JPS62296061A - Apparatus for reinforcing work of underwater steel pipe support - Google Patents

Apparatus for reinforcing work of underwater steel pipe support

Info

Publication number
JPS62296061A
JPS62296061A JP13615186A JP13615186A JPS62296061A JP S62296061 A JPS62296061 A JP S62296061A JP 13615186 A JP13615186 A JP 13615186A JP 13615186 A JP13615186 A JP 13615186A JP S62296061 A JPS62296061 A JP S62296061A
Authority
JP
Japan
Prior art keywords
steel pipe
divided
side unit
partition
pipe support
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
JP13615186A
Other languages
Japanese (ja)
Other versions
JPH0436230B2 (en
Inventor
聡 松本
藪 守男
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co 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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP13615186A priority Critical patent/JPS62296061A/en
Publication of JPS62296061A publication Critical patent/JPS62296061A/en
Publication of JPH0436230B2 publication Critical patent/JPH0436230B2/ja
Granted legal-status Critical Current

Links

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】 3、発明の詳細な説明 (産業上の利用分野) 本発明は、桟橋その他の水中構築物を支持する水中鋼管
支柱の上端部外周にコンクリートや鋼板溶接による補強
や合成81脂による防蝕用の被覆を施すための水中rI
A管支柱の補強作業用装置に関する。
Detailed Description of the Invention 3. Detailed Description of the Invention (Field of Industrial Application) The present invention provides reinforcement using concrete or steel plate welding or composite 81 Underwater rI for applying anti-corrosion coatings with grease
This invention relates to a device for reinforcing A-tube struts.

(従来の技術) 従来、水中鋼管支柱の補強作業用装置は、補強作業の対
象となる鋼管支柱が挿入される挿入孔を有する底部を筒
状til1部の下端に一体に結合した一体型であった。
(Prior Art) Conventionally, a device for reinforcing underwater steel pipe struts has been of an integrated type in which a bottom portion having an insertion hole into which a steel pipe strut to be reinforced is inserted is integrally connected to the lower end of a cylindrical til. Ta.

このような補強作業用装置は、大型となるため、トラッ
クによらず台船か又は貨物船により、製作工場から使用
現場までh4送されていた。
Since such reinforcement work devices are large, they are transported from the manufacturing factory to the site of use by barges or cargo ships instead of by trucks.

(発明が解決しようとする問題点) 上記従来の場合、当該装置は、一体型で分に1ができな
いために、輸送が大型の台船又は貨物船による回航とな
るので輸送費用が高くなるという問照点があり、また一
体型なので、相当の水深が確保されてないと使用できな
いという欠点があり、さらに補強対象となる鋼管の直径
が一定以上になると作業スペースが狭くなって補強作業
の遂行が困難になるという問題点があった。
(Problems to be Solved by the Invention) In the case of the above-mentioned conventional device, since the device is integrated and cannot be manufactured in minutes, the transportation cost is high because the device must be transported by a large barge or cargo ship. There are some points to check, and since it is an integrated type, it cannot be used unless a certain water depth is secured.Furthermore, if the diameter of the steel pipe to be reinforced exceeds a certain level, the work space becomes narrow and the reinforcement work cannot be carried out. The problem was that it became difficult.

本発明は、上記従来の問題点にかんがみ、トラック輸送
を行うことにより輸送費が低減でき、作業現場における
水深により又補強対象の深さに対して高さの変更が可能
であり、また、補修対象となる鋼管の直径の変化に対応
して、拡張が可能でで業スーベースを常に確保できる水
中鋼管支柱の補強作業用装置を提供することを目的とす
る。
In view of the above-mentioned conventional problems, the present invention reduces transportation costs by transporting by truck, allows the height to be changed depending on the depth of the water at the work site and the depth of the reinforcement target, and also makes it possible to perform repairs. The purpose of the present invention is to provide a device for reinforcing underwater steel pipe struts that can be expanded in response to changes in the diameter of the target steel pipe and can always secure a working base.

(問題点を解決するための手段) 本発明は、上記目的を達成するために少なくとも一部を
開閉可能に連結した有底筒状の作業用空間形成用隔壁体
を備え、該隔壁体の底部中央に鋼管支柱挿入孔を備え、
その隔壁体に全体を水面上に浮上させるフロートを取り
付けするとともに内部に作業用足場及びm管支柱保持手
段を備え、前記隔壁体を水上に浮上させて水中tJ4管
支柱の外周に水密性を保持させて取り付けし、そのrA
壁体内の水を排出することによって作業空間が形成され
るようにしてなる水中鋼管支柱の補強作業用装置におい
て、前記隔壁体の筒状側部は複数の槙割りした環状側部
ユニット−を重ね合わせ分離可能に連結してなり、さら
に、該環状側部ユニットは複数に縦割りされた円弧状断
面の分割側部ユニットと該分割側部ユニットの縦割り端
部間に介在し分離可能に接合される補充側部ユニッ1−
を瀬えたことを特徴として構成したものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention includes a bottomed cylindrical partition wall for forming a working space, at least a portion of which is connected so as to be openable and closable. Equipped with a steel pipe support insertion hole in the center,
The bulkhead is equipped with a float that floats the entire body above the water surface, and is equipped with a working scaffold and an m-tube support holding means inside to float the bulkhead above the water and maintain watertightness around the outer periphery of the submerged tJ4 pipe support. and install it, its rA
In a device for reinforcing underwater steel pipe struts in which a working space is formed by discharging water inside the wall, the cylindrical side of the partition is formed by stacking a plurality of annular side units divided into sections. Further, the annular side unit is interposed between a divided side unit having an arcuate cross section and a longitudinally divided end portion of the divided side unit, and is separably joined to each other. Refill side unit 1-
It was constructed with the characteristic that it was steep.

(作用) 本発明に係る水中鋼管支柱の補強作業用装置は、製作工
場で製作した分割側部ユニツ1−1補充側部ユニット及
び分割底版等を組立てずにトラックに積み込んで使用現
場まで陸上輸送し、作業現場の水深や補強対象となる水
中鋼管支柱の高さ及び太さに対しては、環状側部ユニッ
トを積み重ねる段数を51節したり、分離可能に接合さ
れる補充側部ユニットの着脱によってそれぞれ対応しq
るものである。
(Function) The device for reinforcing underwater steel pipe struts according to the present invention includes the divided side unit 1-1 supplementary side unit and the divided bottom plate manufactured at the manufacturing factory, which are loaded onto a truck and transported by land to the site of use without assembly. However, depending on the depth of the water at the work site and the height and thickness of the underwater steel pipe struts to be reinforced, the number of stacked annular side units may be increased to 51, or the supplementary side units that are separably joined may be attached and detached. correspond to each other by
It is something that

(実施例) 本発明の実施例について、棧橋の下部に設けられた大型
の水中鋼管支社の補強作業用装置を例として、図面を参
照しながら説明する。
(Example) An example of the present invention will be described with reference to the drawings, taking as an example a device for reinforcing a large underwater steel pipe branch installed at the bottom of a bridge.

第1図は、本発明の一実FM@に係る水中鋼管支社の補
強作業用装置の要部を示す斜視図、第2図は同上縦断面
図、第3図は同、Eの一部横断平面図である。
Fig. 1 is a perspective view showing the main parts of the reinforcement work equipment of the underwater steel pipe branch according to the FM @ of the present invention, Fig. 2 is a longitudinal sectional view of the same, and Fig. 3 is a partial cross-section of E of the same. FIG.

補強作業用装置(ま、じ(工1の下部に設けられた水中
鋼管支社2を対象とし、FA管支柱2の補強対象部分を
囲繞する筒状側部3と、中央に鋼管支柱挿入孔4を右す
る底部5とをn割すした分割体6a、6aで構成した隔
壁体6によって鋼管支柱2の外周に作業用空間を形成し
、当該鋼管支柱2の外径及び補修対象部分の高さに対応
してm壁体6の内部の作業用空間の広さ及び11さを調
節することが可能である。
Reinforcement work equipment (maji) is aimed at the underwater steel pipe branch 2 installed at the bottom of the construction 1, and includes a cylindrical side part 3 surrounding the part to be reinforced of the FA pipe support 2, and a steel pipe support insertion hole 4 in the center. A working space is formed on the outer periphery of the steel pipe support 2 by a partition body 6 composed of divided bodies 6a, 6a divided by n from the bottom 5 on the right, and the outer diameter of the steel pipe support 2 and the height of the part to be repaired are It is possible to adjust the width and height of the working space inside the m-wall body 6 in accordance with this.

筒状側部31ま、同一形状の複数の環状側部ユニット3
aを水密パッキを介して重り合わI、上下に隣り合う環
状側部ユニット3a 、3aの各内外周縁に固着突設し
た上下のフランジ7a、7aを合わせ、第5図(C)に
示すのと同様にポル]〜、ナツト8.8で締結して当該
各環状側部ユニット間の連結がなされ、環状側部ユニッ
ト3aを重ね合わせ分離可能に連結する段数を調整する
ことによって、全体の高ざの調節が可能である。
A cylindrical side part 31, a plurality of annular side units 3 having the same shape
A are overlapped with each other through a watertight packing I, and the upper and lower flanges 7a, 7a fixedly protruding from the inner and outer peripheries of the upper and lower adjacent annular side units 3a, 3a are combined to form the structure shown in FIG. 5(C). Similarly, the annular side units 3a are connected by tightening with nuts 8.8, and the overall height is adjusted by adjusting the number of stages in which the annular side units 3a are stacked and separably connected. can be adjusted.

各環状側部ユニット3aは、等分割されて同−四半分の
中空扇形断面を有する4個の分割側部ユニット3bと、
当該各分割側部ユニットa′0が接合される各接合端部
門を補充し互いに同一の中空四角形断面を有する補充m
1部ユニット3Cとを相互に接合して形成され゛【いる
。部分に1個部ユニット3b及び補充側部ユニット3C
の相22接合端部の外面には上下方向に冶ってフランジ
7b、7bが固着突設してあり、互いに隣接ツる各ユニ
ットは、第5因に<b>に示すように当該フランジ7b
、7b間に水密パツキン9を介在させポル)−・ガツト
8.8をもつで締結して水1遍かつ分ツ可能に接合しで
ある。そして環状側部ユニツ1−38は後述するように
補充側部ユニット3c、3cを介在させるか否かによっ
て大きさを変更することができる。
Each annular side unit 3a is equally divided into four divided side units 3b each having a hollow fan-shaped cross section of the same quarter;
Replenishment m that replenishes each joint end section to which each divided side unit a'0 is joined and has a mutually identical hollow rectangular cross section.
It is formed by joining the first unit 3C to each other. One part unit 3b and replenishment side unit 3C
Flanges 7b, 7b are fixedly protruding from the outer surface of the joint end of the phase 22 in the vertical direction, and each unit that is adjacent to
, 7b with a watertight gasket 9 interposed between them, and are fastened with a hole and a gut 8.8, so that they can be joined in a watertight and separable manner. The size of the annular side unit 1-38 can be changed depending on whether supplementary side units 3c, 3c are interposed or not, as will be described later.

最上段の環状側部ユニツ1−3aは、各分割側部ユニッ
ト3b及び補充側部ユニット3Cと共に上端が天板3d
、38′C−閉鎖してあり、天板3dを通じて各分割側
部ユニット3bの内部に連通ずる送気管10及び排気管
゛1゛1がそれぞれ送気弁10a及び排気弁11aを介
在さ往でそれぞれの当該天板3dに固着しである。
The uppermost annular side unit 1-3a has its upper end connected to the top plate 3d together with each divided side unit 3b and supplementary side unit 3C.
, 38'C-The air supply pipe 10 and the exhaust pipe 111, which are closed and communicate with the inside of each divided side unit 3b through the top plate 3d, have an air supply valve 10a and an exhaust valve 11a interposed therebetween, respectively. It is fixed to each of the top plates 3d.

各段の環状側部ユニット3aは、;A接する補充側部ユ
ニット3c、3cの接合端部中の1箇屓が第3図に示す
ように互いにa番12をもって枢着され、これに対向す
る位置にある補充側部ユニット3C,3Cの接合端部が
締結具13で互いに開放可能に固着される。
The annular side units 3a of each stage are arranged such that one of the joining ends of the supplementary side units 3c, 3c that are in contact with each other are pivoted to each other with the number a 12 as shown in FIG. The joining ends of the supplementary side units 3C, 3C in position are releasably fixed to each other with fasteners 13.

環状側部ユニツ1−38の内面側には、水中鋼管支柱2
の周囲に1段置きに作業足場14.14が全体としてリ
ング状になるように着脱可能に固定されている。
On the inner surface of the annular side unit 1-38, there is an underwater steel pipe support 2.
Work scaffolds 14.14 are removably fixed at every other stage around the periphery so as to form a ring shape as a whole.

また、最上段以外の各段の分割側部ユニット3bは天板
3d及び底板3f1.:開口3gを有し、これらの開口
3gによって上下に隣接する各分割側部ユニット3I)
が互いに連通し、最下段の分割側部ユニット3bの底板
3fの間口3gを通じて外部の水が流通自在になってお
り、筒状側部3は全体としてフロートの役割りを兼ねて
いる。このフロートにより装譜全体が水面上に浮かべら
れるようにしている。叩ら最上段の環状側部ユニット3
aの上端に設けた送気弁10a及び排気弁11aを開閉
操作し送気管10及び排気管11を通じて圧力空気を注
入又は排出することにより、各分割vA邸ユニツ1〜3
b内の水位を調節して浮力を7J4節するとともに浮上
時の傾きに対して水平又は重t1の調節を行わヒるよう
にしている。
The divided side units 3b of each stage other than the top stage include a top plate 3d and a bottom plate 3f1. : each divided side unit 3I having openings 3g and vertically adjacent to each other by these openings 3g)
are in communication with each other, and external water can freely flow through the opening 3g of the bottom plate 3f of the lowermost divided side unit 3b, and the cylindrical side part 3 as a whole also serves as a float. This float allows the entire musical score to float on the water surface. Uppermost ring-shaped side unit 3
By opening and closing the air supply valve 10a and exhaust valve 11a provided at the upper end of a, and injecting or discharging pressurized air through the air supply pipe 10 and exhaust pipe 11, each divided vA housing unit 1 to 3 is
The water level in b is adjusted to make the buoyant force 7J4, and the horizontal or weight t1 is adjusted to compensate for the inclination during levitation.

また、筒状側部3の内面に上下方向に沿って作業員が昇
降づ゛るためのタラップ15が固定されている。
Furthermore, a ramp 15 is fixed to the inner surface of the cylindrical side portion 3 for allowing a worker to ascend and descend along the vertical direction.

第4図は、底部5を示す平面図である。FIG. 4 is a plan view showing the bottom portion 5. FIG.

底部5は、中央の水中鋼管支柱挿入孔4の半径方向に沿
って4等分に分割された分割底版5aを互いに分離可能
に接続して形成されている。
The bottom portion 5 is formed by connecting divided bottom plates 5a that are divided into four equal parts along the radial direction of the central underwater steel pipe support insertion hole 4 so as to be separable from each other.

各分割底版5aは、追上部の環状側部ユニツ1−3aの
分割側部ユニット3b及び補充側部ユニット3Cに対応
する外因分割底版5b及び外因補充底版5Cと水中鋼管
支柱2の外周に内周はが対向する内周分割底版5dと、
これらの中間に配設される中継補充底版5eとで構成さ
れている。
Each divided bottom plate 5a has an inner circumference on the outer periphery of the external cause divided bottom plate 5b and external cause supplementary bottom plate 5C corresponding to the divided side unit 3b and supplementary side unit 3C of the annular side unit 1-3a of the chasing section and the outer periphery of the underwater steel pipe support 2. An inner circumferential split bottom plate 5d whose edges face each other,
It is composed of a relay replenishment bottom plate 5e disposed between these.

内周分割底版5dは、正方形を4分割し、全体として中
心にtl管支柱2が挿入される鋼管支柱挿入孔4を形成
する四半円切欠きをそれぞれ有している。
The inner periphery divided bottom plate 5d divides a square into four parts, each having a quarter-circular notch that forms a steel pipe support insertion hole 4 into which the TL pipe support 2 is inserted in the center of the whole.

外因分割底版5bは、最下部の前記環状側部ユニット3
aの各分割側部ユニット3bのそれぞれに対応して当該
分割側部ユニット31)の下端にそれぞれ円弧状の外周
を合わせて接合一体化され、内周縁に切欠きが設けであ
る。この切欠きは、四半万円から4半分正方形を切除し
た形で、内周分割底版5dに外接し得る形状とされてい
る。
The external cause division bottom plate 5b is the annular side unit 3 at the bottom.
Corresponding to each of the divided side units 3b of 3a, the lower ends of the divided side units 31) are joined together with their arcuate outer peripheries, and a notch is provided at the inner periphery. This notch has a shape obtained by cutting out a quarter square from a quarter million yen, and has a shape that can circumscribe the inner peripheral divided bottom plate 5d.

外周補充底版5Cは、長方形をなし最下部の各補充側部
ユニツ1−30にそれぞれ対応して当該補充側部ユニッ
ト3Cの下端にそれぞれ接合一体1ヒされ、内周分割底
版5dに外接してそれぞれ分離可能に接合されるととも
に各外周分割底版51j。
The outer supplementary bottom plate 5C has a rectangular shape and is integrally joined to the lower end of the supplementary side unit 3C corresponding to each of the lowermost supplementary side units 1-30, and is circumscribed to the inner circumferential divided bottom plate 5d. Each outer circumferential divided bottom plate 51j is separably joined.

5b間に介在して互いに分離可能に接合される。5b and are separably joined to each other.

中継補充底版5elユ、正方形をなし、各外周分割底版
5bの切欠きと外周補充底版5Cの辺縁に囲まれた正方
形部分にそれぞれ分離可能に接合される。
The relay replenishment bottom plate 5el has a square shape, and is separably joined to a square portion surrounded by the notch of each outer peripheral divided bottom plate 5b and the edge of the outer peripheral replenishment bottom plate 5C.

底部5の上記各接合部分は、側部3の接合部分と同様に
水密バラギンを介して7ランジをポル1〜・ナツトで締
結される。
The above-mentioned joint parts of the bottom part 5, like the joint parts of the side part 3, are fastened to each other through watertight barragins through the 7 langes and nuts.

隔壁体6の底部5の中央に開口された鋼管支柱挿入孔4
の周縁部外側には水密性のバッキングチューブ16が取
りfJけられており、隔壁体6内に導入した図示しない
空気注入ノズルからチューブ内に圧力空気を注入するこ
とにより、飛管支往2と鋼管支柱挿入孔4との間隙が密
閉される。
A steel pipe support insertion hole 4 opened at the center of the bottom 5 of the partition wall 6
A watertight backing tube 16 is installed on the outside of the peripheral edge of the backing tube 16, and by injecting pressurized air into the tube from an air injection nozzle (not shown) introduced into the partition wall 6, the flight tube branch 2 and The gap with the steel pipe support insertion hole 4 is sealed.

隔壁体6の内部の各分割底版5a上には鋼管支柱保持手
山17が設けである。この保持手回はそれぞれ筒状側部
3の内面から中央に向けた四方向のジヤツキ18.18
・・・とその各ジヤツキの移動端に取り付けたIM管抑
圧パッド1つとからなり、各ジヤツキ1日を伸長させて
各バッド゛19の中央に支社2を挟持させることにより
、当該支社2に対して固定されるようにしている。
A steel pipe support support lever 17 is provided on each divided bottom plate 5a inside the partition body 6. These holding turns are four-way jacks 18.18 from the inner surface of the cylindrical side part 3 toward the center.
... and one IM pipe suppression pad attached to the moving end of each jack, and by extending each jack one day and sandwiching the branch office 2 in the center of each pad 19, it is possible to suppress the branch office 2. and fixed.

また、底部5の上面には、水中ポンプ20が設置され、
このポンプ20の作動により、側部3の内面に沿って立
ら上がり外部へ導出された排水管21を通じて、水を排
出さけ、隔壁体6内に滲み出る水が溜るのを防止し、作
業用空間が確保される。
Further, a submersible pump 20 is installed on the upper surface of the bottom portion 5,
The operation of the pump 20 prevents water from being discharged through the drain pipe 21 that rises along the inner surface of the side part 3 and is led out to the outside, and prevents water seeping into the partition wall 6 from accumulating. Space is secured.

次に本実施例に係る装置の使用方法について説明する。Next, a method of using the apparatus according to this embodiment will be explained.

前述したra壁体6を主体として装置を使用現場の近く
で組立て、図示しないタグボートをもって支柱2の位置
まで曳航し、隔壁体6の締結具13を外し、分割体6a
 、5aを蝶番12を中心にして間き、中央の鋼管支柱
挿入孔4内に支柱2が位置されるように水上を移動させ
た後、各フロート内に必要に応じて注排水し浮力を51
整して隔壁体6の高さを取付高さ位置に合わせ1両分割
体6a。
The device is assembled near the site of use, mainly consisting of the above-mentioned RA wall body 6, is towed to the position of the support column 2 by a tugboat (not shown), the fasteners 13 of the bulkhead body 6 are removed, and the divided body 6a is assembled.
, 5a are spaced around the hinge 12, and moved on the water so that the support 2 is positioned in the central steel pipe support insertion hole 4, and then water is poured into each float as necessary to increase the buoyancy 51.
Adjust the height of the partition wall body 6 to the mounting height position and install the one-car divided body 6a.

6aを閉じる。Close 6a.

その際隔壁体6の周囲はパツキン16によって密封され
る。その後隔壁体の外部に備えた図示しない油圧ポンプ
によって鋼管支柱保持手段17゜17の各ジヤツキ18
.18・・−を伸長させて支柱2を挟持さゼ隔壁体6を
支柱に強固に取り付ける。
At this time, the periphery of the partition wall 6 is sealed with a packing 16. Thereafter, each jack 18 of the steel pipe column holding means 17° 17 is moved by a hydraulic pump (not shown) provided outside the partition body.
.. 18 .

しかる後、水中ポンプ20を作動させて隔壁体6内の水
を排出し、隔壁体6内の作業空間を形成し、その後も水
中ポンプ20は引続き作動させておき、隔壁体6内に滲
み出てくる水を排出する。
After that, the submersible pump 20 is operated to discharge the water inside the partition wall 6 to form a working space inside the partition wall 6. After that, the submersible pump 20 is continued to be operated to remove water that seeps into the partition wall body 6. Drain the water that comes out.

このようにして隔壁体6をvR着し、その内部に作業空
間を形成保持した状態で、隔壁体6内において、支柱2
に対する所要の補強作業を行うことができる。
In this manner, the partition wall 6 is attached to the vR, and with a working space formed and maintained inside the partition wall 6, the pillars 2
Necessary reinforcement work can be carried out.

補強作業が終了した後、次の補強対象が近い場所であれ
ば、締付具13を外して分割体6a、6aをUいに開き
、支柱2からR壁体6全体を外し、水上を曳航し、次の
補強作業を行う。また、次の作泉揚所が遠い場合は、適
当な大きさに分解してトラックによる陸上輸送を行うこ
とができる。
After the reinforcement work is completed, if the next reinforcement target is nearby, remove the fasteners 13, open the divided bodies 6a, 6a, remove the entire R wall 6 from the support 2, and tow it on the water. Then perform the following reinforcement work. In addition, if the next production station is far away, it can be disassembled into appropriate sizes and transported overland by truck.

第5図(a)は、外径が小さい小型鋼管支柱を対象とす
る場合に、本発明を適用した?!1強作乗用装はの一実
施例を示す101図である。この場合]1/e側部23
及び底部25が全体として小型にな・・ンている以外は
大型jA管支柱をス(象とした前記実施例の場合と同じ
である。
FIG. 5(a) shows that the present invention was applied to a small steel pipe support with a small outer diameter. ! FIG. 101 is a diagram showing one embodiment of the most popular riding equipment. In this case] 1/e side part 23
This is the same as in the previous embodiment in which a large JA pipe support is used, except that the bottom portion 25 is made smaller as a whole.

この場合、筒状側部23を構成する環状側部ユニット2
3a1ユ、第5図(b)及び(C)に示すように前記実
施例の部会に用いた捕充側部ユニツ1−3Cを除外し、
四半分n形断面の分割側部ユニット3bをそのまま使J
4]、水密パツキン9を介在させフランジ7a、7a及
てf7b、711を合4〕セボルト・ナラ1−8で4結
lノ円筒状に組立てられる。
In this case, the annular side unit 2 constituting the cylindrical side part 23
3a1, as shown in FIGS. 5(b) and (C), excluding the capture side unit 1-3C used in the subcommittee of the above embodiment,
The split side unit 3b with a quarter n-shaped cross section can be used as is.
4], the flanges 7a, 7a and f7b, 711 are assembled into a cylindrical shape with 4 knots 1-8 with a watertight packing 9 interposed therebetween.

また、底部25は分ス]j武版25.−iな分割側部ユ
ニ!lト3bに対応する外周分割底版5bと、内周分ス
1j底版5dとで構成し、前記実施例の場合に用いたこ
れらの各ユニットをそのまま使用して豆いに接合し、円
形に組立てられる。
Also, the bottom part 25 is divided into 25. - i split side uni! It is composed of an outer circumference divided bottom plate 5b corresponding to the bottom plate 3b and an inner circumference divided bottom plate 5d, and these units used in the above embodiment are used as they are, joined to the base, and assembled into a circle. It will be done.

第6図は、各環状側部ユニツl−338を構成する複数
の各分割側部ユニット33bをそれぞれ独立した密閉型
とし、独立したフロートとした場合の実施例を示す粗断
面図である。
FIG. 6 is a rough sectional view showing an embodiment in which each of the plurality of divided side units 33b constituting each annular side unit 1-338 is made into an independent sealed type and is made into an independent float.

この場合、各分割側部ユニット33bは、外周面に突設
した上下2箇所に内部に連通ずる上方の注排気柱30及
び下方の注排水管31がそれぞれ弁30a、31aを介
して取り付けられている。
In this case, in each divided side unit 33b, an upper inlet/exhaust column 30 and a lower inlet/drain pipe 31 communicating with the interior are attached to two upper and lower locations protruding from the outer peripheral surface via valves 30a and 31a, respectively. There is.

この場合の注排水方法について説明すると、注排気管3
0及び注排水管31の弁30a及び31aを開とし、フ
ロートが水面上にあるときは、第7図(a )及び(b
 ”)にそれぞれ示すように、注排水包31を通じ1ポ
ンプによる強制注水34a及び内部水圧による自然排水
34bを1:′iい、フロートが水面下にあるときは、
第7図(C)及び(d >にそれぞれ示すように、注排
水管31を通じて外部水圧による自然注水34a及び−
上方の注排気管30から圧力空気35を注入して強制排
水34bを行うことができる。
To explain the injection and drainage method in this case, the injection and exhaust pipe 3
7 (a) and (b) when the float is above the water surface and the valves 30a and 31a of the water supply and drain pipe 31 are opened.
”), the forced water injection 34a by one pump and the natural drainage 34b by internal water pressure are carried out 1:'i through the water injection package 31, and when the float is under the water surface,
As shown in FIGS. 7(C) and (d), natural water injection 34a and -
Forced drainage 34b can be performed by injecting pressurized air 35 from the upper injection/exhaust pipe 30.

(発明の効果) 本発明は、上述の如く構成され、隔壁体の筒状側部は複
数に横割りした環状側部ユニットを重ね合わせて分離可
能に連結してなることにより、鋼管支柱の補強作業の高
さ及び作業現場の水深に対応して高さを容易に変更する
ことができ、前記環状側部ユニットは複数に縦割りされ
た分割側部ユニットと補充側部ユニットを儀え、底部は
前記環状側部ユニットの$l!割りに対応して複数に分
割した分割底版を分離可能に接合してなることにより、
トラックによる陸上輸送が可能で輸送費用の低減を図る
ことができ、各分割側部ユニットの縦割り端部間に介在
し分離可能に接合される補充側部ユニットをWll12
することにより、隔壁体の内径を変更することができ、
種々の太さの鋼管支柱に対しても常に作業スペースを確
保し1!:jる等の効果を有する。
(Effects of the Invention) The present invention is configured as described above, and the cylindrical side portion of the partition body is formed by overlapping and separably connecting a plurality of horizontally divided annular side units, thereby reinforcing steel pipe struts. The height can be easily changed according to the height of the work and the water depth of the work site. is $l of said annular side unit! By joining the split bottom plate that is divided into multiple parts according to the split so that they can be separated,
Wll12 is a supplementary side unit that can be transported overland by truck, reducing transportation costs, and is interposed between the longitudinally divided ends of each divided side unit and separably joined.
By doing so, the inner diameter of the partition body can be changed,
Always secure work space for steel pipe supports of various thicknesses! : It has the effect of ru.

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

第1図は、本発明の一実施例に係る水中鋼管支柱の補強
作業用装置の要部を示す斜視図、第2図(a )は同上
縦断面図、第2図(b)は補充側部ユニットを示す斜視
図、第3図は同上の一部横断面図、第4図は底部を示す
平面図、第5図(a >し小型鋼管支柱の補強作業用装
置に適用した本発明の実施例を示す横断面図、第5図(
b)は第5図<a )のA部詳細平面図、第5図(C)
は第5図(a )のB−8矢視図、第6図は側部の突形
例を示す縦断面図、第7図(a )乃至(ル)はフロー
トへの注排水方法を示す側面図である。 1・・・桟橋、2・・・水中鋼管支柱、3・・・筒状側
部、3a・・・環状側部ユニット、3b・・・分割側部
ユニット、3C・・・補充側部ユニット、3d 、3e
・・・天板、3f・・・底板、3g・・・開口、4・・
・鋼管支柱挿入孔、5・・・!!部、5a・・・分割底
版、5b・・・外周分割底版、5C・・・外周補充底版
、5d・・・内周分割底版、5e・・・中継補充底版、
6・・・隔壁体、6a・・・分割体、7a、7b・・・
フランジ、8・・・ボルト・ナラ1−19・・・水密パ
ツキン、10・・・送気管、10a・・・送気弁、11
・・・排気管、11a・・・排気弁、12・・・蝶番、
13・・・締結具、14・・・作業足場、15・・・タ
ラップ、16・・・バッキングチューブ、17・・・鋼
管支柱保持手段、18・・・ジヤツキ、19・・・鋼管
抑圧バッド、20・・・ポンプ、21・・・排水管、2
3・・・筒状側部、23a・・・環状側部ユニット、2
5・・・底部、25a・・・分割底版、3o・・−注排
気管、31・・・注排水管、30a、31a・・・弁、
33a・・・環状側部ユニット、33b・・・分割側部
ユニット、34a・・・注水、34b・・・排水、35
・・・圧力空気。 特 許 出 願 人  五洋建設株式会社/f〜・1、 代  理  人  弁理士   佐  々  木   
  功(゛ ・1第1図 第3図 第4図 第6図
FIG. 1 is a perspective view showing the main parts of a device for reinforcing underwater steel pipe struts according to an embodiment of the present invention, FIG. 2(a) is a longitudinal sectional view of the same, and FIG. 2(b) is a replenishing side. FIG. 3 is a partial cross-sectional view of the same as above, FIG. 4 is a plan view showing the bottom, and FIG. A cross-sectional view showing an example, FIG. 5 (
b) is a detailed plan view of part A in Fig. 5<a), Fig. 5(C)
is a view taken along arrow B-8 in Fig. 5(a), Fig. 6 is a vertical sectional view showing an example of a side protrusion, and Figs. 7(a) to (l) show a method of pouring water into the float. FIG. DESCRIPTION OF SYMBOLS 1... Pier, 2... Underwater steel pipe support, 3... Cylindrical side part, 3a... Annular side unit, 3b... Divided side unit, 3C... Replenishment side unit, 3d, 3e
...Top plate, 3f...Bottom plate, 3g...Opening, 4...
・Steel pipe support insertion hole, 5...! ! Part, 5a... Divided bottom plate, 5b... Outer circumference divided bottom plate, 5C... Outer circumference supplementary bottom plate, 5d... Inner circumference divided bottom plate, 5e... Intermediate supplementary bottom plate,
6...Partition body, 6a...Divided body, 7a, 7b...
Flange, 8... Bolt/narrow 1-19... Watertight gasket, 10... Air supply pipe, 10a... Air supply valve, 11
...Exhaust pipe, 11a...Exhaust valve, 12...Hinge,
13... Fastener, 14... Work scaffold, 15... Ramp, 16... Backing tube, 17... Steel pipe support holding means, 18... Jacket, 19... Steel pipe suppression pad, 20... Pump, 21... Drain pipe, 2
3... Cylindrical side part, 23a... Annular side unit, 2
5...Bottom, 25a...Divided bottom plate, 3o...-Inlet/exhaust pipe, 31...Inlet/outlet pipe, 30a, 31a...Valve,
33a...Annular side unit, 33b...Divided side unit, 34a...Water injection, 34b...Drainage, 35
...Pressure air. Patent applicant: Pentayo Construction Co., Ltd./f~・1, agent: Patent attorney Sasaki
Gong (゛ ・1 Figure 1 Figure 3 Figure 4 Figure 6

Claims (1)

【特許請求の範囲】[Claims] 少なくとも一部を開閉可能に連結した有底筒状の作業用
空間形成用隔壁体を備え、該隔壁体の底部中央に鋼管支
柱挿入孔を備え、その隔壁体に全体を水面上に浮上させ
るフロートを取り付けするとともに内部に作業用足場及
び鋼管支柱保持手段を備え、前記隔壁体を水上に浮上さ
せて水中鋼管支柱の外周に水密性を保持させて取り付け
し、その隔壁体内の水を排出することによって作業空間
が形成されるようにしてなる水中鋼管支柱の補強作業用
装置において、前記隔壁体の筒状側部は複数の横割りし
た環状側部ユニットを重ね合わせ分離可能に連結してな
り、さらに、該環状側部ユニットは複数に縦割りされた
円弧状断面の分割側部ユニットと該分割側部ユニットの
縦割り端部間に介在し分離可能に接合される補充側部ユ
ニットを備えたことを特徴とする水中鋼管支柱の補強作
業用装置。
A cylindrical working space-forming partition with a bottom connected to open and close at least a portion of the partition, a steel pipe support insertion hole in the center of the bottom of the partition, and a float that floats the entire partition above the water surface. At the same time, a working scaffold and a steel pipe support holding means are provided inside, and the partition body is floated above the water and attached to the outer periphery of the underwater steel pipe support while maintaining watertightness, and the water inside the partition body is discharged. In the apparatus for reinforcing underwater steel pipe struts, the cylindrical side part of the partition body is formed by stacking and separably connecting a plurality of horizontally divided annular side units, Further, the annular side unit includes a divided side unit having a circular arc cross section that is vertically divided into a plurality of pieces, and a supplementary side unit that is interposed between the vertically divided end portions of the divided side unit and is separably joined. A device for reinforcing underwater steel pipe supports, characterized by:
JP13615186A 1986-06-13 1986-06-13 Apparatus for reinforcing work of underwater steel pipe support Granted JPS62296061A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13615186A JPS62296061A (en) 1986-06-13 1986-06-13 Apparatus for reinforcing work of underwater steel pipe support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13615186A JPS62296061A (en) 1986-06-13 1986-06-13 Apparatus for reinforcing work of underwater steel pipe support

Publications (2)

Publication Number Publication Date
JPS62296061A true JPS62296061A (en) 1987-12-23
JPH0436230B2 JPH0436230B2 (en) 1992-06-15

Family

ID=15168504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13615186A Granted JPS62296061A (en) 1986-06-13 1986-06-13 Apparatus for reinforcing work of underwater steel pipe support

Country Status (1)

Country Link
JP (1) JPS62296061A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06180059A (en) * 1993-03-04 1994-06-28 Hiroshi Hirata Underwater work space creation and maintenance device
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
JP2019210663A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Method for constructing water blocking wall structure, hollow segment for constructing water blocking wall structure, scaffold attached to hollow segment, and water blocking wall structure with scaffold
JP2019210664A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Water blocking plate and water blocking wall structure
JP2019210662A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Method for constructing water blocking wall structure, method for deconstructing water blocking wall structure, and water blocking wall structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06180059A (en) * 1993-03-04 1994-06-28 Hiroshi Hirata Underwater work space creation and maintenance device
JP2010065399A (en) * 2008-09-08 2010-03-25 Toa Harbor Works Co Ltd Method of constructing water cut-off working space and water cut-off working box
JP2019210663A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Method for constructing water blocking wall structure, hollow segment for constructing water blocking wall structure, scaffold attached to hollow segment, and water blocking wall structure with scaffold
JP2019210664A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Water blocking plate and water blocking wall structure
JP2019210662A (en) * 2018-06-01 2019-12-12 Jfe建材株式会社 Method for constructing water blocking wall structure, method for deconstructing water blocking wall structure, and water blocking wall structure

Also Published As

Publication number Publication date
JPH0436230B2 (en) 1992-06-15

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