JP2582020B2 - Installation method of safety rope in steel frame construction - Google Patents

Installation method of safety rope in steel frame construction

Info

Publication number
JP2582020B2
JP2582020B2 JP4309531A JP30953192A JP2582020B2 JP 2582020 B2 JP2582020 B2 JP 2582020B2 JP 4309531 A JP4309531 A JP 4309531A JP 30953192 A JP30953192 A JP 30953192A JP 2582020 B2 JP2582020 B2 JP 2582020B2
Authority
JP
Japan
Prior art keywords
safety rope
steel
column
steel frame
frame construction
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
JP4309531A
Other languages
Japanese (ja)
Other versions
JPH06136966A (en
Inventor
浩 勝間田
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP4309531A priority Critical patent/JP2582020B2/en
Publication of JPH06136966A publication Critical patent/JPH06136966A/en
Application granted granted Critical
Publication of JP2582020B2 publication Critical patent/JP2582020B2/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)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、純鉄骨造高層建築物の
鉄骨建方における安全ロープの設置方法に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of installing a safety rope in a steel-frame construction of a pure steel-framed high-rise building.

【0002】[0002]

【従来の技術】通常、鉄骨造高層建築物では、図5に示
すように階の中間で鉄骨柱1を継ぎ足すことになり、建
込んだ鉄骨柱1の最上部は鉄骨柱1が床上約1.2 m程度
のところまで立ち上がっている。
2. Description of the Related Art Generally, in a steel-framed high-rise building, as shown in FIG. 5, a steel column 1 is added in the middle of the floor, and the top of the built-in steel column 1 is approximately above the floor. It stands up to about 1.2m.

【0003】従って、最上部に親綱と称せられる安全ロ
ープ2を掛け渡すにもこの鉄骨柱1の立ち上がり部分を
利用でき、例えば、図6に示すように鉄骨フランジにフ
ック3を溶接するなどしてこれに安全ロープ2を結合す
る。図中4は鉄骨梁である。
[0003] Accordingly, the rising portion of the steel column 1 can be used to hang a safety rope 2 called a parent rope on the uppermost portion. For example, the hook 3 is welded to a steel flange as shown in FIG. The safety rope 2 is connected to this. 4 is a steel beam in the figure.

【0004】[0004]

【発明が解決しようとする課題】鉄骨柱として鉄骨箱形
柱を使用して、梁上端位置で現場溶接継手とする場合、
各節の柱最上部は梁上端となるので、安全ロープを繋ぎ
止める部材は皆無であり、従来のように鉄骨柱の立ち上
がり部分を利用して安全ロープを繋ぎ止めることが出き
ない。従って、このような場合の安全ロープの設置方法
としては確立されたものがなかった。
In the case where a steel box column is used as a steel column and an on-site weld joint is formed at the upper end of the beam,
Since the top of each pillar is the upper end of the beam, there is no member for securing the safety rope, and it is impossible to secure the safety rope using the rising portion of the steel column as in the related art. Therefore, there was no established method of installing a safety rope in such a case.

【0005】本発明の目的は前記従来例の不都合を解消
し、各節の柱最上部が梁上端となる場合でも、簡単かつ
確実に安全ロープを設置することができ、また、設置す
る支柱はこれを撤去することなく上部階の鉄骨柱を継ぎ
足すことができるので面倒のない鉄骨建方における安全
ロープの設置方法を提供することにある。
[0005] An object of the present invention is to solve the above-mentioned disadvantages of the prior art, and to easily and surely install a safety rope even when the top of each pillar is the upper end of the beam. An object of the present invention is to provide a method of installing a safety rope in a steel-frame construction, which can be added to a steel column on an upper floor without removing the same, without trouble.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、鉄骨柱の現場溶接継手を設ける階のダイヤフ
ラム上面で、鉄骨柱の空洞内部に対応する位置に金属製
の安全ロープ支柱を立上げ、この支柱相互に安全ロープ
を掛渡し、上部階の鉄骨柱を継ぎ足す場合はこの安全ロ
ープ支柱をその下端空洞内部に取り込んで行うことを要
旨とするものである。
According to the present invention, in order to achieve the above object, a metal safety rope support is provided at a position corresponding to the inside of the hollow of the steel column on the upper surface of the diaphragm on which the field weld joint of the steel column is provided. When starting up, the safety ropes are laid between the columns, and when the steel columns on the upper floor are to be added, the safety rope columns should be taken into the lower end cavity.

【0007】[0007]

【作用】本発明によれば、各節の柱最上部が梁上端とな
る場合でも、ダイヤフラム上面から金属製の安全ロープ
支柱が立上がるので、この支柱を利用して安全ロープを
張りめぐらすことができる。
According to the present invention, even when the uppermost part of each node is the upper end of the beam, the metal safety rope support stands up from the upper surface of the diaphragm, so that the safety rope can be stretched using this support. it can.

【0008】また、鳶工はこの安全ロープ支柱につかま
りながら柱最上部に登ることができるので、鉄骨建方を
より安全に効率良く行うことができる。
In addition, since the tobiko can climb the top of the pillar while holding on to the safety rope pillar, the steel frame can be constructed more safely and efficiently.

【0009】さらに、上部階の鉄骨柱を継ぎ足す場合は
この安全ロープ支柱をその下端空洞内部に取り込んでし
まうので、該支柱を撤去する必要がない。
Further, when a steel column on the upper floor is to be added, the safety rope column is taken into the lower end cavity, so there is no need to remove the column.

【0010】[0010]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の鉄骨建方における安全ロープ
の設置方法の要部の正面図、図2は同上平面図、図3は
全体の正面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view of a main part of a method of installing a safety rope in a steel frame according to the present invention, FIG. 2 is a plan view of the same, and FIG. 3 is a front view of the whole.

【0011】図中5は箱形の空洞内部を有する鉄骨柱
で、現場溶接継手を設ける階の上端部では、接合する鉄
骨梁6の上下フランジに対応する位置に水平なダイヤフ
ラム7を設けている。
In the figure, reference numeral 5 denotes a steel column having a box-shaped hollow interior, and a horizontal diaphragm 7 is provided at a position corresponding to the upper and lower flanges of the steel beam 6 to be joined at the upper end of the floor where the field welding joint is provided. .

【0012】本発明はこのような鉄骨柱5の上端、すな
わち、ダイヤフラム7の上面に鋼の安全ロープの支柱8
を立上げる。この支柱8は山形鋼、溝形鋼、H形鋼など
の鉄骨製のものや鋼製パイプなどで、工場において溶接
もしくは高力ボルト止めで取付ける。また支柱8は鋼製
以外、アルミニウム合金製のものでもよい。
The present invention provides a steel safety rope support 8 on the upper end of such a steel column 5, that is, on the upper surface of the diaphragm 7.
Start up. The column 8 is made of steel such as an angle steel, a channel steel, an H-shaped steel, a steel pipe, or the like, and is attached by welding or high-strength bolting at a factory. The support 8 may be made of an aluminum alloy other than steel.

【0013】また、前記支柱8を立ち上げる位置は、鉄
骨柱5の空洞内部に対応するように鉄骨柱5の内側に入
った位置を選定する。
The position where the support column 8 is raised is selected to be inside the steel column 5 so as to correspond to the inside of the cavity of the steel column 5.

【0014】下階鉄骨の最上部鉄骨梁6(大梁)の建方
を完了した後、支柱8に安全ロープ9を繋ぎ止める。鳶
工はこの安全ロープ支柱8につかまりながら柱の最上部
に登ることができ。
After the construction of the uppermost steel beam 6 (large beam) of the lower steel frame is completed, a safety rope 9 is fixed to the column 8. The steeple can climb the top of the pillar while holding on to this safety rope pole 8.

【0015】安全ロープ9の止め方は種々考えられる
が、一例として図4に示すように支柱8に貫通孔を設け
てアイボルト10を取り付け、該アイボルト10にシャック
ル11を介して安全ロープ9の端部に設けたさつまさし12
を結合させる。
There are various ways to stop the safety rope 9. As an example, as shown in FIG. 4, a through hole is provided in the support 8, an eyebolt 10 is attached, and the end of the safety rope 9 is attached to the eyebolt 10 via a shackle 11. Satsumasa 12 provided in the section
To combine.

【0016】このようにすれば、安全ロープ9のねじれ
にも対処でき、また、迅速かつ簡単に安全ロープ9を繋
ぎ止めることができる。なお、他の方法として、支柱8
にフックを溶接し、これに安全ロープ9を結び付けた
り、直接支柱8に安全ロープ9を巻き回して結び付けた
りしてもよい。
In this way, the twist of the safety rope 9 can be dealt with, and the safety rope 9 can be quickly and easily connected. As another method, the support 8
The safety rope 9 may be tied to the hook, or the safety rope 9 may be directly wound around the support 8 to be tied.

【0017】支柱のある階の大梁、小梁の建方時の安全
施設にもなるので梁およびデッキプレート等の取付け作
業に前記安全ロープ9は墜落防止の安全施設として使用
され、これらの作業が終了した時点で、安全ロープ9を
取り外す。
The safety rope 9 is used as a safety facility for preventing a fall when installing beams, deck plates, etc., because it also serves as a safety facility for the construction of girders and small beams on the floor where the columns are provided. When finished, remove the safety rope 9.

【0018】その後、上階鉄骨柱の建方を行うが、上部
階の鉄骨柱5を継ぎ足す場合に安全ロープ支柱8をその
下端空洞内部に取り込んでしまうようにする。
After that, when the steel columns on the upper floor are constructed, the safety rope posts 8 are taken into the lower end cavity when the steel columns 5 on the upper floor are added.

【0019】[0019]

【発明の効果】以上述べたように本発明の鉄骨建方にお
ける安全ロープの設置方法は、各節の柱最上部が梁上端
となる場合でも、簡単かつ確実に安全ロープを設置する
ことができ、また、設置する支柱はこれを撤去すること
なく上部階の鉄骨柱を継ぎ足すことができるので面倒の
ないものである。
As described above, the method of installing a safety rope in a steel frame according to the present invention makes it possible to easily and surely install a safety rope even when the top of a column at each node is the upper end of a beam. Also, the pillars to be installed can be added to the steel columns on the upper floor without removing the pillars, so that it is not troublesome.

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

【図1】本発明の鉄骨建方における安全ロープの設置方
法の要部の正面図である。
FIG. 1 is a front view of a main part of a method of installing a safety rope in a steel frame according to the present invention.

【図2】本発明の鉄骨建方における安全ロープの設置方
法の要部の平面図である。
FIG. 2 is a plan view of a main part of a method of installing a safety rope in a steel frame according to the present invention.

【図3】本発明の鉄骨建方における安全ロープの設置方
法の全体の正面図である。
FIG. 3 is an overall front view of a method for installing a safety rope in a steel frame according to the present invention.

【図4】安全ロープの繋ぎ止めの一例を示す正面図であ
る。
FIG. 4 is a front view showing an example of securing a safety rope.

【図5】従来例を示す正面図である。FIG. 5 is a front view showing a conventional example.

【図6】従来例での安全ロープの繋ぎ止めの一例を示す
斜視図である。
FIG. 6 is a perspective view showing an example of a conventional safety rope tether.

【符号の説明】[Explanation of symbols]

1…鉄骨柱 2…安全ロープ 3…フック 4…鉄骨梁 5…鉄骨柱 6…鉄骨梁 7…ダイヤフラム 8…支柱 9…安全ロープ 10…アイボルト 11…シャックル 12…さつまさし DESCRIPTION OF SYMBOLS 1 ... Steel column 2 ... Safety rope 3 ... Hook 4 ... Steel beam 5 ... Steel column 6 ... Steel beam 7 ... Diaphragm 8 ... Strut 9 ... Safety rope 10 ... Eyebolt 11 ... Shackle 12 ... Satsumasa

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉄骨柱の現場溶接継手を設ける階のダイ
ヤフラム上面で、鉄骨柱の空洞内部に対応する位置に金
属製の安全ロープ支柱を立上げ、この支柱相互に安全ロ
ープを掛渡し、上部階の鉄骨柱を継ぎ足す場合はこの安
全ロープ支柱をその下端空洞内部に取り込んで行うこと
を特徴とする鉄骨建方における安全ロープの設置方法。
1. A metal safety rope support is raised at a position corresponding to the inside of a hollow of a steel column on the upper surface of a diaphragm on which a field weld joint of a steel column is provided, and a safety rope is hung between the support columns. A method of installing a safety rope in a steel frame construction, wherein when adding a steel column on a floor, the safety rope support is taken into the lower end cavity.
JP4309531A 1992-10-22 1992-10-22 Installation method of safety rope in steel frame construction Expired - Lifetime JP2582020B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4309531A JP2582020B2 (en) 1992-10-22 1992-10-22 Installation method of safety rope in steel frame construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4309531A JP2582020B2 (en) 1992-10-22 1992-10-22 Installation method of safety rope in steel frame construction

Publications (2)

Publication Number Publication Date
JPH06136966A JPH06136966A (en) 1994-05-17
JP2582020B2 true JP2582020B2 (en) 1997-02-19

Family

ID=17994140

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4309531A Expired - Lifetime JP2582020B2 (en) 1992-10-22 1992-10-22 Installation method of safety rope in steel frame construction

Country Status (1)

Country Link
JP (1) JP2582020B2 (en)

Also Published As

Publication number Publication date
JPH06136966A (en) 1994-05-17

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