、4体11を撤収し運搬車l上へ積載するには、m
lO,11図のようにする。第10図は第1図と同様な
勾配付の河岸での積載状態を示す側面図で、2点鎖線で
示す架橋状態の浮体11にケーブル夙を結合し、ウィン
チ13で矢印方向に巻上げる。滑り台5やローラ8〜1
0.12の作用効果については第1図の却下の場合と同
じであり、動作が逆に行われる。1E11図は段付河岸
においても勾配河岸の場合と同様jこ積載ができること
を示している6また1図示を省略したが、段付河岸にお
ける却下も第11図と同様であり、これと逆の動作にて
行うことができる。
水中の浮体11を運搬車l上に移動するのにクレーンに
より移動しなければならない場合は、あらかじめ第3.
4図に2点鎖線で示すごと炙、クレーン2を滑り台5と
浮体11の間のスペースに設置しておくものとする。
以上の実施例によれば、運搬車と積載した浮体との間の
小さいスペース内に伸縮と傾斜が可能な滑り台を設けた
ので、浮体の却下、積載が容易になり、浮体を運搬車よ
り離れた位置に却下することができ、河岸条件による制
約を受けることが少なくなる。また、滑り台の外レール
と内レールを並置したので、すべてのローラの高さを同
じにでき、浮体の移動および外レールから内レールへの
乗移りが容易になる。さらに、内レールを左右単独にて
外レールに支持したので、内レール間の横桁が不要であ
り、かつ、ラブクギアの上面をローラ踏面に兼用したの
で、滑り台の全高を縮少でき、運搬車の全高を道路走行
のための制限寸法内に収めることが容易になる。
水中の浮体をクレーンにより運搬車上へ吊上げる必要が
ある場合、クレーンを滑り台と浮体の間のスペースに設
けることも可能である。また、滑り台のローラとは別に
浮体回復端部にもローラを設けたので、却下、積戦時に
浮体の一端が浮揚した状態での浮体の移動が容易になる
効果がある。
〔発明の効果〕
本発明によれば、小さなスペース内に滑り台を溝成して
これを大きく伸長することができ、かつ、その上を浮体
が平滑確実に転動して水中へ却下または水中から運搬車
へ積載することができるので、河岸にて運搬車が水中へ
入らなくても浮体を却下または積載することができ、地
面の軟弱な河岸または段のある河岸での浮橋の架設が容
易になる効果がある。また、滑り台を運搬車内に完全に
内蔵できるので、トレーラ方式と比較して陸上走行時の
車両全長を小さくでき、路上走行が容易になるという効
果がある。The left and right sides are independently supported by the outer rails 6 by means of the [ ) guide rails. 16 far across. The outer rail 6 and the crossbeam 16 are connected to the carrier chassis 2 via the elevation axis 3.
Installed to. A rack gear 14 is fixed over almost the entire length of the inner moss of the inner rail 7, and its upper surface serves as a tread for a roller provided at the lower end of the floating body 11. The rack gear 14 is driven in the backward direction by the rotation of the inner rail extension/retraction drive device fixed to the outer rail 6 or the crossbeam 6 and the binion gear B connected thereto, thereby causing the inner rail 7 to extend or retract. 5-7 show other embodiments of the inner rail drive portion shown in FIG. 4. In Fig. 5, the flanges of the rollers 8, 9, and 10 are all placed in the same direction (in this case, both are on the outside), and in Fig. 6, the flanges of the roller 8 are placed on the inside, and the flanges of the rollers 9, 10 are placed in the same direction. A flange is provided on the outside. In contrast to the one shown in FIG. 4, in FIG. 7, rollers n with flanges that fit into guide rail devices provided on the outer rail 6 are arranged in parallel with rollers 12 on both front and rear end surfaces of the floating body 11, and one roller n is installed in each of the front, rear, left, and right directions. In addition, rollers 9 are not provided on the inner rail 7, and rollers 10 are provided only at one location each on the left and right of the tip. Next, the operation will be explained with reference to FIGS. 8 to 11 and FIGS. 1 and 2. FIG. 8 is a side view of the land traveling state, and FIG. 9 is a cross-sectional view of FIG. It is closely attached to the chassis 2, and a floating body 11 is loaded thereon via rollers 8 or 12. The cross section of the floating body 11 is shown in Figure 9 below, for example, it is divided into 5 parts horizontally into 3 parts.
By not folding it into stacks, etc., the width dimension B and height dimension H, which are restricted when traveling on land, are kept within the limits. Here, in order to keep the height H within the limit, the height h of the slide 5 must be made as small as possible. When traveling on land in this state and reaching the bridge point, the slide 5 is extended and tilted, and the floating body 11 is thrown into the water by its own weight as shown in FIGS. 1-2 described above. here,
In the embodiments shown in FIGS. 4 to 6, when the floating body 11 is completely on the slide 3, it is initially supported by the rollers 8 of the outer rail 6, and as it descends, it is supported by the rollers 9 and 10 of the inner rail 7. Ru. When the floating body 11 further slides down and begins to float as shown by the two-dot chain line in FIG. is supported by the rollers of the floating body ■. In addition, in the embodiment shown in FIG. 7, when the floating body 11 is completely on the slide 5, it is initially supported by the outer rail 6 by the rollers n at both the front and rear ends of the floating body U, and as it slides down, it is parallel to the rollers n. A roller hill provided on the floating body 11 is supported by the upper surface of a rack gear 14 fixed to the inner rail 7. Therefore, the rollers 8 of the outer rail 6 and the rollers 9 of the inner rail 7 in FIGS. When a-ra passes the tip of the rail 7, the water side end of the floating body 11 cannot be supported by the roller hill. It is set up. When the floating body 11 further slides down and the one end on the water side starts to float as shown by the two-dot chain line in FIG. 1, the one end on the land side of the floating body 11 is supported only by the rollers 12. In this way, after the floating bodies 11 are submerged in the water and bridged, the four bodies 11 are withdrawn and loaded onto the transport vehicle l.
lO, do as shown in Figure 11. FIG. 10 is a side view showing a loading state on a sloped riverbank similar to that in FIG. 1, in which a cable soffit is connected to a floating body 11 in a bridged state shown by a two-dot chain line, and is hoisted up by a winch 13 in the direction of the arrow. Slide 5 and rollers 8-1
The effect of 0.12 is the same as in the case of rejection in FIG. 1, and the operation is performed in reverse. Figure 1E11 shows that loading can be carried out on a stepped riverbank as well as on a sloped riverbank.Although I have omitted the illustration, the rejection on a stepped riverbank is the same as in Figure 11, and the opposite is true. This can be done through motion. If it is necessary to use a crane to move the floating body 11 in the water onto the transport vehicle l, please use the third method in advance.
It is assumed that the crane 2 is installed in the space between the slide 5 and the floating body 11 as shown by the two-dot chain line in Figure 4. According to the above embodiment, a slide that can extend and contract and tilt is provided in the small space between the transport vehicle and the loaded floating body, making it easy to dismiss and load the floating body, and to move the floating body away from the transport vehicle. This allows the river to be abandoned at a certain location, and is less constrained by riverbank conditions. Furthermore, since the outer and inner rails of the slide are arranged side by side, all the rollers can be made to have the same height, making it easy to move the floating body and transfer from the outer rail to the inner rail. Furthermore, since the inner rails are supported by the outer rails on the left and right sides, there is no need for crossbeams between the inner rails, and the upper surface of the rub gear is also used as a roller tread, so the overall height of the slide can be reduced and the carrier It becomes easy to keep the total height of the vehicle within the limit dimensions for road driving. If a floating body in the water needs to be hoisted onto a carrier by a crane, it is also possible to install the crane in the space between the slide and the floating body. In addition, since rollers are provided at the recovery end of the floating body in addition to the rollers of the slide, there is an effect that the floating body can be easily moved when one end of the floating body is floated during a battle. [Effects of the Invention] According to the present invention, it is possible to form a slide in a small space and extend the slide to a large extent, and the floating body rolls smoothly and reliably on the slide so as to be thrown into or out of the water. Since it can be loaded onto a transport vehicle, it is possible to dismiss or load the floating object at the river bank without the need for the transport vehicle to enter the water, making it easy to construct floating bridges on river banks with soft or stepped river banks. There is a certain effect. Furthermore, since the slide can be completely built into the transport vehicle, the overall length of the vehicle can be made smaller when traveling on land compared to the trailer system, making it easier to travel on the road.
第1図は本発明の浮橋の浮体部下状態の側面図、第2図
は第1図のA−A線断面図、第3図は第1図の平面図、
第4図は第3図のC−C線断面詳細図、第5図〜第7図
は第4図の他の実施例を示す断面詳細図、第8図は本発
明の浮橋の陸上走行状態の側面図、第9図は第8図の横
断面図、第10図、第11図は本発明の浮橋の浮体和戦
状態の側面図である。
1・・・・・・運搬車、3・・・・・・俯仰軸、4・・
・・・・油圧シリンダ、5・・・・・・滑り台、6・・
・・・・外レール、7・曲・内レール、8〜10. 1
2. 18. 19. 22・曲・ローラ、11・・・
・・・浮体、13 =−・・−ウィンチ、14・・・・
・・ラブクギア、15・・・・・・内レール伸縮駆動装
置、16・・・・・・横桁、17・・・千6図
十q図FIG. 1 is a side view of the floating bridge of the present invention in a state below the floating body, FIG. 2 is a sectional view taken along line A-A in FIG. 1, and FIG. 3 is a plan view of FIG. 1.
FIG. 4 is a detailed cross-sectional view taken along line C-C in FIG. 3, FIGS. 5 to 7 are detailed cross-sectional views showing other embodiments of FIG. 4, and FIG. 8 is a state in which the floating bridge of the present invention is running on land. 9 is a cross-sectional view of FIG. 8, and FIGS. 10 and 11 are side views of the floating bridge of the present invention in a floating state. 1... Transport vehicle, 3... Elevation axis, 4...
...Hydraulic cylinder, 5...Slide, 6...
...outer rail, 7, curved, inner rail, 8-10. 1
2. 18. 19. 22・Song・Lola, 11...
...Floating body, 13 =-...-Winch, 14...
・・Love gear, 15・・Inner rail expansion and contraction drive device, 16・・Horizontal girder, 17・・Fig.
Claims (1)
の運搬車とから成り、運搬車の車台上に、伸縮および傾
斜が可能で上記浮体を積載し得る滑り台を設けたことを
特徴とする浮橋。 2、運搬車の車台上に、伸縮および傾斜が可能で浮体を
積載した滑り台を設け、該滑り台を伸長し、滑り台を傾
斜させて浮体を滑り台上を滑らせ、運搬車上から水中へ
浮体を卸下し、水中から運搬車上へ浮体を積載するよう
にしたことを特徴とする浮橋の架設方法。[Scope of Claims] 1. Consists of a floating body that is folded and transported and expanded and bridged, and a carrier for the floating body, which is capable of expanding, contracting and tilting and capable of loading the floating body on the carrier of the carrier. A floating bridge that features a slide. 2. A slide that can be expanded, contracted and tilted and loaded with a floating body is installed on the chassis of the transport vehicle, the slide is extended, the slide is tilted, the floating body is slid on the slide, and the floating body is lowered from the top of the transport vehicle into the water. A method for constructing a floating bridge, characterized in that the floating body is unloaded and loaded onto a transport vehicle from the water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18793984A JPS6168908A (en) | 1984-09-10 | 1984-09-10 | floating body carrier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18793984A JPS6168908A (en) | 1984-09-10 | 1984-09-10 | floating body carrier |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6168908A true JPS6168908A (en) | 1986-04-09 |
JPH0378882B2 JPH0378882B2 (en) | 1991-12-17 |
Family
ID=16214818
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18793984A Granted JPS6168908A (en) | 1984-09-10 | 1984-09-10 | floating body carrier |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6168908A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101927674A (en) * | 2006-12-08 | 2010-12-29 | 丰田自动车株式会社 | vehicle suspension |
-
1984
- 1984-09-10 JP JP18793984A patent/JPS6168908A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101927674A (en) * | 2006-12-08 | 2010-12-29 | 丰田自动车株式会社 | vehicle suspension |
US8016306B2 (en) | 2006-12-08 | 2011-09-13 | Toyota Jidosha Kabushiki Kaisha | Vehicular suspension |
Also Published As
Publication number | Publication date |
---|---|
JPH0378882B2 (en) | 1991-12-17 |
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