JPH0738563Y2 - Steel column screw rebar connection aid - Google Patents

Steel column screw rebar connection aid

Info

Publication number
JPH0738563Y2
JPH0738563Y2 JP9338990U JP9338990U JPH0738563Y2 JP H0738563 Y2 JPH0738563 Y2 JP H0738563Y2 JP 9338990 U JP9338990 U JP 9338990U JP 9338990 U JP9338990 U JP 9338990U JP H0738563 Y2 JPH0738563 Y2 JP H0738563Y2
Authority
JP
Japan
Prior art keywords
screw
steel column
screw rebar
holder
rebar
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
JP9338990U
Other languages
Japanese (ja)
Other versions
JPH0451542U (en
Inventor
隼夫 青柳
博光 田村
亨 奥野
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP9338990U priority Critical patent/JPH0738563Y2/en
Publication of JPH0451542U publication Critical patent/JPH0451542U/ja
Application granted granted Critical
Publication of JPH0738563Y2 publication Critical patent/JPH0738563Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、鉄骨柱の主筋として使用されるねじ鉄筋を
接続する際に使用する補助具に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an auxiliary tool used when connecting a screw rebar used as a main bar of a steel column.

〔従来の技術〕[Conventional technology]

従来、鉄骨柱の主筋としてねじ鉄筋が用いられている
が、このねじ鉄筋を主筋として建込む場合、建造物の高
さに応じてねじ鉄筋を接続して行く必要があり、ねじ鉄
筋を接続するには両方のねじ鉄筋のねじ山を連続させて
接続部に長ナットをねじ込むことにより接続している
が、その方法として次の2方法が知られている。すなわ
ち、 (1)2本のねじ鉄筋の端部を当接させた後、ねじ山が
連続するように一方の鉄筋をねじ山が連続するようにな
るまで回動させる。
Conventionally, screw reinforcing bars are used as the main bars of steel columns, but when installing these thread reinforcing bars as the main bars, it is necessary to connect the screw reinforcing bars according to the height of the building, and connect the screw reinforcing bars. Is connected by connecting the thread ridges of both screw rebars and screwing a long nut into the connecting portion. The following two methods are known as such methods. That is, (1) After abutting the ends of the two screw reinforcing bars, one of the reinforcing bars is rotated so that the threads are continuous until the threads are continuous.

(2)2本のねじ鉄筋の端部を当接させた後、一方の鉄
筋のねじ山の延長上に仮想ねじ山を想定して他方の鉄筋
のねじ山と連続するまで他方の鉄筋を軸方向に進退させ
る。
(2) After abutting the ends of the two rebars, assume a virtual thread on the extension of the thread of one rebar, and rotate the other rebar until it is continuous with the thread of the other rebar. Move back and forth in the direction.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

前記従来の(1)の方法は、作業が容易であるが、ねじ
鉄筋の断面は長円形であり鉄骨柱の周囲に施されたフー
プ筋が強く係合する場合はねじ鉄筋を回転させることが
困難となるため、そのような場合は(2)の方法を用い
る必要があるが、(2)の方法を行うには、ねじ鉄筋を
長ナットを用いて接続する間、長さが3.5m位、重さが25
kg位あるねじ鉄筋を接続されるねじ鉄筋の端部の上方位
置に保持し、かつその位置を上下に調節する必要があ
り、非常に力を要する重労働であり、重量物を操作する
ため危険性が高く、また建込もうとするねじ鉄筋の保持
および調整操作に1人と、長ナットのねじ込み操作にも
う1人と合計2人の作業員を必要とするという欠点があ
った。
The above-mentioned conventional method (1) is easy to work, but when the cross section of the screw reinforcing bar is oval and the hoop reinforcing bar provided around the steel column is strongly engaged, the screw reinforcing bar can be rotated. In such a case, it is necessary to use the method of (2) because it becomes difficult, but to perform the method of (2), while connecting the screw rebars with long nuts, the length is about 3.5 m. , Weighs 25
Since it is necessary to hold a screw rebar of about kg kg above the end of the screw rebar to be connected and adjust the position up and down, it is a very labor-intensive and labor-intensive operation, which is dangerous. In addition, there is a drawback that one operator is required for the operation of holding and adjusting the screw reinforcing bar to be installed, and another one is required for the operation of screwing the long nut.

この考案は、前記の欠点を解消し、重量物であるねじ鉄
筋の保持、調整作業を軽快に1人の作業員で行うことが
できる鉄骨柱のねじ鉄筋接続補助具を提供することを課
題とするものである。
An object of the present invention is to solve the above-mentioned drawbacks and to provide a screw rebar connecting aid for a steel column, which enables one worker to easily carry out the work of holding and adjusting a heavy screw rebar. To do.

〔課題を解決するための手段〕[Means for Solving the Problems]

この考案は、前記の課題を解決するため、支持柱の上端
に、保持具を把柄の先端に着脱可能に取付けた保持部材
を上下回動可能に保持具に近い位置で軸着し、支持柱の
下方に鉄骨柱の主筋であるねじ鉄筋を抱持する抱持部を
取付けた鉄骨柱のねじ鉄筋接続補助具の手段を講じるも
のである。
In order to solve the above-mentioned problems, the present invention solves the above-mentioned problems by attaching a holding member, which is detachably attached to the tip of a handle, to the upper end of the supporting column so that the holding member can be pivoted up and down at a position close to the holding member. A means for a screw rebar connecting aid for a steel column having a holding portion for holding a screw rebar, which is the main bar of the steel column, is attached below the.

〔実施例〕〔Example〕

第1図において、支持柱1はその下端のねじ部2に螺着
されたナット3によって高さを調整可能にスラブコンク
リート4上に載置されている。
In FIG. 1, a support column 1 is mounted on a slab concrete 4 so that its height can be adjusted by a nut 3 screwed to a threaded portion 2 at its lower end.

支持柱1の下方には鉄骨柱5の主筋であるねじ鉄筋6を
抱持するための止め金7を有する前端を開いた抱持部8
がその後端の腕9によって取付けられており、その上端
には、第2図に示すように新たに建込むねじ鉄筋6aを挟
持するようにした開口部10を有する保持具11の後端を長
尺の把柄12の前端のねじ13に螺着してなる保持部材14が
その保持具11に近い位置で軸15により上下方向に回動可
能に軸着されている。
Below the support column 1, a holding portion 8 having a front end having a stopper 7 for holding a screw reinforcing bar 6 which is a main bar of the steel column 5 is opened.
Is attached by an arm 9 at the rear end, and the rear end of the holder 11 having an opening 10 for holding a newly-installed screw rebar 6a is extended at its upper end as shown in FIG. A holding member (14) screwed to a screw (13) at the front end of a shank (12) is rotatably mounted in a vertical direction by a shaft (15) at a position near the holder (11).

保持具11はねじ鉄筋6aの径の大小に応じた大きさのもの
を用意して置き、ねじ鉄筋6aの径の大きさに応じて保持
できるように保持具11をねじ13から外して取替えられる
ようになっている。
The holder 11 having a size corresponding to the diameter of the screw reinforcing bar 6a is prepared and placed, and the holder 11 can be replaced by removing it from the screw 13 so that it can be held according to the diameter of the screw reinforcing bar 6a. It is like this.

図中、16はねじ鉄筋6,6aにねじ込まれる長ナットからな
る連結体である。
In the figure, 16 is a connecting body made of long nuts that are screwed into the screw reinforcing bars 6 and 6a.

前記のねじ鉄筋接続補助具を使用するには、第3図A図
に示すように、鉄骨柱5の主筋として建込まれた上端に
連結体16がねじ込まれたねじ鉄筋6に支持柱1の下方の
腕9に取付けられた抱持部8を係合して止め金7で抱持
させて支持柱1を直立させた後、作業員が右手で保持部
材14の把柄12の右端部を押し下げることにより、その左
端部の保持具11を斜上方に傾斜させ、つぎにB図に示す
ように既に建込まれたねじ鉄筋6上に新たに建込むねじ
鉄筋6aを載せるようにし、C図に示すようにこのねじ鉄
筋6aに保持具11の開口部10を係合させてねじ鉄筋6aを保
持した後、D図およびE図の拡大部に示すように保持具
11を把柄12で上下させることにより、上方のねじ鉄筋6a
と下方のねじ鉄筋6の各ねじ山がその仮想延長線を連続
する位置に移動させ、左手で連結体16を回転させて上下
のねじ鉄筋6a,6を連結した後、F図のように前記補助具
を取外すことにより、1人の作業員で重量の重いねじ鉄
筋6aを下方のねじ鉄筋6に連結することができる。
In order to use the above-mentioned screw rebar connecting aid, as shown in FIG. 3A, the connecting rod 16 is screwed to the upper end built as the main bar of the steel column 5, and the supporting column 1 is attached to the screw rebar 6. After the holding portion 8 attached to the lower arm 9 is engaged and held by the stopper 7 to erect the support pillar 1, the worker pushes down the right end portion of the handle 12 of the holding member 14 with the right hand. As a result, the holder 11 at the left end is inclined obliquely upward, and then the newly installed screw rebar 6a is placed on the already installed screw rebar 6 as shown in FIG. After holding the screw rebar 6a by engaging the opening 10 of the holder 11 with the screw rebar 6a as shown in the drawing, the holder as shown in the enlarged portion of FIGS.
By moving 11 up and down with the handle 12, the upper screw rebar 6a
And each screw thread of the lower screw rebar 6 moves its virtual extension line to a continuous position, and the connecting body 16 is rotated by the left hand to connect the upper and lower screw rebars 6a, 6 and then as shown in FIG. By removing the auxiliary tool, a single worker can connect the heavy-weight screw reinforcing bar 6a to the lower screw reinforcing bar 6.

〔考案の効果〕[Effect of device]

この考案は、保持具にねじ鉄筋を保持させて把柄を操作
することにより、てこの原理で重量物であるねじ鉄筋を
軽快に上下させてねじ山を連続状態にすることができ、
この操作と連結体で上下のねじ鉄筋を連結させる操作と
を1人の作業員で行うことができ、従来の2人の作業員
を必要としたのに比べて省人化を図ることができ、作業
が軽作業となるため安全性を向上させることができる。
In this invention, by holding the screw rebar in the holder and operating the handle, the screw rebar, which is a heavy object, can be lightly moved up and down by the lever principle to make the threads continuous.
This operation and the operation of connecting the upper and lower screw rebars with the connecting body can be performed by one worker, and labor saving can be achieved as compared with the conventional case of requiring two workers. Since the work is light work, safety can be improved.

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

第1図は一部を切断平面で示す正面図、第2図は一部の
切断平面図、第3図A図〜C図およびF図は操作を説明
した概略図、第3図D図およびE図は同じく一部円内を
拡大して示す概略図である。 1……支持柱、5……鉄骨柱、6……ねじ鉄筋、6a……
ねじ鉄筋、8……抱持部、11……保持具、12……把柄、
14……保持部材、15……軸、16……連結体。
FIG. 1 is a front view showing a part in a cutting plane, FIG. 2 is a partly cutting plan view, FIGS. 3A to 3C and F are schematic views for explaining the operation, FIG. 3D and Similarly, FIG. E is a schematic view showing a part of the circle in an enlarged manner. 1 ... Support column, 5 ... Steel column, 6 ... Screw rebar, 6a ...
Screw reinforcement, 8 …… Holding part, 11 …… Holder, 12 …… Grip,
14 …… Holding member, 15 …… Shaft, 16 …… Connected body.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】支持柱(1)の上端に、前方に保持具(1
1)を後方に把柄(12)を備えた保持部材(14)を上下
回動可能に軸着し、支持柱(1)の下方に鉄骨柱(5)
の主筋であるねじ鉄筋(6)を抱持する抱持部(8)を
取付けた鉄骨柱のねじ鉄筋接続補助具。
1. A holder (1
1) A holding member (14) having a handle (12) on the rear side is pivotally mounted so as to be vertically rotatable, and a steel column (5) is provided below the support column (1).
An auxiliary tool for connecting screw rebars of a steel column to which a holding portion (8) for holding a screw rebar (6) which is a main bar of the above is attached.
【請求項2】保持部材(14)を保持具(11)に近い位置
で支持柱(1)の上端に軸着した請求項1記載の鉄骨柱
のねじ鉄筋接続補助具。
2. The screw rebar connecting aid for a steel column according to claim 1, wherein the holding member (14) is axially attached to the upper end of the support column (1) at a position close to the holder (11).
【請求項3】保持部材(14)は把柄(12)の先端に保持
具(11)を着脱可能に取付けたものである請求項1記載
の鉄骨柱のねじ鉄筋接続補助具。
3. The screw rebar connecting aid for a steel column according to claim 1, wherein the holding member (14) has a holder (11) removably attached to the tip of the handle (12).
JP9338990U 1990-09-04 1990-09-04 Steel column screw rebar connection aid Expired - Lifetime JPH0738563Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9338990U JPH0738563Y2 (en) 1990-09-04 1990-09-04 Steel column screw rebar connection aid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9338990U JPH0738563Y2 (en) 1990-09-04 1990-09-04 Steel column screw rebar connection aid

Publications (2)

Publication Number Publication Date
JPH0451542U JPH0451542U (en) 1992-04-30
JPH0738563Y2 true JPH0738563Y2 (en) 1995-09-06

Family

ID=31830555

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9338990U Expired - Lifetime JPH0738563Y2 (en) 1990-09-04 1990-09-04 Steel column screw rebar connection aid

Country Status (1)

Country Link
JP (1) JPH0738563Y2 (en)

Also Published As

Publication number Publication date
JPH0451542U (en) 1992-04-30

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