JPH02292463A - Building device for wall structure - Google Patents

Building device for wall structure

Info

Publication number
JPH02292463A
JPH02292463A JP11215189A JP11215189A JPH02292463A JP H02292463 A JPH02292463 A JP H02292463A JP 11215189 A JP11215189 A JP 11215189A JP 11215189 A JP11215189 A JP 11215189A JP H02292463 A JPH02292463 A JP H02292463A
Authority
JP
Japan
Prior art keywords
wall structure
wall
space
construction
columns
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
Application number
JP11215189A
Other languages
Japanese (ja)
Other versions
JPH089916B2 (en
Inventor
Atsushi Miyazaki
淳 宮崎
Yasuhiro Eguchi
江口 康洋
Hidetake Taniguchi
谷口 英武
Kazushige Kobayashi
小林 一重
Hiromitsu Kato
嘉藤 洋光
Hajime Takahashi
元 高橋
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP1112151A priority Critical patent/JPH089916B2/en
Publication of JPH02292463A publication Critical patent/JPH02292463A/en
Publication of JPH089916B2 publication Critical patent/JPH089916B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To improve productivity of building of a multistory wall structure and to contribute to unmanned building by a method wherein through expansion and contraction of an expandable column built below a temporarily assembled frame, a regular building wall construction space is formed between a wall structure and the frame. CONSTITUTION:A temporarily assembled frame 3 is formed above a wall structure 10 intended to be built, and a plurality of expandable columns 1 are provided therebelow. Through simultaneous expansion of the expandable columns 1, the frame 3 is raised, the expandable columns 1 are functioned as a temporary column, and a work space is formed between the wall structure 10 under construction and the frame 3. Through expansion and contraction of some of the expandable columns 1, a building space for regular building walls... is formed between the frame 3 and the wall structure 10. The regular building walls 6... are built in the formed space, and through repetition of the above works, the regular building walls 6... are built throughout a whole periphery below the temporarily assembled frame 3. Consecutively, the expandable columns 1 are simultaneously expanded, and through repetition of a similar procedure, the regular building walls 6... in upper stages are built in order.

Description

【発明の詳細な説明】 《産業上の利用分野》 この発明は、構築すべき壁構造物の直上となる施工作業
空間において、ロボット等の機械力により本設壁である
壁部材の積上げ構築を繰り返し行うことによって、当該
壁構造物を構築する壁構造物の構築装置に関する。
[Detailed Description of the Invention] <<Industrial Application Field>> This invention is a method for stacking and constructing wall members, which are permanent walls, using mechanical force such as a robot in a construction work space directly above a wall structure to be constructed. The present invention relates to a wall structure construction device that constructs the wall structure by repeating operations.

《従来の技術》 一般に、大型の油タンクなど高層な壁構造物の構築は、
例えば特公昭53−38522号公報に開示されている
ように、作業床等を支持させる支持塔を、構築すべき壁
構造物の中心に設置し、かつその支持塔の上端にクレー
ンを載置して、当該クレーンにより壁部材等を引き上げ
、下層部より上層部へと順次積上げていく、といった方
法などにより行なわれている。
《Prior art》 In general, construction of high-rise wall structures such as large oil tanks requires
For example, as disclosed in Japanese Patent Publication No. 53-38522, a support tower for supporting a work floor, etc. is installed at the center of the wall structure to be constructed, and a crane is placed on the top of the support tower. This is done by using a crane to pull up wall members, etc., and stack them one by one from the lower layer to the upper layer.

《発明が解決しようとする課題》 しかしながら、上記公報に開示されたような技術では、
壁部材等の資材をクレーンにより引き上げつつ構築して
いくものであるため、作業員の熟練と多数の人手を要し
、しかも高所における露天作業となるために天候に左右
されたり、作業時間の制約が大きく、しばしば工事期間
の延長を招くのみならず、作業員の保安に関しても多大
の配慮が必要であった。
<<Problem to be solved by the invention>> However, with the technology disclosed in the above publication,
Construction involves lifting materials such as wall members with a crane, which requires skilled workers and a large number of hands.Furthermore, since the work is done outdoors at a height, it is affected by the weather and has short working hours. The restrictions were large, often resulting in an extension of the construction period, and great consideration had to be given to the safety of workers.

この発明は、上記のような背景に鑑みてなされたもので
あり、高層な壁構造物を機械力により無人にて構築する
際に好ましく適用でき、また生産性を向上できる壁構造
物の構築装置の提洪をその目的とする。
The present invention has been made in view of the above background, and provides a wall structure construction device that can be preferably applied to unmanned construction of high-rise wall structures using mechanical force, and can improve productivity. Its purpose is to spread the word.

《課題を解決するための手段》 本発明は、構築すべき壁構造物の上方に配設されその下
方の壁構造物との間に施工作業空間が形成される仮設の
枠組と、枠組に設けられこれより下方に伸長されて仮設
柱を成し壁構造物との間に施工作業空間を形成すると共
に収縮されて壁構造物との間に本設壁の装着スペースを
形成する伸縮柱群と、枠組に設けられ装着スペースに本
設壁を装着する壁設置手段とを備えたことを特徴とする
<Means for Solving the Problems> The present invention provides a temporary framework that is disposed above a wall structure to be constructed and forms a construction work space between it and the wall structure below, and A group of extensible columns that are extended downward from this to form temporary columns and form a construction work space between them and the wall structure, and are contracted to form a space for mounting the permanent wall between them and the wall structure. The present invention is characterized by comprising a wall installation means provided on the framework and for mounting the main wall in the mounting space.

また、枠組に施工作業空間を覆う仮設覆いを設けても良
い。
Additionally, a temporary cover may be provided on the framework to cover the construction work space.

《作 用》 以上のような装置によれば、仮設の枠組に設けられた複
数の伸縮柱を一斉に伸長させることにより枠組が上昇さ
れ、建造中の壁構造物との間に施工作業空間が形成され
ることとなり、伸縮柱は当該施工作業空間の仮設柱とし
て機能する。その後、それら伸縮柱のいずれかを収縮さ
せることにより、枠組と壁構造物との間に本設壁の装着
スペースが形成される・。
<Operation> According to the above-described device, the framework is raised by simultaneously extending the plurality of telescopic columns installed in the temporary framework, and a construction work space is created between it and the wall structure under construction. The telescopic column will function as a temporary column for the construction work space. Then, by contracting one of these telescopic columns, a space for installing the permanent wall is created between the framework and the wall structure.

そして、その開いたスペースに本設壁を壁設置手段で装
着し、そうした装着作業を伸縮柱の収縮動作に従って反
復して施すことにより、仮設の枠組の下方には本設壁が
壁構築物の全周に渡って装着され、壁構造物の当該高さ
部分を構築することができる。そして、再び伸縮柱を一
斉に伸長させて更に上方へ構築作業を進めてい《ことに
なる。
Then, by attaching the permanent wall to the open space using a wall installation means and repeating the installation process according to the contraction movement of the telescopic column, the permanent wall will be completely located below the temporary framework. It can be fitted around the circumference to build up the height section of the wall structure. Then, the telescopic pillars were extended all at once again, and the construction work proceeded further upwards.

すなわち、伸縮柱の伸縮を縁り返すことにより、施工作
業空間を確保しつつ順次上方へ作業を進行できるので、
施工の自動化を導入することが容易であり、他の自動作
業機器と組合せての構築作業の自動化に好適である。
In other words, by reversing the expansion and contraction of the expansion and contraction columns, the work can proceed upwards in sequence while securing the construction work space.
It is easy to introduce construction automation and is suitable for automating construction work in combination with other automatic work equipment.

また、枠組に設けた仮設覆いにより施工作業空間を外部
から遮蔽できるので、天候に左右されるといった不都合
はなくなり、周辺環境を阻害することなく構築作業を実
施できる。
Furthermore, since the construction work space can be shielded from the outside by a temporary cover provided on the framework, the inconvenience of being affected by the weather is eliminated, and construction work can be carried out without disturbing the surrounding environment.

《実 施 例》 以下、この発明の実施例を添付図面を参照しながら説明
する。
<<Example>> Hereinafter, an example of the present invention will be described with reference to the accompanying drawings.

第1図は、本発明の好適な一実施例を簡略モデルにより
説明する斜視図である。
FIG. 1 is a perspective view illustrating a preferred embodiment of the present invention using a simplified model.

本発明は基本的には、構築すべき壁構造物10の上方に
配設されその下方の壁構造物10との間に施工作業空間
14が形成される仮設の枠組3と、枠組3に設けられこ
れより下方に伸長されて仮設柱を成し壁構造物10との
間に施工作業空間14を形成すると共に収縮されて壁構
造物10との間に本設壁6の装着スペース15を形成す
る伸縮柱群1と、枠組3に設けられ装着スペース15に
本設壁6を装着する壁設置手段9とを備えて構成される
。また、枠組3に施工作業空間14を覆う仮設覆い16
を設けても良い。
The present invention basically consists of a temporary framework 3 that is disposed above a wall structure 10 to be constructed and a construction work space 14 is formed between it and the wall structure 10 below; It is extended downward from this to form a temporary column and forms a construction work space 14 between it and the wall structure 10, and is contracted to form a mounting space 15 for the permanent wall 6 between it and the wall structure 10. The wall installation means 9 is provided in the framework 3 and attaches the main wall 6 to the attachment space 15. In addition, a temporary cover 16 covering the construction work space 14 is attached to the framework 3.
may be provided.

伸縮柱1は、壁構造物10の1階分の高さよりも若干長
いストロークのロッド2を油圧により伸長(抜出)ある
いは短縮(収納)させる油圧シリンダとなっている。そ
して、それら複数(ここでは4本)の伸縮柱1は、所定
形状(ここでは矩形)に組まれた仮設の枠組3に、これ
を支持するように取付けられる。
The telescopic column 1 is a hydraulic cylinder that extends (extracts) or shortens (retracts) a rod 2 with a stroke slightly longer than the height of one floor of the wall structure 10 using hydraulic pressure. The plurality (here, four) of the telescopic columns 1 are attached to a temporary framework 3 constructed in a predetermined shape (here, rectangular) so as to support this.

また、ここでは枠組3の相対する梁3aと3b間に移動
クレーン5が配置され、この移動クレーン5に作業用ロ
ボット4が着脱自在に配備されている。
Further, here, a mobile crane 5 is arranged between opposing beams 3a and 3b of the framework 3, and a working robot 4 is detachably installed on this mobile crane 5.

以上のように構成された本発明では、まず、第1図(A
)に示すように全ての伸縮柱1について、一斉にシリン
ダからロッド2をの全長分だけ伸長させる。これにより
、枠組3と壁構造物10との間に施工作業空間14が形
成されると共に、ロツド2は仮設柱として機能する。次
いで、一部の伸縮柱1において、第1図(B)に示すよ
うにロツド2をシリンダ内へその全長分だけ収納する。
In the present invention configured as described above, first, FIG.
), for all the telescoping columns 1, the rods 2 are simultaneously extended from the cylinders by the entire length of the cylinders. As a result, a construction work space 14 is formed between the framework 3 and the wall structure 10, and the rods 2 function as temporary columns. Next, in some of the telescopic columns 1, the rods 2 are housed in the cylinders by the entire length thereof, as shown in FIG. 1(B).

このとき、枠組3は残り3本のロッド2で支持されるこ
とになるが、実機レベルでは、4本よりもはるかに多数
の伸縮柱1が使用され、多数のロッド2により支持され
るので、少数本のロツド2の支持がなくなっていも支障
はない。
At this time, the framework 3 will be supported by the remaining three rods 2, but at the actual machine level, a far greater number of telescopic columns 1 than four are used and supported by a large number of rods 2, so There is no problem even if a small number of Rods 2 are no longer supported.

ロッド2がシリンダ内に収納された伸縮柱1の直下部分
には、本設壁6の装着スペース15が形成されることと
なり、当該部分に本設壁6を、第1図(B)に示すよう
に壁設置手段たる把持用ロボット9により据付ける。な
お、この据付作業に先立ち、第1図(A)に示す作業用
ロボット4は後述する溶接用ロボットであることから、
移動クレーン5から取外され、上記把持用ロボット9に
取り換えられる。また、本設壁6には、その内側に補強
リブ60が複数設けられている。
A mounting space 15 for the permanent wall 6 is formed directly below the telescopic column 1 where the rod 2 is housed in the cylinder, and the permanent wall 6 is installed in this area as shown in FIG. 1(B). It is installed by a gripping robot 9, which is a wall installation means. In addition, prior to this installation work, since the working robot 4 shown in FIG. 1(A) is a welding robot to be described later,
It is removed from the mobile crane 5 and replaced with the above-mentioned grasping robot 9. Further, the main wall 6 is provided with a plurality of reinforcing ribs 60 on its inner side.

この本設壁6は、第1図(C)に示すように、シリンダ
内に収納したロッド2を若干伸長することによりその上
端が押えられ、溶接等で壁構造物10上に強固に固定さ
れる。
As shown in FIG. 1(C), this permanent wall 6 is held down at its upper end by slightly extending the rod 2 housed in the cylinder, and is firmly fixed onto the wall structure 10 by welding or the like. Ru.

この後、他の伸縮柱1においても順次、そのロッド2を
シリンダ内に全長収納し、それにより形成した装着ス(
ヘ)ース15に本設壁6を上記と同様の操作で据付け、
固定する。
After this, the rods 2 of the other telescoping columns 1 are housed in their entire length in the cylinders, and the mounting slots formed thereby (
Install the main wall 6 on the ground 15 in the same manner as above,
Fix it.

第1図(E)は、以上説明した本設壁6の装着作業が壁
構造物10の全周について終了した時点の状況を示して
いる。なお、本設壁6の溶接作業は、移動クレーン5上
に取り付けた溶接用ロボット4により行なわれる。そし
て、この後、図示は省略するが当該階部分の各種内装作
業を行なう。
FIG. 1(E) shows the situation when the installation work of the permanent wall 6 described above has been completed around the entire circumference of the wall structure 10. The welding work for the main wall 6 is performed by a welding robot 4 mounted on a mobile crane 5. Thereafter, although not shown in the drawings, various interior work is carried out on the floor.

次に、第1図(F)に示すように、伸縮柱1のシリンダ
の全てから一斉にロッド2を伸長させ、直上階部分の施
工に移る。す゜なわち、この施工は、上述した第1図(
A)〜(E)の作業を繰り返すことにより行なわれる。
Next, as shown in FIG. 1(F), the rods 2 are extended from all the cylinders of the telescopic column 1 at the same time, and construction begins on the floor immediately above. In other words, this construction is as shown in Figure 1 (
This is done by repeating operations A) to (E).

そして、その施工の繰り返しにより壁構造物10の構築
を下層から上層へと1階分毎に順次進め、所要階分だけ
繰り返した後、枠組3および伸縮柱1等を解体して撤去
し、最上階部分に必要な各種の作業を行ない、壁構造物
10の構築を完了する。
Then, by repeating the construction, the construction of the wall structure 10 is progressed one floor at a time from the lower layer to the upper layer, and after repeating for the required number of floors, the framework 3 and the telescopic columns 1, etc. are dismantled and removed, and the The construction of the wall structure 10 is completed by performing various works necessary for the floor portion.

第2図は、実機レベルでの本発明の適用を示す概略斜視
図であり、第1図のものと同一な機能部分には同一符号
を付してある。
FIG. 2 is a schematic perspective view showing the application of the present invention on an actual machine level, and the same functional parts as those in FIG. 1 are given the same reference numerals.

同図は、平断面形状がドーナツ状の壁構造物10を無人
にて構築する場合を示しており、内側の空間部分をエレ
ベータシャフト30として使用し、本設壁6やその他各
種部材の搬送のために、略半円形状のエレベータ31を
昇降させる。
This figure shows the case where a wall structure 10 with a donut-shaped planar cross section is constructed unmanned, and the inner space is used as an elevator shaft 30 to transport the main wall 6 and other various components. For this purpose, an elevator 31 having a substantially semicircular shape is raised and lowered.

仮設の枠組3は、この壁構造物10の断面形状と略同形
に組立てられ、枠組3上には図示は省略したがコントロ
ールルームが設置される。
The temporary framework 3 is assembled to have substantially the same cross-sectional shape as the wall structure 10, and a control room (not shown) is installed on the framework 3.

なお、円筒形状の壁構造物10の構築においては、作業
用ロボットなどの制御は、制御の容易な円柱座標系や極
座標系によるものとなるため、高精度での制御を容易に
行なうことができ、建設コストを低減できる。そして、
コントロールルーム内で作業員がコンピュータ等を操作
することにより、溶接用ロボット4および把持用ロボッ
ト9などの各種作業用ロボットが作動制御され、全て自
動的に第1図(A)〜(F)のような作業を行なうもの
である。
In addition, in constructing the cylindrical wall structure 10, the control of the work robot etc. is based on an easily controllable cylindrical coordinate system or polar coordinate system, so it is easy to control with high precision. , construction costs can be reduced. and,
Various work robots such as the welding robot 4 and the gripping robot 9 are controlled automatically by a worker operating a computer or the like in the control room, as shown in Figs. 1 (A) to (F). This type of work is carried out.

すなわち、上記エレベータ31で地上から搬送された本
設璧6は、移動クレーン5上を移動する把持用ロボット
9により、ロッド2がシリンダ内に収納された伸縮柱1
の直下部位に据付けられ、溶接用ロボット4により下層
階の本設壁6の上端に溶接固定される。なお、本設壁6
は、内外に重ねられて二重構造とされる。
That is, the permanent wall 6 transported from the ground by the elevator 31 is moved by the gripping robot 9 moving on the mobile crane 5 to the telescopic column 1 with the rod 2 housed in the cylinder.
The welding robot 4 welds and fixes it to the upper end of the permanent wall 6 on the lower floor. In addition, the permanent wall 6
are layered inside and out to form a double structure.

また、エレベータ31は、床部が360°回転自在に構
成されており、本設壁6の所望する取付位置方向に自在
に回転される。
Further, the elevator 31 has a floor portion that is rotatable through 360°, and is freely rotated in the direction of a desired mounting position of the main wall 6.

上述のようにして本設壁6の固定作業が終了したならば
、当該階部分の各種内装作業を、移動クレーン5上を自
在に移動される作業用ロボットにて行ない、再び全ての
仲縮柱1のシリンダから一斉にロッド2を伸長させ、上
述と同じ操作を繰り返して直上階部分の構築を行なう。
Once the fixing work of the main wall 6 has been completed as described above, various interior work on the floor concerned is carried out by a work robot that can be freely moved on the mobile crane 5, and all the reinforcement columns are fixed again. The rods 2 are extended all at once from the cylinder 1, and the same operation as described above is repeated to construct the floor immediately above.

そして、所要階分の構築が完了した後、枠組3および伸
縮柱1などを撤去して屋根部分の施工を行なう。
After the construction of the required floors is completed, the framework 3, telescopic columns 1, etc. are removed and the roof portion is constructed.

なお、上述の実機レベルでは、構築階における各種の騒
音が周囲に漏れないよう、またコントロールルームのコ
ンピュータからの作業用ロボットおよびその他の機器へ
の電気信号が周囲の電波や電磁波により影響を受けない
よう、さらにはコントロールルームや構築階へ風雨が入
り込まないよう、防音や電磁シールドおよび風雨遮断用
の仮設覆い16が、枠組3に取付けられる。この仮設覆
い16は、仮設の屋根38と囲い39とから構成される
In addition, at the actual machine level mentioned above, measures were taken to ensure that various noises on the construction floor do not leak into the surrounding area, and that electrical signals from the control room computer to the work robots and other equipment are not affected by surrounding radio waves and electromagnetic waves. Furthermore, a temporary cover 16 for soundproofing, electromagnetic shielding, and wind and rain shielding is attached to the framework 3 to prevent wind and rain from entering the control room and construction floor. This temporary cover 16 is composed of a temporary roof 38 and an enclosure 39.

このように、仮設覆い16を設けて防音機能や電磁シー
ルド機能を持たせれば、構築の作業環境を良好に維持で
き、コンピュータや作業用ロボットの暴走を防止できる
。また、仮設の屋根38を壁構造物10の屋根部材で構
成すれば、これをそのまま壁構造物10の屋根部として
使用できる。
In this way, by providing the temporary cover 16 to provide a soundproofing function and an electromagnetic shielding function, it is possible to maintain a favorable construction work environment and prevent computers and working robots from running out of control. Moreover, if the temporary roof 38 is constructed from the roof member of the wall structure 10, this can be used as the roof part of the wall structure 10 as it is.

《発明の効果》 以上詳述した本発明によれば、次のような効果を奏する
ことができる。
<<Effects of the Invention>> According to the present invention described in detail above, the following effects can be achieved.

(1)伸縮柱を伸縮操作して施工作業空間を確保しつつ
順次上方へ作業を進行していくので、制御の自動化を導
入することが容易であり、他の自動作業機器と組合せて
の構築作業の自動化に好適である。
(1) Since the work progresses upward in sequence while securing the construction work space by expanding and contracting the telescopic columns, it is easy to introduce control automation, and construction can be performed in combination with other automatic work equipment. Suitable for work automation.

(2)仮設覆いで覆うことができ、これにより、雨,風
等の天候に左右されずに構築作業を実施できる。
(2) It can be covered with a temporary cover, which allows construction work to be carried out without being affected by weather conditions such as rain and wind.

(3)作業の無人化と覆いによる天候の影響がなくなる
結果、昼夜の別なく24時間のフル操業が可能となり、
工期を飛躍的に短縮でき、生産性を向上できる・。
(3) As a result of unmanned work and the elimination of the influence of weather due to cover, full 24-hour operation is possible, regardless of day or night.
It can dramatically shorten the construction period and improve productivity.

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

第1図は本発明を簡略モデルにより説明する斜視図、第
2図は実機レベルでの本発明の適用を示す概略斜視図で
ある。 1・・・・・・伸縮柱      3・・・・・・枠 
組6・・・・・・本設壁
FIG. 1 is a perspective view illustrating the present invention using a simplified model, and FIG. 2 is a schematic perspective view showing the application of the present invention to an actual machine level. 1... Telescopic column 3... Frame
Group 6...Permanent wall

Claims (2)

【特許請求の範囲】[Claims] (1)構築すべき壁構造物の上方に配設されその下方の
該壁構造物との間に施工作業空間が形成される仮設の枠
組と、該枠組に設けられこれより下方に伸長されて仮設
柱を成し上記壁構造物との間に施工作業空間を形成する
と共に収縮されて上記壁構造物との間に本設壁の装着ス
ペースを形成する伸縮柱群と、上記枠組に設けられ上記
装着スペースに上記本設壁を装着する壁設置手段とを備
えたことを特徴とする壁構造物の構築装置。
(1) A temporary framework that is placed above the wall structure to be constructed and forms a construction work space between it and the wall structure below; A group of extensible columns that form temporary columns and form a construction work space between them and the wall structure, and that are contracted to form a mounting space for the permanent wall between them and the wall structure; A device for constructing a wall structure, comprising: wall installation means for installing the permanent wall in the installation space.
(2)前記枠組が、上記施工作業空間を覆う仮設覆いを
有する請求項1記載の壁構造物の構築装置。
(2) The wall structure construction apparatus according to claim 1, wherein the framework has a temporary cover that covers the construction work space.
JP1112151A 1989-05-02 1989-05-02 Wall structure building equipment Expired - Fee Related JPH089916B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1112151A JPH089916B2 (en) 1989-05-02 1989-05-02 Wall structure building equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1112151A JPH089916B2 (en) 1989-05-02 1989-05-02 Wall structure building equipment

Publications (2)

Publication Number Publication Date
JPH02292463A true JPH02292463A (en) 1990-12-03
JPH089916B2 JPH089916B2 (en) 1996-01-31

Family

ID=14579511

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1112151A Expired - Fee Related JPH089916B2 (en) 1989-05-02 1989-05-02 Wall structure building equipment

Country Status (1)

Country Link
JP (1) JPH089916B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095470A (en) * 2006-10-16 2008-04-24 Nittetsu Corrosion Prevention Co Ltd Extensible post and workbench using the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5517750U (en) * 1978-07-20 1980-02-04
JPS5835551U (en) * 1981-09-01 1983-03-08 株式会社石村工業 Chimney demolition equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5517750U (en) * 1978-07-20 1980-02-04
JPS5835551U (en) * 1981-09-01 1983-03-08 株式会社石村工業 Chimney demolition equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095470A (en) * 2006-10-16 2008-04-24 Nittetsu Corrosion Prevention Co Ltd Extensible post and workbench using the same

Also Published As

Publication number Publication date
JPH089916B2 (en) 1996-01-31

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