JPH07304485A - River-dedicated work pontoon and unit therefor - Google Patents

River-dedicated work pontoon and unit therefor

Info

Publication number
JPH07304485A
JPH07304485A JP6098896A JP9889694A JPH07304485A JP H07304485 A JPH07304485 A JP H07304485A JP 6098896 A JP6098896 A JP 6098896A JP 9889694 A JP9889694 A JP 9889694A JP H07304485 A JPH07304485 A JP H07304485A
Authority
JP
Japan
Prior art keywords
river
unit
unit main
main body
joint portion
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
Application number
JP6098896A
Other languages
Japanese (ja)
Other versions
JP2843500B2 (en
Inventor
Satoshi Inada
智 稲田
Kazuhiko Inada
和彦 稲田
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.)
CENTRAL KOGYO KK
Original Assignee
CENTRAL KOGYO KK
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 CENTRAL KOGYO KK filed Critical CENTRAL KOGYO KK
Priority to JP6098896A priority Critical patent/JP2843500B2/en
Publication of JPH07304485A publication Critical patent/JPH07304485A/en
Application granted granted Critical
Publication of JP2843500B2 publication Critical patent/JP2843500B2/en
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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/40Protecting water resources
    • Y02A20/402River restoration

Landscapes

  • Revetment (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE:To simplify and ensure assembling by coupling the protruded second junction with the lower section of one unit main body formed as prescribed, coupling the protruded second junction with the upper section of the other unit main body, and coupling the pin connection junctions of both unit main bodies with each other for pin connection. CONSTITUTION:The first junction 3 is protruded on one side face and at the upper section of the front face 10 of a unit main body 1a, and the downward protruded second junction 5 is protruded at the lower section respectively. The first junction 4 and the upward protruded second junction 6 are formed on a unit main body 1b connected to the unit main body 1a. Two rectangular plates are provided on the first junction 3 face to face at an interval, and the first junction 4 is formed with a protruded plate capable of being inserted between the two plates. When the unit main bodies 1a, 1b bored with pin holes 3a, 4a are connected to the first junctions 3, 4, the second junctions 5, 6 are coupled in the vertical direction, and the first junctions 3, 4 are connected with pins.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は河川専用作業台船および
そのためのユニット(以下、単に台船またはユニットと
いう)に関する。さらに詳しくは、組立てが簡単、確実
で、しかも台船の曲げなどに対する剛性を通常の一体型
の台船なみに向上させることができる台船およびそのた
めのユニットに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a river-only work barge and a unit therefor (hereinafter simply referred to as a barge or unit). More specifically, the present invention relates to a pier and a unit for the pier, which is easy and reliable to assemble, and which can improve the rigidity against bending of the pier as much as an ordinary integrated pier.

【0002】[0002]

【従来の技術】従来より、河川などの水上において、橋
などの水上建造物の基礎工事または河川の護岸工事など
を行なうばあい、台船にクレーンを乗せ、材料の運搬ま
たは吊り上げなどの作業を行なっている。
2. Description of the Related Art Conventionally, when performing foundation work of a water structure such as a bridge or revetment work of a river on the water of a river, etc., a crane is placed on a barge to carry or lift materials. I am doing it.

【0003】台船に積載される物、たとえば、クレーン
などの重機械およびクレーンで運搬される重量物など
は、総重量が、通常100〜200トンに達する。この
総重量に耐えうる程度の積載能力をうるために、少なく
とも100m2 以上(たとえば、長さ17m、幅9m程
度)の大面積の平型の台船が採用される。このような大
面積の台船を陸上輸送するばあい、特殊な台車を有する
大型トレーラを用いなければならず、コストが高くな
る。また大型であるため、搬入路の確保が不可能かまた
は困難であるばあいも多く、さらに工事現場に広い場所
がなければ搬入、搬出できないという問題がある。そこ
で近年、中空のブロック体からなるユニットを複数個組
み合わせた台船が提案されている。このユニット型の台
船は、輸送時にはユニットを各1個づつトレーラなどに
載せて運搬し、工事現場に到着したら隣接するユニット
同士を板を介してボルト締め、溶接、ワイヤ結合などの
方法で連結することにより、台船を組み立てている。
[0003] The total weight of an object loaded on a barge, such as a heavy machine such as a crane and a heavy object carried by a crane, usually reaches 100 to 200 tons. In order to obtain a loading capacity that can withstand this total weight, a large flat boat with a size of at least 100 m 2 (for example, a length of 17 m and a width of 9 m) is used. When transporting such a large-sized barge by land, a large-sized trailer having a special carriage must be used, which increases the cost. Further, since it is large in size, it is often difficult or difficult to secure a carry-in path, and there is a problem that it cannot be carried in and out unless there is a large space at the construction site. Therefore, in recent years, a berth in which a plurality of units each made of a hollow block body are combined has been proposed. This unit-type barge is carried by transporting each unit one by one on a trailer when transporting, and when arriving at the construction site, adjacent units are bolted together with plates, connected by welding, wire connection, etc. By assembling, the ship is assembled.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来のユニッ
ト型の台船は、ユニットの底面、側面などの場所をボル
ト、溶接、ワイヤなどを用いて隣接するユニット同士が
連結されている。したがって、連結作業は水中での作業
を必要とし、高度な熟練を要するとともに、時間がかか
り、しかも良好な連結状態がえられないという問題があ
る。
However, in the conventional unit type barge, adjacent units are connected to each other by using bolts, welding, wires and the like at places such as bottom and side surfaces of the units. Therefore, there is a problem that the connection work requires work underwater, requires a high degree of skill, takes time, and cannot achieve a good connection state.

【0005】また、台船は、連結部を支点にして各ユニ
ットがそれぞれ異なる方向に回転できるため、曲げ、と
くに垂直方向の曲げに対して弱い。そのため、波、風な
どを受ければ、各ユニットがばらばらに上下に揺れ動
き、不安定である。しかも、台船に重量物を載せたと
き、直下にあるユニットに応力が集中して深く沈むが、
他のユニット、とくに積載物から遠いユニットはほとん
ど応力を受けず、あまり沈まない。そのため、台船が局
部的に変形してしまうという問題もある。
Further, since the respective units of the pontoon can rotate in different directions with the connecting portion as a fulcrum, they are weak against bending, particularly bending in the vertical direction. Therefore, if a unit receives a wave or wind, each unit sways up and down and is unstable. Moreover, when a heavy load is placed on the pontoon, stress concentrates on the unit directly below and sinks deeply,
Other units, especially those far from the load, receive little stress and do not sink much. Therefore, there is also a problem that the boat is locally deformed.

【0006】また、河川の護岸工事などを行なうばあ
い、従来では、岸にある荷物を搬送する際における台船
の安定性を高めるために、台船の長手方向を河川の幅方
向に向け、かつクレーンなどの重機械を台船の上面の船
尾または船頭に設置した状態で作業を行なっている。し
たがって、台船によって、河川の流路が狭められ、ばあ
いによっては塞がれるため、降雨期などにおける増水の
ばあいには河川の氾濫または台船の転覆などの被害が生
じやすいという問題もある。
[0006] Further, when a river bank is constructed, conventionally, in order to enhance the stability of the barge when carrying cargo on the bank, the longitudinal direction of the barge is oriented in the width direction of the river. In addition, heavy machinery such as cranes is installed in the stern or on the top of the berth. Therefore, the flow of the river is narrowed by the pontoon, and it is blocked in some cases.Therefore, there is a problem that the flooding of the river or the overturning of the pontoon is likely to occur during flooding during the rainy season. is there.

【0007】本発明は、かかる問題を解消するためにな
されたものであり、組立てが簡単、確実で、しかも台船
の曲げなどに対する剛性および安定度を通常の一体型の
台船なみに向上させることができる河川専用作業台船お
よびそのためのユニットを提供することを目的とする。
The present invention has been made in order to solve the above problems, and is easy and reliable to assemble, and further, the rigidity and stability of the ship against bending and the like are improved to the level of an ordinary integrated ship. It is an object of the present invention to provide a river-only work barge that can be used and a unit therefor.

【0008】さらに、本発明の他の目的として、河川の
流路を充分に確保しうる台船を提供することも目的とす
る。
Further, another object of the present invention is to provide a barge which can sufficiently secure the flow path of the river.

【0009】[0009]

【課題を解決するための手段】本発明の台船用ユニット
は、河川専用作業台船を組み立てるためのユニットであ
って、略直方体の中空体からなり、その上面に長手方向
に沿って溝が形成されたユニット本体と、該ユニット本
体の少なくとも一方の側面、および前後面のうち少なく
とも一方の面の上部に突設され、ピン孔を有する1枚ま
たは2枚以上の平板からなる第1接合部と、隣接する2
個のユニット本体の第1接合部を連結するためのピン
と、前記ユニット本体の少なくとも一方の側面、および
前後面のうち少なくとも一方の面の下部に、その先端が
上または下のいずれか一方に凸になるように突設された
略L字形状断面を呈する長尺の部材からなる第2接合部
と、前記ユニット本体の上面の溝の内部に固定される連
結部材とからなることを特徴とするものである。
A unit for a barge of the present invention is a unit for assembling a river-only working barge, which is a substantially rectangular parallelepiped hollow body and has a groove formed on its upper surface in the longitudinal direction. And a first joint portion formed on at least one side surface of the unit main body and an upper portion of at least one of the front and rear surfaces and projecting from one or more flat plates having pin holes. , Adjacent 2
A pin for connecting the first joints of the individual unit bodies, and at least one side surface of the unit body, and a lower portion of at least one of the front and rear surfaces, the tip of which projects upward or downward. And a connecting member fixed inside the groove on the upper surface of the unit main body. It is a thing.

【0010】また、前記連結部材がH形鋼であるのが好
ましい。
Further, it is preferable that the connecting member is H-section steel.

【0011】本発明の台船は、長尺方向またはその幅方
向で隣接する少なくとも2個の前記ユニット本体が、先
端が上に凸の第2接合部と先端が下に凸の第2接合部と
が互いに係合され、かつ2個のユニット本体の第1接合
部が互いにピンで結合され、さらに、長尺方向で隣接す
る少なくとも2個の前記ユニット本体が、それらの溝の
内部に固定された1本の連結部材を介して連結されてな
ることを特徴とするものである。
In the barge of the present invention, at least two unit main bodies adjacent to each other in the longitudinal direction or in the width direction thereof have a second joint portion whose tip is upwardly convex and a second joint portion whose tip is downwardly convex. Are engaged with each other, and the first joint portions of the two unit bodies are coupled with each other by a pin, and at least two unit bodies adjacent in the longitudinal direction are fixed inside the grooves. It is characterized in that they are connected via a single connecting member.

【0012】また、隣接する少なくとも2個のユニット
本体の側面が側面補強部材によって互いに連結されてな
るのが好ましい。
Further, it is preferable that the side surfaces of at least two adjacent unit bodies are connected to each other by a side reinforcing member.

【0013】また、前記側面補強部材がH形鋼であるの
が好ましい。
Further, it is preferable that the side surface reinforcing member is an H-shaped steel.

【0014】また、前面および後面の少なくとも一方に
流船防止装置が設けられてなるのが好ましい。
Further, it is preferable that a drift preventing device is provided on at least one of the front surface and the rear surface.

【0015】また、前記流船防止装置が、ユニット本体
の前面および後面の少なくとも一方に突設された環状の
固定枠と、該固定枠の内部に摺動自在に配設された杭と
からなるのが好ましい。
Further, the drift prevention device comprises an annular fixed frame projecting on at least one of the front surface and the rear surface of the unit main body, and a pile slidably arranged inside the fixed frame. Is preferred.

【0016】[0016]

【作用】本発明によれば、長尺方向またはその幅方向に
隣接する2個のユニット本体を連結するばあい、一方の
ユニット本体を持ち上げながら、先端が下に凸の第2接
合部を先端が上に凸の第2接合部に係合させ、そののち
他方のユニット本体の第1接合部を互いにピンで結合す
れば、簡単、確実に両ユニットを連結することができ
る。さらに長尺方向で隣接する2個のユニット本体につ
いては、それぞれの上面の溝の内部にまたぐように1本
の連結部材を固定することにより、2個のユニット間の
曲げ剛性が向上し、台船全体の曲げが防止される。
According to the present invention, when two unit main bodies that are adjacent to each other in the lengthwise direction or the widthwise direction are connected to each other, one unit main body is lifted and the second joint portion whose tip is convex downward is formed. By engaging the upwardly projecting second joint portion and then connecting the first joint portion of the other unit body to each other with a pin, both units can be simply and reliably connected. For two unit bodies that are adjacent to each other in the longitudinal direction, by fixing one connecting member so as to straddle the inside of the groove on each upper surface, the bending rigidity between the two units is improved, Bending of the entire ship is prevented.

【0017】さらに、安定性を確保した状態で台船をそ
の長手方向が河川の流れる方向と平行になるように配置
することができるため、河川の流路を充分確保できる。
Further, since it is possible to arrange the barge so that its longitudinal direction is parallel to the flowing direction of the river while ensuring stability, it is possible to sufficiently secure the flow path of the river.

【0018】[0018]

【実施例】つぎに、図面を参照しながら、本発明の台船
用ユニットおよびその台船を詳細に説明する。図1は本
発明の台船の一実施例を示す全体斜視図、図2は図1の
台船の平面図、図3〜4は図1の台船を構成するユニッ
ト本体の斜視図、図5は図1の第1接合部の拡大平面
図、図6は図1の隣接する2個のユニット本体の連結方
法を示す説明図、図7は図1の連結部材の固着方法を示
す断面説明図、図8は図1の流船防止装置の一例を示す
部分拡大斜視図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, with reference to the drawings, a carrier unit and a carrier of the present invention will be described in detail. 1 is an overall perspective view showing an embodiment of the pontoon of the present invention, FIG. 2 is a plan view of the pontoon of FIG. 1, and FIGS. 3 to 4 are perspective views of a unit main body constituting the pontoon of FIG. 5 is an enlarged plan view of the first joint portion of FIG. 1, FIG. 6 is an explanatory view showing a method of connecting two adjacent unit bodies of FIG. 1, and FIG. 7 is a sectional view showing a method of fixing the connecting member of FIG. 8 and 9 are partially enlarged perspective views showing an example of the drift prevention device of FIG.

【0019】図1〜2に示される台船は、6個のユニッ
ト本体1a、1b、1c、1c、1d、1eおよび1f
が長尺方向に2段、幅方向に3列に組み合わされたもの
である。隣接する2個のユニット本体同士は、それぞれ
ピン2を利用した第1接合部3および4、ならびに第2
接合部5および6(図3〜4参照)によって連結されて
いる。さらに長尺方向で隣接する2個のユニット本体
(すなわち、1aと1d、1bと1e、1cと1fの
組)は、それらの上面の溝7の内部に1本の連結部材8
が固定されている。そして、この台船の上面のほぼ中央
付近に、たとえば据置き型のクレーンを設置し、台船の
前後左右の全方向で運搬物の昇降を行なう。
The ship shown in FIGS. 1 and 2 has six unit bodies 1a, 1b, 1c, 1c, 1d, 1e and 1f.
Are combined in two rows in the longitudinal direction and in three rows in the width direction. The two adjacent unit bodies have the first joining portions 3 and 4 using the pins 2 and the second joining portions, respectively.
They are connected by joints 5 and 6 (see FIGS. 3-4). Further, two unit main bodies (that is, a set of 1a and 1d, 1b and 1e, 1c and 1f) that are adjacent to each other in the longitudinal direction have one connecting member 8 inside the groove 7 on their upper surfaces.
Is fixed. Then, for example, a stationary crane is installed near the center of the upper surface of the ship to lift and lower the transported object in all directions of the front, rear, left and right of the ship.

【0020】図3に示されるユニット本体1aは、その
上面に長手方向に沿ってほぼ中央に溝7が形成された略
直方体の中空体からなり、その一方の側面9および前面
10のそれぞれ上部に第1接合部3が突設され、かつ下
部に第2接合部5が突設されている。ユニット本体1a
の内部には、長尺方向に沿って等間隔に補強用の仕切板
11が3枚程度設けられている。第1接合部3は、ピン
孔3aが穿設された2枚の矩形の平板からなり、所定間
隔だけ離れて設けられている。この隙間3bに相手部材
である第1接合部4(図4参照)が配置される。第2接
合部5は、先端部5aが下向きに凸の略L字形状断面を
呈する長尺の部材からなる。なお、5bは第2接合部5
の曲げ防止のための補強板である。
The unit main body 1a shown in FIG. 3 is a substantially rectangular parallelepiped hollow body in which a groove 7 is formed in the upper surface of the unit main body 1 along the longitudinal direction at substantially the center thereof. The 1st junction part 3 is projected and the 2nd junction part 5 is projected at the lower part. Unit body 1a
Inside, is provided with about three reinforcing partition plates 11 at equal intervals along the lengthwise direction. The first joining portion 3 is composed of two rectangular flat plates having the pin holes 3a formed therein, and is provided at a predetermined distance. The first joint portion 4 (see FIG. 4), which is a mating member, is arranged in the gap 3b. The second joint portion 5 is composed of a long member having a substantially L-shaped cross section in which the tip portion 5a is convex downward. In addition, 5b is the second joint 5
It is a reinforcing plate for preventing bending of the.

【0021】ユニット本体1a、仕切板11および補強
板5bは、厚さが5〜10mm程度の熱間圧延鋼板など
からなる鋼板やクロムモリブデン鋼鋼材(SCM材)が
用いられる。とくに、厚さが6mm程度の鋼板を用いれ
ば、容易に加工でき、かつ適度な強度を維持することが
できる。また、ユニット本体の外壁面には、エポキシタ
ール塗りするなどして防錆処理を施すのが好ましい。ユ
ニット本体1aの寸法は、本発明においてとくに限定さ
れず台船のサイズや輸送のためのトラックの積載能力な
どを考慮して適宜選定すればよいが、たとえば、長さが
8.4m程度、幅が3m程度、高さが1.5mおよび溝
7の深さ0.4m程度の寸法で製造され、重量は7トン
程度である。このユニット本体1a1個で30〜40ト
ン程度の積載能力があり、図1のように6個のユニット
本体を組み合わせた台船では、200トン程度の積載能
力を有する。
For the unit body 1a, the partition plate 11 and the reinforcing plate 5b, a steel plate made of a hot rolled steel plate or the like having a thickness of about 5 to 10 mm or a chromium molybdenum steel steel material (SCM material) is used. In particular, if a steel plate having a thickness of about 6 mm is used, it can be easily processed and appropriate strength can be maintained. Further, it is preferable that the outer wall surface of the unit main body is subjected to rust prevention treatment such as coating with epoxy tar. The size of the unit main body 1a is not particularly limited in the present invention, and may be appropriately selected in consideration of the size of the barge and the loading capacity of the truck for transportation. For example, the length is about 8.4 m, and the width is Is about 3 m, the height is 1.5 m, and the depth of the groove 7 is about 0.4 m, and the weight is about 7 tons. One unit main body 1a has a loading capacity of about 30 to 40 tons, and a pontoon having six unit main bodies combined as shown in FIG. 1 has a loading capacity of about 200 tons.

【0022】なお、前述したようにユニット本体1aの
寸法は、これに限定されるものではなく、従来より用い
られる積載重量が10トンのトラックに積載できる程度
であればよく、長さが8.5〜9m程度、幅が3〜3.
5m程度、高さが1.3〜1.5mから選択し、重量は
7〜9トンの範囲であればよい。
As described above, the size of the unit main body 1a is not limited to this, and it is sufficient that the unit main body 1a can be loaded on a truck having a loading weight of 10 tons, which is conventionally used, and the length is 8. 5-9m, width 3-3.
The height may be selected from the range of about 5 m and the height of 1.3 to 1.5 m, and the weight may be in the range of 7 to 9 tons.

【0023】図4に示されるユニット本体1bは、ユニ
ット本体1aと実質的に同じであるが、上下の接合部が
若干異なっている。第1接合部3および第2接合部5を
それぞれ第1接合部4および第2接合部6に変更した点
で異なっている。第1接合部4および第2接合部6は、
ユニット本体1bの両側の側面12aと12b、および
前面13の上部および下部にそれぞれ突設されている。
第1接合部4は、ピン孔4aが穿設された1枚の略半円
形の平板からなり、前記第1接合部3の間隔3bに対応
する位置に設けられている。第2接合部6は、先端が上
向きに凸の略L字形状断面を呈する長尺の部材からな
り、第2接合部6の先端部6aとユニット本体1bの側
面12a、12bまたは前面13とのあいだの空間部6
bに相手部材である前記第2接合部5の先端部5aが配
置される。
The unit body 1b shown in FIG. 4 is substantially the same as the unit body 1a, but the upper and lower joints are slightly different. The difference is that the first joint portion 3 and the second joint portion 5 are replaced with the first joint portion 4 and the second joint portion 6, respectively. The first joint portion 4 and the second joint portion 6 are
The side surfaces 12a and 12b on both sides of the unit body 1b and the upper and lower portions of the front surface 13 are provided so as to project.
The first joint portion 4 is made of one substantially semicircular flat plate having a pin hole 4a formed therein, and is provided at a position corresponding to the interval 3b between the first joint portions 3. The second joint portion 6 is made of a long member having a substantially L-shaped cross section with a tip protruding upward, and the tip portion 6a of the second joint portion 6 and the side surfaces 12a, 12b or the front surface 13 of the unit body 1b. Space 6 between
The front end portion 5a of the second joint portion 5, which is a mating member, is arranged at b.

【0024】図1に示される他のユニット本体1c、1
d、1eおよび1fも前記ユニット本体1a、1bと実
質的に同じであり、それぞれ隣接するユニット本体と向
かい合う面には、第1接合部3および第2接合部5の
組、または第1接合部4および第2接合部6の組のいず
れかが設けられている。前者または後者の組のいずれか
を選択するかは、ユニット本体の配置または連結の順序
に応じて適宜行なえばよい。
Another unit main body 1c, 1 shown in FIG.
d, 1e and 1f are also substantially the same as the unit main bodies 1a and 1b, and a pair of the first joint portion 3 and the second joint portion 5 or a first joint portion is provided on the surface facing the adjacent unit main body. 4 or the second joint portion 6 is provided. Whether to select the former or the latter set may be appropriately selected according to the arrangement or connection order of the unit main bodies.

【0025】第1接合部3および4、第2接合部5およ
び6を連結するばあい、図5および6に示されるよう
に、一方のユニット本体1aを持ち上げたのち、ユニッ
ト本体1aを移動させながら、第2接合部5の先端部5
aを他方のユニット本体1bの第2接合部6の空間部6
bに挿入させ、かつ第1接合部3の隙間3bのあいだに
第1接合部4を挿入させる。そののちピン孔3a、4a
にピン2を挿入し、ピン2の先端にワッシャ14および
割りピン15を取り付けてピン2を固定すれば、連結が
完了する。
When the first joint portions 3 and 4 and the second joint portions 5 and 6 are connected, as shown in FIGS. 5 and 6, one unit main body 1a is lifted and then the unit main body 1a is moved. While the tip 5 of the second joint 5
a is the space 6 of the second joint 6 of the other unit body 1b
b, and the first joint portion 4 is inserted between the gaps 3b of the first joint portion 3. After that, pin holes 3a, 4a
The pin 2 is inserted into the pin 2, the washer 14 and the split pin 15 are attached to the tip of the pin 2, and the pin 2 is fixed.

【0026】連結部材8は、2個のユニット本体のそれ
ぞれの溝7を足し合わせた長さのほぼ0.5〜1倍程度
の長さの鉄鋼材料などからなる、H形鋼、I形鋼などの
棒状体が採用される。とくに、連結部材8として、H形
鋼を採用すれば、軽量で、しかも高い曲げ剛性がえられ
るため好ましい。連結部材8を取り付けるばあい、図1
および図7に示されるように、連結部材8を2個のユニ
ット本体のそれぞれの溝7にまたぐように配置したの
ち、連結部材8の上面およびユニット本体の上面に接続
板16を載せ、ボルト17およびナット18で連結す
る。接続板16は、たとえば連結部材8の中央に1枚、
両端付近に2枚それぞれ設けられる。中央の接続板16
は、2個のユニット本体の上面にまたぐように取り付け
ればよい。なお、連結部材8をユニット本体に直接固定
してもよい。
The connecting member 8 is made of a steel material having a length of approximately 0.5 to 1 times the total length of the grooves 7 of the two unit main bodies, and the like. A rod-shaped body such as is adopted. In particular, it is preferable to use H-section steel as the connecting member 8 because it is lightweight and has high bending rigidity. If the connecting member 8 is attached,
As shown in FIG. 7 and FIG. 7, the connecting member 8 is arranged so as to straddle the grooves 7 of the two unit main bodies, and then the connection plate 16 is placed on the upper surface of the connecting member 8 and the upper surface of the unit main body. And nut 18 for connection. One connecting plate 16 is provided at the center of the connecting member 8,
Two sheets are provided near both ends. Central connection plate 16
May be attached so as to straddle the upper surfaces of the two unit bodies. The connecting member 8 may be directly fixed to the unit body.

【0027】図1〜2に示される台船は、6個のユニッ
ト本体から構成されているが、本発明はこれに限定され
るものではなく、4個のユニット本体を縦横に2個づつ
配置したものでもよく、適宜、ユニット本体の個数、配
置を選択すればよい。
Although the pontoons shown in FIGS. 1 and 2 are composed of six unit bodies, the present invention is not limited to this, and four unit bodies are arranged vertically and horizontally, two by two. The number and arrangement of the unit bodies may be appropriately selected.

【0028】さらに、図1〜2に示されるように、隣接
する少なくとも2個のユニット本体1aおよび1dの側
面、その反対側の1cおよび1fの側面が側面補強部材
19によって互いに連結されていてもよい。側面補強部
材19は、2個のユニット本体のそれぞれの長さのほぼ
0.5〜1倍程度の長さの鉄鋼材料などからなる棒状体
が採用される。とくに、側面補強部材19として、H形
鋼を採用すれば、軽量で、しかも高い曲げ剛性がえられ
るため好ましい。側面補強部材19は、2個のユニット
本体の側面に、コ字状断面を呈する固定具20によって
係止される。2個のユニット本体の側面の境界付近に
は、側面補強部材19を上下から支持する支持部材21
がそれぞれの側面に設けられている。
Further, as shown in FIGS. 1 and 2, the side surfaces of at least two adjacent unit bodies 1a and 1d and the opposite side surfaces 1c and 1f may be connected to each other by a side reinforcing member 19. Good. As the side surface reinforcing member 19, a rod-shaped body made of a steel material or the like having a length of about 0.5 to 1 times the length of each of the two unit main bodies is adopted. In particular, it is preferable to use H-shaped steel as the side surface reinforcing member 19 because it is lightweight and high bending rigidity can be obtained. The side surface reinforcing member 19 is locked to the side surfaces of the two unit bodies by a fixture 20 having a U-shaped cross section. A support member 21 for supporting the side surface reinforcing member 19 from above and below is provided near the boundary between the side surfaces of the two unit bodies.
Are provided on each side.

【0029】側面補強部材は、図1〜2のように台船の
両側面に設けるだけでなく、前後面に設けてもよく、適
宜選択すればよい。
The side surface reinforcing members may be provided not only on both side surfaces of the pontoon as shown in FIGS. 1 and 2, but also on the front and rear surfaces, and may be appropriately selected.

【0030】さらに、図1、2および8に示されるよう
に、台船の前面、後面またはその両方に流船防止装置2
2を設けてもよい。図8に示される流船防止装置22
は、ユニット本体の前面または後面に突設された環状の
固定枠22aと、該固定枠22aの内部にに摺動自在に
配設された杭22bとからなる。杭22bを川底の地中
にに埋め込めば、台船が河川の流れによって流されるの
を防止することができる。また、河川の水位が変化して
も、杭22bが固定枠22aの内部で上または下に摺動
するため、ユニット本体は、河川の水位に対して一定の
喫水線を維持することができる。杭22bとして、鉄鋼
材料などからなる角柱またはH形鋼などが採用される。
Further, as shown in FIGS. 1, 2 and 8, the flow preventing device 2 is provided on the front surface, the rear surface or both of the pier.
Two may be provided. The drift prevention device 22 shown in FIG.
Is composed of an annular fixed frame 22a protruding from the front surface or the rear surface of the unit main body, and a pile 22b slidably arranged inside the fixed frame 22a. By embedding the piles 22b in the ground of the river bottom, it is possible to prevent the barge from being swept away by the flow of the river. Further, even if the water level of the river changes, the pile 22b slides up or down inside the fixed frame 22a, so that the unit body can maintain a constant draft line with respect to the water level of the river. As the pile 22b, a prism or H-shaped steel made of a steel material or the like is adopted.

【0031】[0031]

【発明の効果】本発明によれば、組立てが簡単、確実
で、しかも台船の曲げなどに対する剛性を通常の一体型
の台船なみに向上させることができる。
According to the present invention, the assembling is simple and reliable, and the rigidity against bending of the ship can be improved to the level of an ordinary integrated ship.

【0032】さらに、安定性を確保した状態で台船をそ
の長手方向が河川の流れる方向と平行になるように配置
することができるため、河川の流路を充分確保できると
ともに台船の側面を河岸に横付けして作業することもで
きる。
Furthermore, since the longitudinal direction of the barge can be arranged in parallel with the direction of flow of the river while ensuring stability, a sufficient flow path for the river can be secured and the side surface of the barge can be secured. You can also work alongside the river bank.

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

【図1】本発明の台船の一実施例を示す全体斜視図であ
る。
FIG. 1 is an overall perspective view showing an embodiment of a barge of the present invention.

【図2】図1の台船の平面図である。2 is a plan view of the barge of FIG. 1. FIG.

【図3】図1の台船を構成するユニット本体の一例を示
す斜視図である。
FIG. 3 is a perspective view showing an example of a unit main body which constitutes the pier of FIG.

【図4】図1の台船を構成するユニット本体の他の例を
示す斜視図である。
FIG. 4 is a perspective view showing another example of a unit main body which constitutes the pier of FIG.

【図5】図1の第1接合部の拡大平面図である。5 is an enlarged plan view of the first joint portion of FIG. 1. FIG.

【図6】図1の隣接する2個のユニット本体の連結方法
を示す説明図である。
FIG. 6 is an explanatory view showing a method of connecting two adjacent unit main bodies in FIG.

【図7】図1の連結部材の固着方法を示す断面説明図で
ある。
7A and 7B are cross-sectional explanatory views showing a method of fixing the connecting member of FIG.

【図8】図1の流船防止装置の一例を示す部分拡大斜視
図である。
FIG. 8 is a partially enlarged perspective view showing an example of the drift prevention device of FIG.

【符号の説明】[Explanation of symbols]

1a、1b、1c、1d、1e、1f ユニット本体 2 ピン 3 第1接合部 4 第1接合部 5 第2接合部 6 第2接合部 7 溝 8 連結部材 19 側面補強部材 22 流船防止装置 22a 固定枠 22b 杭 1a, 1b, 1c, 1d, 1e, 1f Unit body 2 Pin 3 1st joint part 4 1st joint part 5 2nd joint part 6 2nd joint part 7 Groove 8 Connecting member 19 Side reinforcement member 22 Flow prevention device 22a Fixed frame 22b pile

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 河川専用作業台船を組み立てるためのユ
ニットであって、略直方体の中空体からなり、その上面
に長手方向に沿って溝が形成されたユニット本体と、該
ユニット本体の少なくとも一方の側面、および前後面の
うち少なくとも一方の面の上部に突設され、ピン孔を有
する1枚または2枚以上の平板からなる第1接合部と、
隣接する2個のユニット本体の第1接合部を連結するた
めのピンと、前記ユニット本体の少なくとも一方の側
面、および前後面のうち少なくとも一方の面の下部に、
その先端が上または下のいずれか一方に凸になるように
突設された略L字形状断面を呈する長尺の部材からなる
第2接合部と、前記ユニット本体の上面の溝の内部に固
定される連結部材とからなることを特徴とする河川専用
作業台船用ユニット。
1. A unit for assembling a river-only work pontoon, comprising a unit rectangular parallelepiped hollow body having a groove formed along the longitudinal direction on its upper surface, and at least one of the unit main body. A first joint portion formed of one or two or more flat plates having pin holes, projecting from an upper surface of at least one of the side surface and the front and rear surfaces,
A pin for connecting the first joint portions of two adjacent unit main bodies, at least one side surface of the unit main body, and a lower portion of at least one of front and rear surfaces,
Fixed inside the groove on the upper surface of the unit main body, and the second joint portion formed of a long member having a substantially L-shaped cross-section protruding so that its tip is convex either upward or downward. Unit for river-only work pontoons, characterized in that it comprises a connecting member.
【請求項2】 前記連結部材がH形鋼である請求項1記
載の河川専用作業台船用ユニット。
2. The unit for a river dedicated work platform ship according to claim 1, wherein the connecting member is H-shaped steel.
【請求項3】 請求項1記載の河川専用作業台船用ユニ
ットを少なくとも4基有してなる河川専用作業台船であ
って、長尺方向またはその幅方向で隣接する少なくとも
2個の前記ユニット本体が、先端が上に凸の第2接合部
と先端が下に凸の第2接合部とが互いに係合され、かつ
2個のユニット本体の第1接合部が互いにピンで結合さ
れ、さらに、長尺方向で隣接する少なくとも2個の前記
ユニット本体が、それらの溝の内部に固定された1本の
連結部材を介して連結されてなることを特徴とする河川
専用作業台船。
3. A river dedicated work pontoon having at least four river dedicated work pontoon units according to claim 1, wherein at least two unit main bodies adjacent to each other in the longitudinal direction or the width direction thereof. However, the second joint portion whose tip is upwardly convex and the second joint portion whose tip is downwardly convex are engaged with each other, and the first joint portions of the two unit bodies are coupled with each other by a pin, and At least two unit main bodies that are adjacent to each other in the longitudinal direction are connected via a single connecting member that is fixed inside the grooves thereof.
【請求項4】 隣接する少なくとも2個のユニット本体
の側面が側面補強部材によって互いに連結されてなる請
求項3記載の河川専用作業台船。
4. The work pontoon for river according to claim 3, wherein the side surfaces of at least two adjacent unit bodies are connected to each other by a side reinforcing member.
【請求項5】 前記側面補強部材がH形鋼である請求項
4記載の河川専用作業台船。
5. The river-only work platform ship according to claim 4, wherein the side surface reinforcing member is H-shaped steel.
【請求項6】 前面および後面の少なくとも一方に流船
防止装置が設けられてなる請求項3記載の河川専用作業
台船。
6. The river-only work berth according to claim 3, wherein a drift prevention device is provided on at least one of the front surface and the rear surface.
【請求項7】前記流船防止装置が、ユニット本体の前面
および後面の少なくとも一方に突設された環状の固定枠
と、該固定枠の内部に摺動自在に配設された杭とからな
る請求項6記載の河川専用作業台船。
7. The drift prevention device comprises an annular fixed frame projectingly provided on at least one of a front surface and a rear surface of a unit main body, and a pile slidably disposed inside the fixed frame. The river-only work platform ship according to claim 6.
JP6098896A 1994-05-12 1994-05-12 River dedicated workboats and units therefor Expired - Lifetime JP2843500B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6098896A JP2843500B2 (en) 1994-05-12 1994-05-12 River dedicated workboats and units therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6098896A JP2843500B2 (en) 1994-05-12 1994-05-12 River dedicated workboats and units therefor

Publications (2)

Publication Number Publication Date
JPH07304485A true JPH07304485A (en) 1995-11-21
JP2843500B2 JP2843500B2 (en) 1999-01-06

Family

ID=14231901

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6098896A Expired - Lifetime JP2843500B2 (en) 1994-05-12 1994-05-12 River dedicated workboats and units therefor

Country Status (1)

Country Link
JP (1) JP2843500B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006321409A (en) * 2005-05-20 2006-11-30 Kure Dia:Kk Device for connecting platforms utilizing their inclination
JP2009299263A (en) * 2008-06-10 2009-12-24 Mitsui Eng & Shipbuild Co Ltd Floating body structure and construction method for the floating body structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5541995U (en) * 1978-09-12 1980-03-18
JPS55127288A (en) * 1979-03-26 1980-10-01 Taisei Corp Jointing device for floating structure
JPS5640220A (en) * 1979-09-10 1981-04-16 Hitachi Chem Co Ltd Manufacturing of flyback transformer
JPH02106487A (en) * 1988-10-14 1990-04-18 Miyaji Tekkosho:Kk Floating construction and construction method therefor
JPH0521375U (en) * 1991-06-28 1993-03-19 京セラ株式会社 Hikari Disk Cartridge

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5541995U (en) * 1978-09-12 1980-03-18
JPS55127288A (en) * 1979-03-26 1980-10-01 Taisei Corp Jointing device for floating structure
JPS5640220A (en) * 1979-09-10 1981-04-16 Hitachi Chem Co Ltd Manufacturing of flyback transformer
JPH02106487A (en) * 1988-10-14 1990-04-18 Miyaji Tekkosho:Kk Floating construction and construction method therefor
JPH0521375U (en) * 1991-06-28 1993-03-19 京セラ株式会社 Hikari Disk Cartridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006321409A (en) * 2005-05-20 2006-11-30 Kure Dia:Kk Device for connecting platforms utilizing their inclination
JP2009299263A (en) * 2008-06-10 2009-12-24 Mitsui Eng & Shipbuild Co Ltd Floating body structure and construction method for the floating body structure

Also Published As

Publication number Publication date
JP2843500B2 (en) 1999-01-06

Similar Documents

Publication Publication Date Title
CN110306435B (en) Multi-ship combined transportation construction method for super-large segmented steel structure bridge
US2933898A (en) Offshore platform structures
US10309068B2 (en) Prefabricated bridge including steel abutments
US4080916A (en) Maritime platform assemblies
US3429288A (en) Ship assembly method and apparatus therefor
AU2009332806A1 (en) Docking bridge for the loading and unloading a roll-on/roll-off ship
JPH07304485A (en) River-dedicated work pontoon and unit therefor
CN111980049A (en) Foundation device of deep riverbed mast type wharf crane and construction method
JP2023126586A (en) Jacket, jacket structure, and jacket structure construction method
JPS61242205A (en) Carrying and building method
US5293830A (en) Double-walled vessel hull construction utilizing t-shaped subcomponents
JPS6131245B2 (en)
JPH0421849Y2 (en)
US4226203A (en) Floatable concrete pallet for lifting and bearing heavy loads
JP3335804B2 (en) Bridge construction method
JPS61222892A (en) Semisubmersible type floating structure and construction method thereof
JPH0344809Y2 (en)
JP3100546B2 (en) How to assemble a maritime workboat
JPH10167176A (en) Repair spud pontoon for pile or column-like structure and method for using the same
KR20130143224A (en) Precast structure for pier of harbors and constructing method using it
CN217974064U (en) Beam storage platform and construction system for steel box girder construction
US4695194A (en) Mobile marine operations structure
CN217348183U (en) Support device for constructing, shipping and shipping slide way of large floating body
KR102553425B1 (en) Intergrated modulation construction method for port facility constructing in sea area of lng production station
JP2004044200A (en) Jacket structure