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JPS627325B2 - - Google Patents
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JPS627325B2 - - Google Patents

Info

Publication number
JPS627325B2
JPS627325B2 JP8710781A JP8710781A JPS627325B2 JP S627325 B2 JPS627325 B2 JP S627325B2 JP 8710781 A JP8710781 A JP 8710781A JP 8710781 A JP8710781 A JP 8710781A JP S627325 B2 JPS627325 B2 JP S627325B2
Authority
JP
Japan
Prior art keywords
water
filling
frame device
frame
water outlet
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
JP8710781A
Other languages
Japanese (ja)
Other versions
JPS57201409A (en
Inventor
Takao Kubota
Setsuo Yamanoi
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.)
Kawasaki Steel Metal Products and Engineering Inc
Original Assignee
Kawasaki Steel Metal Products and Engineering Inc
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 Kawasaki Steel Metal Products and Engineering Inc filed Critical Kawasaki Steel Metal Products and Engineering Inc
Priority to JP8710781A priority Critical patent/JPS57201409A/en
Publication of JPS57201409A publication Critical patent/JPS57201409A/en
Publication of JPS627325B2 publication Critical patent/JPS627325B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)

Description

【発明の詳細な説明】 従来水路等の補修を行う場合、水路を流れる水
量が多ければ何等かの方法で流水を止めるか、別
ルートを新設して下流へ導く必要がある。
[Detailed Description of the Invention] Conventionally, when repairing a waterway, etc., if the amount of water flowing through the waterway is large, it is necessary to stop the water flow by some method or create a new route to guide it downstream.

本発明は、流水をせき止める事なく又別ルート
を開設する事もなく、流水を本発明自体の一部を
利用する仮設水路を流下させつつ補修作業ができ
る工法と装置とを提供するものである。実施例の
一つに就いて説明する。
The present invention provides a construction method and device that allows repair work to be carried out while allowing running water to flow down a temporary waterway that utilizes a part of the present invention itself, without damming the flowing water or opening another route. . One of the embodiments will be explained.

鋼枠としては角パイプを使用し、各鋼枠は相互
にボルト結合とし、分解組立自在とする。枠装置
の前面及び後面は、枠装置沈入の時の抵抗を少く
する為と中詰材の流出防止の為との作用上格子構
造とし、それぞれ枠間に張設したグレーチングを
ボルト取付する様に作る。枠装置の底面には中詰
材の重量を鋼枠主構造に伝達できる程度に平鋼等
を数本ボルト結合する。この様にして第3図正面
に於ては上下辺が平行で、下辺が小である梯形に
構成、下辺に対応する上辺との間は流水の通路た
る流水口1とする。その左右の正面図に於ける三
角形部は中詰部2であり、その上面3,3から例
へば袋詰の砂のような中詰材を投入する。その中
詰部の前面(第2図左斜面)及び後面(同図右直
立面)にはグレーチングを施して格子構造とす
る。流水口1の後部(第1図上部)には水門を設
け、門扉7により流水量を調節する。水門8の後
部である枠装置の後面9にはコルゲート管5取付
用の鍔15を設ける。(第2図)水門の門柱6に
沿うて門扉7は上下動する。4はコルゲート管5
への流水出口である。内側面10,13は止水構
造とする。第2,4図に示す様に枠装置下面の水
密性を確保するため内孔12を有する水密ゴム体
11を図中紙面に直角方向に設ける事がある。流
水出口4と枠装置との間は予め防水布等によつて
塞いでおく。
A square pipe is used as the steel frame, and each steel frame is connected to each other with bolts so that it can be disassembled and assembled freely. The front and rear surfaces of the frame device have a lattice structure to reduce the resistance when the frame device sinks and to prevent the filling material from flowing out, and the gratings stretched between the frames are attached with bolts. make it. Several flat steels or the like are bolted to the bottom of the frame device to the extent that the weight of the filling material can be transferred to the main structure of the steel frame. In this way, in the front view of FIG. 3, the upper and lower sides are parallel and the lower side is small, forming a trapezoidal shape, and between the lower side and the corresponding upper side is a water outlet 1 which is a passage for running water. The triangular parts in the left and right front views are the filling parts 2, into which a filling material such as bagged sand, for example, is fed from the upper surfaces 3, 3. Grating is applied to the front surface (left slope in FIG. 2) and rear surface (right upright surface in FIG. 2) of the filling part to form a lattice structure. A water gate is provided at the rear of the water outlet 1 (upper part of FIG. 1), and a gate 7 adjusts the amount of water flowing. A collar 15 for attaching the corrugated pipe 5 is provided on the rear surface 9 of the frame device, which is the rear part of the water gate 8. (Fig. 2) The gate 7 moves up and down along the gate post 6 of the water gate. 4 is corrugated pipe 5
It is a running water outlet. The inner surfaces 10 and 13 have a waterproof structure. As shown in FIGS. 2 and 4, a watertight rubber body 11 having an inner hole 12 may be provided in a direction perpendicular to the plane of the paper in order to ensure watertightness of the lower surface of the frame device. The space between the water outlet 4 and the frame device is sealed in advance with a waterproof cloth or the like.

上記の枠装置はボルト結合によつて分解、組立
自在とする。
The above frame device can be disassembled and assembled freely by bolt connection.

本発明の方法は上記の様な枠装置を用いるもの
であつて、施工すべき水路の上流に流れと直角に
本装置を上から沈入させ、中詰材を中詰部2,2
に充填させると流れは次第に流水口4へ向つて集
中し、他方中詰材によつて枠装置全体は流水に抗
しつつ中詰材の重量が加はるにつれ次第に安定し
止水する。従つて流水口のみから流出する状態と
なれば門扉を閉じて一時的に流水を止めておい
て、コルゲート管5を取付ける。この後門扉7を
開いて流水を仮水路に流しておいて工事を開始す
る。工事終了後は逐次中詰材を除き、枠装置のみ
をクレーン等で引き揚げて、陸上で分解し運び去
るのである。
The method of the present invention uses the above-mentioned frame device, in which the device is sunk from above at right angles to the flow upstream of the waterway to be constructed, and the filling material is placed in the filling portions 2 and 2.
When filled with water, the flow gradually concentrates toward the water outlet 4, while the filling material makes the entire frame device resist the flowing water, and as the weight of the filling material increases, it gradually stabilizes and stops water. Therefore, if water flows out only from the water inlet, the gate is closed to temporarily stop the flow of water, and the corrugated pipe 5 is attached. After this, the gate 7 is opened to allow running water to flow into the temporary waterway, and construction begins. After construction is completed, the filling material is removed one by one, and only the frame equipment is lifted up using a crane, etc., and disassembled on land and transported away.

従つて本発明によれば、同一河川巾の場合は勿
論近似的巾の場合は幾度も再使用ができるので、
在来の様に工事の度にその場の仮締切工事を行う
ことなく、極めて短時間で容易に仮締切を行い得
ると共に、分解運び去るのが迅速で簡単であるか
ら機動性があり、工期短縮、コスト低下、機動性
発揮等幾多の効果を奏するものである。
Therefore, according to the present invention, not only in the case of the same river width but also in the case of an approximate width, it can be reused many times.
Temporary cofferdams can be easily installed in an extremely short period of time without having to perform temporary cofferdam work on the spot each time construction is carried out, as is the case with conventional methods. In addition, it is quick and easy to disassemble and transport, which improves mobility and reduces construction time. This has many effects such as shortening the time, reducing costs, and improving mobility.

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

第1図は本発明枠装置の平面図第2図は側面
図、第3図は正面図、第4図は一部の側面図第5
図は説明用の斜視図である。 1…流水口、2…中詰部、3…上面、4…流水
口、5…コルゲート管、6…門柱、7…門扉、8
…水門、9…後面。
Fig. 1 is a plan view of the frame device of the present invention, Fig. 2 is a side view, Fig. 3 is a front view, and Fig. 4 is a partial side view.
The figure is a perspective view for explanation. 1... Water outlet, 2... Filling part, 3... Upper surface, 4... Water outlet, 5... Corrugated pipe, 6... Gate post, 7... Gate, 8
...Sluice gate, 9...rear side.

Claims (1)

【特許請求の範囲】 1 鋼枠によつて正面は、下辺が小である梯形
で、側面は下辺が大である梯形の中空箱体に構成
し、その正面中央には流水調節用水門を有する流
水口を設け、その左右には中詰材を充填し得る中
詰部を構成した枠装置を使用し、河川流水中に該
枠装置を沈入させた後中詰部に中詰材を充填し流
水を流水口のみから排出させ、工事終了後枠装置
を取除く水路仮締切枠装置工法。 2 鋼枠を組合はせて正面は下辺が小である梯形
で、側面は下辺が大である如き梯形をなす中空箱
体に構成し、その正面中央には流水調節用水門を
有する流水口を設け、その左右には中詰材を充填
する中詰部を設け、鋼枠はそれぞれ分解可能に結
合して成る水路仮締切用の枠装置。
[Scope of Claims] 1 The front face is formed into a trapezoidal shape with a small lower side, and the side face is formed into a trapezoidal hollow box body with a large lower side using a steel frame, and a water gate for regulating flow is provided in the center of the front side. A water outlet is provided, and a frame device is used on the left and right sides of which constitute a filling part into which filling material can be filled, and after the frame device is submerged in river running water, the filling material is filled into the filling part. A waterway temporary cofferdam construction method in which running water is discharged only from the water outlet, and the frame is removed after construction is completed. 2 The steel frames are combined to form a hollow box with a trapezoidal front with a small bottom edge and a trapezoid shaped side with a large bottom edge, with a water outlet with a water control sluice in the center of the front. A frame device for temporary cofferdam of a waterway, in which a filling part is provided on the left and right sides of the filling part for filling with filling material, and the steel frames are connected to each other so that they can be disassembled.
JP8710781A 1981-06-04 1981-06-04 Temporary coffering work for waterway and coffering frame device therefor Granted JPS57201409A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8710781A JPS57201409A (en) 1981-06-04 1981-06-04 Temporary coffering work for waterway and coffering frame device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8710781A JPS57201409A (en) 1981-06-04 1981-06-04 Temporary coffering work for waterway and coffering frame device therefor

Publications (2)

Publication Number Publication Date
JPS57201409A JPS57201409A (en) 1982-12-09
JPS627325B2 true JPS627325B2 (en) 1987-02-17

Family

ID=13905715

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8710781A Granted JPS57201409A (en) 1981-06-04 1981-06-04 Temporary coffering work for waterway and coffering frame device therefor

Country Status (1)

Country Link
JP (1) JPS57201409A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS628032U (en) * 1985-06-28 1987-01-19

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS628032U (en) * 1985-06-28 1987-01-19

Also Published As

Publication number Publication date
JPS57201409A (en) 1982-12-09

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