JPH0310196Y2 - - Google Patents

Info

Publication number
JPH0310196Y2
JPH0310196Y2 JP19653385U JP19653385U JPH0310196Y2 JP H0310196 Y2 JPH0310196 Y2 JP H0310196Y2 JP 19653385 U JP19653385 U JP 19653385U JP 19653385 U JP19653385 U JP 19653385U JP H0310196 Y2 JPH0310196 Y2 JP H0310196Y2
Authority
JP
Japan
Prior art keywords
cylinder
base end
piston rod
pressing plate
retaining support
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
JP19653385U
Other languages
Japanese (ja)
Other versions
JPS62103842U (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 JP19653385U priority Critical patent/JPH0310196Y2/ja
Publication of JPS62103842U publication Critical patent/JPS62103842U/ja
Application granted granted Critical
Publication of JPH0310196Y2 publication Critical patent/JPH0310196Y2/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
留用サポートの改良に係るものである。
[Detailed explanation of the invention] [Field of industrial application] This invention relates to earth retaining supports, and more specifically, for example, supports that are installed horizontally on opposite side walls of excavated trenches in which sewer pipes and telephone lines are buried. This invention relates to an improvement in an earth retaining support that is installed between a pair of raised walls to maintain the distance between both side walls and to prevent earth and sand from collapsing.

〔従来の技術〕[Conventional technology]

一般にこの種の土留用サポートは、第6図に示
すように、シリンダaの基端部と、上記シリンダ
aに対して伸縮可能に係合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を装着し、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。この場
合、従来の土留用サポートは、シリンダa内の圧
力流体の出入りにより伸縮し、取外し時にはシリ
ンダa内の流体の一部を抜取つて収縮させた状態
で取外しを行つていた。
Generally, this type of retaining support has a base end portion of a cylinder a, and a piston rod b that is telescopically engaged with the cylinder a, as shown in Fig. 6.
Pressing plates c, d are attached to the proximal ends of the excavated groove e, and these pressing plates c, d are attached to the opposing side walls f,
side walls f, g of the excavated groove e
It is used to prevent landslides from collapsing. In this case, the conventional earth retaining support expands and contracts as pressure fluid enters and exits the cylinder a, and when removed, a portion of the fluid in the cylinder a is extracted and the support is contracted before being removed.

〔考案が解決しようとする問題点〕 しかしながら、上記土留用サポートの両端には
土圧が常時かかつているため、掘削溝eから土留
用サポートを取外す場合にシリンダaから圧力流
体を適当量抜いても、土留用サポートの収縮量よ
り側壁f,gの土圧の腹帰による矢板hの傾きが
大きいと、土留用サポートが両矢板h,hにそれ
ぞれ横架された腹起しi,iの間に挾まれてしま
つたり、隙間が少なすぎるため、土留用サポート
の取外しが困難になるという問題があつた。この
問題を解決する手段として、シリンダaとピスト
ンロツドbとの間に収縮用ばねを介在させて、収
縮時にこのばねの反発力を利用してサポートの収
縮速度を早めることが考えられるが、サポートの
使用長さは一定しないため、単に収縮ばねを介在
させたのみでは不必要に収縮してしまい、そのた
め、サポートが脱落する虞れがあり、収縮量がサ
ポート長さにより変化するため、取外しにくい場
合もあり、また、再装着が面倒となるなどの問題
もある。
[Problem to be solved by the invention] However, since earth pressure is constantly applied to both ends of the earth retaining support, when removing the earth retaining support from the excavated trench e, it is necessary to remove an appropriate amount of pressure fluid from the cylinder a. Also, if the inclination of the sheet pile h due to the horizontal return of the earth pressure on the side walls f and g is greater than the amount of contraction of the earth retaining support, then the earth retaining support is suspended horizontally on both sheet piles h and h, respectively. There were problems in that it was difficult to remove the earth retaining support because it got caught in between or because the gap was too small. As a means to solve this problem, it is possible to interpose a contraction spring between the cylinder a and the piston rod b and use the repulsive force of this spring during contraction to accelerate the contraction speed of the support. Since the length of use is not constant, simply using a contraction spring will cause the support to contract unnecessarily, which may cause the support to fall off.The amount of contraction will vary depending on the support length, so it may be difficult to remove. There are also other problems, such as reattachment being troublesome.

〔問題点を解決するための手段〕[Means for solving problems]

この考案は上記事情に鑑みなされたもので、上
記技術的課題を解決するために、装着及び取外し
における圧力流体の抜取り状態において、ばねの
反発力により押圧板を傾斜させて、装着及び取外
しを容易に行えるようにしたことを特徴とする土
留用サポートを提供しようとするものである。
This idea was created in view of the above circumstances, and in order to solve the above technical problem, the pressure plate is tilted by the repulsive force of the spring when the pressure fluid is removed during installation and removal, making installation and removal easy. The purpose of the present invention is to provide a support for retaining earth, which is characterized by being able to be used in a variety of ways.

すなわち、この考案は、シリンダの基端部と、
上記シリンダに対して伸縮可能に係合するピスト
ンロツドの基端部とにそれぞれ装着される押圧板
を掘削溝の対峙する側壁にそれぞれ横設される両
腹起しに係止・当接させることにより上記掘削溝
の側壁部の土砂の崩壊を阻止する土留用サポート
において、上記シリンダの基端部及びピストンロ
ツドの基端部にこれらの軸中心に対して偏心する
部位に枢軸をもつてそれぞれ上記押圧板を揺動可
能に装着すると共に、上記軸中心に関して枢軸と
反対側の上記シリンダの基端部と押圧板との間及
びピストンロツドの基端部と押圧板との間にばね
を縮設して成る土留用サポートを提供しようとす
るものである。
That is, in this invention, the proximal end of the cylinder,
By locking and abutting the pressing plates attached to the base ends of the piston rods that are extendably and contractably engaged with the cylinder to the double-sided braces installed horizontally on the opposing side walls of the excavation groove. In the earth retaining support for preventing the collapse of earth and sand on the side wall of the excavated trench, the pressing plate is attached to the base end of the cylinder and the base end of the piston rod, each having a pivot at a position eccentric to the center of these axes. is swingably mounted, and a spring is compressed between the base end of the cylinder on the opposite side of the pivot with respect to the axis center and the pressing plate, and between the base end of the piston rod and the pressing plate. It is intended to provide support for retaining earth.

この考案において、上記シリンダの基端部と押
圧板及びピストンロツドの基端部と押圧板との間
に縮設されるばねは任意のばね材であつてもよい
が、好ましくは圧縮コイルばねで形成することが
よい。また、上記シリンダの基端部と押圧板及び
ピストンロツドの基端部と押圧板との間に縮設さ
れるばねの縮設位置は任意であつてもよいが、少
なくとも一方を軸中心の上方に位置させれば、装
着及び取外し時に押圧板の上端が外方へ傾斜する
ため、着脱作業を容易に行うことができる。
In this invention, the springs compressed between the base end of the cylinder and the pressing plate and between the base end of the piston rod and the pressing plate may be made of any spring material, but are preferably made of compression coil springs. It is good to do. Further, the springs installed between the base end of the cylinder and the pressing plate and between the base end of the piston rod and the pressing plate may be installed at any desired position, but at least one of the springs may be installed above the axis center. Once positioned, the upper end of the press plate will be inclined outward during attachment and detachment, making attachment and detachment operations easier.

〔作用〕[Effect]

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

シリンダ内の圧力流体が抜かれた状態で土留用
サポートの装着又は取外しを行う際には、両押圧
板間の距離は縮小すると共に、各押圧板は支軸を
支点としてばねの反発力により傾斜するため、容
易に土留用サポートの装着及び取外しを行うこと
ができると共に、再装着も容易に行うことができ
る。
When installing or removing the earth retaining support with the pressurized fluid in the cylinder discharged, the distance between the two pressing plates decreases, and each pressing plate tilts around the support shaft due to the repulsive force of the spring. Therefore, the retaining support can be easily installed and removed, and can also be reinstalled easily.

〔実施例〕〔Example〕

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

第1図はこの考案の土留用サポートの第一実施
例を示す縦断面図、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を示すもので、この考
案の土留用サポートは、互いに伸縮摺動可能に係
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10の基端部及びピストンロツド1
2の基端部にそれぞれ装着される一対の押圧板1
4,16とで主要部が構成されている。この場
合、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1
3が上記シリンダ10の内周面に摺動可能に嵌入
され、また、基端部にはヘツド18が固設されて
いる。なおこの場合、ヘツド18にはピストンロ
ツド12と同軸上にピストンロツド12を包囲す
るように配設されるアウタパイプ20の一端が固
設されている。一方、上記シリンダ10は、基端
部にヘツド17を固設し、先端部には上記ピスト
ンロツド12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。
Figure 1 is a vertical sectional view showing the first embodiment of the earth retaining support of this invention, and Figures 2 and 3 are a plan view and a side view of Figure 1, respectively. The cylinder 10 and the piston rod 12 are telescopically and slidably engaged with each other, and the base end of the cylinder 10 and the piston rod 1 are
A pair of press plates 1 each attached to the proximal end of 2.
4 and 16 constitute the main part. In this case, the piston rod 12 is formed into a tubular shape, and the piston 1 is attached to the tip.
3 is slidably fitted into the inner circumferential surface of the cylinder 10, and a head 18 is fixed to the base end. In this case, one end of an outer pipe 20 is fixed to the head 18 and is disposed coaxially with the piston rod 12 so as to surround the piston rod 12. On the other hand, the cylinder 10 has a head 17 fixedly installed at its base end, and a dust bushing at its distal end that slides against the outer circumferential surface of the piston rod 12 and the inner circumferential surface of the outer pipe 20 to remove dirt and the like adhering to these surfaces. 22 is fixedly installed.

上記両ヘツド17,18にはそれぞれ枢軸24
をもつて押圧板14,16が垂直方向において揺
動可能に装着されるのであるが、この場合、上記
シリンダ10の基端部に固設されるヘツド17は
シリンダ10及びピストンロツド12の軸中心に
関して下方の偏心部位に位置する枢軸24をもつ
て押圧板14がその上端部が外方へ傾斜しうるよ
うに揺動可能に装着されており、また、ピストン
ロツド12の基端部に固設されるヘツド18はシ
リンダ10及びピストンロツド12の軸中心に関
して上方の偏心部位に位置する枢軸24をもつて
押圧板16がその下端部が外方へ傾斜しうるよう
に揺動可能に装着されている。なおこの場合、上
記押圧板14,16は板状の基部15aと、この
基部15aの内方面に突出する一対の張出し部1
5b,15cとで構成され、両張出し部15b,
15c間に配設されるヘツド17,18が張出し
部15b,15cとヘツド17,18とを貫通す
る枢軸24によつて揺動可能に装着されるように
なつている。このように構成される上記各ヘツド
17,18と押圧板14,16における軸中心に
関して枢軸24と反対側のシリンダ10の基端部
のヘツド17と押圧板14との間及びピストンロ
ツド12の基端部のヘツド18と押圧板16との
間にはそれぞれ押圧板14,16を外方へ常時押
圧するばね30が縮設されている。この場合、上
記ばね30には圧縮コイルばねが使用され、その
両端部が上記ヘツド17,18と押圧板14,1
6から突出する突起等に係合されて脱落が防止さ
れている。なお、、上記圧縮コイルばね30は左
右両端のヘツド17,18と押圧板14,16と
の間にそれぞれ1個又は複数個並列に使用され
る。なお、ばね30は、この他板ばねや空気ばね
等を用いることもできる。
Each of the heads 17 and 18 has a pivot 24.
The press plates 14 and 16 are mounted so as to be able to swing in the vertical direction. In this case, the head 17 fixedly attached to the base end of the cylinder 10 is rotated with respect to the axial center of the cylinder 10 and the piston rod 12. A pressing plate 14 is swingably mounted with a pivot shaft 24 located at a lower eccentric position so that its upper end can be tilted outward, and is also fixedly attached to the base end of the piston rod 12. The head 18 is swingably mounted with a pivot 24 located at an upper eccentric position with respect to the axes of the cylinder 10 and the piston rod 12 so that the press plate 16 can tilt outward at its lower end. In this case, the pressing plates 14 and 16 have a plate-shaped base 15a and a pair of projecting parts 1 that protrude inward from the base 15a.
5b, 15c, both projecting parts 15b,
The heads 17 and 18 disposed between the two heads 15c are swingably mounted by a pivot 24 passing through the projecting portions 15b and 15c and the heads 17 and 18. Between the head 17 and the press plate 14 at the proximal end of the cylinder 10 on the opposite side to the pivot 24 with respect to the axial centers of the heads 17, 18 and the press plates 14, 16 configured in this way, and at the proximal end of the piston rod 12. A spring 30 is provided between the head 18 and the pressing plate 16, respectively, to constantly press the pressing plates 14, 16 outward. In this case, a compression coil spring is used as the spring 30, and both ends thereof are connected to the heads 17, 18 and the pressing plates 14, 1.
It is engaged with a protrusion etc. protruding from 6 to prevent it from falling off. Incidentally, one or more compression coil springs 30 are used in parallel between the heads 17, 18 at both left and right ends and the pressing plates 14, 16, respectively. Note that the spring 30 may also be a leaf spring, an air spring, or the like.

また、上記押圧板14,16の上部外側には後
述する掘削溝40の側壁41,41に配設される
矢板42間に横設される腹起し44の上面に係止
するアングル材46がボルト34及びナツト36
によつて固設されている。また、上記押圧板1
4,16の上部内方には土留用サポートを取外す
際に利用されるコ形状の取手26が揺動可能に装
着されている。更に、上記シリンダ10の基端部
に固設されるヘツド17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、圧力流体を
供給する場合には、このカプラ8にポンプ(図示
せず)に連結する高圧ホース29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40の両側
壁41,41間の間隔が保持されるようになつて
いる。
Further, on the outside of the upper portions of the pressing plates 14 and 16, there is an angle member 46 that is engaged with the upper surface of a raised upright 44 horizontally installed between sheet piles 42 disposed on the side walls 41 and 41 of the excavated trench 40, which will be described later. Bolt 34 and nut 36
It is fixedly installed by. In addition, the pressure plate 1
A U-shaped handle 26, which is used when removing the earth retaining support, is swingably attached to the upper inner side of 4 and 16. Further, a coupler 28 having a check valve used for supplying and withdrawing pressure fluid into the cylinder 10 is connected to the head 17 fixedly installed at the base end of the cylinder 10, and is connected to the head 17, which is connected to the head 17 and has a check valve for supplying and withdrawing pressure fluid into the cylinder 10. In this case, a high-pressure hose 29 connected to a pump (not shown) is connected to the coupler 8 and the pump is driven to supply pressure fluid into the cylinder 10 and connect the cylinder 10 and the piston rod 12. are relatively elongated, and the distance between both side walls 41, 41 of the excavated trench 40 is maintained.

上記実施例ではシリンダ10の基端部に固設さ
れるヘツド17と押圧板14との装着が軸中心に
関して下方の偏心部位に位置する枢軸24によつ
て行われ、ピストンロツド12の基端部に固設さ
れるヘツド18と押圧板16との装着が軸中心に
関して上方の偏心部位に位置する枢軸24によつ
て行われる場合について説明したが、第4図に示
すように、両端に位置する上記枢軸24を軸中心
に関していずれも下方偏心部位に位置させて、シ
リンダ10内の圧力流体が供給されない状態にお
いて、ばね30の反発力により押圧板14,16
の上部がいずれも外方へ傾斜するように形成すれ
ば、土留用サポートの着脱を一層容易に行うこと
ができる。
In the above embodiment, the head 17, which is fixed to the base end of the cylinder 10, and the press plate 14 are attached to each other by means of a pivot 24 located at an eccentric position below with respect to the shaft center. Although the case has been described in which the fixedly installed head 18 and the press plate 16 are attached by the pivot shaft 24 located at an upper eccentric position with respect to the shaft center, as shown in FIG. When the pivot shafts 24 are both positioned at downwardly eccentric positions with respect to the shaft center and the pressurized fluid in the cylinder 10 is not supplied, the pressing plates 14 and 16 are moved by the repulsive force of the spring 30.
If the upper portions of the earth retaining supports are formed so as to be inclined outward, the retaining supports can be attached and detached more easily.

なお、上記押圧板14,16には、第3図に示
すように、上下方向に延びる長孔32が穿設され
ており、この長孔32を貫通するボルト34とこ
のボルト34にねじ結合するナツト36によつて
アングル材46が上下調節可能に押圧板14,1
6に装着されている。この場合、上記長孔32
は、上下方向の両端と中央部とに拡大部32aを
有し、また、ボルト34は、拡大部32aに嵌入
する大径ねじ部と小径ねじ部とを有し、小径ねじ
部が長孔32の上下方向両端間において移動可能
となつている。そして、ボルト34の大径ねじ部
を長孔32の拡大部32aに嵌合させてからナツ
ト36をボルト34の小径ねじ部にねじ結合する
ことにより、アングル材46の上下方向の位置が
調整される。なおこの際、ボルト34の六角頭部
が張出し部15b,15cに当接するため回転が
阻止されて緩みが防止される。
In addition, as shown in FIG. 3, the pressing plates 14 and 16 have elongated holes 32 extending in the vertical direction, and are screwed to bolts 34 passing through the elongated holes 32. The angle member 46 can be adjusted up and down by the nut 36.
It is installed on 6. In this case, the long hole 32
has enlarged portions 32a at both ends and the center in the vertical direction, and the bolt 34 has a large-diameter threaded portion and a small-diameter threaded portion that fit into the enlarged portions 32a, and the small-diameter threaded portion is inserted into the elongated hole 32. It is movable between both ends in the vertical direction. Then, the vertical position of the angle member 46 is adjusted by fitting the large diameter threaded part of the bolt 34 into the enlarged part 32a of the elongated hole 32 and then screwing the nut 36 to the small diameter threaded part of the bolt 34. Ru. At this time, the hexagonal head of the bolt 34 comes into contact with the overhanging parts 15b and 15c, so rotation is inhibited and loosening is prevented.

上記のように構成されるこの考案の土留用サポ
ートを使用するには、第5図に示すように、掘削
溝40の両側壁41のほぼ全面に渡つて打込まれ
る矢板42に架設される腹起し44間にこの考案
の土留用サポートを配設し、そして、図示しない
ポンプに連結する高圧ホース29をカプラ28に
接続した後、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44に係止・当接し、両腹
起し44間の間隔が保持されると共に、両側壁4
1の土砂の崩壊が阻止される。したがつて、配管
作業を安全に行うことができる。また、土留用サ
ポートを取外す場合には、高圧ホース29をカプ
ラ28から外した後、図示しない作業棒をカプラ
28の逆止弁に押し当てることにより、シリンダ
10内の流体がカプラ28から適当量外部に排出
されるため、シリンダ10とピストンロツド12
とが適当長さ収縮すると共に、圧縮コイルばね3
0の反発力により押圧板14,16が傾斜して、
押圧板14,16と腹起し44との間に少なくと
も隙間lを形成する。この状態において土砂が復
帰して矢板42が溝内方に傾斜するが、作業棒等
で取手26を持上げて土留用サポートを取外すこ
とができ、また、再装着を容易に行うことができ
る。
In order to use the earth retaining support of this invention constructed as described above, as shown in FIG. After disposing the earth retaining support of this invention between the risers 44 and connecting the high pressure hose 29 to the pump (not shown) to the coupler 28, when the pump is driven, the cylinder 10
Since pressure fluid is supplied inside, the cylinder 10 and the piston rod 12 expand relatively, and both the pressing plates 14 and 16 lock and abut on the raised ribs 44, and the interval between the raised ribs 44 is reduced. While being held, both side walls 4
1. Collapse of earth and sand is prevented. Therefore, piping work can be performed safely. In addition, when removing the earth retaining support, after removing the high pressure hose 29 from the coupler 28, by pressing a work rod (not shown) against the check valve of the coupler 28, an appropriate amount of fluid in the cylinder 10 can be removed from the coupler 28. The cylinder 10 and piston rod 12 are discharged to the outside.
is compressed to an appropriate length, and the compression coil spring 3
The pressing plates 14 and 16 are tilted due to the repulsive force of 0,
At least a gap l is formed between the pressing plates 14, 16 and the belly riser 44. In this state, the earth and sand return and the sheet pile 42 inclines inward to the groove, but the retaining support can be removed by lifting the handle 26 with a work stick or the like, and can be easily reattached.

〔考案の効果〕[Effect of idea]

以上に説明したように、この考案の土留用サポ
ートによれば、シリンダの基端部及びピストンロ
ツドの基端部にこれらの軸中心に対して偏心する
部位に枢軸をもつてそれぞれ押圧板を揺動可能に
装着すると共に、上記軸中心に関して枢軸と反対
側の上記シリンダの基端部と押圧板との間及びピ
ストンロツドの基端部と押圧板との間にばねを縮
設して成るため、以下のような効果が得られる。
As explained above, according to the earth retaining support of this invention, the pressing plates are pivoted at the base end of the cylinder and the base end of the piston rod with pivots located eccentrically with respect to the centers of these axes. The springs are compressed between the base end of the cylinder on the opposite side of the pivot with respect to the center of the shaft and the press plate, and between the base end of the piston rod and the press plate, so that the following You can get an effect like this.

1 シリンダ内の流体圧が減少するとシリンダと
ピストンロツドが収縮すると共に、ばねの反発
力によつて押圧板が傾斜するので、容易に土留
用サポートを取外すことができ、また最小の収
縮量で取外せるため再装着が容易となる。
1. When the fluid pressure in the cylinder decreases, the cylinder and piston rod contract, and the pressure plate tilts due to the repulsive force of the spring, so the retaining support can be easily removed and can be removed with the minimum amount of contraction. This makes reinstallation easy.

2 ばねを比較的小さく形成することができるた
め、土留用サポートの縮み量とわずかなばねの
反発力による伸縮となり、不用意に土留用サポ
ートが脱落する虞れがなく、再装着を円滑に行
うことができる。
2. Because the spring can be made relatively small, the expansion and contraction occurs due to the amount of contraction of the earth retaining support and the slight repulsive force of the spring, and there is no risk of the earth retaining support falling off inadvertently, allowing for smooth reinstallation. be able to.

3 シリンダやピストンロツドに関係なくばねを
組込むことができるため、組立てが簡単であ
り、、低廉に製作することができる。
3. Since the spring can be incorporated regardless of the cylinder or piston rod, assembly is easy and can be manufactured at low cost.

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

第1図はこの考案の土留用サポートの第一実施
例を示す縦断面図、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図はこの考案
の第二実施例を示す縦断面図、第5図はこの考案
の土留用サポートの取外し状態を示す断面図、第
6図は従来の土留用サポートの使用状態を示す断
面図である。 符号説明、10……シリンダ、12……ピスト
ンロツド、14,16……押圧板、17,18…
…ヘツド、24……枢軸、30……圧縮コイルば
ね。
Fig. 1 is a vertical sectional view showing the first embodiment of the earth retaining support of this invention, Figs. 2 and 3 are a plan view and a side view of Fig. 1, respectively, and Fig. 4 is a second embodiment of the earth retaining support of this invention. FIG. 5 is a longitudinal sectional view showing the embodiment, FIG. 5 is a sectional view showing the removed state of the earth retaining support of this invention, and FIG. 6 is a sectional view showing the conventional earth retaining support in use. Explanation of symbols: 10...Cylinder, 12...Piston rod, 14, 16...Press plate, 17, 18...
...Head, 24...Pivot, 30...Compression coil spring.

Claims (1)

【実用新案登録請求の範囲】 (1) シリンダの基端部と、上記シリンダに対して
伸縮可能に係合するピストンロツドの基端部と
にそれぞれ装着される押圧板を掘削溝の対峙す
る側壁にそれぞれ横設される両腹起しに係止さ
せることにより、上記掘削溝の側壁部の土砂の
崩壊を阻止する土留用サポートにおいて、上記
シリンダの基端部及びピストンロツドの基端部
にこれらの軸中心に対して偏心する部位に枢軸
をもつてそれぞれ上記押圧板を揺動可能に装着
すると共に、上記軸中心に関して枢軸と反対側
の上記シリンダの基端部と押圧板との間及びピ
ストンロツドの基端部と押圧板との間にばねを
縮設して成る土留用サポート。 (2) シリンダの基端部と押圧板及びピストンロツ
ドの基端部と押圧板との間に縮設されるばねが
圧縮コイルばね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。 (3) シリンダの基端部と押圧板及びピストンロツ
ドの基端部と押圧板との間に縮設されるばねの
うちの少なくとも一方が軸中心の上方に位置す
る実用新案登録請求の範囲第1項又は第2項に
記載の土留用サポート。
[Claims for Utility Model Registration] (1) A pressing plate attached to the base end of the cylinder and the base end of the piston rod that is extendably engaged with the cylinder is attached to the opposing side wall of the excavation groove. In an earth retaining support that prevents the collapse of earth and sand on the side wall of the excavation trench by being locked to horizontally installed double-side uprights, these shafts are attached to the base end of the cylinder and the base end of the piston rod. Each of the pressing plates is swingably mounted with a pivot at a portion eccentric to the center, and a portion between the base end of the cylinder and the pressing plate on the opposite side of the pivot with respect to the center of the axis, and the base of the piston rod. A retaining support consisting of a spring compressed between the end and the pressing plate. (2) The earth retaining support according to claim 1, wherein the springs compressed between the base end of the cylinder and the pressing plate and between the base end of the piston rod and the pressing plate are compression coil springs. (3) Utility model registration claim 1, in which at least one of the springs compressed between the base end of the cylinder and the pressing plate and the base end of the piston rod and the pressing plate is located above the axis center. Earth retaining support as described in paragraph or paragraph 2.
JP19653385U 1985-12-23 1985-12-23 Expired JPH0310196Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19653385U JPH0310196Y2 (en) 1985-12-23 1985-12-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19653385U JPH0310196Y2 (en) 1985-12-23 1985-12-23

Publications (2)

Publication Number Publication Date
JPS62103842U JPS62103842U (en) 1987-07-02
JPH0310196Y2 true JPH0310196Y2 (en) 1991-03-13

Family

ID=31155441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19653385U Expired JPH0310196Y2 (en) 1985-12-23 1985-12-23

Country Status (1)

Country Link
JP (1) JPH0310196Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7301203B1 (en) * 2022-09-01 2023-06-30 日本スピードショア株式会社 Earth retaining device for shallow excavated trenches

Also Published As

Publication number Publication date
JPS62103842U (en) 1987-07-02

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