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JP2010133202A - Swing jack mounting structure and cotter whirl-stop plate - Google Patents

Swing jack mounting structure and cotter whirl-stop plate Download PDF

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JP2010133202A
JP2010133202A JP2008312596A JP2008312596A JP2010133202A JP 2010133202 A JP2010133202 A JP 2010133202A JP 2008312596 A JP2008312596 A JP 2008312596A JP 2008312596 A JP2008312596 A JP 2008312596A JP 2010133202 A JP2010133202 A JP 2010133202A
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cotter
swing
side member
earth retaining
jack
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Tamiji Iimura
民治 飯村
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SHINSUGETA KOGYO KK
Nippon Steel Metal Products Co Ltd
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SHINSUGETA KOGYO KK
Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a swing jack mounting structure enabling a large and heavy jack to be swung without causing fall-down using a cotter whirl-stop plate and the cotter whirl-stop plate used for the mounting structure. <P>SOLUTION: Ends of the jack 2 are attached to poles 3 or frames 10 at both ends of a soil retaining panel with a swing connection device 5. The whirl-stop plate 7 of a cotter 52 is assembled to the mounting part of the swing connection device 5. The swing connection device 5 includes a connector member 51 which is inserted into the mounting hole of the pole 3 or the frame 10 and rotated to be secured, a fixed side member 50 joined to the connector member 51 with the fitting cotter 52, and a swing side member 54 connected to the fixed side member 50 through a hinge mechanism 53. The end of the jack 2 is joined to the swing side member 54. The whirl-stop plate 7 of the cotter 52 includes a cotter holding part 73 for constraining the position of the cotter 52 and a through-hole 70 through which the fixed side member 50 extends. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、都市ガス用のガス管、或いは上下水道の水道管などを地下に埋設するため地盤に管埋設用溝を掘削する場合に、掘削した溝の両側壁が崩壊しないように溝中へ設置する土留め装置において、土留めパネルの支柱又は土留めパネル両端の枠材を内側から支保するジャッキの端部を、必要に応じて土留めパネルと平行する位置まで回転(スイング動作)させる折り畳み操作が可能に取り付けるスイング式ジャッキの取付構造の技術分野に属し、特に言えば、コッター回り止め板を用いて、大型、大重量のジャッキでも垂れ落ちせずにスイング動作する構成としたスイング式ジャッキの取付構造と、同取付構造に使用するコッター回り止め板の技術分野に属する。   In the present invention, when burying a pipe burying groove in the ground in order to embed a gas pipe for city gas or a water pipe for water and sewage underground, the side walls of the excavated groove are not collapsed. In the earthing device to be installed, folding is performed so that the end of the jack that supports the pillars of the earthing panel or the frame material at both ends of the earthing panel from the inside is rotated (swinging) to a position parallel to the earthing panel as necessary. It belongs to the technical field of mounting structure of swing type jacks that can be operated, especially speaking, a swing type jack that uses a cotter detent plate to swing without falling down even with large and heavy weight jacks. And a cotter detent plate used in the mounting structure.

管埋設用溝を掘削する場合に使用する土留め装置は、一例を図1に示したように、並立する2枚の土留めパネル1、1と、それを内側から支保する複数のジャッキ2…とで構成されている。なお、図1の土留め装置は、ジャッキ2…が支柱3を支保し、土留めパネル1は管埋設用溝の長手方向に並立する支柱3,3の間へ建て込まれた構成の例を示しているが、支柱3を用いないで、両端に枠材を備えた土留めパネル(例えば図10を参照)を使用し、その枠材をジャッキが支保する構成の土留め装置もほぼ同様に実施される。   As shown in FIG. 1, as an example, the earth retaining device used for excavating a pipe burying groove includes two earth retaining panels 1 and 1 arranged side by side, and a plurality of jacks 2 for supporting the earth retaining panels from the inside. It consists of and. 1 is an example of a structure in which jacks 2... Support pillars 3 and earthing panel 1 is built between pillars 3 and 3 juxtaposed in the longitudinal direction of the groove for burying pipes. Although shown, the earth retaining device having a structure in which the earth retaining panel (see, for example, FIG. 10) provided with the frame material at both ends is used without using the support column 3 and the frame material is supported by the jack is almost the same. To be implemented.

上記の土留め装置を使用して管埋設用溝を掘削した場合、掘削溝内へガス管、或いは上下水道管などの管体を埋設する際には、ジャッキ2の存在が邪魔になる。そこでジャッキ2は、管埋設作業の際にかぎり一時的に支保状態を解除して、土留めパネル1と平行する位置にまでスイング動作させる(回転して折り畳み、退避させる)ことが行われる。勿論、一時的にスイング動作させたジャッキは、管体を溝内へ下ろした後には、再び正規の支保状態に戻す操作が行なわれる。
そのためジャッキ2は、スイング用のヒンジ機構を具備するスイング式連結具を使用して支柱又は土留めパネル両端の枠材への取り付けることが従来より実施されている。前記スイング式連結具および同連結具を使用して土留め装置のジャッキを支柱又は土留めパネル両端の枠材へ取り付けた構造は、例えば下記の特許文献1、2に記載されている。
When the pipe embedding groove is excavated using the above earth retaining device, the presence of the jack 2 becomes an obstacle when a pipe body such as a gas pipe or a water and sewer pipe is embedded in the excavation groove. Therefore, the jack 2 is temporarily released from the support state only during the pipe embedding work, and is swung to a position parallel to the earth retaining panel 1 (rotated, folded, and retracted). Of course, the jack that has been temporarily swung is subjected to an operation of returning it to the normal support state after the tube body is lowered into the groove.
For this reason, it has been conventionally practiced that the jack 2 is attached to the frame members at both ends of the support column or the earth retaining panel using a swing type connecting device having a swing hinge mechanism. The structure which attached the jack of the earth retaining device to the support | pillar or the frame material of both ends of the earth retaining panel using the said swing type coupling tool and the said coupling tool is described in the following patent documents 1, 2, for example.

下記の特許文献1には、スイング用のヒンジ機構を具備するスイング式連結具を使用して支柱へジャッキを取り付たスイング式ジャッキの取付構造において、支柱又はコネクターストッパープレートとこれに対面するコネクター又はその回動部分との間にストッパーを設けてスイング動作時の垂れ落ちを防ぐ構成が開示されている。
また、下記の特許文献2に開示されたスイング式ジャッキの取付構造は、土留めパネルの支柱に形成された溝開口へ掛け止めたコネクターとスイング式ジャッキの固定側部材とをコッターで結合し、前記固定側部材にスイング用ヒンジ機構で連結されたスイング側部材とで、スイング式ジャッキの端部を支柱へ取り付けた構成とされている。
In Patent Document 1 below, in a mounting structure of a swing-type jack in which a jack is attached to a support using a swing-type connector having a swing hinge mechanism, a support or a connector stopper plate and a connector facing the support are provided. Or the structure which provides a stopper between the rotation parts and prevents dripping at the time of swing operation | movement is disclosed.
Further, the swing-type jack mounting structure disclosed in the following Patent Document 2 includes a cotter that connects a connector latched to a groove opening formed in a column of a retaining panel and a fixed-side member of the swing-type jack, The swing side member is connected to the fixed side member by a swing hinge mechanism, and the end of the swing type jack is attached to the support column.

特許第2881372号公報Japanese Patent No. 2881372 特開2004−257149号公報JP 2004-257149 A

上記したように土留め装置のスイング式ジャッキの取付構造は既に種々公知である。しかし、スイング式ジャッキが大型、大重量になると、スイング動作時にジャッキの自由端側が下方へ傾く、所謂垂れ落ちを生ずるという問題点が既に指摘されている。スイング式ジャッキのスイング動作時に垂れ落ちが生ずると、ジャッキをスイング動作させる引き寄せ作業を行っても、スイング動作が不十分で退避効果が悪くなる。スイング式ジャッキが必要十分に退避しないまま、管体を溝内へ下ろし、管体がジャッキに当たると、埋設作業の障害になるばかりでなく、管体を傷つけるおそれもある。
そこで上記の特許文献1の発明は、支柱又はコネクターストッパープレートとこれに対面するコネクター又はその回動部分との間にストッパーを設けて、スイング動作時の垂れ落ちを防ぐ構成により問題の解決を図っている。しかし、このような解決策では、既存する土留め装置のスイング式ジャッキの垂れ落ち防止には適用できず、実用的な解決策とはいえない。
また、上記特許文献2に開示されたスイング式ジャッキの取付構造も、スイング式連結具を採用している点は注目に値する。しかし、大型、大重量のジャッキを使用する場合の垂れ落ち防止に有効な対策として十分な構成とは云えない。
As described above, various structures for attaching the swing type jack of the earth retaining device are already known. However, it has already been pointed out that when the swing-type jack becomes large and heavy, the free end side of the jack tilts downward during the swing operation, so-called dripping occurs. If drooping occurs during the swing operation of the swing type jack, even if the pulling work for swinging the jack is performed, the swing operation is insufficient and the retraction effect is deteriorated. If the pipe body is lowered into the groove without the swing-type jack being sufficiently retracted and the pipe body hits the jack, not only will the obstruction work be disturbed, but the pipe body may be damaged.
Therefore, the invention of the above-mentioned Patent Document 1 aims to solve the problem by a structure in which a stopper is provided between the support column or the connector stopper plate and the connector facing the support plate or the rotating portion thereof to prevent dripping during the swing operation. ing. However, such a solution cannot be applied to prevent drooping of the swing type jack of the existing earth retaining device, and is not a practical solution.
Further, it is worth noting that the swing-type jack mounting structure disclosed in Patent Document 2 also employs a swing-type connector. However, it cannot be said that the configuration is sufficient as an effective measure for preventing dripping when a large and heavy jack is used.

本発明の目的は、既存する土留め装置のスイング式ジャッキの取付構造へ簡易に適用できるコッターの回り止め板を使用して、大型、大重量のジャッキがスイング動作時に垂れ落ちすることを防止するスイング式ジャッキの取付構造を提供することである。
本発明の次の目的は、既存するスイング式ジャッキの取付構造へ簡単に適用でき、スイング式ジャッキのスイング動作時の垂れ落ちを防ぐことに有用なコッターの回り止め板を提供することである。
An object of the present invention is to prevent a large-sized and heavy-weight jack from dripping during a swing operation by using a cotter detent plate that can be easily applied to a mounting structure of a swing-type jack of an existing earth retaining device. It is to provide a mounting structure for a swing type jack.
A further object of the present invention is to provide a cotter detent plate that can be easily applied to an existing swing-type jack mounting structure and is useful for preventing dripping during swinging of the swing-type jack.

上記した課題を解決するための手段として、請求項1に記載した発明に係るスイング式ジャッキの取付構造は、
支柱3を用いて建て込む土留めパネル1又は両端部に枠材10を備えた土留めパネル1’と、前記支柱1又は土留めパネル両端の枠材10を内側から支保する複数のジャッキ2とで構成され、掘削溝の両側壁に沿って設置する土留め装置の前記ジャッキ2の端部を、前記支柱3又は土留めパネル両端の枠材10へスイング可能に取り付ける構造において、
前記ジャッキ2の端部はスイング用のヒンジ機構を具備するスイング式連結具5により土留め装置を構成する支柱3又は土留めパネル両端の枠材10へ取り付けられ、同スイング式連結具5の前記取付部にコッター52の回り止め板7が組み付けられている。
前記スイング式連結具5は、前記支柱3又は土留めパネル両端の枠材10の取付用孔3a又は10aへ差し入れ回転して止めるコネクタ部材51と、前記コネクタ部材51と嵌め合わせコッター52により結合される固定側部材50と、前記固定側部材50とはスイング用のヒンジ機構53を介して連結されたスイング側部材54とで構成され、ジャッキ2の端部は前記スイング側部材54と結合されていること、
前記コッター52の回り止め板7は、前記スイング式連結具5のコネクタ部材51と固定側部材50とを結合したコッター52の位置を拘束するコッター保持部73、および前記スイング式連結具5の固定側部材50を通す貫通孔70を有する構成であり、
前記回り止め板7はその貫通孔70を固定側部材50へ嵌めて組み付け、且つ前記支柱3又は土留めパネル両端の枠材10へ回転しない状態に設置され、前記コネクタ部材51と固定側部材50を結合したコッター52は前記回り止め板7のコッター保持部73へ保持させて回り止め状態にその位置が拘束されていることを特徴とする。
As a means for solving the above-described problem, the mounting structure of the swing type jack according to the invention described in claim 1 is:
The earth retaining panel 1 to be built using the pillar 3 or the earth retaining panel 1 ′ having the frame members 10 at both ends, and the plurality of jacks 2 that support the frame members 10 at both ends of the pillar 1 or the earth retaining panel from the inside. In the structure of attaching the end part of the jack 2 of the earth retaining device installed along the both side walls of the excavation groove to the frame material 10 at both ends of the pillar 3 or the earth retaining panel in a swingable manner.
The end of the jack 2 is attached to the support 3 constituting the earth retaining device or the frame members 10 at both ends of the earth retaining panel by the swing type coupler 5 having a swing hinge mechanism. The detent plate 7 of the cotter 52 is assembled to the mounting portion.
The swing-type connector 5 is coupled by a connector member 51 that is inserted into the mounting holes 3a or 10a of the frame member 10 at both ends of the support column 3 or the earth retaining panel and stopped by rotation, and the connector member 51 and a mating cotter 52. The fixed side member 50 and the fixed side member 50 are configured by a swing side member 54 connected via a swing hinge mechanism 53, and an end portion of the jack 2 is coupled to the swing side member 54. Being
The detent plate 7 of the cotter 52 includes a cotter holding portion 73 that restrains the position of the cotter 52 that connects the connector member 51 and the fixed-side member 50 of the swing-type connector 5, and fixing the swing-type connector 5. It is a configuration having a through hole 70 through which the side member 50 passes,
The rotation stop plate 7 is assembled by fitting the through hole 70 to the fixed side member 50 and is not rotated to the frame material 10 at both ends of the support column 3 or the earth retaining panel, and the connector member 51 and the fixed side member 50 are installed. The position of the cotter 52 coupled to the rotation stop plate 7 is held by the cotter holding portion 73 of the rotation stop plate 7 and the position thereof is restricted in the rotation stop state.

請求項2に記載した発明は、請求項1に記載したスイング式ジャッキの取付構造において、
コッター52の回り止め板7は、土留め装置を構成する支柱3の両側面をフランジ部77により抱持させて、又は少なくとも回り止め板7の一側縁を土留めパネル両端の枠材10に形成された凸部11へ当接させて、若しくは前記支柱3又は土留めパネル両端の枠材10に設けた回り止め用ストッパにより回転しない状態に設置されていることを特徴とする。
請求項3に記載した発明は、請求項1又は2に記載したスイング式ジャッキの取付構造において、
コッター52の回り止め板7は、スイング式連結具5の固定側部材50を通す貫通孔70を二等分した分割型として構成され、二つの分割部材71,72は、前記二等分した半円孔70aを固定側部材50へ両側方から嵌め合わせて一つの円孔に完成する状態に組み付け、二つの分割部材71,72は連結手段75により結合されていることを特徴とする。
The invention described in claim 2 is the mounting structure of the swing type jack described in claim 1,
The detent plate 7 of the cotter 52 has both side surfaces of the support column 3 constituting the earth retaining device held by the flange portions 77, or at least one side edge of the detent plate 7 on the frame members 10 at both ends of the earth retaining panel. It is set in a state where it does not rotate in contact with the formed convex portion 11 or by a rotation stopper provided on the frame member 10 at both ends of the support column 3 or the earth retaining panel.
The invention described in claim 3 is the mounting structure of the swing type jack described in claim 1 or 2,
The detent plate 7 of the cotter 52 is configured as a split type that bisects the through hole 70 through which the fixed side member 50 of the swing-type connector 5 is passed, and the two split members 71 and 72 are divided in half. The circular hole 70a is fitted to the fixed side member 50 from both sides and assembled into a single circular hole, and the two divided members 71 and 72 are connected by a connecting means 75.

請求項4に記載した発明に係るスイング式連結具のコッターの回り止め板は、
土留め装置のジャッキ2を土留め装置を構成する支柱3又は土留めパネル両端の枠材10へ取り付ける、スイング式連結具5の固定側部材50とコネクタ部材51を結合したコッター52を、回り止め状態に拘束する回り止め板7であって、
スイング式連結具の固定側部材50とコネクタ部材51を結合したコッター52の位置を回り止め状態に拘束するコッター保持部73、および前記スイング式連結具5の固定側部材50を通す貫通孔70を有しており、
前記貫通孔70を前記固定側部材50へ嵌めて組み付けられ、且つ土留め装置を構成する前記支柱3又は土留めパネル両端の枠材10へ回転しない状態に設置され、
前記コネクタ部材51と固定側部材50を結合したコッター52は、当該回り止め板7のコッター保持部73へ保持させてその位置を回り止め状態に拘束する構成であることを特徴とする。
The detent plate of the cotter of the swing type connector according to the invention described in claim 4,
A cotter 52 that joins the fixed side member 50 of the swing-type connector 5 and the connector member 51 for attaching the jack 2 of the earthing device to the support 3 constituting the earthing device or the frame material 10 at both ends of the earthing panel is prevented. A detent plate 7 for restraining the state,
A cotter holding portion 73 that restrains the position of the cotter 52 that joins the fixed side member 50 and the connector member 51 of the swing type coupler to a non-rotating state, and a through hole 70 through which the fixed side member 50 of the swing type coupler 5 passes. Have
The through-hole 70 is fitted and assembled to the fixed side member 50, and is installed in a state where it does not rotate to the frame material 10 at both ends of the pillar 3 or the earth retaining panel constituting the earth retaining device,
The cotter 52 in which the connector member 51 and the fixed-side member 50 are coupled to each other is characterized in that the cotter 52 is held by the cotter holding portion 73 of the rotation stopper plate 7 and the position thereof is restricted to the rotation stop state.

請求項5に記載した発明は、請求項4に記載したスイング式連結具のコッターの回り止め板において、
回り止め板7は、土留め装置を構成する支柱3の両側面を抱持するフランジ部77を備えており、該フランジ部77により前記支柱3の両側面を抱持させて回転しない状態に設置されることを特徴とする。
請求項6に記載した発明は、請求項4又は5に記載したスイング式連結具のコッターの回り止め板において、
回り止め板7は、スイング式連結具5を構成する固定側部材50を通す貫通孔70を二等分した分割型として構成されており、二つの分割部材71,72は、前記二等分した半円孔70aを前記固定側部材50へ両側方から一つの円孔に完成する状態に組み付けた上で結合する連結手段75を備えている構成を特徴とする。
請求項7に記載した発明は、請求項4〜6のいずれか一に記載したスイング式連結具のコッターの回り止め板において、
回り止め板7のコッター保持部73は、当該回り止め板7上に起立する凸部として形成され、同コッター保持部73にコッター52を保持する切り欠き形状の溝73a、又はコッター52を通して保持させる孔が設けられている構成を特徴とする。
請求項8に記載した発明は、請求項4〜7のいずれか一に記載したスイング式連結具のコッターの回り止め板において、
回り止め板7には、上記コッターの保持部73と貫通孔70を間に隔てて相対峙する配置でコッターの受け部74が凸部として設けられており、該コッターの受け部74は、コッター保持部73のコッター支持高さとほぼ等しい高さに形成されていることを特徴とする。
According to a fifth aspect of the present invention, in the detent plate for the cotter of the swing type connecting device according to the fourth aspect,
The rotation stopper plate 7 includes flange portions 77 that hold both side surfaces of the support column 3 constituting the earth retaining device. The flange portion 77 holds the both side surfaces of the support column 3 so as not to rotate. It is characterized by being.
The invention described in claim 6 is the detent plate of the cotter of the swing type connecting device described in claim 4 or 5,
The rotation stopper plate 7 is configured as a divided type in which the through hole 70 through which the fixed-side member 50 constituting the swing type connector 5 is passed is divided into two equal parts, and the two divided members 71 and 72 are divided into the two equal parts. The semicircular hole 70a is connected to the fixed side member 50 from both sides so as to be completed into a single circular hole, and the connecting means 75 is provided for coupling.
The invention described in claim 7 is the detent plate of the cotter of the swing-type connector according to any one of claims 4 to 6,
The cotter holding portion 73 of the rotation stop plate 7 is formed as a convex portion standing on the rotation stop plate 7, and the cotter holding portion 73 is held through a notch-shaped groove 73 a for holding the cotter 52 or the cotter 52. It is characterized by a configuration in which holes are provided.
The invention described in claim 8 is the detent plate of the cotter of the swing type connecting device according to any one of claims 4 to 7,
The rotation stopper plate 7 is provided with a cotter receiving portion 74 as a convex portion in such a manner that the cotter holding portion 73 and the through hole 70 are opposed to each other with the cotter holding portion 73 interposed therebetween. The holding part 73 is formed to have a height substantially equal to the cotter support height.

請求項1〜3に記載した発明に係るスイング式ジャッキの取付構造は、土留め装置を構成する支柱3又は土留めパネル両端の枠材10へ、スイング式ジャッキ2の端部をスイング式連結具5により取り付けた上で、同スイング式連結具5の固定側部材50へコッター回り止め板7を組み付け、且つ前記支柱3又は土留めパネル両端の枠材10へ回転しない状態に設置し、このコッター回り止め板7のコッター保持部73へ、前記固定側部材50とコネクター部材4を結合したコッター6を保持させて回り止め状態にその位置を拘束させるから、スイング式ジャッキ2が大型、大重量でも、スイング式連結具5(のヒンジ機構53)が傾いたり回転変位することは構造的に確実に阻止でき、同ジャッキ2のスイング動作時の垂れ落ちを防止できる。
しかも本発明のジャッキ取付構造は、コッター52の回り止め板7をスイング式連結具5の固定側部材50へ組み付けて実施する構成であるから、既存する土留め装置のスイング式ジャッキの取付構造へ容易に適用、実施して同様にジャッキ2のスイング動作時の垂れ落ちを防止することができるから、現状の管埋設工事に広く実施して円滑で効率的な施工に貢献できる。
即ち、本発明に係るスイング式ジャッキの取付構造を実施すると、管埋設工事に際して、管体を掘削溝内へ埋設するためスイング式ジャッキ2をスイングさせるとき、ジャッキ2は垂れ落ちせず確実に必要十分に土留めパネル1と平行する姿勢に退避させられ、数回も引き寄せ作業を繰り返す手間を必要としないから、作業効率を高められる。そして、スイング式ジャッキ2を必要十分に退避させられる結果、管体を溝内へ下ろす埋設作業を円滑に進められ、管体がジャッキに当たって傷つく虞もない。
The swing-type jack mounting structure according to the first to third aspects of the present invention includes a swing-type coupling device in which the end of the swing-type jack 2 is connected to the frame members 10 at both ends of the support column 3 or the retaining panel constituting the earth retaining device. 5, the cotter detent plate 7 is assembled to the fixed side member 50 of the swing-type connector 5, and the cotter is installed so as not to rotate to the frame 3 at both ends of the support column 3 or the earth retaining panel. Since the cotter 6 in which the fixed side member 50 and the connector member 4 are coupled to the cotter holding part 73 of the rotation stopper plate 7 is held and the position thereof is restricted in the rotation prevention state, the swing type jack 2 is large and heavy. In addition, it is possible to structurally prevent the swing-type coupler 5 (the hinge mechanism 53) from being tilted or rotationally displaced, and to prevent the jack 2 from dripping during the swing operation. .
Moreover, since the jack mounting structure of the present invention is configured to be implemented by assembling the rotation stopper plate 7 of the cotter 52 to the fixed side member 50 of the swing type coupler 5, the mounting structure of the swing type jack of the existing earth retaining device is implemented. Since it can be easily applied and implemented and the dripping of the jack 2 during the swing operation can be prevented in the same manner, it can be widely applied to the current pipe embedding work and contribute to smooth and efficient construction.
That is, when the swing type jack mounting structure according to the present invention is implemented, when the swing type jack 2 is swung in order to embed the pipe body in the excavation groove, the jack 2 is surely required without dripping. Since it is sufficiently retracted in a posture parallel to the earth retaining panel 1 and does not require the labor of repeating the pulling operation several times, work efficiency can be improved. Then, as a result of the swing-type jack 2 being retracted sufficiently and sufficiently, the burying operation of lowering the pipe body into the groove can be smoothly proceeded, and there is no possibility that the pipe body hits the jack and is damaged.

また、請求項4〜8に記載した発明に係るコッターの回り止め板7は、構造が簡単であるから安価に製造できる。しかも現場での使い勝手に優れ、既存する土留め装置のスイング式ジャッキ取付構造へ簡便に適用できるから、スイング式ジャッキのスイング動作の垂れ落ち防止に広く実効をあらしめる。   Moreover, the cotter detent plate 7 according to the inventions described in claims 4 to 8 can be manufactured at low cost because of its simple structure. Moreover, since it is easy to use in the field and can be easily applied to the swing-type jack mounting structure of an existing earth retaining device, it is widely effective in preventing the swing action of the swing-type jack from dripping.

支柱3を用いて建て込む土留めパネル1又は両端部に枠材10を備えた土留めパネル1’と、前記支柱1又は土留めパネル両端の枠材10を内側から支保する複数のジャッキ2とで構成され、掘削溝の両側壁に沿って設置する土留め装置の前記ジャッキ2の端部を、支柱3又は土留めパネル両端の枠材10へスイング可能に取り付ける構造へ実施する。
前記ジャッキ2の端部は、スイング用のヒンジ機構53を具備するスイング式連結具5により土留め装置を構成する支柱3又は土留めパネル両端の枠材10へ取り付けられ、同スイング式連結具5の前記取付部にコッター52の回り止め板7が組み付けられている。
前記スイング式連結具5は、前記支柱3又は土留めパネル両端の枠材10の取付用孔3a又は10aへ差し入れ回転して止めるコネクタ部材51と、前記コネクタ部材51と嵌め合わせコッター52により結合される固定側部材50と、前記固定側部材50とはスイング用のヒンジ機構53を介して連結されたスイング側部材54とで構成し、ジャッキ2の端部は前記スイング側部材54と結合する。
前記コッター52の回り止め板7は、前記コネクタ部材51と固定側部材50とを結合したコッター52の位置を拘束するコッター保持部73、および前記スイング式連結具5の固定側部材50を通す貫通孔70を有する構成である。
前記回り止め板7はその貫通孔70を前記スイング式連結具5の固定側部材50へ嵌めて組み付け、且つ前記支柱3又は土留めパネル両端の枠材10へ回転しない状態に設置する。そして、前記コネクタ部材51と固定側部材50を結合したコッター52は、前記回り止め板7のコッター保持部73へ保持させて回り止め状態にその位置を拘束させる。
The earth retaining panel 1 to be built using the pillar 3 or the earth retaining panel 1 ′ having the frame members 10 at both ends, and the plurality of jacks 2 that support the frame members 10 at both ends of the pillar 1 or the earth retaining panel from the inside. And the end of the jack 2 of the earth retaining device installed along the both side walls of the excavation groove is implemented in a structure that swingably attaches to the support 3 or the frame material 10 at both ends of the earth retaining panel.
The end portion of the jack 2 is attached to the supporting column 3 constituting the earth retaining device or the frame members 10 at both ends of the earth retaining panel by the swing type coupling device 5 having a swing hinge mechanism 53. The rotation stopper plate 7 of the cotter 52 is assembled to the mounting portion.
The swing-type connector 5 is coupled by a connector member 51 that is inserted into the mounting holes 3a or 10a of the frame member 10 at both ends of the support column 3 or the earth retaining panel and stopped by rotation, and the connector member 51 and a mating cotter 52. The fixed side member 50 and the fixed side member 50 are configured by a swing side member 54 connected via a swing hinge mechanism 53, and an end portion of the jack 2 is coupled to the swing side member 54.
The detent plate 7 of the cotter 52 passes through the cotter holding portion 73 that restrains the position of the cotter 52 that couples the connector member 51 and the fixed side member 50, and the fixed side member 50 of the swing type connector 5. This is a configuration having holes 70.
The anti-rotation plate 7 is assembled in such a manner that the through hole 70 is fitted to the fixed side member 50 of the swing-type connector 5 and is not rotated to the frame material 10 at both ends of the support column 3 or the earth retaining panel. And the cotter 52 which couple | bonded the said connector member 51 and the stationary-side member 50 is hold | maintained to the cotter holding | maintenance part 73 of the said rotation stop plate 7, and restrains the position to a rotation stop state.

以下に、本発明を図示した実施例に基づいて説明する。
図1に示した土留め装置については、既に背景技術の項で概略を説明したとおり、支柱3を用いて土留めパネル1を立て、スイング式ジャッキ2の端部はスイング式連結具5により支柱3へ取り付けている。その取付構造を、本発明の実施例として図2〜図5に示した。先ずはスイング式連結具5の構成、機能を概説する。
図3に取付構造の主要部の構成を分解状態で示したとおり、スイング式連結具5を構成するコネクタ部材51はその先端部に略T字形のコネクタ頭部51aを有し、支柱3に形成された取付用長孔3aへ前記コネクタ頭部4aを縦向きに挿入し、約90°回転してコネクタ頭部51aを水平の向きにすることで同支柱3の裏面へ掛け止めることは既に知られている。
このコネクタ部材4は、同じスイング式連結具5を構成する固定側部材50の中心部の貫通孔50eへ密接に嵌め込まれる。そして、固定側部材50の角形ソケット部50cのコッター孔50dと前記コネクタ部材51のコッター孔51bを一致させ、一定の傾きを持つ先細形状のコッター52を差すと、図5のように、同コッター6の楔作用により、コネクタ頭部51aが支柱3の裏面へ強固に引き付けられて固定側部材50は支柱3と強固に結合される。固定側部材50は、前記角形ソケット部50cのベース板50aの裏面側に、固定側部材50を支柱3へ安定に接触させる硬質ゴム座50bを備えている。
また、角形ソケット部50cのコッター孔50dと前記コネクタ部材51のコッター孔51bへ差したコッター52の先端部へは、抜け止め用のピン55を差して抜け止めを図ることも行われる(図3と図5を参照)。
Hereinafter, the present invention will be described based on illustrated embodiments.
As for the earth retaining device shown in FIG. 1, as already outlined in the background art section, the earth retaining panel 1 is erected using the pillar 3, and the end of the swing-type jack 2 is supported by the swing-type connector 5. 3 is attached. The mounting structure is shown in FIGS. 2 to 5 as an embodiment of the present invention. First, the configuration and function of the swing type coupler 5 will be outlined.
As shown in the exploded state of the configuration of the main part of the mounting structure in FIG. 3, the connector member 51 constituting the swing type coupler 5 has a substantially T-shaped connector head 51 a at its tip, and is formed on the column 3. It is already known that the connector head 4a is inserted vertically into the mounting elongated hole 3a and rotated about 90 ° so that the connector head 51a is oriented horizontally to be hung on the back surface of the column 3. It has been.
The connector member 4 is closely fitted into the through hole 50e at the center of the fixed side member 50 that constitutes the same swing-type connector 5. Then, when the cotter hole 50d of the rectangular socket portion 50c of the fixed side member 50 and the cotter hole 51b of the connector member 51 are made to coincide with each other and a tapered cotter 52 having a certain inclination is inserted, as shown in FIG. By the wedge action 6, the connector head 51 a is firmly attracted to the back surface of the column 3, and the fixed member 50 is firmly coupled to the column 3. The fixed side member 50 includes a hard rubber seat 50b that stably contacts the fixed side member 50 to the support column 3 on the back surface side of the base plate 50a of the rectangular socket portion 50c.
Further, a retaining pin 55 is inserted to prevent the cotter 52 from being inserted into the cotter hole 50d of the rectangular socket portion 50c and the cotter hole 51b of the connector member 51 (FIG. 3). And FIG. 5).

次に、スイング式連結具5を構成するスイング側部材54は、図4が分かりやすいように、前記固定側部材50とスイング用ヒンジ機構53で連結されている。
即ち、スイング側部材54は、2本のヒンジピン53a、53aを差すヒンジソケット53bを両端部に備えている。一方、固定側部材50の前記ベース板50aにも、対応する配置でヒンジソケット53fが設けられており、双方のヒンジソケット53bと53fを一致させ、前記2本のヒンジピン53aをそれぞれ差すことにより、スイング式連結具53の組み立てが完成する。
ただし、前記のように2本のヒンジピン53a、53aを差した連結状態は、スイング側部材54を固定した状態(非スイング状態)である。その上で、図4に示すように1本のヒンジピン53aを引き抜くと、残る1本のヒンジピン53aがヒンジ軸(回転軸)となり、スイング側部材54はスイング動作が可能な状態となる。
このスイング側部材54の正面部に一体的に設けられた連結用ソケット部54aへ、ジャッキ2のスイング側端部が差し込まれ、連結ピン9を差して結合されている。
Next, the swing side member 54 constituting the swing type connecting tool 5 is connected to the fixed side member 50 and the swing hinge mechanism 53 so that FIG. 4 can be easily understood.
That is, the swing side member 54 includes hinge sockets 53b for inserting the two hinge pins 53a and 53a at both ends. On the other hand, the base plate 50a of the fixed-side member 50 is also provided with a hinge socket 53f in a corresponding arrangement. By aligning both the hinge sockets 53b and 53f and inserting the two hinge pins 53a, Assembling of the swing type coupler 53 is completed.
However, the connected state in which the two hinge pins 53a and 53a are connected as described above is a state in which the swing side member 54 is fixed (non-swing state). Then, as shown in FIG. 4, when one hinge pin 53a is pulled out, the remaining one hinge pin 53a becomes a hinge shaft (rotating shaft), and the swing side member 54 is in a state in which a swing operation is possible.
The swing side end portion of the jack 2 is inserted into the connecting socket portion 54a provided integrally with the front portion of the swing side member 54, and is connected by connecting the connecting pin 9.

以上に説明したスイング式連結具5の構成を前提として、コッターの回り止め板7が使用される。
回り止め板7は、図3がわかりやすいように、スイング式連結具5の固定側部材50を構成する上記硬質ゴム座50b及びベース板50aを貫通させる円形の貫通孔70(図8Aを参照)を有している。貫通孔70は、固定側部材50の硬質ゴム座50bを直接支柱3の外面へ接触させジャッキ2の加力を直接支柱3へ伝達させるため、および当該コッターの回り止め板7を固定側部材50へ組み付け可能とするためのものである。
図3に示したコッターの回り止め板7は、その中央部に位置する円形の貫通孔70(図8Aを参照)の中心を通る直径線に沿って上下に二分された二つの分割部材71、72で構成されている。図示例の回り止め板7は、スイング式ジャッキ2の取り付け対象が上記した支柱3であることを前提として、平板の両側縁部に、支柱3の両側面を抱持して回転を防ぐフランジ部77、77を裏面方向へ起立させた構成とされている。前記円形の貫通孔70の直径は、スイング式連結具5の上記固定側部材50の硬質ゴム座50b及びベース板50aの外径と略同径(一例として123mm)ないしそれよりも少し大きい直径とされている。その理由は、当該回り止め板7を固定側部材50へ組み付ける作業が楽で、しかも設置状態の安定性が良い構成とするためである。
The cotter detent plate 7 is used on the premise of the configuration of the swing-type connector 5 described above.
As shown in FIG. 3, the rotation stopper plate 7 has a circular through hole 70 (see FIG. 8A) that penetrates the hard rubber seat 50b and the base plate 50a constituting the stationary member 50 of the swing-type connector 5. Have. The through hole 70 directly contacts the outer surface of the support column 3 with the hard rubber seat 50b of the fixed side member 50 to transmit the force of the jack 2 directly to the support column 3, and the rotation stopper plate 7 of the cotter is fixed to the fixed side member 50. It is for enabling assembly.
The cotter detent plate 7 shown in FIG. 3 has two divided members 71 that are divided into two vertically along a diameter line passing through the center of a circular through hole 70 (see FIG. 8A) located at the center thereof. 72. The anti-rotation plate 7 in the illustrated example is a flange portion that prevents rotation by holding both side surfaces of the column 3 on both side edges of the flat plate on the assumption that the mounting target of the swing type jack 2 is the column 3 described above. 77 and 77 are configured to stand up toward the back surface. The diameter of the circular through hole 70 is substantially the same diameter (as an example, 123 mm) or slightly larger than the outer diameter of the hard rubber seat 50b and the base plate 50a of the fixed side member 50 of the swing type connector 5. Has been. The reason is that the work of assembling the rotation stopper plate 7 to the stationary member 50 is easy and the installation state is stable.

回り止め板7の詳細な構成は、図6〜図8に詳示した通りである。
先ず図6A、Bに示した分割部材71は、円形の貫通孔70(図8を参照)の中心を通る直径線に沿って二等分された一方を示す。半円孔部70aの円周に沿う中央部位に、上記コッター保持部73が、当該半割部材71の表面側へ起立させた凸部として一体的に形成され、該保持部73の中央頂部には、コッター52を差し入れて回り止め状態に確実に保持させる切り欠き形状のコッター受け溝73aが、コッター52の回り止め作用に必要十分な深さ(一例として深さ25mm程度)に設けられている。また、半円孔部70aの円周の両側位置には、分割部材相互の連結手段として、同円周の接線方向へ突き出る連結用腕75が板面に沿って設置され、その先端部に連結用ボルト75aが垂直に設けられている。
The detailed configuration of the rotation stopper plate 7 is as shown in detail in FIGS.
First, the dividing member 71 shown in FIGS. 6A and 6B shows one divided into two along a diameter line passing through the center of the circular through hole 70 (see FIG. 8). The cotter holding portion 73 is integrally formed as a convex portion standing on the surface side of the half member 71 at a central portion along the circumference of the semicircular hole portion 70a. Is provided with a notch-shaped cotter receiving groove 73a that inserts the cotter 52 and securely holds the cotter 52 in a non-rotating state at a depth (for example, a depth of about 25 mm) that is necessary and sufficient for the anti-rotation action of the cotter 52. . Further, at both side positions of the circumference of the semicircular hole portion 70a, a connecting arm 75 protruding in the tangential direction of the circumference is installed along the plate surface as a connecting means between the divided members, and connected to the tip portion thereof. Bolts 75a are provided vertically.

次に、図7A、Bに示した分割部材72は、同じく円形の貫通孔70の中心を通る直径線に沿って二等分された他方である。やはり支柱3の両側面を抱持して回転を防ぐフランジ部77、77を裏面方向へ起立させた構成である。そして、半円孔部70aの円周に沿う中央部位には、コッター52を、図6の分割部材71のコッター受け溝73aへ保持させた際に、同コッター52の反対側端部を載せるコッター受け部74が、上記コッターの保持部73と貫通孔70を間に隔てて相対峙する配置で、当該半割部材72の表面側に起立する凸部として設けられている。また、半円孔部70aの円周の両側位置には、上記図6の分割部材71と組み合わせて両者の半円孔部70aが完全な円形の貫通孔70になると、連結用腕75の先端部に設けられた連結用ボルト75aと丁度中心が一致する位置に、同連結用ボルト75aをねじ込むネジ孔78が合計2個設けられている。   Next, the divided member 72 shown in FIGS. 7A and 7B is the other divided into two along the diameter line passing through the center of the circular through hole 70. Again, the flange portions 77 and 77 that hold both side surfaces of the support column 3 to prevent rotation are erected in the back surface direction. A cotter on which the opposite end of the cotter 52 is placed when the cotter 52 is held in the cotter receiving groove 73a of the dividing member 71 of FIG. 6 at the central portion along the circumference of the semicircular hole portion 70a. The receiving part 74 is provided as a convex part standing on the surface side of the half member 72 in such a manner that the holding part 73 and the through hole 70 of the cotter are opposed to each other with the receiving part 74 therebetween. Further, at both side positions of the circumference of the semicircular hole portion 70a, when the semicircular hole portions 70a of both the semicircular hole portions 70a become a perfect circular through hole 70 in combination with the dividing member 71 of FIG. A total of two screw holes 78 into which the connecting bolts 75a are screwed are provided at positions where the centers coincide with the connecting bolts 75a provided in the section.

上記二つの分割部材71、72を、各々の半円孔部70a同士が完全円となるように組み合わせ、左右二つの連結用腕75、75の連結用ボルト75a、75aにより結合したコッター回り止め板7の組み立て完成状態を図8A、Bに示している。
上記構成のコッター回り止め板7を使用するジャッキ取付構造は、次のように実施される。
ジャッキ取付構造の手順には種々あるが、一例の手順としては、図3に示したコネクタ部材51を先ず固定側部材50の貫通孔50eへ嵌め込み、両者のコッター孔51bと50dを一致させ、コッター52を差して仮止めした状態とする。その上で、コネクタ部材51の頭部51aを、土留めパネル1を支持する支柱3の取付用長孔3aへ挿入し、図3の垂直姿勢から水平姿勢にまで約90°回す。するとコネクタ部材51の頭部51aは、支柱3の裏面側へがっちり掛け止められる。この時点でコッター52は略垂直な姿勢とされる(図2、図4)。
A cotter detent plate in which the two divided members 71 and 72 are combined so that the semicircular hole portions 70a are completely circular, and are connected by connecting bolts 75a and 75a of the two left and right connecting arms 75 and 75. The assembled state of 7 is shown in FIGS. 8A and 8B.
The jack mounting structure using the cotter detent plate 7 having the above-described configuration is implemented as follows.
Although there are various procedures for the jack mounting structure, as an example procedure, the connector member 51 shown in FIG. 3 is first fitted into the through hole 50e of the fixed side member 50, and both the cotter holes 51b and 50d are made to coincide with each other. 52 is assumed to be temporarily fixed. Then, the head portion 51a of the connector member 51 is inserted into the attachment long hole 3a of the support column 3 that supports the earth retaining panel 1, and is rotated by about 90 ° from the vertical posture to the horizontal posture in FIG. Then, the head portion 51 a of the connector member 51 is firmly latched to the back surface side of the column 3. At this point, the cotter 52 is in a substantially vertical posture (FIGS. 2 and 4).

しかる後に、上記の固定側部材50に対して、コッター回り止め板7を構成する二つの分割部材71、72を、それぞれの裏面に起立するフランジ部77、77が支柱3の両側面を抱持する状態に支柱3へ接触させ、そのまま滑らせて固定側部材50の硬質ゴム座50b及びベース板50aへ接近させる。
こうして固定側部材50の硬質ゴム座50b及びベース板50aへ接近させた上位側の分割部材71は、そのコッター保持部73に設けたコッター受け溝73aの中へ、コッター52の上端部を進入させる。なお、この作業は、コッター保持部73へコッター52を進入させる孔を設けた構成で実施する場合でも同様で、その孔へコッター52の上端部を進入させる。
前記の作業段階では未だコッター52は上記した仮止め状態であるから、コッター受け溝73aの中へコッター52の上端部を進入させる作業は、方向性を適度に調整しつつ行うことが容易である。
逆に、下位側の分割部材72のコッター受け部74の上には、同コッター52の下端部を載せて支持させる。そのためコッター受け溝73aの溝底の高さと、コッター受け部74の上面の高さはほぼ等しい構成とされている(図5を参照)。
しかる後に、上記二つの分割部材71、72は、それぞれの半円孔部70aが固定側部材50(硬質ゴム座5b及びベース板5a)を抱えて一つの完全円状態になった段階で、連結用腕75の先端部に設けられた連結用ボルト75aを、相手方のネジ孔78へねじ込む操作により、一つの回り止め板7に一体化し(図8を参照)、もってコッター回り止め板7の組み付けと設置作業が終了する。
Thereafter, the two split members 71 and 72 constituting the cotter detent plate 7 are held by the flange portions 77 and 77 standing on the respective back surfaces of the fixed side member 50 with respect to the fixed side member 50. In this state, the support 3 is brought into contact with the support 3 and is slid as it is to approach the hard rubber seat 50b and the base plate 50a of the stationary member 50.
In this way, the upper-side divided member 71 that is brought close to the hard rubber seat 50b and the base plate 50a of the fixed side member 50 causes the upper end portion of the cotter 52 to enter the cotter receiving groove 73a provided in the cotter holding portion 73. . This operation is the same even when the hole for allowing the cotter 52 to enter the cotter holding portion 73 is provided, and the upper end of the cotter 52 is allowed to enter the hole.
Since the cotter 52 is still in the temporarily fixed state in the above-described work stage, the work of entering the upper end of the cotter 52 into the cotter receiving groove 73a can be easily performed while adjusting the directionality appropriately. .
Conversely, the lower end portion of the cotter 52 is placed on and supported by the cotter receiving portion 74 of the lower split member 72. For this reason, the height of the bottom of the cotter receiving groove 73a and the height of the upper surface of the cotter receiving portion 74 are substantially equal (see FIG. 5).
Thereafter, the two divided members 71 and 72 are connected to each other when the semicircular hole portions 70a are in a complete circular state with the fixed side member 50 (the hard rubber seat 5b and the base plate 5a). The connecting bolt 75a provided at the distal end of the arm 75 is integrated into one rotation stopper plate 7 by screwing it into the screw hole 78 of the other party (see FIG. 8). And the installation work is finished.

上記のようにしてコッター回り止め板7の組み付けと設置作業が終了し段階で、上記した仮止め状態のコッター52は、図5に示したように必要十分に深く差し込んでコネクタ部材51および固定側部材50を支柱3へ強固に固定する。そして、必要に応じてコッター52の先端部へ抜け止めピン55を差して爾後の作業の安全性を図るのが良い。
因みに先細形状(楔形状)に傾斜したコッター52は、図5に示したように、その非傾斜面側を上記コッター保持部73(のコッター受け溝73aの溝底)およびコッター受け部74の上に支持させる。このようにコッター52はコッター保持部73のコッター受け溝73aとコッター受け部74とで両端支持させるから、コッター受け溝73aの溝底とコッター受け部74の高さ(コッター回り止め板7の表面からの高さ)は等しく構成されている。一方、コッター52の傾斜面側は、コネクター部材51のコッター孔51bにおいて同じ傾斜角度に形成された孔縁へ図5に示すように迫り込む楔作用により、コネクタ頭部51aは強力に引っ張られ、支柱3における取付用長孔3aの裏面側へ強く圧接され固定側部材50を支柱3へ固定する目的が達せられる。
At the stage where the assembly and installation work of the cotter detent plate 7 is completed as described above, the cotter 52 in the temporarily fixed state is inserted deeply and sufficiently as shown in FIG. The member 50 is firmly fixed to the column 3. Then, if necessary, it is preferable to attach a retaining pin 55 to the tip of the cotter 52 to ensure the safety of the work after the dredging.
Incidentally, as shown in FIG. 5, the cotter 52 inclined in a tapered shape (wedge shape) has its non-inclined surface side on the cotter holding portion 73 (the groove bottom of the cotter receiving groove 73 a) and the cotter receiving portion 74. To support. Thus, since the cotter 52 is supported at both ends by the cotter receiving groove 73a and the cotter receiving part 74 of the cotter holding part 73, the groove bottom of the cotter receiving groove 73a and the height of the cotter receiving part 74 (the surface of the cotter detent plate 7). (Height from) are equally configured. On the other hand, on the inclined surface side of the cotter 52, the connector head 51a is strongly pulled by the wedge action that pushes into the hole edge formed at the same inclination angle in the cotter hole 51b of the connector member 51 as shown in FIG. The purpose of fixing the fixed side member 50 to the support column 3 by pressing strongly to the back surface side of the mounting elongated hole 3a in the support column 3 is achieved.

その結果、コッター52は、その垂直姿勢が回り止め板7のコッター保持部73(のコッター受け溝73a)によりがっちり保持され、その位置が決して回転変位しない状態に確実に拘束される。
したがって、このコッター52を介して、スイング式連結具5の固定側部材50とスイング側部材54の位置関係も、回転変位しない状態にがっちり保持、拘束される。よって、スイング式ジャッキ2が大型、大重量であっても、そのスイング動作時に垂れ落ちの不具合を生ずることは無いのである。
As a result, the vertical position of the cotter 52 is firmly held by the cotter holding portion 73 (the cotter receiving groove 73a) of the rotation stopper plate 7, and the position of the cotter 52 is surely restrained so as not to be rotationally displaced.
Therefore, the positional relationship between the fixed side member 50 and the swing side member 54 of the swing type coupler 5 is firmly held and restrained through the cotter 52 so as not to be rotationally displaced. Therefore, even if the swing-type jack 2 is large and heavy, it does not cause a problem of dripping during the swing operation.

なお、上記実施例の説明は、固定側部材50を先に支柱3へ固定する手順を中心に説明したが、この限りではない。固定側部材50とスイング側部材54とを予めヒンジ機構53により連結しておくか否か、或いは更にスイング側部材54の連結用ソケット部54aへ、ジャッキ2のスイング側端部を差し込み、連結ピン9を差してジャッキ2を予め結合した状態で取り付けを行うか否かの手順は、それぞれ現場の担当者が計画する作業手順により決定されることである。   In addition, although description of the said Example centered on the procedure which fixes the fixed side member 50 to the support | pillar 3 previously, it is not this limitation. Whether the fixed side member 50 and the swing side member 54 are connected in advance by the hinge mechanism 53, or the swing side end portion of the jack 2 is further inserted into the connection socket portion 54a of the swing side member 54, and the connection pin The procedure of whether or not to attach the jack 2 in a state where the jack 2 is connected in advance with 9 is determined by the work procedure planned by the person in charge at the site.

次に、図9A、Bは、コッターの回り止め板の実施例2を示している。本実施例2の回り止め板7’の構成の大部分は、円形の貫通孔70の中心を通る直径線の位置で二つの分割部材71と72に二分されている点も含めて、上記実施例1の回り止め板7と共通するので、共通する構成には共通の符号を付して、重複する説明を省く。
実施例1の回り止め板7との相違点は、要するに、各分割部材71、72の両側部から裏面側へ起立するフランジ部が無いことである。
この実施例2の回り止め板7’を使用したスイング式ジャッキ取付構造の実施例2を図10に示した。
図10の土留めパネル1’は、その両端部に支柱代用の枠材10が一体的に接合されていて、スイング式ジャッキ2は前記枠材10へ取り付ける。
本実施例2の場合、コッターの回り止め板7’は、その一側縁(図10の右側縁)を、枠材10の外端に凸部として形成されたフラットバー11へぴったり接する配置として回転しない状態に設置されている。したがって、実施例1のフランジ部は無用である。
Next, FIGS. 9A and 9B show a second embodiment of the cotter detent plate. Most of the configuration of the rotation stopper plate 7 ′ of the second embodiment is divided into two divided members 71 and 72 at the position of the diameter line passing through the center of the circular through-hole 70, including the above-described implementation. Since it is common with the rotation stopper plate 7 of Example 1, the common code | symbol is attached | subjected to a common structure and the overlapping description is abbreviate | omitted.
The difference from the rotation stopper plate 7 of the first embodiment is that, in short, there is no flange portion that rises from the both side portions of the divided members 71 and 72 to the back surface side.
Example 2 of the swing type jack mounting structure using the rotation stopper plate 7 'of Example 2 is shown in FIG.
The earth retaining panel 1 ′ of FIG. 10 has a frame material 10 instead of a support column integrally joined to both ends thereof, and the swing jack 2 is attached to the frame material 10.
In the case of the second embodiment, the cotter detent plate 7 ′ is arranged so that one side edge (the right side edge in FIG. 10) is in close contact with the flat bar 11 formed as a convex portion on the outer end of the frame member 10. Installed in a non-rotating state. Therefore, the flange part of Example 1 is useless.

もっとも、上記構成のコッターの回り止め板7又は7’を、土留め装置を構成する支柱3又は両端部に支柱代用の枠材10が一体的に接合された土留めパネル1’の前記枠材10へ回転しない状態に設置する手段は、上記フランジ77を設けたり、又はフラットバー11に依存する構成には限らない。例えば上記土留めパネル1’のフラットバー11と同様に回り止め板7’の一側縁又は複数縁を回転しない状態に止める突起(ストッパーなど)を必要な位置に設けることにより、或いは回り止め板自体を前記支柱3、又は支柱代用の枠材10に対して止め付けるストッパ手段(例えばボルト止め、又は掛け止め機構など)を採用し同様にて実施することもできる。   However, the frame member of the earth retaining panel 1 ′ in which the detent plate 7 or 7 ′ of the cotter having the above structure is integrally joined to the pillar 3 constituting the earth retaining device or the frame material 10 for the pillar substitute to both ends. The means for installing in a state where it does not rotate to 10 is not limited to the configuration in which the flange 77 is provided or the flat bar 11 is relied upon. For example, similarly to the flat bar 11 of the earth retaining panel 1 ′, a protrusion (stopper or the like) that stops one side edge or a plurality of edges of the anti-rotation board 7 ′ so as not to rotate is provided at a necessary position, or the anti-rotation board. A stopper means (for example, a bolting or a latching mechanism) for fastening itself to the support column 3 or the frame material 10 for the support column can be adopted and similarly implemented.

その他の異なる実施例として、コッターの回り止め板7又は7’の貫通孔70の直径を、スイング式連結具5の固定側部材50の外径よりも取付作業に十分余裕のある大きさに形成して、一枚板の構成で実施することも可能である。即ち、スイング式連結具5を支柱3又は土留め板1’の両端の枠材10へ取り付ける際に、予め回り止め板7又は7’の貫通孔を固定側部材50の硬質ゴム座50b又はベース板50aの外周へ嵌めて組み付けておき、固定側部材50をコネクタ部材51で支柱などへ固定した後に、回り止め板7又は7’のコッター保持部73へコッター52を保持させても同様に垂れ落ちしない取り付けを行うことができる。つまり、コッターの回り止め板は二つに二分した分割構造とすることなく、一枚板構造で全く同様に実施可能である。
コッター回り止め板7又は7’のコッター保持部73に関しても、上記した切り欠き形状のコッター受け溝73aを設ける構成の他、同コッター保持部73にコッター52の保持および位置の拘束に適切な形状の孔やこれに準ずる構成要素を設けた構成で同様に実施できる。
As another different embodiment, the diameter of the through-hole 70 of the cotter detent plate 7 or 7 ′ is formed to have a sufficient margin for mounting work compared to the outer diameter of the fixed member 50 of the swing-type connector 5. And it is also possible to implement by the structure of a single board. That is, when attaching the swing-type connecting device 5 to the frame members 10 at both ends of the support column 3 or the retaining plate 1 ′, the through holes of the anti-rotation plates 7 or 7 ′ are previously provided with the hard rubber seat 50 b or the base of the fixed side member 50. Even if the cotter 52 is held on the cotter holding portion 73 of the detent plate 7 or 7 ′ after the fixed side member 50 is fixed to the support with the connector member 51 after being fitted to the outer periphery of the plate 50 a and assembled, Can be installed without dropping. In other words, the rotation stop plate of the cotter can be implemented in exactly the same way with a single plate structure without being divided into two parts.
Regarding the cotter holding portion 73 of the cotter rotation stop plate 7 or 7 ′, in addition to the configuration in which the notched cotter receiving groove 73 a is provided, a shape suitable for holding the cotter 52 and restraining the position of the cotter holding portion 73. It can implement similarly by the structure which provided the hole of this, and the component equivalent to this.

以上に本発明を図示した実施例に基づいて説明したが、本発明は、上記実施例の構成に限定されない。本発明の目的と要旨を逸脱しない範囲において、当業者が必要に応じて行う設計変更、応用のバリエーションの範囲を含むことを念のため言及する。   Although the present invention has been described based on the illustrated embodiment, the present invention is not limited to the configuration of the above embodiment. In the range which does not deviate from the object and the gist of the present invention, it will be noted that it includes a range of design changes and application variations made by those skilled in the art as needed.

土留め装置の一例を示した斜視図である。It is the perspective view which showed an example of the earth retaining apparatus. 本発明に係るスイング式ジャッキの取付構造を示した斜視図である。It is the perspective view which showed the attachment structure of the swing type jack which concerns on this invention. 前記取付構造の主要な構成部分を分解して示した斜視図である。It is the perspective view which decomposed | disassembled and showed the main component parts of the said attachment structure. 前記取付構造でジャッキをスイングさせた状態を示す斜視図である。It is a perspective view which shows the state which swung the jack with the said attachment structure. スイング式ジャッキの取付構造を示す垂直な断面図である。It is vertical sectional drawing which shows the attachment structure of a swing type jack. A、Bはコッターの回り止め板を構成する一方の分割部材を示す正面図と底面図である。A and B are the front view and bottom view which show one division member which comprises the detent plate of a cotter. A、Bはコッターの回り止め板を構成する他方の分割部材を示す正面図と底面図である。A and B are the front view and bottom view which show the other division member which comprises the detent plate of a cotter. A、Bは上記コッター回り止め板の組み立て、使用の状態を示す正面図と底面図である。A and B are a front view and a bottom view showing a state of assembly and use of the cotter detent plate. A、Bはコッターの回り止め板の異なる実施例を示す正面図と底面図である。A and B are the front view and bottom view which show the Example from which the rotation stopper plate of a cotter differs. 上記回り止め板の実施例2をスイング式ジャッキの取付構造へ適用した実施例をジャッキのスイング状態で示す斜視図である。It is a perspective view which shows the Example which applied Example 2 of the said rotation prevention board to the attachment structure of the swing type jack in the swing state of a jack.

符号の説明Explanation of symbols

1、1’ 土留めパネル
2 ジャッキ(スイング式ジャッキ)
3 支柱
5 スイング式連結具
7 コッターの回り止め板
10 土留めパネルの両端部に備えた枠材
50 固定側部材
51 コネクタ部材
52 コッター
53 スイング用のヒンジ機構
54 スイング側部材
73 コッター保持部
70 貫通孔
77 フランジ部
11 フラットバー
71、72 分割部材
70a 半円孔
75 連結手段
74 コッター受け部
1, 1 'earth retaining panel
2 Jack (Swing type jack)
3 Support 5 Swing type coupling 7 Stopper plate 10 of cotter Frame material 50 provided at both ends of earth retaining panel Fixed member 51 Connector member 52 Cutter 53 Swing hinge mechanism 54 Swing side member 73 Cotter holding portion 70 Through Hole 77 Flange part 11 Flat bar 71, 72 Dividing member 70a Semi-circular hole 75 Connecting means 74 Cotter receiving part

Claims (8)

支柱を用いて建て込む土留めパネル又は両端部に枠材を備えた土留めパネルと、前記支柱又は土留めパネル両端の枠材を内側から支保する複数のジャッキとで構成され、掘削溝の両側壁に沿って設置する土留め装置の前記ジャッキの端部を、支柱又は土留めパネル両端の枠材へスイング可能に取り付ける構造において、
前記ジャッキの端部はスイング用のヒンジ機構を具備するスイング式連結具により土留め装置を構成する支柱又は土留めパネル両端の枠材へ取り付けられ、同スイング式連結具の前記取付部にコッターの回り止め板が組み付けられていること、
前記スイング式連結具は、前記支柱又は土留めパネル両端の枠材の取付用孔へ差し入れ回転して止めるコネクタ部材と、前記コネクタ部材と嵌め合わせコッターにより結合される固定側部材と、前記固定側部材とはスイング用のヒンジ機構を介して連結されたスイング側部材とで構成され、ジャッキの端部は前記スイング側部材と結合されていること、
前記コッターの回り止め板は、前記スイング式連結具のコネクタ部材と固定側部材とを結合したコッターの位置を拘束するコッター保持部、および前記スイング式連結具の固定側部材を通す貫通孔を有する構成であり、
前記回り止め板はその貫通孔を前記スイング式連結具の固定側部材へ嵌めて組み付け、且つ前記支柱又は土留めパネル両端の枠材へ回転しない状態に設置され、前記コネクタ部材と固定側部材とを結合したコッターは前記回り止め板のコッター保持部へ保持させて回り止め状態にその位置が拘束されていることを特徴とする、スイング式ジャッキの取付構造。
It is composed of earth retaining panels to be built using pillars or earth retaining panels with frame members at both ends, and a plurality of jacks that support the frame members at both ends of the pillars or earth retaining panels from the inside, and both sides of the excavation groove In the structure where the end of the jack of the earth retaining device installed along the wall is swingably attached to the frame material at both ends of the pillar or the earth retaining panel,
The ends of the jacks are attached to the frame members on both ends of the earth retaining device or the earth retaining panel by a swing type coupling device having a swing hinge mechanism, and a cotter is attached to the mounting portion of the swing type coupling device. The rotation stop plate is assembled,
The swing-type connector includes a connector member that is inserted into the mounting holes of the frame members at both ends of the support column or the earth retaining panel and stopped by rotation, a fixed side member that is coupled to the connector member by a mating cotter, and the fixed side The member is composed of a swing side member connected via a swing hinge mechanism, and an end of the jack is coupled to the swing side member,
The detent plate of the cotter has a cotter holding part that restrains the position of the cotter that couples the connector member and the fixed side member of the swing type coupler, and a through hole through which the fixed side member of the swing type coupler passes. Configuration,
The detent plate is assembled by fitting its through hole to the fixed side member of the swing-type connector, and is installed in a state where it does not rotate to the frame material at both ends of the support column or the earth retaining panel, the connector member and the fixed side member, The swing-jack mounting structure is characterized in that the position of the cotter coupled with the rotator is held by the cotter holding portion of the rotation stop plate and the position thereof is restrained in the rotation stop state.
コッターの回り止め板は、土留め装置を構成する支柱の両側面をフランジ部により抱持させて、又は少なくとも回り止め板の一側縁を土留めパネル両端の枠材に形成された凸部へ当接させて、若しくは前記支柱又は土留めパネル両端の枠材に設けた回り止め用ストッパにより回転しない状態に設置されていることを特徴とする、請求項1に記載したスイング式ジャッキの取付構造。   The detent plate of the cotter has both sides of the column constituting the earth retaining device held by the flanges, or at least one side edge of the detent plate to the convex portions formed on the frame members at both ends of the earth retaining panel. 2. The swing-type jack mounting structure according to claim 1, wherein the swing-type jack is installed in a non-rotating state by contact with each other or by a stopper for preventing rotation provided on a frame material at both ends of the support column or the earth retaining panel. . コッターの回り止め板は、スイング式連結具の固定側部材を通す貫通孔を二等分した分割型として構成され、二つの分割部材は前記二等分した半円孔を固定側部材へ両側方から嵌め合わせて一つの円孔に完成する状態に組み付け、二つの分割部材は連結手段により結合されていることを特徴とする、請求項1又は2に記載したスイング式ジャッキの取付構造。   The detent plate of the cotter is configured as a split type that bisects the through-hole through which the fixed side member of the swing-type connector is passed, and the two split members are divided into two sides of the semicircular hole into the fixed side member. 3. The swing jack mounting structure according to claim 1, wherein the two split members are joined together by connecting means, and assembled into a single circular hole. 土留め装置のジャッキを、土留め装置を構成する支柱又は土留めパネル両端の枠材へ取り付ける、スイング式連結具の固定側部材とコネクタ部材を結合したコッターを、回り止め状態に拘束する回り止め板であって、
スイング式連結具の固定側部材とコネクタ部材を結合したコッターの位置を回り止め状態に拘束するコッター保持部、および前記スイング式連結具の固定側部材を通す貫通孔を有しており、
前記貫通孔を前記固定側部材へ嵌めて組み付けられ、且つ土留め装置を構成する支柱又は土留めパネル両端の枠材へ回転しない状態に設置され、
前記コネクタ部材と固定側部材とを結合したコッターは、当該回り止め板のコッター保持部へ保持させてその位置を回り止め状態に拘束する構成であることを特徴とする、スイング式連結具のコッターの回り止め板。
A detent that restrains the cotter that joins the fixed-side member of the swing-type connector and the connector member, and attaches the jack of the retaining device to the supports or the frame members at both ends of the retaining panel constituting the retaining device. A board,
A cotter holding part that restrains the position of the cotter that couples the fixed side member of the swing type coupling tool and the connector member to a non-rotating state, and a through hole through which the fixed side member of the swing type coupling tool passes,
The through-hole is fitted to the fixed side member and assembled, and is installed in a state where it does not rotate to the pillars constituting the earth retaining device or the frame members at both ends of the earth retaining panel,
The cotter in which the connector member and the fixed side member are combined is configured to be held by the cotter holding portion of the anti-rotation plate and to restrain its position in the anti-rotation state. Detent plate.
回り止め板は、土留め装置を構成する支柱の両側面を抱持するフランジ部を備えており、該フランジ部により前記支柱の両側面を抱持させて回転しない状態に設置されることを特徴とする、請求項4に記載したスイング式連結具のコッターの回り止め板。   The detent plate includes a flange portion that holds both side surfaces of the column that constitutes the earth retaining device, and is installed in a state that the both side surfaces of the column are held by the flange portion so as not to rotate. A detent plate for a cotter of the swing type connecting device according to claim 4. 回り止め板は、スイング式連結具を構成する固定側部材を通す貫通孔を二等分した分割型として構成されており、二つの分割部材は、前記二等分した半円孔を前記固定側部材へ両側方から一つの円孔に完成する状態に組み付けた上で結合する連結手段を備えていることを特徴とする、請求項4又は5に記載したスイング式連結具のコッターの回り止め板。   The anti-rotation plate is configured as a split type that bisects the through-hole through which the fixed-side member that constitutes the swing-type connector is passed, and the two split members are configured to divide the bisected semicircular hole into the fixed side. 6. A cotter detent plate for a swing type coupling device according to claim 4 or 5, further comprising coupling means for coupling to the member after being assembled into a single circular hole from both sides. . 回り止め板のコッター保持部は、当該回り止め板上に起立する凸部として形成され、同コッター保持部にコッターを保持する切り欠き形状の溝、又はコッターを通して保持させる孔が設けられていることを特徴とする、請求項4〜6のいずれか一に記載したスイング式連結具のコッターの回り止め板。   The cotter holding part of the rotation stopper plate is formed as a convex part standing on the rotation stopper plate, and a notch-shaped groove for holding the cotter or a hole for holding it through the cotter is provided in the cotter holding part. A cotter detent plate for a swing-type coupler according to any one of claims 4 to 6, wherein 回り止め板には、上記コッター保持部と貫通孔を間に隔てて相対峙する配置でコッターの受け部が凸部として設けられており、該コッターの受け部は、コッター保持部のコッター支持高さとほぼ等しい高さに形成されていることを特徴とする、請求項4〜7のいずれか一に記載したスイング式連結具のコッターの回り止め板。   The rotation stopper plate is provided with a cotter receiving portion as a convex portion so as to face the cotter holding portion and the through hole, and the cotter receiving portion has a cotter support height of the cotter holding portion. The cotter detent plate of the swing type connecting device according to any one of claims 4 to 7, wherein the detent plate is formed at a height substantially equal to the height of the cotter.
JP2008312596A 2008-12-08 2008-12-08 Swing jack mounting structure and cotter whirl-stop plate Withdrawn JP2010133202A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278681A (en) * 2014-10-29 2015-01-14 浙江博雷重型机床制造有限公司 Support assembly of foundation pit protection plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278681A (en) * 2014-10-29 2015-01-14 浙江博雷重型机床制造有限公司 Support assembly of foundation pit protection plate
CN104278681B (en) * 2014-10-29 2016-01-06 浙江博雷重型机床制造有限公司 A kind of supporting component of foundation ditch backplate

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