JPH09279979A - Elevating device for horizontal boring machine - Google Patents

Elevating device for horizontal boring machine

Info

Publication number
JPH09279979A
JPH09279979A JP8978796A JP8978796A JPH09279979A JP H09279979 A JPH09279979 A JP H09279979A JP 8978796 A JP8978796 A JP 8978796A JP 8978796 A JP8978796 A JP 8978796A JP H09279979 A JPH09279979 A JP H09279979A
Authority
JP
Japan
Prior art keywords
boring machine
horizontal boring
frame
jack
pillar
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.)
Withdrawn
Application number
JP8978796A
Other languages
Japanese (ja)
Inventor
Yuji Yamashita
裕司 山下
Masaaki Nishigami
雅朗 西上
Tadashi Saito
正 齋藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YOSHINAGA Manufacturing
Shimizu Construction Co Ltd
Shimizu Corp
Yoshinaga Manufacturing Co Ltd
Original Assignee
YOSHINAGA Manufacturing
Shimizu Construction Co Ltd
Shimizu Corp
Yoshinaga Manufacturing Co Ltd
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 YOSHINAGA Manufacturing, Shimizu Construction Co Ltd, Shimizu Corp, Yoshinaga Manufacturing Co Ltd filed Critical YOSHINAGA Manufacturing
Priority to JP8978796A priority Critical patent/JPH09279979A/en
Publication of JPH09279979A publication Critical patent/JPH09279979A/en
Withdrawn legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To construct a side wall part close to the earth retaining pit of a shaft by arranging a boring machine on a frame cantilever-likely supported with a pillar so that the boring direction is outside the elevating guide face of the pillar. SOLUTION: A cylindrical supporting part 2a provided on the rear end part of a frame 2 is fitted into a pillar 1 vertically provided in a shaft T, capably of being smoothly vertically moved cantilever-likely. A boring machine B pressing in a pipe from left to right in parallel with the center line is loaded on the frame 2. A jack 8 is provided on the extreme end of the frame 2, and a jack 6 is provided on the rear end of the cylindrical supporting part 2a. The frame 2 is stopped on the desired position, the frame 2 is stabilized by the reaction receiving jack 6 and the jack 8, and the horizontal boring machine B is operated so as to horizontally press a steel pipe in the earth. When the press-in is completed, the jacks 6, 8 are loosened, the frame 2 is moved vertically by a winch 10, and a steel pipe is similarly again pressed in the earth on the next position. By repeating the above-mentioned operation, a side wall part is constructed in the earth.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鋼管等のパイプを
水平に地中に圧入する水平ボーリングマシンを上下させ
てパイプ圧入位置につける昇降装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lifting device for vertically moving a horizontal boring machine for horizontally press-fitting a pipe such as a steel pipe into the ground to place the pipe in a press-fitting position.

【0002】[0002]

【従来の技術】道路や線路或いは河川等の下にそれらを
横断してトンネルを掘削するような場合の補助工法とし
て、図5と図6に示すように、多数本の鋼管Pを、水平
ボーリングマシンBで1本宛地中に平行かつ水平に順次
圧入して一次覆工する工法(パイプルーフ工法)が知ら
れている。
2. Description of the Related Art As an auxiliary construction method for excavating a tunnel across roads, railways or rivers, as shown in FIGS. 5 and 6, a large number of steel pipes P are horizontally drilled. A method (pipe roof method) is known in which a primary lining is performed by sequentially press-fitting one machine B in parallel and horizontally in the destination.

【0003】上記の工法においては、鋼管Pで側部壁体
Kaを形成する場合、水平ボーリングマシンBを鋼管P
のほぼ直径分宛下或いは上に動かし、また上部壁体Kb
を構築する場合、水平ボーリングマシンBを横移動させ
る必要がある。
In the above construction method, when the side wall body Ka is formed of the steel pipe P, the horizontal boring machine B is installed in the steel pipe P.
Of the upper wall Kb
When constructing, the horizontal boring machine B needs to be moved laterally.

【0004】そこで、従来、側部壁体Kaを形成する場
合には、架台31の周囲に4本以上の支柱32を鉛直に
立ててそれらの支柱32に架台31をチェーンブロック
33で昇降自在に支持した昇降装置を用い、架台31の
上に水平ボーリングマシンBを載せて下或いは上に順次
動かして行い、また上部壁体Kbを形成する場合には、
鋼管Pの並び方向ににレールを敷き、そのレールに沿っ
て水平ボーリングマシンBを横送りして行っている。
Therefore, conventionally, in the case of forming the side wall body Ka, four or more columns 32 are erected vertically around the pedestal 31, and the pedestal 31 can be raised and lowered by the chain block 33 on these columns 32. When the horizontal boring machine B is placed on the pedestal 31 and sequentially moved downward or upward using the supported lifting device, and when the upper wall body Kb is formed,
Rails are laid in the direction in which the steel pipes P are arranged, and the horizontal boring machine B is laterally fed along the rails.

【0005】[0005]

【発明が解決しようとする課題】上記従来の昇降装置の
構造であると、立坑Tの山留杭Yaの腹起しHに沿って
支柱32を設ける必要があるので、敷地境界に山留杭Y
aが打設されているような場合、その山留杭Yaの腹起
しHに沿う支柱32が邪魔になって敷地境界のすぐ近く
に側部壁体Kaを構築することができないという問題点
がある。なお、上部壁体Kbの形成には問題はない。
In the structure of the above-mentioned conventional lifting device, since it is necessary to provide the support columns 32 along the upset H of the mountain retaining pile Ya of the vertical shaft T, the mountain retaining pile is located at the site boundary. Y
In the case where a is cast, the pillar 32 along the upset H of the mountain retaining pile Ya becomes an obstacle and the side wall body Ka cannot be constructed in the immediate vicinity of the site boundary. There is. There is no problem in forming the upper wall body Kb.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、本発明に係る水平ボーリングマシンの昇降装置は、
水平ボーリングマシンを載せる架台が、立坑等に鉛直に
立設された支柱に昇降自在に支持され、上記架台には、
該架台を支柱に沿って昇降させる昇降手段が付設された
水平ボーリングマシンの昇降装置において、上記架台
を、水平ボーリングマシンのボーリング方向に沿う一方
の側縁を上記支柱の上記ボーリング方向に沿う昇降案内
面の外側に配して設けた構成とした。
In order to solve the above problems, a lifting device for a horizontal boring machine according to the present invention comprises:
A pedestal on which a horizontal boring machine is placed is supported so as to be vertically movable on columns vertically erected in a shaft or the like.
An elevating device for a horizontal boring machine provided with an elevating means for elevating and lowering the gantry along a column, wherein the gantry is vertically guided with one side edge along the boring direction of the horizontal boring machine along the boring direction of the column. It is arranged so as to be arranged outside the surface.

【0007】支柱に篏合された筒状支持部の上部と下部
に設けられた案内部材を支柱のガイド面に案内して架台
を昇降自在に設けることが好ましい。架台を、1本の支
柱に片持的に支持することができる。
[0007] It is preferable to guide the guide members provided on the upper and lower portions of the cylindrical support portion, which is fixed to the support, to the guide surface of the support so that the pedestal can be raised and lowered. The gantry can be cantileveredly supported by one column.

【0008】[0008]

【発明の実施の形態】発明の実施の形態を実施例に基づ
き図面を参照して説明する。図1と図2において符号1
は支柱である。支柱1は、山留杭Ya,Ybの腹起しH
から大きく離して立坑Tに鉛直に立設されている。支柱
1の横断面形状は四角形となっている。支柱1はタワー
クレーン等のマストを用いることができるが、昇降装置
用として設計製作したものでもよく、また横断面形状も
上記に限らず任意である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described based on examples with reference to the drawings. 1 and FIG.
Is a support. The pillar 1 is the abutment H of the Yamadome piles Ya and Yb.
It is erected vertically in the vertical shaft T at a great distance from. The cross-sectional shape of the pillar 1 is quadrangular. A mast such as a tower crane can be used for the pillar 1, but the pillar 1 may be designed and manufactured for a lifting device, and the cross-sectional shape is not limited to the above and is arbitrary.

【0009】また符号2は架台である。架台2は、その
横幅を支柱1よりも十分に大きくしてほぼ長形状に形成
されており、図1と図2で左側の後端部に設けられた筒
状支持部2aを支柱1に嵌合させて昇降自在に片持的に
支持されている。筒状支持部2aは、横断面形状を支柱
1よりも少し大きい四角形とされ、4つの内面の上部と
下部に設けられたガイドローラ等の案内部材3を支柱1
の各外面に形成されたガイド面1aに案内されて円滑に
上下するようになっている。
Reference numeral 2 is a mount. The gantry 2 is formed in a substantially long shape with its lateral width sufficiently larger than that of the support column 1. The cylindrical support portion 2a provided at the rear end portion on the left side in FIGS. It is supported in a cantilevered manner so that it can move up and down together. The cylindrical support portion 2a has a rectangular cross-sectional shape that is slightly larger than the support column 1, and has guide members 3 such as guide rollers provided on the upper and lower portions of the four inner surfaces of the support column 1a.
The guide surface 1a formed on each of the outer surfaces of the upper and lower surfaces smoothly moves up and down.

【0010】架台2の長さ方向に沿う中心線CLの図2
で上側に水平ボーリングマシンBが載設され、中心線C
Lの図2で下側は作業足場2bとなっている。水平ボー
リングマシンBのボーリング方向は架台2の中心線CL
に平行であり、水平ボーリングマシンBは図1と図2で
左から右にパイプを押して地中に圧入する。
FIG. 2 of the center line CL along the length of the gantry 2.
Horizontal boring machine B is installed on the upper side, and center line C
The lower side of L in FIG. 2 is the work scaffold 2b. The boring direction of the horizontal boring machine B is the center line CL of the gantry 2.
The horizontal boring machine B is parallel to, and pushes the pipe from left to right in FIGS. 1 and 2 to press it into the ground.

【0011】架台2は、その中心線CLを支柱1の中心
線に一致させるとともに、水平ボーリングマシンBのボ
ーリング方向に沿う水平ボーリングマシンB側の側縁2
cを、ボーリング方向に沿う支柱1の昇降案内面F(ガ
イド面1a)の外側(図2で山留杭Ya側)に配して設
けられている。
The pedestal 2 has its center line CL aligned with the center line of the column 1, and the side edge 2 on the horizontal boring machine B side along the boring direction of the horizontal boring machine B.
c is provided outside the elevating guide surface F (guide surface 1a) of the pillar 1 along the boring direction (on the side of the mountain retaining pile Ya in FIG. 2).

【0012】支持部2aの後端には反力受け用ジャッキ
6を備えた反力受け7が設けられ、また架台2の先端に
はジャッキ8が設けられている。反力受け用ジャッキ6
は、水平ボーリングマシンBのボーリング作動時に腹起
しHに当接して反力を受けるものであり、他のジャッキ
8は立坑Tの前壁面を押して架台2を安定させるもので
ある。ジャッキ6,8には、機械式、油圧シリンダ式、
空圧シリンダ式などがあるが、その種類や具体的な構造
は任意である。
A reaction force receiver 7 having a reaction force receiving jack 6 is provided at the rear end of the support portion 2a, and a jack 8 is provided at the tip of the gantry 2. Reaction force receiving jack 6
Is for agitating the horizontal boring machine B during boring operation and abutting against H to receive a reaction force, and another jack 8 pushes the front wall surface of the shaft T to stabilize the gantry 2. The jacks 6 and 8 are mechanical type, hydraulic cylinder type,
There are pneumatic cylinder type, etc., but the type and specific structure are arbitrary.

【0013】符号10は電動式の低速型ウインチ(昇降
手段)である。ウインチ10は、架台2を支柱1に沿っ
て昇降させるもので、坑底に設けられており、そのワイ
ヤ10aは、プーリ11,12,13,14に巻き掛け
られている。プーリ13は支柱1の上端に、またプーリ
14は支持部2aの上面にそれぞれ2個宛並べて設けら
れており(図1では重なっている。)、滑車装置を構成
している。なお、プーリ12,13とジャッキ8等は図
2で省略されている。また、ウインチは架台2上に設置
することも可能である。
Reference numeral 10 is an electric low speed winch (elevating means). The winch 10 is for raising and lowering the gantry 2 along the column 1, and is provided at the bottom of the mine, and its wire 10a is wound around the pulleys 11, 12, 13, and 14. Two pulleys 13 are provided side by side on the upper end of the column 1, and two pulleys 14 are provided side by side on the upper surface of the support portion 2a (they overlap in FIG. 1) to form a pulley device. The pulleys 12 and 13 and the jack 8 are omitted in FIG. The winch can also be installed on the gantry 2.

【0014】架台2やウインチ10には、ワイヤ10a
切断時の落下防止装置や過負荷防止装置等が周知のよう
に設けられ、また支柱1には、架台2が上限に上昇する
と信号を出力してウインチ10を停止させる上限リミッ
トスイッチと、架台2が下限に下降すると信号を出力し
てウインチ10を停止させる下限リミットスイッチが設
けられている。16は筋かいである。
A wire 10a is attached to the gantry 2 and the winch 10.
A drop prevention device and an overload prevention device at the time of disconnection are provided as is well known, and an upper limit switch for outputting a signal to stop the winch 10 when the pedestal 2 rises to the upper limit, and the pedestal 2 Is provided with a lower limit switch that outputs a signal to stop the winch 10 when is lowered to the lower limit. 16 is a brave.

【0015】上記の構成とされた水平ボーリングマシン
の昇降装置は、架台2をウインチ10で下又は上に動か
して望む位置に停止させ、ジャッキ6を腹起しHに当接
させるとともに、ジャッキ8で架台2を安定させて水平
ボーリングマシンBを作動させ、鋼管を地中に水平に圧
入する。鋼管の圧入が終了したら、ジャッキ6,8を緩
るめ、架台2を再び下或いは上に動かして次の位置につ
け、上記同様に鋼管を地中に圧入する。上記作動の繰返
しによって地中に側部壁体Ka(図5,図6)が構築さ
れる。
In the elevating and lowering device of the horizontal boring machine configured as described above, the gantry 2 is moved down or up by the winch 10 to stop at a desired position, and the jack 6 is agitated and brought into contact with H, and the jack 8 is used. Then, the pedestal 2 is stabilized and the horizontal boring machine B is operated to press the steel pipe horizontally into the ground. When the press-fitting of the steel pipe is completed, the jacks 6 and 8 are loosened, the gantry 2 is moved downward or upward again to the next position, and the steel pipe is press-fitted into the ground in the same manner as above. The side wall Ka (FIGS. 5 and 6) is built in the ground by repeating the above operation.

【0016】この水平ボーリングマシンの昇降装置にお
いては、架台2の水平ボーリングマシンB側の側縁2c
が支柱1の昇降案内面Fの外側に配されているので、支
柱1に邪魔されることなく水平ボーリングマシンBを山
留杭Yaに接近させてその山留杭Yaの並び面(厳密に
は、並び面の延長面)のすぐ近くに側部壁体Kaを構築
することができる。また従来の昇降装置と違って、支柱
1にタワークレーンのマスト等を使用することができる
ので、わざわざ専用の支柱を製作する必要がなく経済的
であり、コストを低減することができる。更に、架台2
は支柱1に片持的に支持されているので、汎用性に優
れ、水平ボーリングマシンB以外の他の機械や荷物の上
げ下ろしにも自由に転用することができる。
In this vertical boring machine lifting device, a side edge 2c of the gantry 2 on the horizontal boring machine B side is provided.
Are arranged outside the up-and-down guide surface F of the pillar 1, so that the horizontal boring machine B can be brought close to the Yamadome pile Ya without being disturbed by the pillar 1, and the arrangement surface of the Yamadome pile Ya (strictly speaking, , The side wall Ka can be constructed in the immediate vicinity of the extended surface of the lined surface). Further, unlike the conventional lifting device, since a mast of a tower crane or the like can be used for the support column 1, it is not necessary to manufacture a dedicated support column, which is economical and cost can be reduced. Furthermore, the pedestal 2
Since it is supported cantilevered by the column 1, it has excellent versatility, and can be freely diverted to other machines other than the horizontal boring machine B or to lift and lower loads.

【0017】図3と図4は本発明の他の実施例を示す。
なお、図1及び図2と同一の部材等には同一の符号を付
してその詳しい説明は省略する。
3 and 4 show another embodiment of the present invention.
The same members as those in FIGS. 1 and 2 are designated by the same reference numerals, and detailed description thereof will be omitted.

【0018】この実施例の昇降装置の筒状支持部22a
は、架台22の後端の隅部に設けられ、また、ジャッキ
6を備えた反力受け7は水平ボーリングマシンBの真う
しろに設けられている。
The cylindrical support 22a of the lifting device of this embodiment
Is provided at a corner of the rear end of the gantry 22, and the reaction force receiver 7 provided with the jack 6 is provided at the back of the horizontal boring machine B.

【0019】この昇降装置においても、架台22の水平
ボーリングマシンB側の側縁22cは、支柱1の昇降案
内面Fの外側にある。したがって、図1及び図2の昇降
装置と同一の効果がある。
Also in this lifting device, the side edge 22c of the pedestal 22 on the horizontal boring machine B side is outside the lifting guide surface F of the column 1. Therefore, it has the same effect as the lifting device of FIGS.

【0020】上記二つの実施例において架台2,22
は、いずれも1本の支柱1に片持的に支持されている
が、架台2,22の水平ボーリングマシンB側の側縁2
c,22cが支柱1の昇降案内面Fよりも外側に配置さ
れるならば、2本以上の支柱1で支持することもでき
る。この場合は、架台2,22が支柱1に片持的に支持
されるとは限らない。
In the above two embodiments, the pedestals 2 and 22
Are both supported cantilevered by one column 1, but side edges 2 of the pedestals 2 and 22 on the horizontal boring machine B side.
If c and 22c are arranged outside the elevating guide surface F of the column 1, it is possible to support them with two or more columns 1. In this case, the pedestals 2 and 22 are not always supported by the support 1 in a cantilever manner.

【0021】[0021]

【発明の効果】以上説明したように、本発明に係る水平
ボーリングマシンの昇降装置は、水平ボーリングマシン
を載せる架台が、立坑等に鉛直に立設された支柱に昇降
自在に支持され、上記架台には、該架台を支柱に沿って
昇降させる昇降手段が付設された水平ボーリングマシン
の昇降装置において、上記架台は、水平ボーリングマシ
ンのボーリング方向に沿う一方の側縁を、上記支柱の上
記ボーリング方向に沿う昇降案内面の外側に配して設け
られた構成とされているので、水平ボーリングマシンを
支柱に邪魔されずに、例えば、立坑の山留杭に接近させ
てその山留杭の並び面のすぐ近くに側部壁体を構築する
ことができる。したがって、山留杭が敷地境界に打たれ
ているような場合、その敷地境界に近接したトンネルの
掘削が容易になる。
As described above, in the elevating / lowering device for the horizontal boring machine according to the present invention, the pedestal on which the horizontal boring machine is placed is movably supported by the columns vertically installed on the vertical shaft or the like. In a lifting device for a horizontal boring machine, which is provided with lifting means for lifting and lowering the gantry along a column, the gantry has one side edge along the boring direction of the horizontal boring machine, the boring direction of the column. Since the horizontal boring machine is not disturbed by the support pillars, for example, the horizontal boring machine is brought close to the mountain retaining pile of the vertical shaft, and the arrangement surface of the mountain retaining pile is arranged. Side walls can be built very close to. Therefore, when the mountain retaining pile is struck on the site boundary, it becomes easy to excavate the tunnel close to the site boundary.

【0022】また、支柱にはタワークレーンのマスト等
を活用でき、専用の支柱をわざわざ製作する必要がない
ので経済的であり、側部壁体の構築コストを低減するこ
とができる。
Further, since the mast of a tower crane can be used for the columns, and it is not necessary to purposely manufacture a dedicated column, it is economical and the construction cost of the side wall can be reduced.

【0023】支柱に篏合された筒状支持部の上部と下部
に設けられた案内部材を支柱のガイド面に案内して架台
を昇降自在に設けると、架台を円滑に昇降させることが
できる。
When the guide members provided on the upper and lower portions of the cylindrical support portion that is fitted to the support pillar are guided to the guide surfaces of the support pillar so that the mount base can be raised and lowered, the mount base can be smoothly moved up and down.

【0024】また、架台を、1本の支柱に片持的に支持
した構成とすると、汎用性が向上し、水平ボーリングマ
シン以外の他の機械や荷物の上げ下ろしにも転用して稼
働率を高めることができる。
Further, if the gantry is constructed so as to be supported cantileveredly by one column, the versatility is improved, and it is diverted to other machines other than the horizontal boring machine and loads and loads to improve the operation rate. be able to.

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

【図1】 本発明に係る水平ボーリングマシンの昇降装
置の一実施例を示す側面図である。
FIG. 1 is a side view showing an embodiment of a lifting device for a horizontal boring machine according to the present invention.

【図2】 図1の昇降装置の平面図である。2 is a plan view of the lifting device of FIG. 1. FIG.

【図3】 本発明に係る水平ボーリングマシンの昇降装
置の他の実施例を示す平面図である。
FIG. 3 is a plan view showing another embodiment of the lifting device for the horizontal boring machine according to the present invention.

【図4】 図3の昇降装置の正面図である。4 is a front view of the lifting device of FIG.

【図5】 従来の水平ボーリングマシンの昇降装置の後
面図である。
FIG. 5 is a rear view of a lifting device for a conventional horizontal boring machine.

【図6】 図5の昇降装置の側面図である。6 is a side view of the lifting device of FIG.

【符号の説明】[Explanation of symbols]

1 支柱 1a ガイド面 2,22 架台 2a,22a 筒状支持部 2c,22c 側縁 3 案内部材 10 ウインチ(昇降手段) 10a ワイヤ 11,12,13,14 プーリ B 水平ボーリングマシン F 昇降案内面 H 腹起し T 立坑 Ya,Yb 山留杭 1 Support 1a Guide surface 2,22 Frame 2a, 22a Cylindrical support 2c, 22c Side edge 3 Guide member 10 Winch (lifting means) 10a Wire 11, 12, 13, 14 Pulley B Horizontal boring machine F Lifting guide surface H Belly Raising T Shaft Ya, Yb Yamadome pile

───────────────────────────────────────────────────── フロントページの続き (72)発明者 齋藤 正 東京都墨田区緑4丁目4番3号 吉永機械 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Tadashi Saito 4-4-3 Midori, Sumida-ku, Tokyo Yoshinaga Machinery Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水平ボーリングマシンを載せる架台が、
立坑等に鉛直に立設された支柱に昇降自在に支持され、
上記架台には、該架台を支柱に沿って昇降させる昇降手
段が付設された水平ボーリングマシンの昇降装置におい
て、上記架台は、水平ボーリングマシンのボーリング方
向に沿う一方の側縁を、上記支柱の上記ボーリング方向
に沿う昇降案内面の外側に配して設けられたことを特徴
とする水平ボーリングマシンの昇降装置。
1. A mount for mounting a horizontal boring machine,
It is supported up and down by a column vertically installed on a vertical shaft,
In the elevating / lowering device of the horizontal boring machine, in which the pedestal is provided with an elevating means for elevating / lowering the pedestal along a column, the gantry has one side edge along the boring direction of the horizontal boring machine, and An elevating device for a horizontal boring machine, which is provided outside the elevating guide surface along the boring direction.
【請求項2】 架台は、支柱に篏合された筒状支持部の
上部と下部に設けられた案内部材を支柱のガイド面に案
内されて昇降自在に設けられたことを特徴とする請求項
1記載の水平ボーリングマシンの昇降装置。
2. The gantry is characterized in that the guide members provided on the upper and lower portions of a cylindrical support portion that is fitted to the support column are guided by the guide surface of the support column so as to be able to move up and down. Lifting device for the horizontal boring machine described in 1.
【請求項3】 架台は、1本の支柱に片持的に支持され
たことを特徴とする請求項1又は2記載の水平ボーリン
グマシンの昇降装置。
3. The elevating device for a horizontal boring machine according to claim 1, wherein the gantry is cantilevered by one column.
JP8978796A 1996-04-11 1996-04-11 Elevating device for horizontal boring machine Withdrawn JPH09279979A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8978796A JPH09279979A (en) 1996-04-11 1996-04-11 Elevating device for horizontal boring machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8978796A JPH09279979A (en) 1996-04-11 1996-04-11 Elevating device for horizontal boring machine

Publications (1)

Publication Number Publication Date
JPH09279979A true JPH09279979A (en) 1997-10-28

Family

ID=13980403

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8978796A Withdrawn JPH09279979A (en) 1996-04-11 1996-04-11 Elevating device for horizontal boring machine

Country Status (1)

Country Link
JP (1) JPH09279979A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007262748A (en) * 2006-03-28 2007-10-11 Okumura Corp Construction equipment for pipe roof
JP2007262680A (en) * 2006-03-27 2007-10-11 Okumura Corp Construction method for underground structure
JP2010261267A (en) * 2009-05-11 2010-11-18 Shimizu Corp Element launching stand

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007262680A (en) * 2006-03-27 2007-10-11 Okumura Corp Construction method for underground structure
JP4698459B2 (en) * 2006-03-27 2011-06-08 株式会社奥村組 Construction method for underground structures
JP2007262748A (en) * 2006-03-28 2007-10-11 Okumura Corp Construction equipment for pipe roof
JP2010261267A (en) * 2009-05-11 2010-11-18 Shimizu Corp Element launching stand

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