JPH0354180Y2 - - Google Patents

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Publication number
JPH0354180Y2
JPH0354180Y2 JP13134786U JP13134786U JPH0354180Y2 JP H0354180 Y2 JPH0354180 Y2 JP H0354180Y2 JP 13134786 U JP13134786 U JP 13134786U JP 13134786 U JP13134786 U JP 13134786U JP H0354180 Y2 JPH0354180 Y2 JP H0354180Y2
Authority
JP
Japan
Prior art keywords
support
coupler
earth retaining
rod
plate
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
JP13134786U
Other languages
Japanese (ja)
Other versions
JPS6341640U (en
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 filed Critical
Priority to JP13134786U priority Critical patent/JPH0354180Y2/ja
Publication of JPS6341640U publication Critical patent/JPS6341640U/ja
Application granted granted Critical
Publication of JPH0354180Y2 publication Critical patent/JPH0354180Y2/ja
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] この考案は土留用サポートの操作装置に関する
もので、更に詳細には、例えば、下水管や電話線
を埋設する掘削溝の対峙される側壁にそれぞれ横
設される一対の腹起しの間に架設されて、圧力流
体の供給によつて両側壁間の間隔の保持及び土砂
の崩壊を阻止することを目的とする土留用サポー
トと、このサポートの圧力流体の排出及びサポー
トの吊上げ作業を行う操作棒とから成る土留用サ
ポートの操作装置の改良に係るものである。
[Detailed description of the invention] [Industrial application field] This invention relates to an operating device for earth retaining supports, and more specifically, for example, on the opposing side walls of excavated trenches in which sewer pipes and telephone lines are buried. An earth retaining support that is installed between a pair of horizontal uprights and that aims to maintain the distance between both side walls and prevent earth and sand from collapsing by supplying pressure fluid; and this support. This invention relates to an improvement in an operating device for an earth retaining support, which is comprised of an operating rod for discharging pressure fluid and lifting the support.

〔従来の技術〕[Conventional technology]

従来のこの種の土留用サポートの操作装置は、
第12図に示すように、シリンダaの基端部と、
上記シリンダaに対して伸縮摺動可能に係合です
るピストンロツドbの基端部とにそれぞれ押圧板
c,dが装着され、これら押圧板c,dが掘削溝
eの対峙する側壁f,gにそれぞれ横設された腹
越しi,iに当設されて、掘削溝eの側壁f,g
の土砂の崩壊の阻止に使用されている。この操作
装置は、使用時にはシリンダaの基端側に設けら
れたカプラjにポンプからのホースkを接続し、
ポンプにて圧力流体を注入してシリンダaとピス
トンロツドbを突つ張らせて掘削溝eの土留を行
つた後、第13図に示すような操作棒lのU字溝
を設けたカプラ脱着部mによりホースkを取外し
てセツトする(第14図参照)。そして、使用後
にはカプラjを操作棒lの圧抜き部nで押して開
放操作し、シリンダa内の圧力流体の一部を抜取
つて収縮させた状態で、作業棒lの取手引掛けフ
ツクoをサポートの取手pに引掛けて取外しを行
つていた(第15図参照)。
The conventional operating device for this type of earth retaining support is
As shown in FIG. 12, the base end of cylinder a;
Pressing plates c and d are respectively attached to the base end of a piston rod b which is slidably engaged with the cylinder a, and these pressing plates c and d are connected to the opposing side walls f and g of the excavated groove e. side walls f, g of the excavated trench e,
It is used to prevent landslides from collapsing. In use, this operating device connects the hose k from the pump to the coupler j provided on the proximal end of the cylinder a.
After injecting pressurized fluid with a pump to tension cylinder a and piston rod b to retain earth in excavated groove e, coupler attachment/detachment section provided with a U-shaped groove for operating rod l as shown in Fig. 13. Remove and set hose k using m (see Fig. 14). After use, push the coupler j with the pressure release part n of the operating rod l to release it, and with the pressure fluid in the cylinder a extracted and contracted, pull the handle hook o of the operating rod l. It was removed by hooking it onto the handle p of the support (see Figure 15).

[考案が解決しようとする問題点] しかしながら、従来の土留用サポートの操作装
置においては、作業棒lに設けられるカプラ脱着
部m、圧抜き部n及び取手引掛け部oが別々に形
成されており、そして、ホースkの取外し、圧力
流体の排出及びサポートの吊上げの各操作を別々
に行わなければならないため、作業が煩雑であ
り、また、工数がかかるという問題があつた。加
えて、サポートは使用時において、常時サポート
の両端に土圧がかかり、しかも、掘削溝eの上部
の土砂が崩れてカプラjに土砂が付着することが
あり、そのため、取外し時にカプラの開放操作が
困難になるという問題があつた。また、掘削溝e
にサポートをセツトしたり、サポートを掘削溝e
から取外すには、シリンダa及びピストンロツド
bの両基端部に取手を突設しておくことが便宜と
されているが、使用時や現場への運搬時に取手が
突出していると邪魔になるという二律相反性があ
つた。そのため、かかる不都合を解消した土留用
サポート及び操作棒の改良が望まれているのが現
状である。
[Problems to be solved by the invention] However, in the conventional earth retaining support operating device, the coupler attachment/detachment part m, the pressure relief part n, and the handle hook part o provided on the work rod l are formed separately. Furthermore, since each operation of removing the hose k, discharging the pressure fluid, and lifting the support must be performed separately, the work is complicated and requires a lot of man-hours. In addition, when the support is in use, earth pressure is constantly applied to both ends of the support, and the earth and sand at the top of the excavation groove e may collapse and adhere to the coupler j. Therefore, when removing the support, it is necessary to open the coupler. The problem was that it became difficult. In addition, excavation groove e
You can set the support in the
It is said that it is convenient to have handles protruding from both base ends of cylinder a and piston rod b in order to remove the piston from the piston rod. There was a sense of reciprocity. Therefore, it is currently desired to improve earth retaining supports and operating rods that eliminate these inconveniences.

[問題点を解決するための手段] この考案は上記事情に鑑みなされたもので、上
気問題を解決するために、操作棒の一端側にカプ
ラ脱着部、圧抜き部及びサポート吊上げ部を形成
し、サポートの取外し作業を一連の動作にて行え
るようにしたことを特徴とする土留用サポートの
操作装置を提供しようとするものである。
[Means for solving the problem] This idea was created in view of the above circumstances, and in order to solve the upper air problem, a coupler detachable part, a pressure relief part, and a support lifting part are formed at one end of the operating rod. An object of the present invention is to provide an operating device for an earth retaining support, which is characterized in that the support can be removed through a series of operations.

すなわち、この考案は、互いに伸縮摺動可能に
嵌合されるシリンダとピストンロツドの両端側の
基端部にそれぞれ押圧板が装着され、上記シリン
ダの基端部側に設けられたカプラを介して注入さ
れる圧力流体の加圧により伸長することにより、
上記両押圧板が掘削溝の対峙する側壁に横設され
た両腹起しに係止して、上記掘削溝の側壁部の土
砂の崩壊を防する土留用サポートと、上記サポー
トのカプラに接続される圧力流体供給用のホース
の取外し、圧力流体の排出及びサポートの吊上げ
を司る操作棒とから成る土留用サポートの操作装
置において、上記サポートは、上記押圧板を揺動
可能に枢支し、上記カプラの左右両側に一対の起
立片を突設すると共に、上記カプラ上に位置すべ
く上記押圧板の上端部に掛止体を有するカバーを
枢支して成り、上記操作棒は、一端に把手部を有
する棒状本体の他端に、上記カプラに接続される
上記ホースの取外しを司るU字溝及び上記掛止体
の吊上げ手段を有する圧力流体の排出用の水平板
と、この水平板の一端から上記棒状本体の先端側
に向つてほぼ直交状に突出する垂直板と、この垂
直板の両側に突設されて上記起立片に係合する支
点用ピンとを具備して成ることを特徴とする土留
用サポートの操作装置を提供しようとするもので
ある。
That is, in this invention, pressure plates are attached to the proximal ends of both ends of the cylinder and the piston rod, which are fitted to each other so as to be able to expand and contract, and the injection is carried out via the coupler provided on the proximal end of the cylinder. By expanding due to the pressurization of the pressure fluid,
Both of the above-mentioned pressing plates are engaged with double-sided braces installed horizontally on opposite side walls of the excavation trench, and are connected to an earth retaining support that prevents the collapse of earth and sand on the side walls of the excavation trench, and a coupler of the support. An operation device for an earth retaining support comprising an operation rod for removing a hose for supplying pressure fluid, discharging the pressure fluid, and lifting the support, wherein the support pivotably supports the pressure plate, A pair of upright pieces are provided protrudingly on both left and right sides of the coupler, and a cover having a hook is pivotally supported at the upper end of the pressing plate to be positioned on the coupler, and the operating rod is attached to one end. A horizontal plate for discharging pressurized fluid having a U-shaped groove for controlling the removal of the hose connected to the coupler and means for lifting the hanging body at the other end of the rod-shaped body having a handle portion; It is characterized by comprising a vertical plate projecting from one end toward the tip of the rod-shaped body in a substantially orthogonal shape, and fulcrum pins projecting from both sides of the vertical plate and engaging with the upright pieces. The present invention aims to provide an operating device for earth retaining supports.

この考案において、上記カバーに設けられる掛
止体は、カバーの先端側に位置して操作棒のホー
スの取外し、圧力流体の排出及びサポートの吊上
げに支障をきたさないものであれば任意のもので
あつてもよいが、好ましくはカバーの先端にU字
状に設けられる復元変形可能なワイヤーロープ、
あるいは、カバーの先端に設けられるU字状であ
つてその先端が一側方へ偏在する部材である方が
よい。また、上記掛止体の吊上げ手段は圧力流体
の排出作業の後、操作棒を引上げる際に掛止体に
係合するものであれば水平板自体で形成してもよ
いが、掛止体との係合をより一層確実にするに
は、水平板と、垂直板の先端から水平板の両側上
方に延びる一対の係止棒とで構成するか、あるい
は、水平板と、この水平板の両側上面に起立する
一対の係止突起とで構成する方がよい。
In this invention, the hanging body provided on the cover may be any type as long as it is located on the tip side of the cover and does not interfere with the removal of the operating rod hose, the discharge of pressure fluid, and the lifting of the support. A wire rope that can be restored and deformed is preferably provided in a U-shape at the tip of the cover;
Alternatively, it is better to use a U-shaped member provided at the tip of the cover, with the tip unevenly distributed to one side. Further, the means for lifting the above-mentioned hanging body may be formed by the horizontal plate itself as long as it engages with the hanging body when pulling up the operation rod after the pressure fluid discharge operation, but the hanging body In order to ensure the engagement with It is preferable to configure it with a pair of locking protrusions that stand up on both upper surfaces.

[作用] 上記技術的手段は次のように作用する。[Effect] The above technical means works as follows.

掘削溝に土留用サポートをセツトしてシリンダ
内に圧力流体を供給した後、操作棒の水平板のU
字溝をホースのカプラ部に係合させて垂直板の下
端側を支点として操作棒を傾斜させると、ホース
に係合したU字溝が上方に移動してホースが取外
される。また、使用後、操作棒にてカバーをカプ
ラ側から起こして支点用ピンをサポートの起立片
に係合させると共に、この支点用ピンを支点とし
て水平板をカプラ上に押付けることにより、水平
板の下面がカプラの圧抜き部に当接して圧力流体
の排出が行われると共に、押圧板とサポートとの
相対変位による土圧の反力がサポート側に作用し
てサポートの収縮が助長されて掘削溝と押圧板と
の間にサポートの取外しに必要な隙間が確保され
る。そして、操作棒の引上げ動作に伴つて、吊上
げ手段が掛止体に係合してサポートの吊上げが行
われる。
After setting the retaining support in the excavated trench and supplying pressure fluid into the cylinder,
When the U-shaped groove is engaged with the coupler portion of the hose and the operating rod is tilted using the lower end of the vertical plate as a fulcrum, the U-shaped groove engaged with the hose moves upward and the hose is removed. After use, use the operating rod to raise the cover from the coupler side, engage the fulcrum pin with the upright piece of the support, and use the fulcrum pin as a fulcrum to press the horizontal plate onto the coupler. The lower surface comes into contact with the pressure relief part of the coupler and the pressure fluid is discharged, and the reaction force of the earth pressure due to the relative displacement between the press plate and the support acts on the support side, promoting contraction of the support and excavation. A gap necessary for removing the support is secured between the groove and the pressing plate. Then, as the operating rod is pulled up, the lifting means engages with the hanging body to lift the support.

[実施例] 以下にこの考案の実施例を図面に基いて説明す
る。
[Example] An example of this invention will be described below based on the drawings.

第1図はこの考案の操作装置における土留用サ
ポートの断面図、第2図及び第3図は第1図の平
面図及び側面図を示すもので、この土留用サポー
ト1は、互いに伸縮摺動可能に嵌合するシリンダ
10とピストンロツド12と、これらシリンダ1
0の基端部及びピストンロツド12の基端部にそ
れぞれヘツド18を介して装着される一対の押圧
板14、16とで主要部が構成されている。
Fig. 1 is a sectional view of the earth retaining support in the operating device of this invention, and Figs. 2 and 3 are a plan view and a side view of Fig. 1. A cylinder 10 and a piston rod 12 that can fit together, and these cylinders 1
The main part is composed of a pair of pressing plates 14 and 16 that are attached to the base end of the piston rod 12 and the base end of the piston rod 12 via heads 18, respectively.

上記ピストンロツド12は、管状に形成されて
おり、そして、先端部に装着されるピストン13
が上記シリンダ10の内周面に摺動可能に嵌入さ
れている。なおこの場合、ピストンロツド12は
ピストンロツド12と同軸上に配設されるアウタ
パイプ20によって包囲されている。一方、上記
シリンダ10の先端部には上記ピストンロツド1
2の外周面及びアウタパイプ20の内周面と摺接
してこれら面に付着する土等を除去するダストブ
ツシユ22が固設されている。
The piston rod 12 is formed into a tubular shape, and a piston 13 is attached to the tip.
is slidably fitted into the inner peripheral surface of the cylinder 10. In this case, the piston rod 12 is surrounded by an outer pipe 20 disposed coaxially with the piston rod 12. On the other hand, the piston rod 1 is attached to the tip of the cylinder 10.
A dust bushing 22 is fixedly installed in sliding contact with the outer circumferential surface of the outer pipe 2 and the inner circumferential surface of the outer pipe 20 to remove dirt and the like adhering to these surfaces.

上記シリンダ10の基端部に固設されるヘツド
18にはシリンダ10内への圧力流体の供給及び
抜取りに使用される逆止弁を有するカプラ28が
連結されており、このカプラ28の両側には一対
の起立片19、19が突設されている。上記カプ
ラ28に圧力流体を供給する場合には、このカプ
ラ28に図示しないポンプと連結する高圧ホース
(図示せず)を接続して、ポンプを駆動すること
により、シリンダ10内に圧力流体が供給され
て、シリンダ10とピストンロツド12とが相対
的に伸長し、掘削溝の両側壁間の間隔が保持され
るようになつている。また、不使用時には後述す
る操作棒2によってカプラ28の逆止弁が開放さ
れて、圧力流体を適量排出してシリンダ10とピ
ストンロツド12が収縮しうるようになつてい
る。
A coupler 28 having a check valve used for supplying and withdrawing pressure fluid into the cylinder 10 is connected to the head 18 fixedly installed at the base end of the cylinder 10. A pair of upright pieces 19, 19 are provided in a protruding manner. When supplying pressure fluid to the coupler 28, a high pressure hose (not shown) connected to a pump (not shown) is connected to the coupler 28, and the pump is driven to supply pressure fluid into the cylinder 10. As a result, the cylinder 10 and the piston rod 12 are extended relative to each other, and the distance between both side walls of the excavated groove is maintained. When not in use, a check valve of the coupler 28 is opened by an operating rod 2, which will be described later, so that an appropriate amount of pressure fluid can be discharged and the cylinder 10 and piston rod 12 can be contracted.

上記押圧板14は、上記シリンダ10及びピス
トンロツド12の基端部に固設されるヘツド18
に枢軸24をもつて揺動可能に枢支されている。
この押圧板14は、ほぼ矩形状の押圧板基部14
aの両側縁及び下縁から同一方向に延びる張出し
部14bを有するアルミニウム製鋳物にて形成さ
れおり、この押圧板14の上部の両側張出し部1
4bに穿設された透孔を貫通する枢支ピン26に
よつてカプラ28を土砂から保護するカバー30
が垂直方向に回転すなわち起伏可能に枢着されて
いる。このカバー30は、第4図a,bに示すよ
うに、カバー本体30aの一端に枢支ピン26を
貫通する枢支部30bを形成し、他端の両側に
は、掛止体の取付け孔を有する取付け脚30cを
カバー本体30aに対してある角度をもつて形成
されている。符号30dはバー本体30aの底面
側に突設した一対のガイド用リブで、後述する操
作棒2をセツトする際に、上記枢支ピン26に当
接しないように保護するものである。このカバー
30も上記押圧板14と同様にアルミニウム製鋳
物にて形成されている。そして、カバー30の先
端の両則に連結される復元変形可能なU字状のワ
イヤーロープ50aにより掛止体が形成されてい
る。この場合、ワイヤーロープ50aはカバー3
0の伏状時にはほぼ水平方向に位置するが、カバ
ー30の起立時にはカバー30の先端側に起立す
るようになつている。(第4図a,b参照)。な
お、符号50cはワイヤーロープ50aの保護用
に被覆されたビニールチユーブである。
The pressing plate 14 is connected to a head 18 that is fixed to the base end of the cylinder 10 and piston rod 12.
It is pivotably supported with a pivot 24 at the.
This pressing plate 14 has a substantially rectangular pressing plate base 14.
It is formed of aluminum casting having overhanging parts 14b extending in the same direction from both side edges and the lower edge of the press plate 14.
A cover 30 protects the coupler 28 from earth and sand by a pivot pin 26 passing through a hole drilled in the hole 4b.
is pivotably mounted to be vertically rotatable or undulating. As shown in FIGS. 4a and 4b, this cover 30 has a pivot portion 30b that passes through the pivot pin 26 at one end of the cover main body 30a, and has mounting holes for the hooks on both sides of the other end. The mounting leg 30c is formed at a certain angle with respect to the cover main body 30a. Reference numeral 30d denotes a pair of guide ribs protruding from the bottom side of the bar body 30a, which protect the operating rod 2 from coming into contact with the pivot pin 26 when setting the operating rod 2, which will be described later. This cover 30 is also made of aluminum casting like the press plate 14 described above. A hanging body is formed by a U-shaped wire rope 50a that is connected to both ends of the cover 30 and is deformable to its original state. In this case, the wire rope 50a is connected to the cover 3
When the cover 30 is in the 0 position lying down, it is located in a substantially horizontal direction, but when the cover 30 is upright, it stands up on the tip side of the cover 30. (See Figure 4 a, b). In addition, the code|symbol 50c is a vinyl tube coat|covered for the protection of the wire rope 50a.

上記実施例ではワイヤーロープ50aにて掛止
体を形成した場合について説明したが、必ずしも
掛止体をワイヤーロープ50aにて形成する必要
はなく、第5図a,bに示すように、U字状に形
成され、後述する操作棒2が挿入できるようにそ
の先端が一側方に偏在するアルミニウム形材等の
部材50bにて掛止体を形成してもよい。この場
合、部材50bをボルト52をもつてカバー30
の先端側に固定すればよい。
In the above embodiment, the case where the hanging body is formed with the wire rope 50a has been explained, but it is not necessarily necessary to form the hanging body with the wire rope 50a, and as shown in FIGS. The hooking body may be formed of a member 50b such as an aluminum member, which is formed into a shape and whose tip is unevenly located on one side so that an operating rod 2, which will be described later, can be inserted therein. In this case, the member 50b is attached to the cover 30 with the bolt 52.
It can be fixed to the tip of the

なお、上記ピストンロツド12の基端部に装着
される押圧板16の上端にも掛止体であるワイヤ
ーロープ50a等が取付けられる。
Note that a wire rope 50a serving as a hook is also attached to the upper end of the pressing plate 16 attached to the base end of the piston rod 12.

また、上記押圧板14の押圧板基部14aの押
圧側面には腹起しに係止しうる水平掛止材40が
ボルト42及びナツト44によつて位置調節可能
に固設されている。すなわち、上記押圧板14,
16には、上下方向に延びる長孔46とこの長孔
46の両則に各押圧板14,16の突片(図示せ
ず)が嵌入する平行なガイド溝48が設けられて
おり、この長孔46を貫通するボルト42とこの
ボルト42にねじ結合するナツト44によつて係
止体40が上下調節可能に押圧板14,16に装
着されている。
Further, on the pressing side surface of the pressing plate base 14a of the pressing plate 14, a horizontal hooking member 40 that can be locked to a belly riser is fixed with a bolt 42 and a nut 44 so that its position can be adjusted. That is, the pressing plate 14,
16 is provided with a long hole 46 extending in the vertical direction and a parallel guide groove 48 into which the protruding pieces (not shown) of each pressing plate 14, 16 fit into both of the long holes 46. The locking body 40 is vertically adjustable and attached to the press plates 14, 16 by a bolt 42 passing through a hole 46 and a nut 44 screwed to the bolt 42.

第6図はこの考案の操作装置における操作棒を
示す側面図、第7図及び第8図はそれぞれの背面
図、底面図を示すもので、操作棒2は、一端に把
手部60を有する折曲状の棒状本体62の他端部
に、ホース取外し用のU字溝64を有すると共に
掛止体の吊上げ手段70を形成する圧力流体排出
用の水平板66の一端から棒状本体62の先端側
に向つてほぼ直交状に突出する垂直板68と、こ
の垂直板68の両側方に突設されて上記起立片1
9に当接し得る支点用ピン72とを具備して成
る。なおこの場合、上記吊上げ手段70は水平板
66の上面側にて形成されると共に、垂直板68
の両側から水平板66の両側上方に延びる一対の
係止棒70a,70aとで構成されている(第9
図参照)。これら係止棒70aの下方には一対の
水平部71と上記垂直板68の背面に固着された
当接部73が設けられている。
FIG. 6 is a side view showing the operating rod in the operating device of this invention, and FIGS. 7 and 8 are rear and bottom views, respectively. The operating rod 2 has a foldable handle 60 at one end. The other end of the curved rod-shaped main body 62 has a U-shaped groove 64 for removing the hose, and the horizontal plate 66 for discharging pressure fluid, which forms a lifting means 70 for the hanging body, is connected from one end to the tip side of the rod-shaped main body 62. a vertical plate 68 protruding almost perpendicularly toward the vertical plate 68;
9, and a fulcrum pin 72 that can come into contact with the fulcrum pin 72. In this case, the lifting means 70 is formed on the upper surface side of the horizontal plate 66, and the lifting means 70 is formed on the upper surface side of the horizontal plate 66.
(9th
(see figure). A pair of horizontal portions 71 and a contact portion 73 fixed to the back surface of the vertical plate 68 are provided below these locking rods 70a.

上記吊上げ手段70は必ずしも水平板66と係
止棒70aとで構成する必要はなく、第10図に
示すように、水平板66と、この水平板66の両
側上面に起立する一対の係止突起70b,70b
とで構成してもよい。この場合、上記当接部73
に替えて、垂直板68の下端を背面側にカールさ
せた当接部73′を構成してもよい。
The lifting means 70 does not necessarily need to be composed of a horizontal plate 66 and a locking rod 70a, but as shown in FIG. 70b, 70b
It may be composed of In this case, the contact portion 73
Alternatively, the contact portion 73' may be formed by curling the lower end of the vertical plate 68 toward the back side.

上記のように構成されるこの考案における土留
用サポート1を使用するには、押圧板14から起
立される掛止体(ワイヤーロープ50aあるいは
部材50)をもつて、あるいはロープで吊下げて
掘削溝の両側壁のほぼ全面に渡つて打込まれる矢
板に架設される腹起し間に土留用サポート1を配
設する。そして、ポンプに連結する高圧ホースを
カプラ28に接続した後にポンプを駆動すると、
シリンダ10内に圧力流体が供給されるので、シ
リンダ10とピストンロツド12が相対的に伸長
して、両押圧板14,16が腹起しに係止・当接
し、両腹起し間の間隔が保持されると共に、両側
壁41の土砂の崩壊が阻止される。この状態にお
いて、操作棒2の水平板66のU字溝64をホー
スのカプラ部に係合させて垂直板68の下端及
び/又は一対の水平部71を支点として操作棒2
を傾斜させると、ホースに係合したU字溝64が
上方に移動してホースが取外される。そして、カ
バー30をヘツド18側に伏状してカプラ28を
土砂から保護する。また、土留用サポート1を取
外す場合には、第11図に示すように、操作棒2
の垂直板68を掛止体50aのU字部内に貫通さ
せてカバー30をカプラ側から起こして支点用ピ
ン72,72をサポート1の起立片19,19の
垂直面に当接させると共に、この支点用ピン7
2,72を支点として水平板66をカプラ側(第
11図の矢印方向)に押付けることにより、水平
板66の下面がカプラ28の上端の圧抜き部であ
る逆止弁に当接して圧力流体の排出が行われると
共に、当接部73が押圧板14に押当るため、押
圧板14とサポート1との相対変位による土圧の
反力がサポート1側に作用してサポート1の収縮
が助長されて掘削溝と押圧板14との間にサポー
ト1の取外しに必要な隙間が確保される。そし
て、操作棒2を引上げると、掛止体がワイヤーロ
ープ50aのときは、カバー30の先端上方に位
置するワイヤーロープ50aがその復元力によつ
て操作棒2の引上げ動作に伴つて吊上げ手段70
に係合してサポート1の吊上げが行われる。
In order to use the earth retaining support 1 of this invention configured as described above, it is necessary to hold it with a hanging body (wire rope 50a or member 50) erected from the pressing plate 14, or hang it with a rope and attach it to an excavated groove. An earth retaining support 1 is disposed between the ramps installed on the sheet piles driven over almost the entire surface of both side walls of the tank. Then, when the pump is driven after connecting the high pressure hose connected to the pump to the coupler 28,
Since pressure fluid is supplied into the cylinder 10, the cylinder 10 and the piston rod 12 expand relatively, and both the pressing plates 14 and 16 lock and abut on the ribs, thereby reducing the distance between the ribs. At the same time, the collapse of the earth and sand on both side walls 41 is prevented. In this state, the U-shaped groove 64 of the horizontal plate 66 of the operating rod 2 is engaged with the coupler portion of the hose, and the operating rod 2
When tilted, the U-shaped groove 64 engaged with the hose moves upward and the hose is removed. Then, the cover 30 is laid down on the head 18 side to protect the coupler 28 from earth and sand. In addition, when removing the earth retaining support 1, as shown in FIG.
Penetrate the vertical plate 68 into the U-shaped portion of the hanging body 50a, raise the cover 30 from the coupler side, and bring the fulcrum pins 72, 72 into contact with the vertical surfaces of the upright pieces 19, 19 of the support 1. Fulcrum pin 7
By pressing the horizontal plate 66 toward the coupler (in the direction of the arrow in FIG. 11) using 2 and 72 as fulcrums, the lower surface of the horizontal plate 66 comes into contact with the check valve, which is the pressure relief part at the upper end of the coupler 28, and the pressure is released. At the same time as the fluid is discharged, the contact portion 73 presses against the press plate 14, so that the reaction force of the earth pressure due to the relative displacement between the press plate 14 and the support 1 acts on the support 1 side, causing the support 1 to contract. As a result, a gap necessary for removing the support 1 is secured between the excavated groove and the pressing plate 14. Then, when the operating rod 2 is pulled up, when the hanging body is the wire rope 50a, the wire rope 50a located above the tip of the cover 30 is moved by its restoring force to the lifting means as the operating rod 2 is pulled up. 70
The support 1 is lifted by engaging with the support 1.

なお、掛止体がU字状の部材50bであるとき
は、その先端の偏在部が操作棒2の引上動作に伴
つて吊上げ手段70に係合してサポート1の吊上
げが同様に行われる。
Note that when the hanging body is a U-shaped member 50b, the unevenly distributed portion at the tip engages with the lifting means 70 as the operating rod 2 is pulled up, and the support 1 is lifted in the same manner. .

[考案の効果] 以上に説明したように、この考案の土留用サポ
ートの操作装置によれば、サポートは、押圧板を
揺動可能に枢支し、サポートのシリンダ側に設け
られるカプラの左右両側に一対の起立片を突設す
ると共に、カプラ上に位置すべく上記押圧板の上
端部に掛止体を有するカバーを枢支して成り、操
作棒は、一端に把手部を有する棒状本体の他端
に、カプラに接続されるホースの取外しを司るU
字溝及び掛止体の吊上げ手段を有する圧力流体の
排出用の水平板と、この水平板の一端から棒状本
体の先端側に向つてほぼ直交状に突出する垂直板
と、この垂直板の両側に突設されて起立片に係合
する支点用ピンとを具備して成るため、以下のよ
うな効果が得られる。
[Effects of the invention] As explained above, according to the operating device for the earth retaining support of this invention, the support pivotably supports the pressing plate, and the support is provided on the left and right sides of the coupler provided on the cylinder side of the support. A pair of upright pieces are provided protruding from the top and a cover having a hook at the upper end of the pressing plate is pivotally supported to be positioned on the coupler. At the other end, there is a U that controls the removal of the hose connected to the coupler.
A horizontal plate for discharging pressure fluid having a groove and a means for lifting a hanging body, a vertical plate protruding from one end of the horizontal plate almost perpendicularly toward the tip end of the rod-like body, and both sides of the vertical plate. Since it is provided with a fulcrum pin that protrudes from and engages with the upright piece, the following effects can be obtained.

(1) 工事終了後の圧力流体の排出作業と、サポー
トの吊上げ作業の操作が同一の姿勢にて連続し
て行うことができるので、作業が迅速となり、
熟練を要さずに土留工事の能率の向上を図るこ
とができる。
(1) After the construction is completed, the pressure fluid discharge work and the support lifting work can be performed consecutively in the same position, making the work faster.
It is possible to improve the efficiency of earth retaining work without requiring any skill.

(2) 使用時に伏状状態におかれたカバーによりカ
プラの上方を保護するため、土砂のカプラへの
付着及び堆積を防止でき、操作時に支障をきた
す虞れがなく、しかも、故障の虞れがなくな
る。
(2) Since the upper part of the coupler is protected by a cover placed in a prone position during use, it is possible to prevent dirt from adhering to and accumulating on the coupler, and there is no risk of hindrance during operation, and there is no risk of failure. disappears.

(3) 圧力流体の排出時に押圧板とサポートとの相
対変位による土圧の反力が作用しサポートの収
縮が助長されるため、掘削溝と押圧板との間に
サポートの取外しに必要な隙間が確保でき、サ
ポートの掘削溝からの取外しが容易となる。
(3) When the pressurized fluid is discharged, the reaction force of earth pressure due to the relative displacement between the press plate and the support acts and promotes the contraction of the support, so there is a gap between the excavation groove and the press plate that is necessary for removing the support. This makes it easy to remove the support from the excavated groove.

(4) 簡単な構成であるため、安価に製作すること
ができる。
(4) Since it has a simple configuration, it can be manufactured at low cost.

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

第1図はこの考案の土留用サポートの操作装置
におけるサポートの断面図、第2図及び第3図は
それぞれ第1図の平面図及び側面図、第4図a,
bはこの考案における掛止体の平面図及びその側
面図、第5図a,bはこの考案における別の掛止
体の平面図及びその側面図、第6図はこの考案に
おける操作棒の側面図、第7図及び第8図はそれ
ぞれ第6図の背面図及び底面図、第9図は操作棒
の腰部を示す斜視図、第10図は別の操作棒の要
部を示す斜視図、第11図はこの考案の操作装置
の使用状態を示す側断面図、第12図は従来の土
留用サポートの使用状態を示す断面図、第13図
は従来の操作棒を示す側面図、第14図及び第1
5図は従来の土留用サポートの操作装置の操作状
態を示す概略断面図である。 符号説明、1……土留用サポート、2……操作
棒、10……シリンダ、12……ピストンロツ
ド、14、16……押圧板、19……起立片、2
6……枢支ピン、28……カプラ、30……カバ
ー、50a……ワイヤーロープ(掛止体)、50
b……U字状部材(掛止体)、60……把手部、
62……棒状本体、64……U字溝、66……水
平板、68……垂直板、70……吊上げ手段、7
0a……係止棒、70b……係止突起、72……
支点用ピン。
Fig. 1 is a cross-sectional view of the support in the earth retaining support operating device of this invention, Figs. 2 and 3 are respectively a plan view and a side view of Fig. 1, Fig. 4a,
b is a plan view and a side view of the hanging body in this invention, Figures 5a and b are a plan view and a side view of another hanging body in this invention, and Figure 6 is a side view of the operating rod in this invention. 7 and 8 are respectively a rear view and a bottom view of FIG. 6, FIG. 9 is a perspective view showing the waist part of the operating rod, and FIG. 10 is a perspective view showing the main parts of another operating rod, Fig. 11 is a side sectional view showing how the operating device of this invention is used, Fig. 12 is a sectional view showing how the conventional earth retaining support is used, Fig. 13 is a side view showing the conventional operating rod, and Fig. 14 is a sectional view showing how the operating device of this invention is used. Figure and 1st
FIG. 5 is a schematic cross-sectional view showing the operating state of the conventional earth retaining support operating device. Explanation of symbols, 1... Earth retaining support, 2... Operating rod, 10... Cylinder, 12... Piston rod, 14, 16... Pressing plate, 19... Upright piece, 2
6... Pivot pin, 28... Coupler, 30... Cover, 50a... Wire rope (hanging body), 50
b...U-shaped member (hanging body), 60...handle part,
62... Rod-shaped main body, 64... U-shaped groove, 66... Horizontal plate, 68... Vertical plate, 70... Lifting means, 7
0a...Latching rod, 70b...Latching protrusion, 72...
Fulcrum pin.

Claims (1)

【実用新案登録請求の範囲】 (1) 互いに伸縮摺動可能に嵌合されるシリンダと
ピストンロツドの両端側の基端部にそれぞれ押
圧板が装着され、上記シリンダの基端部側に設
けられたカプラを介して注入される圧力流体の
加圧により伸長することにより、上記両押圧板
が掘削溝の対峙する側壁に横設された両腹起し
に係止して、上記掘削溝の側壁部の土砂の崩壊
を防止する土留用サポートと、上記サポートの
カプラに接続される圧力流体供給用のホースの
取外し、圧力流体の排出及びサポートの吊上げ
を司る操作棒とから成る土留用サポートの操作
装置において、上記サポートは、上記押圧板を
揺動可能に枢支し、上記カプラの左右両側に一
対の起立片を突設すると共に、上記カプラ上に
位置すべく上記押圧板の上端部に掛止体を有す
るカバーを枢支して成り、上記操作棒は、一端
に把手部を有する棒状本体の他端に、上記カプ
ラに接続される上記ホースの取外しを司るU字
溝及び上記掛止体の吊上げ手段を有する圧力流
体の排出用の水平板と、この水平板の一端から
上記棒状本体の先端側に向つてほぼ直交状に突
出する垂直板と、この垂直版の両側に突設され
て上記起立片に係合する支点用ピンとを具備し
て成ることを特徴とする土留用サポートの操作
装置。 (2) 掛止体が、カバーの先端にU字状に設けられ
る復元変形可能なワイヤーロープである実用新
案登録請求の範囲第1項記載の土留用サポート
の操作装置。 (3) 掛止体が、カバーの先端に設けられるU字状
であつてその先端が一側方に偏在する部材であ
る実用新案登録請求の範囲第1項記載の土留用
サポートの操作装置。 (4) 掛止体の吊上げ手段が、水平板と、垂直板の
先端から上記水平板の両側上方に延びる一対の
係止棒とで構成される実用新案登録請求の範囲
第1項記載の土留用サポートの操作装置。 (5) 掛止体の吊上げ手段が、水平板と、この水平
板の両側上面に起立する一対の係止突起とで構
成される実用新案登録請求の範囲第1項記載の
土留用サポートの操作装置。
[Claims for Utility Model Registration] (1) A cylinder and a piston rod, which are fitted to each other so as to be able to expand and contract, and a piston rod, each having a pressing plate attached to the base end thereof, are provided at the base end of the cylinder. By being expanded by the pressurization of the pressure fluid injected through the coupler, the above-mentioned pressing plates are engaged with both side risers installed horizontally on the opposite side walls of the excavation groove, and the side walls of the above-mentioned excavation groove are An operating device for an earth retaining support consisting of an earth retaining support that prevents the collapse of earth and sand, and an operating rod that controls the removal of a pressure fluid supply hose connected to the coupler of the support, the discharge of the pressure fluid, and the lifting of the support. In this case, the support pivotably supports the pressing plate, and has a pair of upright pieces protruding from both left and right sides of the coupler, and is hooked to an upper end of the pressing plate to be positioned on the coupler. The operation rod has a handle portion at one end and a U-shaped groove for controlling the removal of the hose connected to the coupler, and a U-shaped groove for controlling the removal of the hose connected to the coupler, and the operation rod has a handle portion at one end. a horizontal plate for discharging pressure fluid having a lifting means; a vertical plate protruding from one end of the horizontal plate almost perpendicularly toward the distal end of the rod-shaped body; and a vertical plate protruding from both sides of the vertical plate; An operating device for a retaining support, comprising a fulcrum pin that engages with an upright piece. (2) The operating device for an earth retaining support according to claim 1, wherein the hanging body is a wire rope that is provided in a U-shape at the tip of the cover and can be restored and deformed. (3) The operating device for an earth retaining support according to claim 1, wherein the hanging body is a U-shaped member provided at the tip of the cover and whose tip is unevenly distributed on one side. (4) The earth retaining device according to claim 1 of the utility model registration claim, in which the means for hoisting the hanging body comprises a horizontal plate and a pair of locking rods extending upward from both sides of the horizontal plate from the tip of the vertical plate. Support operating device for use. (5) Operation of the earth retaining support set forth in claim 1 of the utility model registration claim, in which the means for lifting the hanging body comprises a horizontal plate and a pair of locking protrusions that stand up on both sides of the horizontal plate. Device.
JP13134786U 1986-08-29 1986-08-29 Expired JPH0354180Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13134786U JPH0354180Y2 (en) 1986-08-29 1986-08-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13134786U JPH0354180Y2 (en) 1986-08-29 1986-08-29

Publications (2)

Publication Number Publication Date
JPS6341640U JPS6341640U (en) 1988-03-18
JPH0354180Y2 true JPH0354180Y2 (en) 1991-11-28

Family

ID=31029712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13134786U Expired JPH0354180Y2 (en) 1986-08-29 1986-08-29

Country Status (1)

Country Link
JP (1) JPH0354180Y2 (en)

Also Published As

Publication number Publication date
JPS6341640U (en) 1988-03-18

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