JPS63189530A - Horizontal excavating and transporting device under ground - Google Patents
Horizontal excavating and transporting device under groundInfo
- Publication number
- JPS63189530A JPS63189530A JP1872587A JP1872587A JPS63189530A JP S63189530 A JPS63189530 A JP S63189530A JP 1872587 A JP1872587 A JP 1872587A JP 1872587 A JP1872587 A JP 1872587A JP S63189530 A JPS63189530 A JP S63189530A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- excavation
- horizontal
- caisson
- horizontally
- 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.)
- Granted
Links
- 238000009412 basement excavation Methods 0.000 claims abstract description 41
- 239000002689 soil Substances 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract 1
- 238000005553 drilling Methods 0.000 description 13
- 239000004576 sand Substances 0.000 description 4
- 238000007599 discharging Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明゛は、地中(地盤など)をほぼ水平面内で広範囲
にわたり水平掘削するとともに掘削土砂を運搬して排出
する地中水平掘削・運搬装置に関するものである。Detailed Description of the Invention (Field of Industrial Application) The present invention is directed to underground horizontal excavation and transportation, which involves horizontally excavating underground (ground, etc.) over a wide area in a substantially horizontal plane, and also transporting and discharging the excavated soil. It is related to the device.
(従来の技術)
地中水平掘削の従来例は、例えば、水中に設置される橋
梁基礎となるケーソンの刃口下側の地中(地盤)を全面
的に水平掘削して掘削土砂をケーソン内へ排出し、ケー
ソンを沈下させて据え付は配置する場合などにおいて実
施されておシ、地中の水平掘削の深さ確保とともに水平
面内を広範囲にわたシ全面的に水平掘削する必要があっ
て、スフ17 h−羽根付き回転軸を備えた掘削装置を
使用し、スクリュー羽根付き回転軸を回転し地中へ向け
て前進し先端刃先の掘進力により水平掘進するとともに
掘削土砂をスクリュー羽根で運搬、排出することくよシ
地中深く水平掘削し、さらに、スクリュー羽根付き回転
軸を後退し水平掘進の方向を変えて前記水平掘進を繰シ
返すことにより、ケーソンの刃口下側を全面的に水平掘
削している。(Conventional technology) A conventional example of underground horizontal excavation is, for example, by horizontally excavating the entire underground (ground) below the cutting edge of a caisson, which will be the foundation of a bridge installed underwater, and depositing the excavated soil into the caisson. The installation is carried out by discharging the caisson into the ground and sinking the caisson.In addition to securing the depth of horizontal excavation underground, it is necessary to perform horizontal excavation across a wide range of horizontal surfaces. , Suff 17 h-Using an excavation device equipped with a rotary shaft with blades, the rotary shaft with screw blades is rotated to advance underground, horizontally excavated by the digging force of the tip of the cutting edge, and the excavated soil is transported by the screw blades. , by horizontally excavating deep underground, and then retracting the rotary shaft with screw blades, changing the direction of horizontal excavation, and repeating the horizontal excavation, the lower side of the caisson's cutting edge is completely excavated. horizontal excavation is being carried out.
(発明が解決しようとする問題点)
従来の前記地中水平掘削は、スクリュー羽根付き回転軸
を回転して前後方向に進退し、先端刃先・の掘進力によ
って水平掘進するようになっておシ、先端刃先およびス
クリュー羽根によって横方向へ掘進することは実際上困
難であるため、地中を水平面内で広範囲にわたり水平掘
進するために多くの手数、時間を要し、さらに地盤崩壊
などにより極めて非能率となるなどの問題点がある。(Problems to be Solved by the Invention) The conventional underground horizontal excavation is a system in which a rotary shaft with screw blades is rotated to advance and retreat in the front and rear directions, and horizontal excavation is performed by the digging force of the cutting edge. It is actually difficult to excavate horizontally using the tip of the cutting edge and the screw blade, so it takes a lot of effort and time to excavate horizontally over a wide area in the horizontal plane, and it is extremely difficult to do so due to ground collapse. There are problems such as efficiency.
(問題点の解決手段)
本発明は、前記のような問題点に対処するために開発さ
れた地中水平掘削・運搬装置であって、移動配置機構に
よってほぼ水平に支持され前後方向に進退および横方向
に移動される筒状のケーシングと、該ケーシング内に配
設されて回転装置により駆動されるスクリュー羽根付き
回転軸と、前記スクリュー羽根の先端外縁部分に間隔を
おいて配設された横方向掘削カッタ群を具備したことに
より、地中の水平掘削深度の確保とともに水平面内の広
範囲にわたる水平掘削を可能にして水平掘削性能、掘削
能率を著しく向上させ前記のような問題点を解消してい
る。(Means for Solving Problems) The present invention is an underground horizontal excavation/transportation device developed to address the above-mentioned problems, which is supported almost horizontally by a moving arrangement mechanism and moves forward and backward in the forward and backward directions. A cylindrical casing that is moved laterally, a rotating shaft with screw blades disposed inside the casing and driven by a rotating device, and a lateral shaft disposed at intervals on the outer edge of the tip of the screw blade Equipped with a group of directional drilling cutters, it is possible to secure horizontal drilling depth underground and to perform horizontal drilling over a wide range of horizontal surfaces, significantly improving horizontal drilling performance and drilling efficiency, and solving the problems mentioned above. There is.
(作用)
回転装置によってスクリュー羽根付き回転軸を回転し、
移動配置機構によってケーシングとともにスクリュー羽
根付き回転軸をほぼ水平に支持し前進させさらに横方向
に移動させると、先端刃先の掘進力によりスクリユー羽
根付き回転軸がケーシングとともに地中へ向けて深く水
平掘進され、さらに横方向掘削カッタ群の横方向掘進力
により横方向への水平掘進が可能であるとともに、前記
掘進に伴う掘削土砂はスクリュー羽根によってケーシン
グ内に送り込まれ運搬、排出される。(Function) The rotary shaft with screw blades is rotated by a rotating device,
When the rotary shaft with screw blades is supported almost horizontally with the casing by the moving arrangement mechanism and moved forward and then moved laterally, the rotary shaft with screw blades and the casing are deeply horizontally dug into the ground by the digging force of the cutting edge. Furthermore, horizontal excavation in the lateral direction is possible due to the lateral excavation force of the lateral excavation cutter group, and the excavated soil accompanying the excavation is fed into the casing by the screw blades, transported, and discharged.
(実施例)
第1図ないし第3図に本発明の一実施例を示し、図中(
1)は移動配置機構、(2)はケーシング、(3)はス
クリュー羽根(31)付き回転軸、(5)は回転装置、
(6)は横方向掘削カッタ群であって、移動配置機構(
1)に砥ぼ水平支持されて前後方向に進退および横方向
に移動される筒状ケーシング(2)と、ケーシング(2
)内に配設されて回転装置(5)により駆動されるスク
リュー羽根(31)付き回転軸(3)と、スクリュー羽
根(31)の先端外縁部分に間隔をおいて配設された横
方向掘削カッタ群(6)を具備した構成になっている。(Embodiment) An embodiment of the present invention is shown in FIGS. 1 to 3, and (
1) is a moving arrangement mechanism, (2) is a casing, (3) is a rotating shaft with a screw blade (31), (5) is a rotating device,
(6) is a horizontal excavation cutter group, which has a moving arrangement mechanism (
A cylindrical casing (2) that is horizontally supported by a grinding wheel (1) and moved forward and backward and laterally;
) and driven by a rotating device (5), a rotating shaft (3) with a screw blade (31), and a lateral excavation installed at intervals on the outer edge of the tip of the screw blade (31). The structure includes a cutter group (6).
前記移動配置機5(1)について詳述すると、ケーソン
(a)の内壁に沿って水平移動される実施例であって、
ケーソンの内壁に配設されている上、下レール(IIX
II)にガイド(12)(12)を介して水平移動可能
に支持された外フレーム(13)と、外フレームに支持
され上下スライド装置(14)により昇降される内フレ
ーム(15)と、内フレームの下端部に旋回装fR(1
6)を介して連設された支持フレーム(17)と、支持
フレーム(17)に水平支持されたケーシング(2)を
前後方向に進退させる水平スライド装置(18)等から
なシ、該移動配置機構(1)は、ケーソン(a)内側の
内壁に配設されて水平移動されるとともに、上下スライ
ド装置(14)による内フレーム(15)の昇降、旋回
装置(16)による水平旋回および水平スライド9装置
(18)による前後方向の進退によって、ケーシング(
2)が、スクリュー羽根(31)付き回転軸(3)とと
もに水平に支持されてケーソン(a)の刃口下側に昇降
、水平旋回されて配置されるとともに前後方向に進退さ
れさらに横方向に移動される。The mobile placement machine 5(1) will be described in detail. It is an embodiment in which the mobile placement machine 5(1) is horizontally moved along the inner wall of the caisson (a),
Upper and lower rails (IIX) installed on the inner wall of the caisson
II), an outer frame (13) supported horizontally through guides (12) (12), an inner frame (15) supported by the outer frame and raised and lowered by a vertical slide device (14), Swivel equipment fR (1
6), and a horizontal slide device (18) for moving back and forth the casing (2) horizontally supported by the support frame (17), etc., and the moving arrangement. The mechanism (1) is disposed on the inner wall inside the caisson (a) and is moved horizontally, as well as lifting and lowering the inner frame (15) using a vertical slide device (14), and horizontally rotating and horizontally sliding using a rotating device (16). The casing (
2) is supported horizontally together with a rotating shaft (3) with a screw blade (31), is raised and lowered below the cutting edge of the caisson (a), is horizontally rotated and placed, and is moved back and forth in the front and rear directions, and further in the lateral direction. will be moved.
前記ケーシング(2)について詳述すると、移動配置機
構(1)の支持フレーム(17)下部に設けられた上、
下ガイド部材(17a)(17b)(17b)によりは
ぼ水平に支持されて前後方向にスライドのみ可能に支持
され、支持フレーム(17)とケーシング(2)間に連
設された流体圧シリンダなどからなる水平スライド装置
(18)により大きく前後方向にスライドされるととも
に、第2図に示すようにケーシング(2)の先端部分に
側部開口(21)が形成され、第1図に示すように基端
部の下側に掘削土砂の排出口(22)が設けられている
。In detail, the casing (2) is provided at the lower part of the support frame (17) of the moving arrangement mechanism (1), and
A fluid pressure cylinder, etc., which is supported almost horizontally by the lower guide members (17a) (17b) (17b) so as to be able to slide only in the front and back direction, and is connected between the support frame (17) and the casing (2). As shown in Fig. 2, a side opening (21) is formed at the tip of the casing (2), as shown in Fig. 1. A discharge port (22) for excavated earth and sand is provided on the lower side of the base end.
前記スクリュー羽根(31)付き回転軸(3)について
詳述すると、ケーシング(2)の基端側に固設された回
転装置(5)(流体圧モータ、原動機など)により適宜
の回転伝導機構を介して回転駆動されるとともに、回転
軸(3)の外周面にほぼ全長にわたシスクリユー羽根(
31)が付設されて、先端部に従来と同様な先端刃先(
32)が設けられ、さらに、スクリュー羽根(31)の
先端外縁部に、所定範囲にわたシ間隔をおいて多くの横
方向掘削カッタ群(6)が配設されておシ、該横方向掘
削カッタ群(6)は、第1図に示すケーシング(2)か
ら突出した部分、さらにケーシング(2)に設けられた
側部開口(21)の部分にも設けられ、先端刃先(32
)により前進して地中深く水平掘進され、横方向掘削カ
ッタ群(6)により横方向掘進が可能となり、前後方向
および横方向の掘進中に生ずる掘削土砂は両掘進に伴っ
てスクリュー羽根(31)Kよシケーシング(2)内へ
送シ込まれて運搬され、排出口(22)からケーソン(
a)内へ排出される。図中(ao)はケーソン(a)の
刃り下側に突出配置された土留杭である。To explain in detail the rotating shaft (3) with the screw blade (31), an appropriate rotation transmission mechanism is provided by a rotating device (5) (hydraulic motor, prime mover, etc.) fixed to the base end side of the casing (2). At the same time, there is a syscrew blade (
31) is attached, and the tip has the same cutting edge (
32), and furthermore, a large number of lateral excavation cutter groups (6) are disposed at intervals across a predetermined range on the outer edge of the tip of the screw blade (31), and the lateral excavation The cutter group (6) is provided at the part protruding from the casing (2) shown in FIG. 1, and also at the side opening (21) provided in the casing (2),
) moves forward and horizontally excavates deep into the ground, and horizontal excavation is made possible by the lateral excavation cutter group (6). )K is fed into the casing (2) and transported, and is discharged from the discharge port (22) to the caisson (
a) is expelled into the body. In the figure (ao) is a retaining pile protruding from the lower side of the blade of the caisson (a).
本発明の実施例は、前記のような構成になっておりケー
ソンの刃口下側の掘削について作用を説明すると、移動
配置機411(1)はケーソン(a)の内壁に配設され
た上、下レール(11)(11)で支持され、移動配置
機構(1)の下部にケーシング(2)とともにスクリュ
ー羽根(31)付き回転軸(3)が水平に支持されて、
適宜の駆動制御装置(図示省略)による移動配置機構(
1)のケーソン(a)内壁に沿う水平移動、上下スライ
ド装置(14)による内フレーム(15)の昇降、旋回
装置(16)による水平旋回および水平スライド装置(
18)による前後方向の進退によって、ケーシング(1
)がスクリュー羽根(31)付き回転軸(3)とともに
ケーソン(a)の刃口下側に配置されて前後方向に進退
されるとともに横方向に移動され、かつ回転装置(5)
によりスクリユー羽根(31)付き回転軸(3)が回転
駆動される。The embodiment of the present invention has the above-mentioned configuration, and to explain the operation of excavating the lower side of the cutting edge of the caisson, the mobile placement machine 411(1) is installed on the inner wall of the caisson (a). , supported by lower rails (11) (11), and a rotating shaft (3) with screw blades (31) is supported horizontally along with the casing (2) at the bottom of the moving arrangement mechanism (1).
A movement arrangement mechanism (
1) horizontal movement along the inner wall of the caisson (a), raising and lowering the inner frame (15) using the vertical slide device (14), horizontal rotation using the rotating device (16), and horizontal sliding device (
18), the casing (1
) is arranged below the cutting edge of the caisson (a) together with the rotating shaft (3) with screw blades (31), and is moved forward and backward as well as laterally, and the rotating device (5)
The rotary shaft (3) with the screw blade (31) is rotationally driven.
スクリュー羽根(31)付き回転軸(3)を回転駆動し
先端刃先部(32)を地中へ向けて前進すると、先端刃
先部(32)の掘進力により前記回転軸(3)とともに
ケーシング(2)が地中深く水平掘進され、それに伴っ
て生ずる掘削土砂はケーシング(2)内へ送)込まれて
運搬され基部側の排出口(22)からケーソン(a)内
へ排出されて前進によ)水平掘削され、さらに、前記回
転軸(3)の回転駆動とともに、移動配置機構(1)に
よってケーシング(2)および前記回転軸(3)を横方
向に移動させると、スクリュー羽根(31)の先端外縁
部分の所定範囲に配設された横方向掘削カッタ群(6)
によって横方向掘進が行われ、横方向掘進に伴って生ず
る掘削土砂はケーシング(2)内へ送シ込まれて運搬さ
れ排出口(22)からケーソン(−)内へ排出されて、
地中深く水平掘進されるとともに続いて横方向の水平掘
進が行われ、ケーソン(a)の刃口下側が地中深くかつ
横方向へ広範囲にわたって水平掘進され同時に掘削土砂
が排出され石。When the rotary shaft (3) with the screw blade (31) is driven to rotate and the distal cutting edge (32) moves forward into the ground, the digging force of the distal cutting edge (32) causes the rotary shaft (3) and the casing (2) to move forward. ) is horizontally excavated deep into the ground, and the excavated soil generated along with this is transported into the casing (2) and discharged from the base side outlet (22) into the caisson (a), where it is moved forward. ) is horizontally excavated, and when the moving arrangement mechanism (1) moves the casing (2) and the rotating shaft (3) laterally along with the rotational drive of the rotating shaft (3), the screw blade (31) A group of horizontal drilling cutters (6) arranged in a predetermined range at the outer edge of the tip
Lateral excavation is performed by the lateral excavation, and the excavated earth and sand generated by the lateral excavation is fed into the casing (2), transported, and discharged from the discharge port (22) into the caisson (-).
The lower side of the cutting edge of the caisson (a) is horizontally excavated deep underground and laterally over a wide area, and at the same time, the excavated earth and sand are discharged to form stones.
ケーソン(、)の刃口下側掘削は、例えば、第3図に示
すようにケーシング(2)とともにスクリュー羽根(3
1)付き回転軸(3)を前進する水平掘削(Ia)と、
続いて行われる横方向移動による横方向水平掘削(Ib
)Kよる第1段階掘削([a、b)、さらに深す前進に
よる水平掘削(na)と、続いて行われる横方向水平掘
削(Ilm)) Kよる第2段階掘削(Ilm、1))
、さらに深い前進による水平掘削(Illa ’)と、
続いて行われる横方向水平掘削(It))による第3段
階掘削(Illatb)によって、ケーソン(a)の刃
口下側が全面にわたって水平掘削される。For example, as shown in Fig. 3, the lower part of the cutting edge of the caisson (,) is excavated by drilling the screw blade (3) together with the casing (2).
1) horizontal excavation (Ia) that advances a rotating shaft (3);
Lateral horizontal excavation (Ib) with subsequent lateral movement
) 1st stage drilling by K ([a, b), horizontal drilling with deeper advancement (na) followed by lateral horizontal drilling (Ilm)) 2nd stage drilling by K (Ilm, 1))
, horizontal drilling (Illa') with deeper advancement;
Subsequently, in the third stage of excavation (Illatb) by lateral horizontal excavation (It)), the entire lower side of the cutting edge of the caisson (a) is horizontally excavated.
ケーソン(、)内に排出された掘削土砂(b′)は、ケ
ーソン(a)内の掘削用クラムシェル(0)などKよシ
ケーソン(a)外へ排出、除去される。The excavated soil (b') discharged into the caisson (,) is discharged and removed from the caisson (a) through the excavation clam shell (0) and the like inside the caisson (a).
(発明の効果)
本発明は、前述のような構成になっているので、回転装
置によってスクリュー羽根付き回転軸を回転し、移動配
置機mKよってケーシングとともにスクリュー羽根付き
回転軸を水平に支持し前進させさらに横方向に移動させ
ると、先端刃先の掘進力によりスクリユー羽根付き回転
軸が地中へ向けて深く水平掘進され、さらに横方向掘削
カッタ群の横方向掘進力により横方向へ水平掘進できる
とともに、前記掘進に伴う掘進土砂はスクリュー羽根に
よりケーシング内に送シ込まれて運搬、排出され、水平
掘削深度が十分に確保されるとともに水平面内の広範囲
にわたる水平掘進が連続的に高能率で行われ、掘削土砂
は効果的に連続運搬、排出されて、地中の水平掘削性能
、掘削能率が著しく向上されている。(Effects of the Invention) Since the present invention has the above-described configuration, the rotary shaft with screw vanes is rotated by the rotating device, and the rotary shaft with screw vanes is supported horizontally with the casing by the moving arrangement machine mK, and the rotary shaft with screw vanes is moved forward. When the screw is further moved laterally, the rotary shaft with screw blades is driven deeply horizontally into the ground by the digging force of the cutting edge, and the horizontal digging force of the group of lateral excavation cutters allows it to dig laterally horizontally. The excavated earth and sand accompanying the excavation are sent into the casing by screw blades, transported, and discharged, and a sufficient horizontal excavation depth is ensured, and horizontal excavation over a wide range in the horizontal plane is continuously performed with high efficiency. , The excavated soil is effectively continuously transported and discharged, and the underground horizontal excavation performance and excavation efficiency are significantly improved.
以上本発明を実施例について説明したが、勿論本発明は
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, it goes without saying that the present invention is not limited to such embodiments, and that various design modifications can be made without departing from the spirit of the present invention. .
第1図は本発明の一実施例を示す側面図、第2図(A)
(B)は第1図のケーシング前部の拡大側面図と■側視
図、第3図は水平掘削の各段階を示す平面図である。
l:移動配置機構 2:ケーシング
3:回転軸 6;横方向掘削カッタ群31ニス
クリユー羽根
代理人 弁理士 岡 本 重 文
外2名
第3図Figure 1 is a side view showing one embodiment of the present invention, Figure 2 (A)
(B) is an enlarged side view and a side view of the front part of the casing shown in FIG. 1, and FIG. 3 is a plan view showing each stage of horizontal excavation. 1: Moving arrangement mechanism 2: Casing 3: Rotating shaft 6: Lateral drilling cutter group 31 Niscrew blade Agent Patent attorney Shige Okamoto 2 people outside Figure 3
Claims (1)
退および横方向に移動される筒状のケーシングと、該ケ
ーシング内に配設されて回転装置により駆動されるスク
リュー羽根付き回転軸と、前記スクリュー羽根の先端外
縁部分に間隔をおいて配設された横方向掘削カッタ群を
具備したことを特徴とする地中水平掘削・運搬装置。a cylindrical casing that is supported substantially horizontally by a moving and arranging mechanism and is moved back and forth in the front and rear directions and in the lateral direction; a rotating shaft with screw blades disposed within the casing and driven by a rotating device; An underground horizontal excavation/transportation device characterized by comprising a group of horizontal excavation cutters arranged at intervals on the outer edge of the tip of a screw blade.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62018725A JP2521275B2 (en) | 1987-01-30 | 1987-01-30 | Underground horizontal excavation and transportation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62018725A JP2521275B2 (en) | 1987-01-30 | 1987-01-30 | Underground horizontal excavation and transportation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63189530A true JPS63189530A (en) | 1988-08-05 |
JP2521275B2 JP2521275B2 (en) | 1996-08-07 |
Family
ID=11979641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62018725A Expired - Fee Related JP2521275B2 (en) | 1987-01-30 | 1987-01-30 | Underground horizontal excavation and transportation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2521275B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2613187A (en) * | 2021-11-26 | 2023-05-31 | Charlton Piling & Foundations Ltd | An excavator for use in underpinning operations |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57172042A (en) * | 1981-04-16 | 1982-10-22 | Taiho Kensetsu Kk | Soil excavator |
JPS5858333A (en) * | 1981-09-29 | 1983-04-06 | Okumura Constr Co Ltd | Excavating and soil-discharging device for round caisson |
JPS5976692U (en) * | 1982-11-16 | 1984-05-24 | 古河鉱業株式会社 | Rock drill drilling angle display device |
-
1987
- 1987-01-30 JP JP62018725A patent/JP2521275B2/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57172042A (en) * | 1981-04-16 | 1982-10-22 | Taiho Kensetsu Kk | Soil excavator |
JPS5858333A (en) * | 1981-09-29 | 1983-04-06 | Okumura Constr Co Ltd | Excavating and soil-discharging device for round caisson |
JPS5976692U (en) * | 1982-11-16 | 1984-05-24 | 古河鉱業株式会社 | Rock drill drilling angle display device |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2613187A (en) * | 2021-11-26 | 2023-05-31 | Charlton Piling & Foundations Ltd | An excavator for use in underpinning operations |
Also Published As
Publication number | Publication date |
---|---|
JP2521275B2 (en) | 1996-08-07 |
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