JP2007039894A - Shock-absorbing and holding device for scaffold - Google Patents

Shock-absorbing and holding device for scaffold Download PDF

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Publication number
JP2007039894A
JP2007039894A JP2005222357A JP2005222357A JP2007039894A JP 2007039894 A JP2007039894 A JP 2007039894A JP 2005222357 A JP2005222357 A JP 2005222357A JP 2005222357 A JP2005222357 A JP 2005222357A JP 2007039894 A JP2007039894 A JP 2007039894A
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Prior art keywords
scaffold
holding device
side wall
cylinder rod
cylinder
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JP2005222357A
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Japanese (ja)
Inventor
Masanori Suzuki
正憲 鈴木
Kazuo Taguchi
一生 田口
Noritoki Sabetsuto
法時 佐別當
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Shimizu Construction Co Ltd
Shimizu Corp
Taguchi Industry Inc
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Shimizu Construction Co Ltd
Shimizu Corp
Taguchi Industry Inc
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Priority to JP2005222357A priority Critical patent/JP2007039894A/en
Publication of JP2007039894A publication Critical patent/JP2007039894A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a shock-absorbing and holding device for a scaffold, which can prevent the appearance of a crack in the concrete side wall of a vertical shaft by cushioning a shock while reducing the shaking of the scaffold during excavation. <P>SOLUTION: A cylinder is mounted on the peripheral part of the scaffold, which is equipped with an excavator, in such a manner that a cylinder rod of the cylinder faces the side wall of the vertical shaft; coils, which are wound with a wire rope 4c, are restrained by being held in a coiled state in the opposed positions of wire rope-wound parts of the coils by restraining members 4a and 4b; the restraining member 4b is pivotally supported in a tiltable manner on the leading end of the cylinder rod; and an abutting member 4d abutting on the side wall of the vertical shaft is mounted on the restraining member 4a, so that the shock during the excavation can be cushioned by the elastic deformation of the coiled wire rope 4c. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、掘削機を備えたスカフォードを立坑内に吊下して掘削する際、スカフォードを立坑の側壁に対して緩衝的に保持する緩衝保持装置に関する。   The present invention relates to a buffer holding device for buffering a scaffold with respect to a side wall of a shaft when excavating a scaffold equipped with an excavator while hanging the shaft within a shaft.

従来、スカフォードには油圧シリンダからなる保持装置が備えられており、スカフォードの周部にシリンダをそのシリンダロッドが立坑の側壁に向くように取り付け、シリンダロッドの先端に立坑の側壁と当接する当接部材を傾動可能に枢支した構造で、掘削時に保持装置でスカフォードを立坑の側壁と所定間隔おいた状態に保持し、掘削の衝撃による揺れでスカフォードが立坑の側壁に接触しないようにしている。   Conventionally, the scaffold has been provided with a holding device comprising a hydraulic cylinder, and the cylinder is attached to the periphery of the scaffold so that the cylinder rod faces the side wall of the shaft, and comes into contact with the side wall of the shaft at the tip of the cylinder rod. A structure in which the abutment member is pivotally supported, and the scaffold is held at a predetermined distance from the shaft side wall by the holding device during excavation so that the scaffold does not contact the side wall of the shaft due to shaking caused by excavation impact. I have to.

ところで、前記の技術ではスカフォードがほとんど動かないように固定するから、掘削時の衝撃がコンクリートを打設した立坑の側壁に直接伝播し、コンクリートに亀裂が生じ易くなる問題があった。
特開2003−106084号公報
By the way, in the above technique, the scaffold is fixed so that it hardly moves. Therefore, there is a problem that an impact at the time of excavation propagates directly to the side wall of the shaft where the concrete is cast, and the concrete is easily cracked.
JP 2003-106084 A

本発明が解決しようとする課題は、従来のこれらの問題点を解消し、掘削時のスカフォードの揺れを低減しながら衝撃を緩和してコンクリート側壁の亀裂を防止できるスカフォード用緩衝保持装置を提供することにある。   The problem to be solved by the present invention is to provide a buffer holding device for a scaffold capable of solving these problems of the prior art and reducing the impact of the scaffold while digging, thereby reducing the impact and preventing the concrete side wall from cracking. It is to provide.

かかる課題を解決した本発明の構成は、
1) 掘削機を備えて立坑内に吊下されるスカフォードの掘削する際に生じる横揺れを緩衝的に保持するスカフォード用緩衝保持装置であって、
スカフォードの周部にシリンダロッドが立坑の側壁に向くように取り付けられたシリンダと、
ワイヤーロープで巻回されたコイルと、そのコイルの巻回部分の対向する位置で前記コイルをコイル状に保持して拘束する一対の拘束部材とで構成される緩衝部材とからなり、
前記一対の拘束部材の一方が前記シリンダロッドの先端に取り付けられ、
前記一対の拘束部材の他方には当接部材が取り付けられることで、
前記シリンダロッドの伸張により前記当接部材が前記立坑の側壁に当接されるようになっていることを特徴とする、スカフォード用緩衝保持装置
2) 一対の拘束部材の一方と前記シリンダロッドの先端とは枢支して取り付けられ、前記拘束部材とともに緩衝部材が傾動可能とされていることを特徴とする、前記1)記載のスカフォード用緩衝保持装置
にある。
The configuration of the present invention that solves this problem is as follows.
1) A scaffolding holding device for a scaffold that cushions a roll generated when excavating a scaffold equipped with an excavator and suspended in a shaft,
A cylinder attached to the periphery of the scaffold so that the cylinder rod faces the side wall of the shaft,
It consists of a buffer member composed of a coil wound with a wire rope and a pair of restraining members that restrain and hold the coil in a coil shape at a position where the winding portion of the coil faces,
One of the pair of restraining members is attached to the tip of the cylinder rod,
A contact member is attached to the other of the pair of restraining members,
2. The scaffold buffer holding device 2), wherein the abutting member is brought into contact with the side wall of the shaft by the extension of the cylinder rod 2) One of a pair of restraining members and the cylinder rod The scaffolding buffer holding device according to 1), wherein the tip is pivotally attached and the buffering member is tiltable together with the restraining member.

本発明によれば、強靭で且つ弾性変形できるコイル状のワイヤーロープにより、重量を有するスカフォードの揺れを最小限に抑制しながら掘削時の衝撃を確実に緩和し、コンクリート側壁への衝撃の伝播を遮断して亀裂を防止することができる。   According to the present invention, the coiled wire rope that is tough and elastically deformed can reliably mitigate the impact during excavation while minimizing the shaking of the heavy scaffolding and propagate the impact to the concrete side wall. Can be prevented to prevent cracks.

本発明では、緩衝部材の後側の拘束部材をシリンダロッドに枢支して緩衝部材が傾動するようにすると、スカフォードの大きな揺動に対してワイヤーロープの弾性変形と相まって揺れ・衝撃をより柔軟に緩和できて好ましい。以下、本発明の実施例を図面に基づいて具体的に説明する。   In the present invention, when the restraining member on the rear side of the buffering member is pivotally supported by the cylinder rod so that the buffering member tilts, the swinging / shocking is further coupled with the elastic deformation of the wire rope against the large swing of the scaffold. It is preferable because it can be relaxed flexibly. Embodiments of the present invention will be specifically described below with reference to the drawings.

図1は実施例の緩衝保持装置の説明図、図2は実施例の緩衝保持装置の縦断面図、図3は実施例の緩衝保持装置の使用状態を示す説明図、図4は実施例の緩衝保持装置の動きを示す説明図である。図中、1は緩衝保持装置、2は油圧シリンダ、2aはシリンダロッド、3は外筒、3aは取付プレート、4は緩衝部材、4a,4bは拘束部材、4cはワイヤーロープ、4dは当接部材、4eは枢支軸、4fは内筒、5はスカフォード、5aは吊ロープ、6は掘削機、7は保持装置、8はキブル、9は型枠、Cはコンクリート側壁、Gは地盤、Tは立坑である。   1 is an explanatory view of the buffer holding device of the embodiment, FIG. 2 is a longitudinal sectional view of the buffer holding device of the embodiment, FIG. 3 is an explanatory view showing a use state of the buffer holding device of the embodiment, and FIG. It is explanatory drawing which shows a motion of a buffer holding | maintenance apparatus. In the figure, 1 is a buffer holding device, 2 is a hydraulic cylinder, 2a is a cylinder rod, 3 is an outer cylinder, 3a is a mounting plate, 4 is a buffer member, 4a and 4b are restraining members, 4c is a wire rope, 4d is abutting 4e is a pivot shaft, 4f is an inner cylinder, 5 is a scaffold, 5a is a hanging rope, 6 is an excavator, 7 is a holding device, 8 is a kibble, 9 is a formwork, C is a concrete side wall, and G is the ground , T is a shaft.

本実施例の緩衝保持装置1は、図1,2に示すようにスカフォード5の周部下面に固定する取付プレート3aを備えた外筒3の内部に油圧シリンダ2を取り付け、油圧シリンダ2のシリンダロッド2aの先端に拘束部材4bを枢支軸4eで上下方向に傾動可能に枢支し、ワイヤーロープ4cで巻回されたコイルをその巻回部分の対向する位置で拘束部材4a,4bによりコイル状に保持して拘束している。   As shown in FIGS. 1 and 2, the buffer holding device 1 of the present embodiment attaches a hydraulic cylinder 2 to the inside of an outer cylinder 3 provided with a mounting plate 3 a that is fixed to the lower surface of the peripheral portion of the scaffold 5. A restraining member 4b is pivotally supported at the tip of the cylinder rod 2a by a pivot shaft 4e so as to be tiltable in the vertical direction, and the coil wound by the wire rope 4c is placed by the restraining members 4a and 4b at a position facing the winding portion. The coil is held and restrained.

拘束部材4a,4bには横方向に連通する穴が複数形成されており、ワイヤーロープ4cを穴に順に通しながらコイル状に巻回して拘束部材4a,4bを連結するように取り付け、前側の拘束部材4aに当接部材4dを取り付ける。この緩衝保持装置1を図3に示すように3床式のスカフォード5の1床目と2床目の周囲下部に取り付ける。3床目には従来の保持装置7が取り付けられている。   The constraining members 4a and 4b are formed with a plurality of holes communicating in the lateral direction, and are attached so as to connect the constraining members 4a and 4b by winding the wire rope 4c in order while passing through the holes in order. The contact member 4d is attached to the member 4a. As shown in FIG. 3, the buffer holding device 1 is attached to the lower part of the periphery of the first and second floors of a three-bed type scaffolding 5. A conventional holding device 7 is attached to the third floor.

吊ロープ5aでスカフォード5を立坑T内で吊下して緩衝保持装置1及び保持装置7を伸長させ、コンクリート側壁Cに圧接してスカフォード5を保持した状態で地盤Gを掘削機6で掘削する。この掘削時の衝撃・振動は緩衝保持装置1及び保持装置7を通じてコンクリート側壁Cに伝播するが、このとき、緩衝保持装置1ではコイル状に巻回したワイヤーロープ4cが図4(a)〜(c)に示すように柔軟に変形することで吸収・緩和され、コンクリート側壁Cへの伝播を低減して亀裂の発生を防止する。   The scaffold 5 is suspended in the shaft T by the suspension rope 5a, the buffer holding device 1 and the holding device 7 are extended, and the ground G is held by the excavator 6 while the scaffold 5 is held in pressure contact with the concrete side wall C. Excavate. The shock / vibration at the time of excavation propagates to the concrete side wall C through the buffer holding device 1 and the holding device 7. At this time, in the buffer holding device 1, the wire rope 4c wound in a coil shape is shown in FIGS. As shown in c), it is absorbed and relaxed by being deformed flexibly, and the propagation to the concrete side wall C is reduced to prevent the occurrence of cracks.

なお、掘削機6を備えたスカフォード5の3床目に本実施例の緩衝保持装置1を用いると、掘削時の反力でスカフォード5が大きく揺動して掘削作業が困難になるから、3床目のみ従来の保持装置7を用いている。   If the buffer holding device 1 of the present embodiment is used on the third floor of the scaffold 5 provided with the excavator 6, the scaffold 5 is greatly swung by the reaction force during excavation, and the excavation work becomes difficult. Only the third floor uses the conventional holding device 7.

本発明のスカフォード用緩衝保持装置は、複床式のスカフォードを用いた立坑掘削設備に好ましく利用される。   The buffer holding device for a scaffold according to the present invention is preferably used for a shaft excavation facility using a multi-bed type scaffold.

実施例の緩衝保持装置の説明図である。It is explanatory drawing of the buffer holding | maintenance apparatus of an Example. 実施例の緩衝保持装置の縦断面図である。It is a longitudinal cross-sectional view of the buffer holding | maintenance apparatus of an Example. 実施例の緩衝保持装置の使用状態を示す説明図である。It is explanatory drawing which shows the use condition of the buffer holding | maintenance apparatus of an Example. 実施例の緩衝保持装置の動きを示す説明図である。It is explanatory drawing which shows a motion of the buffer holding | maintenance apparatus of an Example.

符号の説明Explanation of symbols

1 緩衝保持装置
2 油圧シリンダ
2a シリンダロッド
3 外筒
3a 取付プレート
4 緩衝部材
4a,4b 拘束部材
4c ワイヤーロープ
4d 当接部材
4e 枢支軸
4f 内筒
5 スカフォード
5a 吊ロープ
6 掘削機
7 保持装置
8 キブル
9 型枠
C コンクリート側壁
G 地盤
T 立坑
DESCRIPTION OF SYMBOLS 1 Buffer holding device 2 Hydraulic cylinder 2a Cylinder rod 3 Outer cylinder 3a Mounting plate 4 Buffer member 4a, 4b Restraining member 4c Wire rope 4d Contact member 4e Pivot shaft 4f Inner cylinder 5 Scaffold 5a Suspension rope 6 Excavator 7 Holding device 8 Kibble 9 Formwork C Concrete side wall G Ground T Vertical shaft

Claims (2)

掘削機を備えて立坑内に吊下されるスカフォードの掘削する際に生じる横揺れを緩衝的に保持するスカフォード用緩衝保持装置であって、
スカフォードの周部にシリンダロッドが立坑の側壁に向くように取り付けられたシリンダと、
ワイヤーロープで巻回されたコイルと、そのコイルの巻回部分の対向する位置で前記コイルをコイル状に保持して拘束する一対の拘束部材とで構成される緩衝部材とからなり、
前記一対の拘束部材の一方が前記シリンダロッドの先端に取り付けられ、
前記一対の拘束部材の他方には当接部材が取り付けられることで、
前記シリンダロッドの伸張により前記当接部材が前記立坑の側壁に当接されるようになっていることを特徴とする、スカフォード用緩衝保持装置。
A buffer holding device for a scaffold that holds the roll generated when excavating a scaffold suspended in a vertical shaft with an excavator,
A cylinder attached to the periphery of the scaffold so that the cylinder rod faces the side wall of the shaft,
It consists of a buffer member composed of a coil wound with a wire rope and a pair of restraining members that restrain and hold the coil in a coil shape at a position where the winding portion of the coil faces,
One of the pair of restraining members is attached to the tip of the cylinder rod,
A contact member is attached to the other of the pair of restraining members,
The scaffold holding device for a scaffold, wherein the contact member is brought into contact with a side wall of the shaft by extension of the cylinder rod.
一対の拘束部材の一方と前記シリンダロッドの先端とは枢支して取り付けられ、前記拘束部材とともに緩衝部材が傾動可能とされていることを特徴とする、請求項1記載のスカフォード用緩衝保持装置。   The buffer holding for a scaffold according to claim 1, wherein one of the pair of restraining members and the tip of the cylinder rod are pivotally attached, and the cushioning member is tiltable together with the restraining members. apparatus.
JP2005222357A 2005-08-01 2005-08-01 Shock-absorbing and holding device for scaffold Pending JP2007039894A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9255399B2 (en) 2013-12-06 2016-02-09 Itt Manufacturing Enterprises Llc Seismic isolation assembly

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9255399B2 (en) 2013-12-06 2016-02-09 Itt Manufacturing Enterprises Llc Seismic isolation assembly
US9809975B2 (en) 2013-12-06 2017-11-07 Itt Manufacturing Enterprises Llc Seismic isolation assembly

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