JPS6027157Y2 - Equipment for pulling out earth retaining structures, etc. in excavated trenches - Google Patents

Equipment for pulling out earth retaining structures, etc. in excavated trenches

Info

Publication number
JPS6027157Y2
JPS6027157Y2 JP15178580U JP15178580U JPS6027157Y2 JP S6027157 Y2 JPS6027157 Y2 JP S6027157Y2 JP 15178580 U JP15178580 U JP 15178580U JP 15178580 U JP15178580 U JP 15178580U JP S6027157 Y2 JPS6027157 Y2 JP S6027157Y2
Authority
JP
Japan
Prior art keywords
earth retaining
movable pulley
soil
earth
hook
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
JP15178580U
Other languages
Japanese (ja)
Other versions
JPS5775035U (en
Inventor
清 松井
慶穂 延命
Original Assignee
日鐵建材工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日鐵建材工業株式会社 filed Critical 日鐵建材工業株式会社
Priority to JP15178580U priority Critical patent/JPS6027157Y2/en
Publication of JPS5775035U publication Critical patent/JPS5775035U/ja
Application granted granted Critical
Publication of JPS6027157Y2 publication Critical patent/JPS6027157Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、掘削溝に於ける土留構体等の引抜き装置に関
するものである。
[Detailed Description of the Invention] The present invention relates to a device for extracting earth retaining structures and the like in excavated trenches.

近時、上下水道、ガス等の配管、電信電話ケーブル、送
電線等を埋設する為の溝を掘削するに際して、溝内の側
壁の土砂くずれを防止する為に、第1図に示す如く一部
掘削した溝1の内側壁に、左右両側面に案内溝2を有す
る支柱3を相対向させてその正面に固設された連結部材
3aにサポートジヤツキ4を張架して連結した2本の支
柱3を建込み、次に相対向する支柱3の一側面の案内溝
2に夫々土留板5の一側端を嵌入して土中に圧入し、次
いでこの土留板5の他側端にサポートジヤツキ4にて連
結した次の相対向する2本の支柱3の他側面の案内溝2
を嵌合して該支柱3を建込み、以後この組立てられた土
留構体を溝1を深く掘削するのに合せて土中に圧入し、
支柱3の案内溝2間に土留板5を嵌合して上方に延長し
、更に長手方向への溝掘削に伴い、上記手順にて土留構
体を順次組立て接続していく土留工法が施工されている
Recently, when excavating trenches for burying water, sewage, gas, etc. piping, telegraph and telephone cables, power transmission lines, etc., in order to prevent landslides on the side walls of the trench, some of the trenches have been dug as shown in Figure 1. Two pillars 3 having guide grooves 2 on both left and right sides are facing each other on the inner wall of an excavated groove 1, and a support jack 4 is stretched over a connecting member 3a fixed in front of the pillars 3 to connect them. The pillars 3 are erected, and then one end of the retaining plate 5 is fitted into the guide groove 2 on one side of the opposing pillar 3 to be press-fitted into the soil, and then the other end of the retaining plate 5 is supported. Guide groove 2 on the other side of the next two opposing columns 3 connected with jacks 4
After that, the assembled earth retaining structure is press-fitted into the soil at the same time as the trench 1 is deeply excavated.
An earth retaining method is implemented in which the earth retaining plate 5 is fitted between the guide grooves 2 of the pillar 3 and extended upward, and as the groove is further excavated in the longitudinal direction, the earth retaining structure is sequentially assembled and connected using the above procedure. There is.

ところで、前記土留工法の施工現場によっては、土留構
体に大きな土庄がかかる土質がある。
By the way, depending on the construction site where the earth retaining method is used, there are soil types that require a large amount of soil to be applied to the earth retaining structure.

このような場合、掘削溝1の底に例えば下水管を布設し
、掘削溝1内に土砂を埋戻した後、土留板5や支柱2の
引抜き作業を行なうと、大きな土圧抵抗によりクレーン
でも容易に土中から引抜けないことがある。
In such a case, if you install, for example, a sewage pipe at the bottom of the excavated trench 1 and backfill the excavated trench 1 with earth and sand, if you attempt to pull out the earth retaining plates 5 and supports 2, the large earth pressure resistance will cause even a crane to be unable to do so. It may not be easily pulled out of the soil.

本考案はかかる問題を解決すべくなされたものであり、
土圧抵抗が大きくてクレーンでも容易に土留板や支柱を
土中から引抜けない場合でも簡単に引抜くことのできる
土留構体等の引抜き装置を提供せんとするものである。
This invention was made to solve this problem,
To provide a device for pulling out earth retaining structures, etc., which can easily pull out earth retaining plates and columns even when the earth pressure resistance is so large that even a crane cannot easily pull them out of the soil.

以下本考案による土留構体等の引抜き装置の実施例を図
によって説明すると、第2図a、 bに於いて、6,6
′は夫々両端に支柱7を設けた相対向する基台で、この
各基台6,6′の両端の支柱7の上端に上下に回転自在
な管状のホルダー8が結合され、この各ホルダー8に傾
斜杆9の基端が挿入されてホルダー8の外周に設けた止
ねじ10にて締付固定されている。
Below, an embodiment of the pulling device for earth retaining structures, etc. according to the present invention will be explained with reference to the drawings.
' are opposing bases each having a support 7 at both ends, and a vertically rotatable tubular holder 8 is connected to the upper end of the support 7 at both ends of each of the bases 6, 6'. The proximal end of the inclined rod 9 is inserted into the holder 8, and is tightened and fixed with a set screw 10 provided on the outer periphery of the holder 8.

一方の基台6の支柱7の上端にホルダー8を介して結合
された傾斜杆9.9間には、水平杆11の両端に回動可
能に取付けられたガイドパイプ12が傾斜杆9に慴動可
能に嵌合せしめられて、該ガイドパイプ12の外周の止
ねじ13にて締付固定されて、水平杆11が張架されて
いる。
A guide pipe 12 rotatably attached to both ends of the horizontal rod 11 is connected to the inclined rod 9 between the inclined rods 9 and 9 connected to the upper end of the support column 7 of one base 6 via the holder 8. The guide pipes 12 are movably fitted together and fixed by a set screw 13 on the outer periphery of the guide pipe 12, so that the horizontal rod 11 is stretched.

またこの水平杆11の両端のガイドパイプ12の内側に
はガイドパイプ14が回動可能に取付けられ、このガイ
ドパイプ14に他方の基台6の支柱7の上端にホルダー
8を介して結合された傾斜杆9が慴動可能に挿通されて
、ガイドパイプ14の外周の止ねじ15にて締付固定さ
れている。
A guide pipe 14 is rotatably attached to the inside of the guide pipe 12 at both ends of the horizontal rod 11, and is connected to the upper end of the support 7 of the other base 6 via a holder 8. The inclined rod 9 is slidably inserted through the guide pipe 14 and fixed by a set screw 15 on the outer periphery of the guide pipe 14.

相対向する傾斜杆9の下端、即ち管状のホルダー8には
U字金具16が固設されて、これにチェーン17が張設
されている。
A U-shaped metal fitting 16 is fixed to the lower ends of the opposing inclined rods 9, that is, the tubular holder 8, and a chain 17 is stretched thereon.

前記水平杆11の中央には動滑車18が吊垂され、この
動滑車18のフック19には土留板吊上げ金具20及び
支柱吊上げ金具21が交互に取付けられる。
A movable pulley 18 is suspended from the center of the horizontal rod 11, and retaining board lifting fittings 20 and column lifting fittings 21 are alternately attached to hooks 19 of the movable pulley 18.

土留板吊上げ金具20は、2本の吊索20aの下端に土
留板5の上縁の透孔5a(第1図参照)に挿入係止する
突起20b付ロツド20cを取付けたものである。
The earth retaining plate lifting fitting 20 has a rod 20c with a protrusion 20b attached to the lower ends of two hanging ropes 20a, which is inserted and locked into a through hole 5a (see FIG. 1) on the upper edge of the earth retaining plate 5.

また支柱吊上げ金具21は2本の吊索21aの下端に支
柱3の正面のサポートジヤツキ連結用部材3aの上端に
ピン結合する二叉の金具21bを取付けたものである。
The column lifting fitting 21 has a two-pronged metal fitting 21b attached to the lower end of two hanging ropes 21a, which is connected with a pin to the upper end of the support jack connecting member 3a on the front side of the column 3.

次にかように構成された本考案による土留構体等の引抜
き装置の使用法について段目する。
Next, a description will be given of how to use the device for pulling out earth retaining structures, etc., according to the present invention, which is constructed as described above.

第1図に示されるように掘削溝1の内側壁に土留構体が
順次組立接続されて、掘削溝1の底に第3図に示される
ように例えば下水管25が布設されると、溝1内に土砂
26が埋戻される。
As shown in FIG. 1, earth retaining structures are sequentially assembled and connected to the inner wall of the excavated trench 1, and when a sewer pipe 25, for example, is laid at the bottom of the excavated trench 1 as shown in FIG. Earth and sand 26 is backfilled inside.

そして土留構体の支柱3や土留板5の引抜き作業が行な
われるが、施工現場の土質によってクレーンでも容易に
引抜けないことがある。
The pillars 3 and retaining plates 5 of the earth retaining structure are then pulled out, but depending on the soil quality of the construction site, even a crane may not be able to pull them out easily.

このような場合に本考案による土留構体等の引抜き装置
を現場に搬入し、セットする。
In such a case, the device for extracting the earth retaining structure or the like according to the present invention is carried to the site and set.

即ち、引抜く土留板5の両外側に鋼矢板27を土留板5
と平行に敷設腰この鋼矢板27の上に基台6を相対向し
て立設し、各基台6の支柱7の上端のホルダー8に夫々
所要の長さの傾斜杆9の基端を挿入し、外周の止ねじ1
0にて締付固定する。
That is, the steel sheet piles 27 are placed on both sides of the retaining board 5 to be pulled out.
The bases 6 are erected facing each other on the steel sheet piles 27, and the base ends of inclined rods 9 of the required length are attached to the holders 8 at the upper ends of the columns 7 of each base 6. Insert and tighten the set screw 1 on the outer periphery.
Tighten and fix at 0.

次に一方の基台6側の傾斜杆9間に水平杆11をその両
端のガイドパイプ12を介して慴動可能に張架すると共
にガイドパイプ12の内側のガイドパイプ14に他方の
基台6側の傾斜杆9を慴動可能に挿通する。
Next, a horizontal rod 11 is slidably suspended between the inclined rods 9 on one side of the base 6 through the guide pipes 12 at both ends thereof, and is attached to the guide pipe 14 on the inside of the guide pipe 12 on the other side of the base 6. The side inclined rod 9 is slidably inserted.

次いで相対向する傾斜杆9を適宜に回転させながらガイ
ドパイプ12.14を慴動させて水平杆11引抜くべき
土留板5の上方に移動させ、ガイドパイプ12.14の
外周の止ねじ13.15を締付けて水平杆11を固定す
る。
Next, while appropriately rotating the opposing inclined rods 9, the guide pipe 12.14 is moved to move the horizontal rod 11 above the retaining plate 5 to be pulled out, and the set screw 13. 15 to fix the horizontal rod 11.

次に相対向するホルダー8に固設されたU字金具16間
にチェーン17を緊張張設して、各傾斜杆9が回転しな
いように固定する。
Next, a chain 17 is tensioned between U-shaped metal fittings 16 fixed to opposing holders 8, and each inclined rod 9 is fixed so as not to rotate.

次いで水平杆11の中央に動滑車18を吊垂し、この動
滑車18のフック19に土留板吊上げ金具20を取付け
る。
Next, a movable pulley 18 is suspended from the center of the horizontal rod 11, and a retaining board lifting fitting 20 is attached to the hook 19 of this movable pulley 18.

然してかようにセットされた本考案の土留構体等の引抜
き装置を用いて土留板5を引抜くには、先ず土留板吊上
げ金具20の2本の突起20b付ロツド20cを土砂2
6に埋め込まれている土留板5の上縁の透孔5aに挿入
係止する。
However, in order to pull out the earth retaining plate 5 using the pulling device for the earth retaining structure of the present invention set as described above, first, the rod 20c with the two protrusions 20b of the earth retaining plate lifting fitting 20 is attached to the soil 2.
It is inserted and locked into the through hole 5a at the upper edge of the retaining plate 5 embedded in the retaining plate 6.

次に動滑車18に掛は通したロープ18aの端末の吊環
18bをクレーン(図示省略)の吊索28の下端のフッ
ク29に掛ける。
Next, the hanging ring 18b at the end of the rope 18a that has been passed through the movable pulley 18 is hung on the hook 29 at the lower end of the hanging rope 28 of a crane (not shown).

次いでクレーンの吊索28を引上げ、動滑車18を介し
て土留板吊上げ金具20にて土留板5を土中から引抜く
Next, the suspension rope 28 of the crane is pulled up, and the retaining plate 5 is pulled out from the ground by the retaining plate lifting fitting 20 via the movable pulley 18.

土中から土留板5を数10センチ引抜いたならば、土留
板吊上げ金具20を土留板5より取外し、ガイドパイプ
12.14の外周の止ねじ13,15を緩めて傾斜杆9
を回転させながらガイドパイプ12.14を慴動させて
水平杆11を対向する土留板5の上方に移動する。
Once the retaining board 5 has been pulled out several tens of centimeters from the soil, remove the retaining board lifting fitting 20 from the retaining board 5, loosen the setscrews 13, 15 on the outer periphery of the guide pipe 12, 14, and lift the inclined rod 9.
While rotating, the guide pipes 12 and 14 are moved to move the horizontal rod 11 above the opposing retaining plate 5.

そしてガイドパイプ12.14の外周の止ねじ13,1
5を締付けて水平杆11を固定し、動滑車18に吊垂さ
れている土留板吊げ金具20を土中に埋込まれている土
留板5に前述の如く結合した後、クレーンの吊索27を
引上げ、動滑車18を介して土留板吊上げ金具20にて
土留板5を土中から引抜く。
and set screws 13,1 on the outer periphery of the guide pipe 12.14.
5 to fix the horizontal rod 11, and connect the earth retaining plate hanging fittings 20 suspended from the movable pulley 18 to the earth retaining plate 5 embedded in the soil as described above, then tighten the crane suspension rope. 27, and the retaining plate 5 is pulled out from the soil using the retaining plate lifting fitting 20 via the movable pulley 18.

土中から土留板5を数10センチ引抜いたならば、クレ
ーンの吊索28のフック29から動滑車18のロープ1
8aの端末の吊環18bを外すと共に土留板吊上げ金具
20を動滑車18のフック19から取外す。
After pulling out the retaining board 5 several tens of centimeters from the soil, the rope 1 of the movable pulley 18 is pulled out from the hook 29 of the suspension rope 28 of the crane.
At the same time, remove the suspension ring 18b at the end of 8a, and remove the earth retaining plate lifting fitting 20 from the hook 19 of the movable pulley 18.

次に本考案の引抜き装置全体を次の土留板引抜き場所に
移動し設置する。
Next, the entire extraction device of the present invention is moved to and installed at the next retaining board extraction location.

次いで前述の土中から数10センチ引抜いた土留板5に
再び土留板吊上げ金具20を結合し、この土留板吊上げ
金具20の吊索20aをクレーンの吊索28のフック2
9に掛けて、クレーンの吊索28の引上げにより土留板
5を土中から完全に引抜く。
Next, the earth retaining plate lifting fitting 20 is connected again to the earth retaining plate 5 which has been pulled out several tens of centimeters from the soil, and the hanging rope 20a of this earth retaining plate lifting fitting 20 is connected to the hook 2 of the crane's hanging rope 28.
9, the earth retaining board 5 is completely pulled out from the soil by pulling up the hanging rope 28 of the crane.

同様に相対向する土留板5も土中から完全に引抜く。Similarly, the opposing retaining board 5 is also completely pulled out from the soil.

また本考案の土留構体等の引抜き装置を用いて支柱3を
引抜くには、先ず引抜くべき相対向する支柱3の両外側
に第4図に示す如く鋼矢板27を敷設し、この鋼矢板2
7上に本装置を移動設置する。
In addition, in order to pull out the struts 3 using the pull-out device for the earth retaining structure of the present invention, first, as shown in Fig. 4, steel sheet piles 27 are laid on both outsides of the opposing struts 3 to be pulled out. 2
Move and install this device on 7.

次にガイドパイプ12.14の外周の止ねじ13.15
を緩めて傾斜杆9を回転させながらガイドパイプ12.
14を慴動させて水平杆11を相対向する支柱3同志の
中間の上方に移動する。
Next, the set screw 13.15 on the outer periphery of the guide pipe 12.14
Loosen the guide pipe 12. while rotating the inclined rod 9.
14 to move the horizontal rod 11 above the middle of the opposing columns 3.

次いでこのガイドパイプ12.14の外周の止ねじ13
.14を締付けて水平杆11を固定し、この水平杆11
に吊型された動滑車18のフック19に支柱吊上げ金具
21を取付ける。
Next, set screws 13 on the outer periphery of this guide pipe 12.14
.. 14 to fix the horizontal rod 11, and this horizontal rod 11
A post hoisting fitting 21 is attached to the hook 19 of the movable pulley 18 which is suspended from the top.

次にこの支柱吊上げ金具21の二又の金具21bを相対
向する支柱3の正面のサポートジヤツキ連結用部材3a
の上端にピン結合する。
Next, the support jack connecting member 3a on the front side of the pillar 3 that faces the bifurcated metal fittings 21b of this pillar lifting metal fitting 21
Connect the pin to the top edge of the .

次いで動滑車18に掛は通したロープ18aの端末の吊
環18bをクレーンの吊索28の下端のフック29に掛
け、然る後クレーンの吊索28を引上げ、動滑車18を
介して支柱吊上げ金具21にて相対向する支柱3をサポ
ートジヤツキ4にて連結されたままの状態で土中から引
抜く。
Next, the suspension ring 18b at the end of the rope 18a that has been passed through the movable pulley 18 is hooked onto the hook 29 at the lower end of the crane's suspension rope 28, and then the crane's suspension rope 28 is pulled up and the support strut lifting bracket is attached via the movable pulley 18. At 21, the opposing pillars 3 are pulled out of the soil while still being connected by the support jacks 4.

数10センチ引抜いたならば、クレーンの吊索28のフ
ック29から動滑車18のロープ18aの端末の吊環1
8bを外すと共に支柱吊上げ金具21を動滑車18のフ
ック19から取外す。
After pulling out several tens of centimeters, the hanging ring 1 at the end of the rope 18a of the movable pulley 18 is pulled out from the hook 29 of the hanging rope 28 of the crane.
8b and at the same time, remove the strut lifting fitting 21 from the hook 19 of the movable pulley 18.

次に本考案の引抜き装置全体を次の支柱引抜き場所に移
動し設置する。
Next, the entire extraction device of the present invention is moved and installed at the next support extraction location.

次いで支柱吊上げ金具21の吊索21aをクレーンの吊
索28のフック29に掛けて、クレーンの吊索27の引
上げにより前述の数10センチ土中から引抜いた相対向
する2本の支柱3を土中から完全に引抜く。
Next, the suspension ropes 21a of the strut lifting fittings 21 are hooked onto the hooks 29 of the crane suspension ropes 28, and the two opposing struts 3, which have been pulled out of the soil by several tens of centimeters by the lifting of the crane suspension ropes 27, are suspended in the soil. Pull it out completely from inside.

以上の説明で判るように本考案の掘削溝に於ける土留構
体等の引抜き装置は、一対の基台の両端の各支柱の上端
に所要の長さの傾斜杆を着脱可能に且つ上下に回転自在
に設けられ、しかも相対向する傾斜杆の下端間にチェー
ンが着脱可能に緊張張設されているので、現場で埋戻し
た掘削溝の溝幅に合せてセットすることができて汎用性
に富む。
As can be seen from the above explanation, the device for extracting earth retaining structures, etc. in excavated trenches of the present invention has an inclined rod of a required length attached to and detachable from the upper end of each support at both ends of a pair of bases, and can be rotated up and down. It can be freely installed, and since the chain is removably tensioned between the lower ends of the opposing inclined rods, it can be set to match the groove width of the excavated trench backfilled on site, making it highly versatile. Get rich.

また本考案の土留構体等の引抜き装置は、相対向する傾
斜杆の交叉部に設けた水平杆に吊型せる動滑車に取付け
られた吊上げ金具の位置を、傾斜杆の角度を調整するこ
ととによって溝幅方向のどの位置にも移動して固定でき
るので、溝の両側部での土留板の引抜きや溝の中央部で
の両側の支柱の引抜きを、引抜き装置を移動することな
く容易になし得る。
In addition, the device for extracting earth retaining structures, etc. of the present invention can be used by adjusting the position of the lifting fitting attached to a movable pulley that is suspended from a horizontal rod provided at the intersection of opposing inclined rods, and by adjusting the angle of the inclined rods. Since it can be moved and fixed at any position in the trench width direction, it is possible to easily pull out retaining plates on both sides of the trench or pull out the pillars on both sides in the center of the trench without having to move the pulling device. obtain.

さらに本考案の土留構体等の引抜き装置は、クレーン等
にて土中から土留構体の支柱や土留板を引抜く際、動滑
車を利用せしめるのであるから、土圧抵抗が大きくてク
レーンだけでは容易に引抜けないような場合でも簡単に
引抜くことができる。
Furthermore, the device for extracting earth retaining structures, etc. of the present invention uses movable pulleys when pulling out the columns and earth retaining plates of the earth retaining structures from the soil with a crane, etc., so it is difficult to use only with a crane due to the large earth pressure resistance. Even if it cannot be pulled out, it can be easily pulled out.

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

第1図は溝掘削用土留構体による土留工法を示す斜視図
、第2図a、 bは本考案による土留構体等の引抜き装
置の正面図、側面図、第3図はその引抜き装置により土
中から土留板を引抜く状態を示す斜視図、第4図はその
引抜き装置により土中から支柱を引抜く状態を示す正面
図である。 1・・・・・・掘削溝、2・・・・・・支柱の案内溝、
3・・・支柱、3a・・・・・・サポートジヤツキ連結
用部材、4・・・・・・サポートジヤツキ、5・・・・
・・土留板、5a・・・・・・透孔、6,6′・・・・
・・基台、7・・・・・・支柱、8・・・・・・管状の
ホルダー、9・・・・・・傾斜杆、10・・・・・・止
ねじ、11・・・・・・水平杆、12,14・・・・・
・ガイドパイプ、13.15・・・・・・止ねじ、16
・・・・・・U字金具、17・・・・・・チェーン、1
8・・・・・・動滑車、18a・・・・・・ロープ、1
8b・・・・・・吊環、19・・・・・・フック、20
・・・・・・土留板吊上げ金具、20a・・・・・・吊
索、20b・・・・・・突起、20c・・・・・・ロッ
ド、21・・・・・・支柱吊上げ金具、21a・・・・
・・吊索、21b・・・・・・二又の金具、25・・・
・・・下水管、26・・・・・・埋戻し土砂、27・・
・・・・鋼矢板、28・・・・・・クレーンの吊索、2
9・・・・・・クレーンの吊索のフック。
Fig. 1 is a perspective view showing an earth retaining method using an earth retaining structure for trench excavation, Fig. 2 a and b are front and side views of a pulling device for an earth retaining structure, etc. according to the present invention, and Fig. 3 is a perspective view showing an earth retaining method using an earth retaining structure for trench excavation. FIG. 4 is a perspective view showing a state in which the retaining plate is pulled out from the earth, and FIG. 4 is a front view showing a state in which the support column is pulled out from the soil by the pulling device. 1... Excavation groove, 2... Support guide groove,
3... Support column, 3a... Support jack connection member, 4... Support jack, 5...
・・Earth retaining plate, 5a・・・Through hole, 6, 6′・・・・
... Base, 7 ... Support column, 8 ... Tubular holder, 9 ... Slanted rod, 10 ... Set screw, 11 ...・Horizontal rod, 12, 14...
・Guide pipe, 13.15...Set screw, 16
......U-shaped metal fitting, 17...Chain, 1
8...Moving pulley, 18a...Rope, 1
8b... Hanging ring, 19... Hook, 20
...Earth retaining plate lifting fitting, 20a... Hanging rope, 20b... Protrusion, 20c... Rod, 21... Prop lifting fitting, 21a...
... Suspension rope, 21b... Forked metal fitting, 25...
...Sewage pipe, 26...Backfill earth and sand, 27...
... Steel sheet pile, 28 ... Crane suspension rope, 2
9...Hook for a crane's hanging line.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 両端に支柱を設けた基台を相対向させ、各基台の支柱の
上端に上下に回転自在な傾斜杆を着脱可能に設け、両側
の相対向する傾斜杆の交叉部に慴動且つ固定可能に水平
杆を張架し、両側の相対向する傾斜杆の下端には着脱可
能にチェーンを緊張張設し、前記水平杆の中央には動滑
車を雨垂し、該動滑車のフックには土留板等の吊上げ金
具を交互に取付けるようになした掘削溝に於ける土留構
体等の引抜き装置。
The bases with columns on both ends are placed opposite to each other, and the upper end of each base column is removably provided with an inclined rod that can freely rotate up and down, and can be moved and fixed at the intersection of the opposing inclined rods on both sides. A horizontal rod is stretched across the frame, a chain is removably tensioned at the lower ends of the opposite inclined rods on both sides, a movable pulley is hung in the center of the horizontal rod, and a hook is attached to the hook of the movable pulley. A device for pulling out earth retaining structures, etc. in excavated trenches, in which lifting fittings such as earth retaining plates are attached alternately.
JP15178580U 1980-10-24 1980-10-24 Equipment for pulling out earth retaining structures, etc. in excavated trenches Expired JPS6027157Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15178580U JPS6027157Y2 (en) 1980-10-24 1980-10-24 Equipment for pulling out earth retaining structures, etc. in excavated trenches

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15178580U JPS6027157Y2 (en) 1980-10-24 1980-10-24 Equipment for pulling out earth retaining structures, etc. in excavated trenches

Publications (2)

Publication Number Publication Date
JPS5775035U JPS5775035U (en) 1982-05-10
JPS6027157Y2 true JPS6027157Y2 (en) 1985-08-16

Family

ID=29511104

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15178580U Expired JPS6027157Y2 (en) 1980-10-24 1980-10-24 Equipment for pulling out earth retaining structures, etc. in excavated trenches

Country Status (1)

Country Link
JP (1) JPS6027157Y2 (en)

Also Published As

Publication number Publication date
JPS5775035U (en) 1982-05-10

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