JPH0769577A - Installation method of steel beam members by crane - Google Patents
Installation method of steel beam members by craneInfo
- Publication number
- JPH0769577A JPH0769577A JP22147293A JP22147293A JPH0769577A JP H0769577 A JPH0769577 A JP H0769577A JP 22147293 A JP22147293 A JP 22147293A JP 22147293 A JP22147293 A JP 22147293A JP H0769577 A JPH0769577 A JP H0769577A
- Authority
- JP
- Japan
- Prior art keywords
- steel beam
- beam member
- crane
- suspension
- suspending
- 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.)
- Pending
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
(57)【要約】
【目的】 鉄骨梁部材をクレーンで揚重,搬送する場合
に、この鉄骨梁部材の水平方向の占有領域を積極的に減
少して搬送作業を簡単かつ安全に行うと共に、鉄骨梁部
材の据付けを精度良く、かつ迅速に行う。
【構成】 第1吊部材16のチェーンブロック24を伸
ばして第1,第2吊部材16,18を略等長にした状態
で鉄骨梁部材14を水平状態にして揚重する。鉄骨梁部
材14を所定高さ揚重した後、チェーンブロック24の
モータ24aを駆動してチェーン24cを縮め、鉄骨梁
部材14を略垂直状態に設定する。鉄骨梁部材14を垂
直状態で目的位置まで搬送した後、チェーンブロック2
4を再度駆動してチェーン24cを伸ばして鉄骨梁部材
14を略水平状態にし、鉄骨梁部材14の端部を相手側
に接続して据付ける。
(57) [Abstract] [Purpose] When hoisting and transporting a steel beam member with a crane, the horizontal occupation area of the steel beam member is positively reduced to facilitate the transport work easily and safely. Accurately and quickly install steel beam members. [Structure] With the chain block 24 of the first suspension member 16 extended and the first and second suspension members 16 and 18 having substantially equal lengths, the steel beam member 14 is placed in a horizontal state and lifted. After hoisting the steel beam member 14 to a predetermined height, the motor 24a of the chain block 24 is driven to shrink the chain 24c and set the steel beam member 14 in a substantially vertical state. After the steel beam member 14 is conveyed vertically to the target position, the chain block 2
4 is driven again to extend the chain 24c to bring the steel beam member 14 into a substantially horizontal state, and the end portion of the steel beam member 14 is connected to the mating side for installation.
Description
【0001】[0001]
【産業上の利用分野】本発明は、クレーンによって鉄骨
梁部材を揚重して所定位置まで搬送し、この搬送した鉄
骨梁部材を所定位置に据付ける際の据付方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for hoisting a steel beam member by a crane and transporting it to a predetermined position, and installing the transported steel beam member at a predetermined position.
【0002】[0002]
【従来の技術】従来、鉄骨鉄筋コンクリート造のビルデ
ィング等にあっては、その構築途中において資材のスト
ックヤードにストックした鉄骨材を順次クレーンで吊持
して搬送し、ビルディングの骨組みを構築するようにな
っている。この場合、梁部材を搬送して据付ける際に、
通常はこの梁部材の両端部をロープを介してクレーンに
揚重するようになっており、梁部材は水平状態で搬送さ
れる。尚、搬送物を水平状態で揚重する方法としては、
例えば特開昭63−176291号公報に開示されるも
のがある。2. Description of the Related Art Conventionally, in a steel reinforced concrete building or the like, during construction, the steel aggregate stocked in a stockyard of materials is sequentially hung by a crane to be conveyed to construct a building framework. Has become. In this case, when transporting and installing the beam member,
Usually, both ends of this beam member are hoisted to a crane via ropes, and the beam member is transported in a horizontal state. In addition, as a method of hoisting the transported object in a horizontal state,
For example, there is one disclosed in JP-A-63-176291.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、かかる
従来のクレーンによる鉄骨梁部材の据付方法にあって
は、梁部材が水平方向に揚重されて搬送されるので、こ
の梁部材を搬送するために水平方向の占有領域が著しく
大きくなり、場合によって隣接建物の領域上部に梁部材
が侵入して危険を及ぼしてしまう恐れがあるという課題
があった。However, in such a conventional method of installing a steel beam member by a crane, since the beam member is hoisted and conveyed in the horizontal direction, it is necessary to convey the beam member. There is a problem that the occupied area in the horizontal direction becomes extremely large, and in some cases, the beam member may enter the upper part of the area of the adjacent building and pose a danger.
【0004】尚、建築資材として平板状のPC版をクレ
ーンで搬送する際に、このPC版を吊り下げる4本の玉
掛けロープのうちの2本に取り付けたダンパーにより、
PC版を水平状態から垂直状態に姿勢制御する反転装置
が実開平4−24582号公報に開示されるが、これは
PC版が壁パネルであるための必然的措置に過ぎないも
のであり、水平方向の占有領域を減少するという積極的
な技術とは異なる。Incidentally, when a flat plate-shaped PC plate is transported as a building material by a crane, a damper attached to two of the four sling ropes for suspending the PC plate is used.
A reversing device for controlling the attitude of the PC plate from a horizontal state to a vertical state is disclosed in Japanese Utility Model Laid-Open No. 4-24582, but this is merely an inevitable measure for the PC plate to be a wall panel. It differs from the aggressive technique of reducing the occupancy area in a direction.
【0005】そこで、本発明はかかる従来の課題に鑑み
て、鉄骨梁部材をクレーンで揚重,搬送する場合に、こ
の鉄骨梁部材の水平方向の占有領域を積極的に減少して
搬送作業を簡単かつ安全に行うと共に、鉄骨梁部材の据
付けを精度良く、かつ迅速に行うことができるクレーン
による鉄骨梁部材の据付方法を提供することを目的とす
る。In view of the conventional problems, the present invention positively reduces the horizontal occupation area of the steel beam member when the steel beam member is hoisted and transported by a crane, thereby carrying out the transportation work. An object of the present invention is to provide a method of installing a steel beam member by a crane, which can be simply and safely performed and can be installed accurately and quickly.
【0006】[0006]
【課題を解決するための手段】かかる目的を達成するた
めに本発明にかかるクレーンによる鉄骨梁部材の据付方
法は、伸縮可能手段を備えた第1吊部材と、所定長さに
形成された第2吊部材とを備え、これら第1,第2吊部
材の一端部をクレーンのフックブロックに吊持すると共
に、第1吊部材を第2吊部材と略等長にしてそれぞれの
他端部を鉄骨梁部材の重心を挟んで離隔した2箇所に係
止して、この鉄骨梁部材を略水平に吊り上げた後、前記
伸縮可能手段を縮めて第1吊部材を短縮することにより
鉄骨梁部材を略垂直状態にし、この垂直状態で搬送した
後、その搬送先でこの伸縮可能手段を伸ばして第1吊部
材を伸長して鉄骨梁部材を略水平状態にし、この水平状
態で鉄骨梁部材を所定位置に据え付ける方法とする。In order to achieve the above object, a method of installing a steel frame beam member by a crane according to the present invention comprises a first suspension member having an extendable and retractable means and a first suspension member having a predetermined length. 2 hanging members are provided, and one end of each of the first and second hanging members is hung on a hook block of a crane, and the other length of the first hanging member is made substantially equal to that of the second hanging member. The steel beam member is locked at two locations separated by the center of gravity of the steel beam member, and the steel beam member is lifted up substantially horizontally, and then the expandable means is shortened to shorten the first hanging member, thereby removing the steel beam member. After being brought into a substantially vertical state and conveyed in this vertical state, the telescopic member is extended at the destination to extend the first suspension member to bring the steel beam member into a substantially horizontal state, and in this horizontal state, the steel beam member is predetermined. It will be installed in a position.
【0007】また、かかる据付方法にあって前記第1吊
部材および前記第2吊部材に不捻転ワイヤーロープを用
いることが望ましい。Further, in such an installation method, it is desirable to use a non-twisted wire rope for the first suspending member and the second suspending member.
【0008】[0008]
【作用】以上の構成により本発明のクレーンによる鉄骨
梁部材の据付方法にあっては、まず、鉄骨梁部材をクレ
ーンのフックブロックに吊り下げる際に、この鉄骨梁部
材を略水平に吊り上げた後、伸縮可能手段を伸ばすこと
で略垂直状態にして搬送するようにしたので、この搬送
時に鉄骨梁部材が占有する水平方向の領域を著しく減少
することができる。このため、鉄骨梁部材の搬送作業を
スムーズに行い、かつ、安全に行うことができる。そし
て、前記鉄骨梁部材を搬送先で据付ける際に、伸縮可能
手段を伸ばしてこの鉄骨梁部材を略水平方向にして行う
のであるが、この据付け時に伸縮可能手段を作動するこ
とにより、鉄骨梁部材の傾斜量を微妙に変化させてその
取付け位置を微調整することができる。In the method of installing the steel beam member by the crane of the present invention having the above-described structure, first, when the steel beam member is suspended on the hook block of the crane, the steel beam member is lifted substantially horizontally. Since the extendable / contractible means is extended so as to be transported in a substantially vertical state, the horizontal area occupied by the steel beam member during this transportation can be significantly reduced. Therefore, the work of transporting the steel beam member can be carried out smoothly and safely. Then, when the steel beam member is installed at the destination, the expandable means is extended to make the steel beam member substantially horizontal. By operating the expandable means at the time of installation, the steel beam member is operated. The mounting position can be finely adjusted by subtly changing the amount of inclination of the member.
【0009】また、前記第1吊部材および前記第2吊部
材に不捻転ワイヤーロープを用いることにより、鉄骨梁
部材を揚重する際にワイヤーのよりによる回転を防止し
て、搬送作業をより正確かつ安全に行うことができる。Further, by using the non-twisted wire rope for the first suspending member and the second suspending member, it is possible to prevent the wire from rotating due to the twisting of the wire when the steel beam member is hoisted, so that the carrying work is more accurate. And it can be done safely.
【0010】[0010]
【実施例】以下、本発明の実施例を添付図面を参照して
詳細に説明する。図1から図4は本発明のクレーンによ
る鉄骨梁部材の据付方法の一実施例を示し、図1は鉄骨
梁部材の吊込み状態および据付け状態を示す正面図、図
2は鉄骨梁部材の搬送状態を示す正面図、図3,図4は
ワイヤーの捻り状態をそれぞれ示す説明図である。即
ち、本実施例のクレーンによる鉄骨梁部材の据付方法
は、図1,図2に示したように、まず、鉄骨梁部材10
の両端部、つまり、この鉄骨梁部材10の重心(中心)
を挟んで離隔した2点A,Bに第1,第2シャックル1
2,14を取付け、これらシャックル12,14に掛止
した第1,第2吊部材16,18を介して図外のクレー
ンのフックブロック20に吊り下げるようになってい
る。Embodiments of the present invention will now be described in detail with reference to the accompanying drawings. 1 to 4 show an embodiment of a method for installing a steel beam member by a crane according to the present invention, FIG. 1 is a front view showing a suspended state and an installed state of the steel beam member, and FIG. 2 is a transportation of the steel beam member. FIG. 3 is a front view showing a state, and FIGS. 3 and 4 are explanatory views showing a twisted state of the wire. That is, as shown in FIGS. 1 and 2, the method of installing the steel beam member using the crane according to the present embodiment is as follows.
Of both ends, that is, the center of gravity of the steel beam member 10 (center)
First and second shackle 1 at two points A and B separated by
2, 14 are attached, and they are hung from a hook block 20 of a crane (not shown) through the first and second suspension members 16 and 18 hooked on these shackles 12 and 14.
【0011】前記第1吊部材16は、上端部を構成する
第1玉掛けワイヤー22の下端部に伸縮可能部材として
のチェーンブロック24を設けることにより構成される
と共に、前記第2吊部材18はその全長が所定長さに形
成された1本の第2玉掛けワイヤー26で構成される。
前記第1,第2玉掛けワイヤー22,26は、図3に示
すSよりと図4に示すZよりのロープを束ねて構成され
た不捻転ロープが用いられる。尚、図3,図4中に太字
で示すSおよびZは、ロープのより方向を示す。The first suspension member 16 is constructed by providing a chain block 24 as an expandable member at the lower end portion of a first sling wire 22 constituting the upper end portion thereof, and the second suspension member 18 thereof is It is composed of a single second sling wire 26 having a predetermined length.
As the first and second sling wires 22, 26, an untwisted rope configured by bundling ropes from S shown in FIG. 3 and Z shown in FIG. 4 is used. It should be noted that S and Z shown in bold in FIGS. 3 and 4 indicate the twist direction of the rope.
【0012】前記チェーンブロック24はモータ24a
駆動される電動式として構成され、このモータ24aを
遠隔操作することにより巻取り機構24bにチェーン2
4bが巻取りおよび繰出しされる。そして、前記玉掛け
ワイヤー22の上端部に形成した玉掛け部分22aを前
記フックブロック20に掛止すると共に、前記チェーン
24bの下端部に設けたフック24dを前記第1シャッ
クル12に掛止するようになっている。一方、前記第2
玉掛けワイヤー26は上端部に形成した玉掛け部分26
aを前記フックブロック20に掛止すると共に、下端部
に形成した玉掛け部分26bを前記第2シャックル14
に掛止するようになっている。The chain block 24 is a motor 24a.
It is configured as an electric type that is driven, and by remotely operating the motor 24a, the winding mechanism 24b is connected to the chain 2
4b is wound and unwound. The slinging portion 22a formed on the upper end portion of the slinging wire 22 is hooked on the hook block 20, and the hook 24d provided on the lower end portion of the chain 24b is hooked on the first shackle 12. ing. On the other hand, the second
The sling wire 26 is a sling portion 26 formed at the upper end.
a is hooked on the hook block 20, and a sling portion 26b formed at the lower end is attached to the second shackle 14
It is designed to hang on.
【0013】前記鉄骨梁部材10はストックヤードにス
トックされた状態からクレーンに吊持されて揚重,搬送
されるが、この鉄骨梁部材10をクレーンに吊込む際に
は、まず、クレーンのフックブロック20に第1,第2
吊部材16,18の玉掛け部分22a,26aを掛止す
ると共に、第1吊部材16のチェーンブロック24を伸
ばして第1,第2吊部材16,18を略等長にしてお
き、それぞれの下端部に設けたフック24dおよび玉掛
け部分26bを鉄骨梁部材14のシャックル12,14
に掛止する。この状態では図1に示したように前記第
1,第2吊部材16,18は二等辺三角形の2辺を形成
して鉄骨梁部材14は水平状態になって揚重される。The steel beam member 10 is hoisted and conveyed by being hung from a crane while being stocked in a stockyard. When the steel beam member 10 is suspended in a crane, first, the crane hook is used. First and second in block 20
The sling members 22a and 26a of the hanging members 16 and 18 are hooked, and the chain block 24 of the first hanging member 16 is extended to keep the first and second hanging members 16 and 18 to have substantially equal lengths, and the lower ends thereof The hook 24d and the sling portion 26b provided on the portion of the shackle 12, 14 of the steel beam member 14.
Hang on. In this state, as shown in FIG. 1, the first and second suspension members 16 and 18 form two sides of an isosceles triangle, and the steel beam member 14 is in a horizontal state and is lifted.
【0014】そして、前記鉄骨梁部材14を所定高さ揚
重した後、図2に示したように前記チェーンブロック2
4のモータ24aを駆動してチェーン24cを縮め、第
1吊部材16に鉄骨梁部材14の略全荷重を受け持たせ
るようにする。この状態で前記鉄骨梁部材14は略垂直
状態に設定され、この垂直状態で揚重,搬送される。こ
のようにして前記鉄骨梁部材14が垂直状態で目的位置
まで搬送された後、前記チェーンブロック24を再度駆
動してチェーン24cを伸ばし、図1に示したように第
1,第2吊部材16,18を略等長として鉄骨梁部材1
4を略水平状態にする。そして、この水平状態で鉄骨梁
部材14の端部を相手側に接続して据付ける。After the steel beam member 14 is lifted to a predetermined height, the chain block 2 as shown in FIG.
The motor 24a of No. 4 is driven to shrink the chain 24c so that the first suspension member 16 can bear almost the entire load of the steel beam member 14. In this state, the steel beam member 14 is set in a substantially vertical state, and is lifted and transported in this vertical state. After the steel beam member 14 is conveyed vertically to the target position in this way, the chain block 24 is driven again to extend the chain 24c, and the first and second suspension members 16 are moved as shown in FIG. , 18 with substantially equal length, steel beam member 1
Put 4 in a substantially horizontal position. Then, in this horizontal state, the end of the steel beam member 14 is connected to the opposite side and installed.
【0015】従って、本実施例のクレーンによる鉄骨梁
部材の据付方法にあっては、鉄骨梁部材10を略水平に
吊り上げた後、チェーンブロック24のチェーン24c
を伸ばすことで略垂直状態にして搬送するようにしたの
で、この搬送時に鉄骨梁部材10が占有する水平方向の
領域を著しく減少することができる。このため、少ない
スペースで鉄骨梁部材10を揚重,搬送することがで
き、この搬送作業をスムーズかつ安全に行うことができ
る。Therefore, in the method of installing the steel beam member using the crane of this embodiment, the steel beam member 10 is lifted up substantially horizontally and then the chain 24c of the chain block 24 is moved.
Since the sheet is extended so that the sheet is conveyed in a substantially vertical state, the horizontal area occupied by the steel beam member 10 can be significantly reduced during the conveyance. Therefore, the steel beam member 10 can be lifted and transported in a small space, and this transportation work can be performed smoothly and safely.
【0016】また、前記鉄骨梁部材10を搬送先で据付
ける際に、チェーンブロック24を駆動してチェーン2
4cの長さを変化させることにより、鉄骨梁部材14の
傾斜量を微妙に変化させてその取付け位置を微調整する
ことができる。従って、前記鉄骨梁部材10の据付け作
業をより迅速かつ正確に行うことができると共に、据付
けのための省力化を図ることができる。When the steel beam member 10 is installed at the destination, the chain block 24 is driven to drive the chain 2
By changing the length of 4c, the amount of inclination of the steel beam member 14 can be subtly changed and the mounting position thereof can be finely adjusted. Therefore, the installation work of the steel beam member 10 can be performed more quickly and accurately, and labor saving for installation can be achieved.
【0017】ところで、前記第1吊部材16および第2
吊部材16,18を構成する第1ワイヤー22および第
2ワイヤー26に不捻転ワイヤーロープを用いたので、
これら第1,第2ワイヤー22,26自体の捩れ発生を
防止でき、鉄骨梁部材10を揚重する際にワイヤーのよ
りによる回転を防止して搬送作業をより正確かつ安全に
行うことができる。By the way, the first suspension member 16 and the second suspension member 16
Since the non-twisted wire rope is used for the first wire 22 and the second wire 26 that form the hanging members 16 and 18,
It is possible to prevent twisting of the first and second wires 22 and 26 themselves, prevent rotation of the wires due to twisting of the steel beam member 10 when hoisting the steel beam member 10, and perform the carrying operation more accurately and safely.
【0018】尚、本実施例では伸縮可能手段としてチェ
ーンブロック24を用いたものを開示したが、これに限
ることなく鉄骨梁部材10の荷重に耐えて第1吊部材1
6を伸縮できる装置であればよい。Although the chain block 24 is used as the expandable / contractible means in this embodiment, the invention is not limited to this, and the first suspension member 1 can withstand the load of the steel beam member 10.
Any device capable of expanding and contracting 6 may be used.
【0019】[0019]
【発明の効果】以上説明したように、本発明の請求項1
に示すクレーンによる鉄骨梁部材の据付方法にあって
は、伸縮可能手段を備えた第1吊部材と、所定長さに形
成された第2吊部材とを介して、鉄骨梁部材の重心を挟
んで離隔した2箇所をクレーンのフックブロックに吊り
下げるようになっており、まず、第1,第2吊部材を等
長にして鉄骨梁部材を略水平に吊り上げた後、伸縮可能
手段を伸ばすことで略垂直状態にして搬送するようにし
たので、この搬送時に鉄骨梁部材が占有する水平方向の
領域を著しく減少することができる。このため、鉄骨梁
部材の搬送作業をスムーズに行い、かつ、安全に行うこ
とができる。そして、前記鉄骨梁部材を搬送先で据付け
る際に、伸縮可能手段を伸ばしてこの鉄骨梁部材を略水
平方向にして行うのであるが、この据付け時に伸縮可能
手段を作動することにより、鉄骨梁部材の傾斜量を微妙
に変化させてその取付け位置を微調整することができ
る。As described above, according to the first aspect of the present invention.
In the method of installing a steel beam member using a crane shown in FIG. 1, the center of gravity of the steel beam member is sandwiched by a first suspending member provided with a retractable means and a second suspending member formed to have a predetermined length. It is designed to hang two places separated from each other on the hook block of the crane. First, the first and second suspension members are made to have the same length, and the steel beam members are suspended substantially horizontally, and then the extendable means is extended. Since it is conveyed in a substantially vertical state, the area in the horizontal direction occupied by the steel beam member during this conveyance can be significantly reduced. Therefore, the work of transporting the steel beam member can be carried out smoothly and safely. Then, when the steel beam member is installed at the destination, the expandable means is extended to make the steel beam member substantially horizontal. By operating the expandable means at the time of installation, the steel beam member is operated. The mounting position can be finely adjusted by subtly changing the amount of inclination of the member.
【0020】また、本発明の請求項2にあっては、前記
第1吊部材および前記第2吊部材に不捻転ワイヤーロー
プを用いたので、鉄骨梁部材を揚重する際にワイヤーの
よりによる回転を防止して、搬送作業をより正確かつ安
全に行うことができるという各種優れた効果を奏する。Further, according to claim 2 of the present invention, since the non-twisted wire rope is used for the first suspending member and the second suspending member, when the steel beam member is lifted, the twisted wire is used. It has various excellent effects that the rotation can be prevented and the carrying operation can be performed more accurately and safely.
【図1】本発明にかかる鉄骨梁部材の吊込み状態および
据付け状態を示す正面図である。FIG. 1 is a front view showing a suspended state and an installed state of a steel frame beam member according to the present invention.
【図2】本発明にかかる鉄骨梁部材の搬送状態を示す正
面図である。FIG. 2 is a front view showing a transportation state of the steel beam member according to the present invention.
【図3】本発明の一実施例に用いられるワイヤーのSよ
りされたロープを示す説明図である。FIG. 3 is an explanatory diagram showing a rope formed by S of a wire used in one embodiment of the present invention.
【図4】本発明の一実施例に用いられるワイヤーのZよ
りされたロープを示す説明図である。FIG. 4 is an explanatory diagram showing a rope formed by twisting a wire used in one embodiment of the present invention.
【符号の説明】 10 鉄骨梁部材 12 第1シャ
ックル 14 第2シャックル 16 第1吊部
材 18 第2吊部材 20 フックブ
ロック 22 第1玉掛けワイヤー 24 チェーンブロック(伸縮可能手段) 26 第2玉掛けワイヤー[Explanation of Codes] 10 Steel Beam Member 12 First Shackle 14 Second Shackle 16 First Hanging Member 18 Second Hanging Member 20 Hook Block 22 First Sliding Wire 24 Chain Block (Expandable Means) 26 Second Sliding Wire
Claims (2)
定長さに形成された第2吊部材とを備え、これら第1,
第2吊部材の一端部をクレーンのフックブロックに吊持
すると共に、第1吊部材を第2吊部材と略等長にしてそ
れぞれの他端部を鉄骨梁部材の重心を挟んで離隔した2
箇所に係止して、この鉄骨梁部材を略水平に吊り上げた
後、前記伸縮可能手段を縮めて第1吊部材を短縮するこ
とにより鉄骨梁部材を略垂直状態にし、この垂直状態で
搬送した後、その搬送先でこの伸縮可能手段を伸ばして
第1吊部材を伸長して鉄骨梁部材を略水平状態にし、こ
の水平状態で鉄骨梁部材を所定位置に据え付けることを
特徴とするクレーンによる鉄骨梁部材の据付方法。1. A first suspension member having an expandable / contractible means, and a second suspension member formed to have a predetermined length.
While suspending one end of the second suspending member on the hook block of the crane, the first suspending member is made to have substantially the same length as the second suspending member, and the other end thereof is separated by sandwiching the center of gravity of the steel beam member.
After locking the steel beam member in a substantially horizontal position and suspending the steel beam member substantially horizontally, the expandable means is contracted to shorten the first suspension member to bring the steel beam member into a substantially vertical state, and the steel beam member is conveyed in this vertical state. After that, at the destination of transportation, the expandable means is extended to extend the first suspension member to bring the steel beam member into a substantially horizontal state, and in this horizontal state, the steel beam member is installed at a predetermined position. Beam member installation method.
不捻転ワイヤーロープを用いたことを特徴とする請求項
1に記載のクレーンによる鉄骨梁部材の据付方法。2. The method for installing a steel beam member by a crane according to claim 1, wherein a non-twisted wire rope is used for the first suspension member and the second suspension member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22147293A JPH0769577A (en) | 1993-09-06 | 1993-09-06 | Installation method of steel beam members by crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22147293A JPH0769577A (en) | 1993-09-06 | 1993-09-06 | Installation method of steel beam members by crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0769577A true JPH0769577A (en) | 1995-03-14 |
Family
ID=16767257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22147293A Pending JPH0769577A (en) | 1993-09-06 | 1993-09-06 | Installation method of steel beam members by crane |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0769577A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107161857A (en) * | 2017-07-24 | 2017-09-15 | 中国十九冶集团有限公司 | Lifting system and method suitable for erecting flat thin-walled members |
| JP2018118814A (en) * | 2017-01-24 | 2018-08-02 | 株式会社キトー | Suspension turning device |
| CN113955621A (en) * | 2021-11-10 | 2022-01-21 | 中国电建集团核电工程有限公司 | Hoisting tool for prefabricated laminated slab and operation method thereof |
-
1993
- 1993-09-06 JP JP22147293A patent/JPH0769577A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018118814A (en) * | 2017-01-24 | 2018-08-02 | 株式会社キトー | Suspension turning device |
| CN107161857A (en) * | 2017-07-24 | 2017-09-15 | 中国十九冶集团有限公司 | Lifting system and method suitable for erecting flat thin-walled members |
| CN113955621A (en) * | 2021-11-10 | 2022-01-21 | 中国电建集团核电工程有限公司 | Hoisting tool for prefabricated laminated slab and operation method thereof |
| CN113955621B (en) * | 2021-11-10 | 2024-04-26 | 中国电建集团核电工程有限公司 | Hoisting tool for prefabricated laminated slab and operation method thereof |
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