JPS6117620A - Rising and falling type gate - Google Patents

Rising and falling type gate

Info

Publication number
JPS6117620A
JPS6117620A JP13673784A JP13673784A JPS6117620A JP S6117620 A JPS6117620 A JP S6117620A JP 13673784 A JP13673784 A JP 13673784A JP 13673784 A JP13673784 A JP 13673784A JP S6117620 A JPS6117620 A JP S6117620A
Authority
JP
Japan
Prior art keywords
gate
sheave
door body
door
steel pipe
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.)
Pending
Application number
JP13673784A
Other languages
Japanese (ja)
Inventor
Fuminao Tanitomi
谷冨 史直
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.)
Kaisei Kogyo KK
Original Assignee
Kaisei 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 Kaisei Kogyo KK filed Critical Kaisei Kogyo KK
Priority to JP13673784A priority Critical patent/JPS6117620A/en
Publication of JPS6117620A publication Critical patent/JPS6117620A/en
Pending 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
    • E02B7/40Swinging or turning gates
    • E02B7/44Hinged-leaf gates

Landscapes

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

Abstract

PURPOSE:To prevent the distortion of a rising and falling type gate by a method in which a hollow strut is fixed to the side end portion of the gate, and a supporter for the rotary shaft of a sheave is set in the hollow strut. CONSTITUTION:The lower end of a gate 1 is rotatably attached with a hinge 2 and a compensatory steel tube 4 is attached to the upper part of the gate 1. A hollow strut 6 is fixed to the side end portion of the gate 1 and a supporter 18 for the rotary shaft 17 of a sheave 11 is set in the strut 6. The sheave 11 is provided in the side door catch portion 10 provided on the side of the gate 1 and a winder 14 engaged with the sheave 11 is connected to the winding wire 12 of the gate 1. Since the gate 1 is reinforced by the supporter 6, even when great loads are applied to the gate 1 during the flood period and when the gate is wound up and great distortional moment is applied to the gate, the distortion can be suppressed to a minimum.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、農業用水路等の各種水路に設置される起伏式
ゲートに関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a undulating gate installed in various waterways such as agricultural waterways.

(発明の背景) この種起伏式ゲートとして、扉体の下端部をヒンジ部に
より河床上に回転自在に取り付け、該扉体の側部に設け
られたシーブに調帯された扉体巻き上げ用ワイヤを巻き
上げることにより、上記扉体を上記ヒンジ部を中心に回
転させて起立させる形式のものが広〈実施されている。
(Background of the Invention) In this type of undulating gate, the lower end of the gate body is rotatably mounted on the river bed by a hinge part, and a wire for hoisting the gate body is tied to a sheave provided on the side of the gate body. A type of door body is widely used in which the door body is rotated about the hinge part and raised by rolling it up.

第5図はこの種従来の起伏式ゲートであって、扉体5a
の上部には補強用鋼管5bが取り付けられており、該銅
管5bにより扉体5aに作用する力、殊にねじりモーメ
ントに対抗するようになっている。シーブ5cは側部戸
当り5d内に収納されており、その回転軸5eはその一
端を扉体5a内部の側部に取り付けられた支持部材5f
に支持されている。5gはシーブ5cに調帯された扉体
巻き上げ用ワイヤであり、河床に転倒した扉体aを起立
させるときは、巻き上げ装置(図外)を操作して該ワイ
ヤ5gを巻き上げる。しかしてかかる形式のゲートの場
合、扉体5aはワイヤ5gによりその側端部を支持され
ているため該ワイヤ5g側の側端部5hに最大応力を生
じて該側端部5hがねじれやすい欠点があった。またシ
ーブ5cは、なるべく高い位置に設けた方が、ワイヤ5
gの巻き上げ操作上有利であり、したがって鎖線にて示
すように上記鋼管5bの側方などのなるべく高い位置に
設けることが望ましいのであるが、鋼管5bは中空円筒
体であるため、支持部材5fの取り付は部材51.5ノ
を鋼管5bの内部にしっかりと取り付けることは難しく
、またこれらを鋼管5bの内部に無理に取り付けると、
鋼管5bに過大な荷重がかかりすぎて該鋼管5bが極度
にねじれたり破壊されたりする虞れがあり、このため従
来、この種シーブ5cの支持部材5fは、図示するよう
に鋼管5bよりも下方の扉体5a内部に固設された取り
付は部材5i、’5jに取り付けられていた。
FIG. 5 shows a conventional undulating gate of this kind, with a door body 5a.
A reinforcing steel pipe 5b is attached to the upper part of the door body 5a, and the copper pipe 5b resists the force acting on the door body 5a, especially the torsional moment. The sheave 5c is housed in a side door stop 5d, and its rotating shaft 5e has one end attached to a support member 5f attached to the side inside the door body 5a.
is supported by Reference numeral 5g is a wire for winding up the door body tied to the sheave 5c, and when the door body a that has fallen on the river bed is to be erected, the wire 5g is wound up by operating a winding device (not shown). However, in the case of this type of gate, since the side end portion of the gate body 5a is supported by the wire 5g, the maximum stress is generated at the side end portion 5h on the wire 5g side, and the side end portion 5h tends to be twisted. was there. Also, it is better to install the sheave 5c at a higher position than the wire 5c.
It is advantageous for the winding operation of the support member 5f, and therefore it is desirable to provide it at a position as high as possible, such as on the side of the steel pipe 5b as shown by the chain line.However, since the steel pipe 5b is a hollow cylinder, the support member 5f is It is difficult to attach the members 51.5 securely to the inside of the steel pipe 5b, and if they are forcibly attached to the inside of the steel pipe 5b,
There is a risk that an excessive load will be applied to the steel pipe 5b and the steel pipe 5b will be extremely twisted or destroyed.For this reason, conventionally, the supporting member 5f of this type of sheave 5c has been placed below the steel pipe 5b as shown in the figure. The attachments fixed inside the door body 5a were attached to members 5i and '5j.

(発明の概要) 本発明は上記事情に鑑みてなされたものであって、本発
明の第一の目的は扉体の側端部を構造的に強化してねじ
れにくいものとすることにある。
(Summary of the Invention) The present invention has been made in view of the above-mentioned circumstances, and the first object of the present invention is to structurally strengthen the side end portion of the door body to make it difficult to twist.

さらに本発明の第二の目的は、シーブを補強用鋼管の側
方を含む扉体側方の任意の場所に簡単に取り付けできる
ようにした起伏式ゲートを提供することにある。このた
めに本発明は、扉体の側端部に中空支柱体を固着し、該
支柱体の内部にシーブの回転軸の支持部材を配設したも
のである。
A second object of the present invention is to provide an undulating gate in which a sheave can be easily attached to any location on the side of the gate body, including on the side of the reinforcing steel pipe. For this purpose, in the present invention, a hollow support is fixed to the side end of the door, and a support member for the rotation shaft of the sheave is disposed inside the support.

(実施例) 以下、図面を参照しながら本発明の詳細な説明を行う。(Example) Hereinafter, the present invention will be described in detail with reference to the drawings.

第1図は本発明に係る起伏式ゲートの背面図、第2図は
要部背面斜視図、第3図は同断面図、第4図は側面図で
ある。1は扉体であり、その下端部をヒンジ部2を介し
て河床3上に回転自在に取り付けられている。4は扉体
1の上部に取り付けられた中空の補強用鋼管、5は水切
りである。6は扉体1の側端部に固着された中空支柱体
であって、その形状は略矩形長箱状であり、その上部は
鋼管4の上方まで突出している。8は支柱体6の補強板
、9はカバー板である。なお該支柱体6の詳細は後述す
る。
FIG. 1 is a rear view of the undulating gate according to the present invention, FIG. 2 is a rear perspective view of the main part, FIG. 3 is a sectional view thereof, and FIG. 4 is a side view. Reference numeral 1 denotes a door body, the lower end of which is rotatably mounted on a river bed 3 via a hinge part 2. 4 is a hollow reinforcing steel pipe attached to the upper part of the door body 1, and 5 is a drainer. Reference numeral 6 denotes a hollow support column fixed to the side end portion of the door body 1, which has a substantially rectangular box shape, and its upper portion protrudes above the steel pipe 4. 8 is a reinforcing plate for the support column 6, and 9 is a cover plate. Note that details of the support column 6 will be described later.

10.10は側部戸当りであって、ステンレス板から成
っており、一方の戸当り10の内部にはシーブ11が収
納されている。12は扉体巻き上げ用ワイヤであって、
シーブ11に調帯されており、その一端部は戸当り10
内の止具13に固着されており、またその他端は巻き上
げ装置14のホイール15に巻回されている。河床3上
に転倒した扉体1を起立させるときは、そのハンドル1
6を回転操作すれば、ワイヤ12は巻き上げられ、扉体
1は上記ヒンジ部2を中心に回転して起立する。17は
シーブ12の回転軸であって、上記支柱体6の上部に配
設された板状の支持部材18.18にその一端部を支持
されている。21.21は支持部材工8.18の取り付
は板である。回転軸17が配設された支柱体6の上部背
面は開口部19となって、おり、後述するように本ゲー
トを河床3上に組み立て設置するときは、該開口部19
から手を差し入れて回転軸17を所定位置まで摺動させ
る。7は戸当り10の内壁面に形成された回転軸17の
円弧状ガイド溝である。23は上記回転軸17に取り付
けられたガイド溝7の円弧状カバー板であり、扉体1が
河床3上に倒伏した状態で、上記ガイド溝7を閉鎖し、
戸当り10内にゴミ類が侵入してワイヤ12やシーブ1
1に付着し、扉体1の巻き上げ操作に支障をきたすのを
防止する。20は戸当り10の外壁面に設けられた円筒
状収納体であり、扉体1を河床3上に組み立て設置する
際に、上記回転軸17は該収納体20内に一時的に収納
される。次に該収納体20の設置理由を述べる。
Reference numeral 10.10 denotes a side door stop, which is made of a stainless steel plate, and a sheave 11 is housed inside one of the door stops 10. 12 is a wire for winding up the door body,
It is tied to the sheave 11, and one end of it is tied to the doorstop 10.
It is fixed to a stopper 13 inside, and the other end is wound around a wheel 15 of a winding device 14. When raising the door body 1 that has fallen onto the river bed 3, use the handle 1
6 is rotated, the wire 12 is wound up, and the door body 1 rotates around the hinge portion 2 and stands up. Reference numeral 17 denotes a rotating shaft of the sheave 12, one end of which is supported by a plate-shaped support member 18.18 disposed on the upper part of the support column 6. 21.21 is a plate for mounting the supporting member work 8.18. The upper back side of the support column 6 on which the rotating shaft 17 is disposed is an opening 19, and when this gate is assembled and installed on the river bed 3 as described later, the opening 19 is
Insert your hand from there and slide the rotating shaft 17 to a predetermined position. Reference numeral 7 denotes an arc-shaped guide groove for the rotating shaft 17 formed on the inner wall surface of the door stop 10. 23 is an arcuate cover plate for the guide groove 7 attached to the rotating shaft 17, which closes the guide groove 7 when the door body 1 is laid down on the riverbed 3;
Garbage enters the doorstop 10 and damages the wire 12 and sheave 1.
1 and prevent it from interfering with the winding operation of the door body 1. Reference numeral 20 denotes a cylindrical storage body provided on the outer wall surface of the door stop 10, and when the door body 1 is assembled and installed on the riverbed 3, the rotating shaft 17 is temporarily stored in the storage body 20. . Next, the reason for installing the storage body 20 will be described.

この種ゲートの組み立て施工は、まず水路の両側部に戸
当り10.10を設置してその側部22.22のコンク
リート打ちを行った後、戸当り10.10の間に扉体1
が設置される。その場合、シーブ11の回転軸17の配
設手段が問題となる。すなわち回転軸17は、第3図実
線位置に配設されてシーブ11を回転自在に支持するも
のであるが、扉体1を上述のように設置する際に回転軸
17が該位置にあると、戸当り10内壁面から扉体1側
へ突出する該回転軸′17の一端部が扉体1設置の障害
物となり、扉体1を戸当り10.10の間に設置するこ
とが難しくなる。しかして本ゲートにあっては、扉体1
を設置する際は、第3図鎖線にて示すように回転軸17
を収納体20の内部に退去させて収納しておき扉体1を
戸当り10.10の間に設置した後、上記開口部19か
ら手を差し入れて回転軸17を同図において右方へ摺動
させ、その一端部をカバー板23の端部に形成された取
り付は孔231を通しながら、支柱体6内の支持部材1
8.18に支持させればよい。このように扉体1の組み
立て時には、回転軸17を収納体20内に−・時的に収
納するようにすれば、該回転軸17が扉体1設置の障害
物となることはなく、扉体1を簡単に組み立てることが
できる。なお、上記開口部19は、回転軸17を支持部
材18.18に支持させて扉体1を設置した後には、カ
バー板等の閉鎖部材により閉鎖してもよい。また回転軸
17を支持部材18.18に支持させたならば、両者は
溶接手段などにより固着される。
To assemble and construct this type of gate, first install the doorstops 10.10 on both sides of the waterway, pour concrete on the sides 22.22, and then place the doorstops 10.10 between the doorstops 10.10.
will be installed. In that case, the arrangement of the rotating shaft 17 of the sheave 11 becomes a problem. That is, the rotating shaft 17 is disposed at the position indicated by the solid line in FIG. , one end of the rotating shaft '17 protruding from the inner wall surface of the door stop 10 toward the door body 1 becomes an obstacle to installing the door body 1, making it difficult to install the door body 1 between the door stops 10 and 10. . However, in this gate, the door body 1
When installing the rotating shaft 17 as shown by the chain line in Figure 3,
After removing and storing the door body 1 inside the storage body 20 and installing the door body 1 between the doorstops 10 and 10, insert your hand through the opening 19 and slide the rotating shaft 17 to the right in the figure. The attachment hole 231 formed at the end of the cover plate 23 is inserted into the support member 1 in the support column 6.
8.18 should be supported. In this way, when assembling the door body 1, if the rotating shaft 17 is temporarily stored in the storage body 20, the rotating shaft 17 will not become an obstacle for installing the door body 1, and the door Body 1 can be assembled easily. Note that the opening 19 may be closed by a closing member such as a cover plate after the rotating shaft 17 is supported by the support member 18, 18 and the door body 1 is installed. Further, once the rotating shaft 17 is supported by the supporting members 18 and 18, the two are fixed together by welding means or the like.

上記構成において、殊に洪水時や扉体巻上げ時には扉体
1に大きな荷重がかかり、そのため扉体lや補強用鋼管
4には大きなねじれモーメントが加わるが、本扉体1の
側端部には中空支柱体6が固着されて補強されているの
で、ががる荷重に十分に対抗でき、扉体1や鋼管4のね
じれを極小に抑えることができる。また扉体lの側端部
に支柱体6を設けているので、シーブ11を任意の場所
に設置することができる。すなわち上述したようにシー
ブ11はなるべく高い位置に設置した方が巻きFげ操作
上有利であるが、従来のゲートの場合、第5図に示すよ
うに扉体5aの上部には中空の補強用鋼管5bが取り付
けられていたため、該鋼管5bの側方にシーブ5cを設
置することは難しく、したがって鋼管5bよりも下方の
扉体5a側方にシーブ5cは設けられていた。しかしな
がら本発明に係るゲートにあっては、支柱体6を支持部
材18.18の配設部として活用できるので、鋼管4の
側方を含む扉体1側方の任意位置にシーブ11を配設す
ることができる。さらにはゲート設置現場の地形的な制
約等により、シーブ11を鋼管4よりもずっと下方に設
けねばならない場合も難なくそうすることができる。こ
のように扉体1の側端部に支柱体6を設け、該支柱体6
をシーブ回転軸17の配設部として活用するようにすれ
ば、単に扉体lの補強となるだけでなく、シーブ11の
設置位置を自由に決定できる利点がある。
In the above configuration, a large load is applied to the door body 1 especially during a flood or when the door body is rolled up, and therefore a large torsion moment is applied to the door body l and the reinforcing steel pipe 4. Since the hollow support column 6 is fixed and reinforced, it can sufficiently resist the buckling load, and twisting of the door body 1 and the steel pipe 4 can be suppressed to a minimum. Furthermore, since the support column 6 is provided at the side end of the door l, the sheave 11 can be installed at any location. That is, as mentioned above, it is advantageous for the winding operation to install the sheave 11 as high as possible, but in the case of conventional gates, as shown in FIG. Since the steel pipe 5b was attached, it was difficult to install the sheave 5c on the side of the steel pipe 5b, and therefore the sheave 5c was provided on the side of the door body 5a below the steel pipe 5b. However, in the gate according to the present invention, since the support column 6 can be used as a placement part for the support member 18.18, the sheave 11 can be placed at any position on the side of the gate body 1, including the side of the steel pipe 4. can do. Furthermore, even if the sheave 11 must be installed far below the steel pipe 4 due to topographical restrictions at the gate installation site, this can be done without difficulty. In this way, the pillar body 6 is provided at the side end of the door body 1, and the pillar body 6
By utilizing the sheave rotation shaft 17 as an installation part, it not only serves as a reinforcement for the door body l, but also has the advantage that the installation position of the sheave 11 can be determined freely.

(発明の効果) 以上説明したように本発明に係る起伏式ゲートは、扉体
1の側端部に中空支柱体6を固着し、該支柱体6の内部
にシーブ11の回転軸17の支持部材18を配設して成
るので、中空支柱体6により最大ねじれモーメントを生
じる扉体1の側端部を補強して扉体1や鋼管4のねじれ
を防止でき、さらにはシーブ11の設置位置を自由に決
定できる等の効果がある。
(Effects of the Invention) As explained above, in the undulating gate according to the present invention, the hollow support 6 is fixed to the side end of the door 1, and the rotating shaft 17 of the sheave 11 is supported inside the support 6. Since the member 18 is provided, the side end of the door body 1 where the maximum torsion moment occurs can be reinforced by the hollow support body 6 to prevent twisting of the gate body 1 and the steel pipe 4, and furthermore, the installation position of the sheave 11 can be adjusted. This has the effect of allowing you to freely decide on the

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

図は本発明の実施例を示すものであって、第1図は起伏
式ゲートの背面図、第2図は要部背面斜視図、第3図は
要部断面図、第4図は側面図、第5図は従来のものの部
分背面図である。
The figures show an embodiment of the present invention, in which Fig. 1 is a rear view of the undulating gate, Fig. 2 is a rear perspective view of the main part, Fig. 3 is a sectional view of the main part, and Fig. 4 is a side view. , FIG. 5 is a partial rear view of the conventional one.

Claims (1)

【特許請求の範囲】[Claims] その下端部を河床上にヒンジ部により回転自在に取り付
けられ、かつその上部に補強用鋼管が取り付けられた扉
体と、該扉体の側方に設置された側部戸当りの内部に収
納されたシーブと、該シーブに調帯された扉体巻き上げ
用ワイヤと、該ワイヤの巻き上げ装置とを備え、上記扉
体の側端部に中空支柱体を固着し、該支柱体の内部に上
記シーブの回転軸の支持部材を配設して成る起伏式ゲー
ト。
The lower end of the door is rotatably attached to the riverbed by a hinge, and the upper part of the door is fitted with a reinforcing steel pipe. a sheave, a wire for hoisting the door body tied to the sheave, and a hoisting device for the wire; a hollow support is fixed to a side end of the door; An undulating gate consisting of a support member for the rotating shaft.
JP13673784A 1984-07-02 1984-07-02 Rising and falling type gate Pending JPS6117620A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13673784A JPS6117620A (en) 1984-07-02 1984-07-02 Rising and falling type gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13673784A JPS6117620A (en) 1984-07-02 1984-07-02 Rising and falling type gate

Publications (1)

Publication Number Publication Date
JPS6117620A true JPS6117620A (en) 1986-01-25

Family

ID=15182325

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13673784A Pending JPS6117620A (en) 1984-07-02 1984-07-02 Rising and falling type gate

Country Status (1)

Country Link
JP (1) JPS6117620A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04106209A (en) * 1990-08-23 1992-04-08 Mizota Kogyo Kk Wire-type falling dam and its construction
BE1014588A3 (en) * 2002-01-24 2004-01-13 Lumet Nv Dam gate, has flap pivotably mounted between cast concrete side panels which house flap drive mechanism
JP2006119089A (en) * 2004-10-25 2006-05-11 Sokkia Co Ltd Light wave range finder
KR20150090686A (en) * 2014-01-29 2015-08-06 주식회사 금성이앤씨 Overturnable automatic watergate
US10041814B2 (en) 2013-09-10 2018-08-07 Yong Wang Optical measurement system, method and scaleplate therefor

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51142837A (en) * 1975-06-04 1976-12-08 Ishikawajima Harima Heavy Ind Tumbling gate
JPS5991208A (en) * 1983-10-13 1984-05-25 Kaisei Kogyo Kk Falling dam

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51142837A (en) * 1975-06-04 1976-12-08 Ishikawajima Harima Heavy Ind Tumbling gate
JPS5991208A (en) * 1983-10-13 1984-05-25 Kaisei Kogyo Kk Falling dam

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04106209A (en) * 1990-08-23 1992-04-08 Mizota Kogyo Kk Wire-type falling dam and its construction
BE1014588A3 (en) * 2002-01-24 2004-01-13 Lumet Nv Dam gate, has flap pivotably mounted between cast concrete side panels which house flap drive mechanism
JP2006119089A (en) * 2004-10-25 2006-05-11 Sokkia Co Ltd Light wave range finder
US10041814B2 (en) 2013-09-10 2018-08-07 Yong Wang Optical measurement system, method and scaleplate therefor
KR20150090686A (en) * 2014-01-29 2015-08-06 주식회사 금성이앤씨 Overturnable automatic watergate

Similar Documents

Publication Publication Date Title
JP3510257B2 (en) Compact balancing system for prefabricated doors
WO2007118184A2 (en) Temporary gate assembly
US4534132A (en) Spring assisted doors for sidewalk, pit and floor openings
JPS6117620A (en) Rising and falling type gate
US4649597A (en) Automatic gate closure apparatus
US20110240236A1 (en) Ratchet system for winding a rolling door assembly
US6378659B1 (en) Swimming pool lift
JPS6117621A (en) Rising and falling type gate
US3389501A (en) Combination gate hinge and automatic closer
US5732508A (en) Gate closer
JP4083328B2 (en) Manhole cover splash prevention device
JPS602276Y2 (en) sound insulation device
JP2892561B2 (en) Hinge structure of lid for underground structure
JP3454948B2 (en) Water control device
JP3300982B2 (en) Automatic water level control gate weight offset device
CN220412688U (en) Foundation pit construction device that unearths
JPH0643034Y2 (en) Reinforced structure of the top plate of culvert structure
JP3079159U (en) Cylindrical safety fence for construction holes
JPH0723517Y2 (en) Door
KR0122103Y1 (en) Prefabricated small house for protecting water supply apparatus
JPH0310763B2 (en)
JPH0520875Y2 (en)
CN114933224A (en) Cable drum of lift and lift
JP2021075875A (en) Basin
JPH0813445A (en) Structure of basket frame and upper cover frame for waterway revetment