JP2909413B2 - Suspension device for building exterior walls - Google Patents

Suspension device for building exterior walls

Info

Publication number
JP2909413B2
JP2909413B2 JP7199743A JP19974395A JP2909413B2 JP 2909413 B2 JP2909413 B2 JP 2909413B2 JP 7199743 A JP7199743 A JP 7199743A JP 19974395 A JP19974395 A JP 19974395A JP 2909413 B2 JP2909413 B2 JP 2909413B2
Authority
JP
Japan
Prior art keywords
beams
building
rail
fixed
hoist
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 - Lifetime
Application number
JP7199743A
Other languages
Japanese (ja)
Other versions
JPH0940371A (en
Inventor
博秀 柄井
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.)
Santoku Corp
Original Assignee
Santoku 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 Santoku Corp filed Critical Santoku Corp
Priority to JP7199743A priority Critical patent/JP2909413B2/en
Publication of JPH0940371A publication Critical patent/JPH0940371A/en
Application granted granted Critical
Publication of JP2909413B2 publication Critical patent/JP2909413B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

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】この発明は、建物外壁材を建
物に取付けるための吊込み装置に関する。
[Field of the Invention The present invention relates to Tsukomi only equipment for mounting the building outer wall material in the building.

【0002】[0002]

【従来の技術】近年、ビルの高層化とともに、その外壁
材としてカーテンウォールが採用されることが増えてき
ている。
2. Description of the Related Art In recent years, a curtain wall has been increasingly used as an outer wall material with an increase in the height of a building.

【0003】建物に対するカーテンウォールの建て込み
は、地上に設置されたカーテンウォールを垂直に吊上げ
所定の階床に臨ませ、作業員がこれを建物側に引込んで
建物の外面に取付け、このような作業を上方階床に向け
て順次繰り返すことにより、建物の外壁を仕上げるもの
である。
In order to install a curtain wall in a building, a curtain wall installed on the ground is vertically lifted so as to face a predetermined floor, and an operator pulls the curtain wall into the building side and attaches it to the outer surface of the building. The outer wall of the building is completed by repeating the work sequentially toward the upper floor.

【0004】従来、カーテンウォールを吊込むには、建
物の構築に用いているタワークレーンを併用することに
より行なわれている。
Conventionally, a curtain wall is suspended by using a tower crane used for building a building.

【0005】[0005]

【発明が解決しようとする課題】ところで、タワークレ
ーンを用いてカーテンウォールを吊込む方法は、タワー
クレーンを使用する他の工程の影響を受けることにな
り、また、その逆もあり、その結果、全体工期の遅延を
引き起こす可能性がある。
By the way, the method of hanging a curtain wall using a tower crane is affected by other processes using the tower crane, and vice versa. It may cause delay of the whole construction period.

【0006】また、タワークレーンの増設、あるいは設
置期間を延長すると、かなりの金額を要する工事とな
り、タワークレーンは運転士と作業者が無線でやりとり
しながらの作業となるので、どうしても作業に不安が残
る。
[0006] In addition, if a tower crane is added or its installation period is extended, a considerable amount of work will be required, and the tower crane will be operated while the operator and the operator communicate wirelessly. Remains.

【0007】更に、タワークレーンの使用は、巻上、巻
下、旋回の速度が速すぎ、取付けのための微調整ができ
ないため、カーテンウォール同志の衝突、接続部の破損
が起り、結果として、一枚一枚の位置決めに非常に手間
取り、作業がなかなかはかどらない。
In addition, the use of a tower crane causes the speed of hoisting, lowering, and turning to be too fast to perform fine adjustment for mounting, so that collisions between curtain walls and breakage of a connecting portion occur, and as a result, It takes a lot of time to position each piece, and the work is difficult.

【0008】更にまた、タワークレーンは、本来鉄骨等
の重量物を吊り揚げるものであり、フックは重量的に重
く、カーテンウォールの取付時に風等でフックに揺れが
生じると手で止められなくなり、極めて危険であるとい
う問題がある。
Further, the tower crane originally lifts heavy objects such as steel frames, and the hooks are heavy in weight. If the hooks shake due to wind or the like when the curtain wall is attached, the tower cranes cannot be stopped by hand. There is a problem that it is extremely dangerous.

【0009】そこで、この発明の課題は、タワークレー
ンを用いることなく外壁材の吊込みが行なえ、外壁材の
取付けが、安全に能率よく低コストで行なえる建物外壁
材の吊込み装置を提供することにある。
[0009] Accordingly, an object of the present invention is carried out is narrowing hanging of the outer wall material without the use of a tower crane, the mounting of the outer wall material, safely Tsukomi only equipment of the performed building outer wall material in the high efficiency low cost To provide.

【0010】[0010]

【課題を解決するための手段】上記のような課題を解決
するため、請求項1の発明は、建物躯体の柱の両側に、
先端側が外方へ水平に突出するよう二本のビームの後端
側を位置させ、両ビームの柱を挟む室内側と室外側の位
置をボルトで結合して両ビームで柱を両側から挟圧し、
前記柱の両側面にビームの下面を支持するアングル材を
固定すると共に、両ビームの後端部間に柱の室内面側に
当接するアングル材を固定し、前記両ビームの先端側下
部に建物躯体の外周に配置されるレールを固定し、この
レールに外装材を吊上げるホイストを移動自在に装着し
た構成を採用したものである
Means for Solving the Problems In order to solve the above-mentioned problems, the invention of claim 1 is provided on both sides of a pillar of a building frame.
The rear ends of the two beams so that the leading end projects horizontally outward
Side and the indoor and outdoor positions sandwiching the pillars of both beams.
The bolts are connected to each other and the beams are pressed from both sides with both beams.
Angle material that supports the lower surface of the beam on both sides of the pillar
At the same time as fixing, between the rear ends of both beams
Fix the angle material that comes in contact, and
The rails arranged around the building frame are fixed to the
A hoist that lifts the exterior material is movably mounted on the rail.
It adopts the configuration described above .

【0011】[0011]

【0012】ここで、建物へのビームの固定は、建物の
柱を使用し、この柱から建物の外方に向けて突出するよ
うに固定すると共に、レールはこのビームの下面に取付
けて建物の周囲を囲むよう配置し、該レールに懸垂状と
なるよう装着したホイストで、外壁材の巻上、巻下及び
レールに沿う移送を行なう。
Here, the beam is fixed to the building by using a pillar of the building, and is fixed so as to protrude from the pillar toward the outside of the building, and a rail is attached to the lower surface of the beam to fix the beam of the building. A hoist arranged so as to surround the periphery and attached to the rail so as to be suspended is used to carry up and down the outer wall material and to transfer the outer wall material along the rail.

【0013】[0013]

【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0014】図1は高層ビルにおける鉄骨の建物躯体1
を示し、柱2とこれを結合する梁3及びスラブ等によっ
て構成され、外壁材としてカーテンウォールが採用され
る。
FIG. 1 shows a steel frame 1 of a high-rise building.
And a pillar 2 and a beam 3 and a slab connecting the pillar 2 to each other, and a curtain wall is adopted as an outer wall material.

【0015】上記建物躯体1に対するカーテンウォール
の吊込みと取付けを行なうための吊込み装置4は、建物
躯体1の上部外周に装着され、図1乃至図5に示すよう
に、建物躯体1の周囲に位置する各柱2に、外方に向け
て突出するビーム5を固定し、このビーム5群の下面側
に、建物躯体1の外周を囲む水平のレール6を環状に取
付け、該レール6にホイスト7をこのレール6に沿って
移動自在に装着した構造になっている。なお、高層ビル
の場合、吊込み装置4は、建物躯体1の工事進行と共
に、その取付位置を上方に移動させる。
A hanging device 4 for hanging and attaching the curtain wall to the building frame 1 is mounted on the outer periphery of the upper portion of the building frame 1, and as shown in FIGS. A beam 5 projecting outward is fixed to each of the pillars 2 located at a position, and a horizontal rail 6 surrounding the outer periphery of the building frame 1 is attached to the lower surface of the group of beams 5 in a ring shape. A hoist 7 is mounted movably along the rail 6. In the case of a high-rise building, the hanging device 4 moves the mounting position upward as the construction of the building frame 1 progresses.

【0016】図3乃至図5は、レール6の直線部分にお
ける柱2への取付構造を示し、チャンネル材を用いた二
本のビーム5、5の後端側を柱2の両側に位置させ、両
ビーム5、5を柱2を挾む室内側と室外側の位置におい
て複数本のボルト8で結合し、柱2を両側から挾圧する
ことにより、ビーム5、5の先端側を外方へ水平に突出
させている。
FIGS. 3 to 5 show a mounting structure of the straight portion of the rail 6 to the column 2, wherein the rear ends of two beams 5, 5 using a channel material are positioned on both sides of the column 2. The two beams 5, 5 are connected by a plurality of bolts 8 at the indoor side and the outdoor side sandwiching the column 2, and the columns 2 are clamped from both sides, so that the distal ends of the beams 5, 5 are horizontally moved outward. To protrude.

【0017】両ビーム5、5の荷重支持強度を向上させ
るため、柱2の両側面には、ビーム5、5の下面を支持
するアングル材9が溶接され、また、両ビーム5、5の
後端部上面間には、柱2の室内面側に当接するアングル
材10が固定されている。
In order to improve the load-bearing strength of the beams 5, 5, angle members 9 supporting the lower surfaces of the beams 5, 5 are welded to both side surfaces of the column 2. An angle member 10 abutting on the indoor surface side of the column 2 is fixed between the end upper surfaces.

【0018】レール6は、I型鋼を用い、前記ビーム
5、5の先端部下面にボルト11で上部フランジ6aが
固定され、ホイスト7は、図4と図5に示すように、下
部フランジ6bに懸垂状に取付けられ、モータ12の駆
動によってレール6に沿う走行が自在であると共に、ワ
イヤロープを介してフック13を巻上、巻下するように
なっており、ホイスト7の上記各制御は作業者が手元の
リモコンで操作するので、常に目視しながら安全な作業
ができる。
The rail 6 is made of I-shaped steel, and the upper flange 6a is fixed to the lower surface of the tip of the beams 5, 5 with bolts 11, and the hoist 7 is attached to the lower flange 6b as shown in FIGS. The hoist 7 is mounted in a suspended manner, is capable of running along the rail 6 by driving of the motor 12, and is configured to wind up and down the hook 13 via a wire rope. Since the operator operates the remote control at hand, safe work can be performed while always watching.

【0019】また、ホイスト7は、1t未満程度の容量
であるため、フック13は軽量なものとなり、揺れが生
じても十分に手で止められる。なお、ビーム5の取付け
は柱2にボルト孔を設ける必要がないので、柱2の強度
を低下させることがない。
Further, since the hoist 7 has a capacity of less than about 1 t, the hook 13 is light in weight and can be sufficiently stopped by hand even if shaking occurs. Since it is not necessary to provide a bolt hole in the column 2 for mounting the beam 5, the strength of the column 2 is not reduced.

【0020】図6は、建物躯体1のコーナにおけるレー
ル6の弧状部分の取付構造を示し、柱2を挾んで該柱2
に固定する一対のビーム5、5と5a、5aを上下に位
置させた状態で直角二方向に突出するよう配置し、下位
に位置するビーム5、5の先端にレール6がボルト11
で直接固定されている。
FIG. 6 shows the mounting structure of the arc-shaped portion of the rail 6 at the corner of the building frame 1, and the column 2
A pair of beams 5, 5 and 5 a, 5 a, 5 a, which are fixed vertically, are arranged so as to protrude in two directions perpendicular to each other, and a rail 6 is attached to a tip of the lower beams 5, 5 by bolts 11.
Directly fixed at.

【0021】なお、ビーム5、5と5a、5aの柱2に
対する固定は、図3で示した構造と同様であり、図3と
同一符号を付して説明に代える。
The fixing of the beams 5, 5 and 5a, 5a to the column 2 is the same as the structure shown in FIG. 3, and the same reference numerals as those in FIG.

【0022】上位ビーム5a、5aの先端とレール6と
の間には、下位ビーム5、5の高さ分だけ間隔を生じる
ことになる。
An interval is generated between the tip of the upper beams 5a, 5a and the rail 6 by the height of the lower beams 5, 5.

【0023】このため、上位ビーム5a、5a間の先端
にアングル材14を架設固定し、このアングル材14の
両端に吊ボルト15の上端を固定すると共に、吊ボルト
15の下端に固定した吊下金具16でレール6の上部フ
ランジ6aを吊持している。
For this purpose, an angle member 14 is erected and fixed at the end between the upper beams 5a, 5a, and the upper end of the suspension bolt 15 is fixed to both ends of the angle member 14, and the suspension member fixed to the lower end of the suspension bolt 15 is fixed. The upper flange 6 a of the rail 6 is suspended by the metal fitting 16.

【0024】この吊下金具16は、金属板の下部にレー
ル6の上部フランジ6aが嵌合する切欠17を設けて形
成され、上部フランジ6aに対してレール6の端部から
予め挿入することにより取付けておく。
The hanging bracket 16 is formed by providing a notch 17 at the lower part of the metal plate to which the upper flange 6a of the rail 6 is fitted, and is inserted into the upper flange 6a from the end of the rail 6 in advance. Install it.

【0025】図8はレール取付構造をユニット化した例
を示し、上下のH型材31、32を縦部材33で結合
し、上部H型材31にビーム5を突設固定すると共に、
H型材31、32は、受部材34、35とで柱2を挟ん
だ状態で、ボルト36により結合することにより柱2に
固定するようになっている。
FIG. 8 shows an example in which the rail mounting structure is unitized. The upper and lower H-shaped members 31 and 32 are connected by a vertical member 33, and the beam 5 is projected and fixed to the upper H-shaped member 31.
The H-shaped members 31 and 32 are fixed to the column 2 by connecting them with bolts 36 with the column 2 sandwiched between the receiving members 34 and 35.

【0026】このように取付構造をユニット化すれば、
躯体工事の進行と共に、レール6を上方に移動させる作
業が容易となる。
By unitizing the mounting structure in this way,
The work of moving the rail 6 upward with the progress of the frame work becomes easier.

【0027】この発明の吊込み装置は上記のような構成
であり、建物躯体1の構築と共に該躯体1の外面に対す
るカーテンウォールAの取付けを行なうために、建物躯
体1の上部外周に、該躯体1の周囲を囲むレール6を取
付ける。
The hanging device according to the present invention is constructed as described above. In order to construct the building frame 1 and to attach the curtain wall A to the outer surface of the frame 1, the hanging device is mounted on the outer periphery of the upper portion of the building frame 1. The rail 6 surrounding the periphery of 1 is attached.

【0028】上記レール6の取付けは、柱2にビーム
5、5aを外方に突出するよう固定し、ビーム5、5a
の先端下部にレール6を固定すればよく、レール6は所
定長さの直線状のものと躯体1のコーナ部分に位置させ
る円弧状のものを用い、これをジョイントで連結するこ
とにより、建物躯体1の周囲を囲む環状にすると共に、
レール6には、必要な台数のホイスト7を取付ける。
To mount the rail 6, the beams 5, 5a are fixed to the column 2 so as to protrude outward, and the beams 5, 5a
The rail 6 may be fixed to the lower end of the tip of the building. The rail 6 may be a linear one having a predetermined length and an arc-shaped one positioned at a corner portion of the skeleton 1 and connected by a joint to form a building skeleton. Along with the ring surrounding the circumference of 1,
The required number of hoists 7 are mounted on the rail 6.

【0029】図7は、ホイスト7によるカーテンウォー
ルAの吊込みと取付けの状態を示し、ホイスト7のフッ
ク13で吊具21を介してカーテンウォールAを垂直に
吊込み、ホイスト7のレール6に沿う移動とによって該
カーテンウォールAを建込み位置に臨ませ、作業員がこ
のカーテンウォールAを引込んで建物躯体1に取付けれ
ばよい。
FIG. 7 shows a state in which the curtain wall A is suspended and attached by the hoist 7. The curtain wall A is suspended vertically by the hooks 13 of the hoist 7 via the suspenders 21, and is attached to the rail 6 of the hoist 7. The curtain wall A is brought to the building position by the movement along, and the worker may retract the curtain wall A and attach it to the building frame 1.

【0030】レール6は、建物躯体1の周囲を囲むよう
に環状に設けられ、ホイスト7はこのレール6に沿って
移動自在となるので、建物躯体1の外面の必要とする位
置にカーテンウォールAを建込むことができ、ホイスト
7は、巻上、巻下及び移動を減速付二重速とすることに
より、微妙な位置決めを簡単に行なうことができる。
The rail 6 is provided in an annular shape so as to surround the periphery of the building frame 1, and the hoist 7 is movable along the rail 6, so that the curtain wall A is located at a required position on the outer surface of the building frame 1. The hoist 7 can be easily positioned finely by setting the hoist 7 to the hoisting, hoisting, and moving at double speed with reduction.

【0031】また、吊込み装置は、カーテンウォールの
取付専用として使用でき、これによりタワークレーンは
鉄骨組立等の工程に専任できると共に、レール6の取付
が完了するとタワークレーンを解体できるので全体工期
の短縮も可能である。
The hanging device can be used exclusively for mounting the curtain wall, so that the tower crane can be used exclusively for processes such as steel frame assembly, and when the mounting of the rails 6 is completed, the tower crane can be disassembled. Shortening is also possible.

【0032】[0032]

【発明の効果】以上のように、この発明によると、建物
躯体の柱の両側に二本のビームの後端側を位置させ、両
ビームをボルトで結合すると共に、柱の両面にビーム
の下面を支持するアングル材を固定し、両ビームの後端
部間に柱の室内面側に当接するアングル材を固定したの
で、先端部にレールが固定されるビームの荷重支持強
度が向上する。また、建物躯体の周囲を囲むように設け
レールに沿って移動自在となるホイストで外壁材を吊
込めるので、タワークレーンは鉄骨組立等の工程に専任
でき、全体工期の短縮と、経費の節減が可能になり、し
かもホイストは外壁材の取付け専用として使用でき、外
壁材取付けの工期短縮が実現できる。
As is evident from the foregoing description, according to the invention, on both sides of the pillars of the building structures to position the rear end of the two beams, the coupling both beams with bolts, the beam on both sides surfaces of the pillar the angle member for supporting the lower surface were fixed in, since the fixing of the angle member that abuts on the interior surface of the pillar between the rear ends of the beams, the load bearing strength of the two beam rail is fixed to the distal portion
The degree improves. It is also provided to surround the building frame.
The external wall material can be hung by a hoist that can move freely along the rail, so that the tower crane can be dedicated to processes such as steel frame assembly, shortening the overall construction period and reducing costs, and furthermore, the hoist can be used for the external wall material. It can be used exclusively for mounting, and shortens the work period for mounting outer wall materials.

【0033】また、ホイストは小型で使用するフックが
軽量になり、外壁材の吊下げ時に、風による揺れが生じ
ても十分に手で止めることができ、作業の安全性を向上
させることができる。
Further, the hoist is small in size and the weight of the hook used is light, and when the outer wall material is hung, it can be sufficiently stopped by hand even if swaying due to the wind occurs, and the safety of work can be improved. .

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

【図1】建物躯体に吊込み装置を取付けた正面図FIG. 1 is a front view in which a hanging device is attached to a building frame.

【図2】同上の要部を示す拡大平面図FIG. 2 is an enlarged plan view showing a main part of the above.

【図3】レールの直線部分の柱に対する取付構造を示す
斜視図
FIG. 3 is a perspective view showing a mounting structure of a straight portion of a rail to a pillar.

【図4】同上の正面図FIG. 4 is a front view of the above.

【図5】同上の縦断側面図FIG. 5 is a longitudinal sectional side view of the above.

【図6】建物躯体のコーナ部分におけるレール取付構造
の斜視図
FIG. 6 is a perspective view of a rail mounting structure at a corner portion of a building frame.

【図7】カーテンウォールの吊込み状態を示す正面図FIG. 7 is a front view showing a hung state of the curtain wall.

【図8】レール取付構造の他の例を示す側面図FIG. 8 is a side view showing another example of the rail mounting structure.

【符号の説明】[Explanation of symbols]

1 建物躯体 2 柱 4 吊込み装置 5 ビーム 6 レール 7 ホイスト DESCRIPTION OF SYMBOLS 1 Building frame 2 Column 4 Hanging device 5 Beam 6 Rail 7 Hoist

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物躯体の柱の両側に、先端側が外方へ
水平に突出するよう二本のビームの後端側を位置させ、
両ビームの柱を挟む室内側と室外側の位置をボルトで結
合して両ビームで柱を両側から挟圧し、前記柱の両側面
にビームの下面を支持するアングル材を固定すると共
に、両ビームの後端部間に柱の室内面側に当接するアン
グル材を固定し、前記両ビームの先端側下部に建物躯体
の外周に配置されるレールを固定し、このレールに外装
材を吊上げるホイストを移動自在に装着した建物外壁材
の吊込み装置
1. The front end is outward on both sides of the pillar of the building frame.
Position the rear ends of the two beams so that they project horizontally,
Bolts connect the interior and exterior positions that sandwich the beams
Combine the columns with both beams and press the columns from both sides.
When the angle material that supports the lower surface of the beam is fixed to
Between the rear ends of both beams,
The glue is fixed, and the building frame is
Fix the rails that are placed on the outer circumference of the
Building exterior wall material with movably mounted hoists for lifting materials
Hanging equipment .
JP7199743A 1995-08-04 1995-08-04 Suspension device for building exterior walls Expired - Lifetime JP2909413B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7199743A JP2909413B2 (en) 1995-08-04 1995-08-04 Suspension device for building exterior walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7199743A JP2909413B2 (en) 1995-08-04 1995-08-04 Suspension device for building exterior walls

Publications (2)

Publication Number Publication Date
JPH0940371A JPH0940371A (en) 1997-02-10
JP2909413B2 true JP2909413B2 (en) 1999-06-23

Family

ID=16412900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7199743A Expired - Lifetime JP2909413B2 (en) 1995-08-04 1995-08-04 Suspension device for building exterior walls

Country Status (1)

Country Link
JP (1) JP2909413B2 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002180669A (en) * 2000-12-12 2002-06-26 Oriental Metal Kk Sequentially feeding device and installation construction method for outer wall material
AU2008261157C1 (en) * 2007-12-20 2013-01-17 Csr Building Products Limited Method and apparatus for movement of objects between spaced-apart locations
CN103072901A (en) * 2012-11-28 2013-05-01 深圳市致道景观有限公司 Slope lifting appliance
CN105421794A (en) * 2015-12-25 2016-03-23 北京博大经开建设有限公司 Curtain wall hoisting equipment
JP6922130B2 (en) * 2016-08-15 2021-08-18 株式会社トッププランニングJapan Construction method of steel materials on the outer wall of a building
CN106241618A (en) * 2016-09-20 2016-12-21 中建八局第四建设有限公司 A kind of curtain wall profiles boom hoisting
CN108545628B (en) * 2018-06-28 2019-06-25 江河创建集团股份有限公司 A kind of mobile hanging device of Super High and its hanging method
CN111219060B (en) * 2020-01-16 2021-04-27 江西赣粤高速公路工程有限责任公司 Scaffold for improving construction efficiency of open side ditch and construction method
CN112537721B (en) * 2020-11-10 2021-07-27 中建深圳装饰有限公司 Glass curtain wall is with cyclic annular double track lifting device
CN114057101A (en) * 2021-12-01 2022-02-18 中国十七冶集团有限公司 Horizontal transportation device and horizontal transportation method for curtain wall unit elements

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0772074B2 (en) * 1990-10-19 1995-08-02 秀雄 福田 Self-propelled carrier
JPH05306092A (en) * 1992-04-28 1993-11-19 Shimizu Corp Horizontal transport method for material, etc.

Also Published As

Publication number Publication date
JPH0940371A (en) 1997-02-10

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