JPS59177453A - Steel bar unit - Google Patents

Steel bar unit

Info

Publication number
JPS59177453A
JPS59177453A JP4894083A JP4894083A JPS59177453A JP S59177453 A JPS59177453 A JP S59177453A JP 4894083 A JP4894083 A JP 4894083A JP 4894083 A JP4894083 A JP 4894083A JP S59177453 A JPS59177453 A JP S59177453A
Authority
JP
Japan
Prior art keywords
reinforcing
bars
reinforcement
positioning
bar
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
JP4894083A
Other languages
Japanese (ja)
Other versions
JPH033780B2 (en
Inventor
優 吉原
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP4894083A priority Critical patent/JPS59177453A/en
Publication of JPS59177453A publication Critical patent/JPS59177453A/en
Publication of JPH033780B2 publication Critical patent/JPH033780B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は鉄筋コンクリート建築物等における床版や壁等
に配筋金する場合に使用する鉄筋ユニットに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a reinforcing bar unit used when reinforcing steel in floor slabs, walls, etc. in reinforced concrete buildings.

従来、このような場合の配筋方法としては、例えは、鉄
筋加工場で加工された鉄筋を、建築現場まで運搬し束ね
てクレーンで揚重した後に施工場所で配筋する方法があ
るが、この方法では、当該場所で一本一本配筋し番線又
は溶接によシ幅止め筋等と結合するので配筋作業のため
の時間及び手間が非常にかかるうえ、特に重量の大きな
太径鉄筋を使用する場合には配筋作業が更に困難になる
という問題があった。また原子力発電所施設、土木建築
施設等において行なわれているように、鉄筋先組工法も
あるが、この方法では、配筋個所において必要とされる
鉄筋間隔等に応じた幅止め板等によって鉄筋ユニットを
構成するため全体の寸法が大きくなって、広い面積の鉄
筋ユニット加工場を必要とするうえ、運搬、揚重に制約
を受は且つ取扱い上危険を伴なうことがあるという問題
があった。
Conventionally, the reinforcement arrangement method in such cases is, for example, to transport the reinforcing bars processed at the rebar processing factory to the construction site, bundle them, lift them with a crane, and then arrange the reinforcing bars at the construction site. In this method, reinforcement is placed one by one at the relevant location and connected to width stop bars, etc. by number line or welding, so it takes a lot of time and effort to arrange the reinforcement, and in particular, the large-diameter reinforcing bars that are heavy When using this, there was a problem in that the reinforcement work became even more difficult. There is also the reinforcing bar pre-assembly method, which is used in nuclear power plant facilities, civil engineering construction facilities, etc., but in this method, the reinforcing bars are installed with width stop plates, etc. according to the required spacing of reinforcing bars at the reinforcement locations. Since the unit is constructed, the overall dimensions become large, requiring a wide area rebar unit processing factory, and there are problems in that transportation and lifting are restricted, and handling may be dangerous. Ta.

本発明の目的は上記の問題を解決することにある。本発
明は、床版や壁等の一方向の鉄筋を、らせん状かつ伸長
自在に形成した位置決め筋に、伸長力向と直交方向に並
列的に予め結合して一体化したものである。そして位置
決め筋を例えば床版に配筋しである下端筋等の所定の場
所にセットしてから、両側よシ位置決め筋を引き伸ばし
て、位置決め筋に結合した複数の鉄筋を正規の配筋ピッ
チにして、これらを固定するものである。
The purpose of the present invention is to solve the above problems. In the present invention, unidirectional reinforcing bars such as floor slabs and walls are integrated in advance by being connected in parallel in a direction orthogonal to the direction of the extension force to a positioning bar formed in a spiral shape so as to be freely extendable. Then, set the positioning bars at a predetermined location, such as the bottom reinforcement that is placed on the floor slab, and then stretch the positioning bars on both sides to make the multiple reinforcing bars connected to the positioning bars the regular reinforcement pitch. This is to fix these.

以下、本発明の実施例を図面に基づいて説明する。Embodiments of the present invention will be described below based on the drawings.

第1図及び第2図に示すように、本発明の鉄筋ユニット
は、らせん状に且つらせん形成力向(第1図矢印力向゛
)に伸長自在に形成した位置決め筋1の例えば各弧状部
の対応部位に、複数本の鉄筋2.2.・・・及び3,3
.・・・(図においては、第2図を除き一方の側の鉄筋
3,3.・・・については便宜上2点鎖線にて示す)を
前記伸長力向と直交する方向に並列させて、溶接4,4
.・−・及び5,5゜・・・により又は番線のしげりつ
けにより結合し一体化して成るものである。この場合、
位置決め筋1は第1図示の例においては1本のみを図示
しであるが、配筋個所の仕様に応じて2本以上を鉄筋2
゜2、・・・及び3,3.・・・と結合することができ
る。
As shown in FIGS. 1 and 2, the reinforcing bar unit of the present invention includes, for example, each arcuate portion of a positioning bar 1 formed in a spiral shape and extendable in the direction of the helical forming force (in the direction of the force indicated by the arrow in FIG. 1). Multiple reinforcing bars 2.2. ...and 3,3
.. ... (In the figures, the reinforcing bars 3, 3 on one side except in Fig. 2 are shown by two-dot chain lines for convenience) are arranged in parallel in a direction perpendicular to the direction of the elongation force and welded. 4,4
.. . . . and 5,5° . . . or by tying wires together. in this case,
Only one positioning bar 1 is shown in the example shown in the first diagram, but two or more may be used depending on the specifications of the bar arrangement location.
゜2,... and 3,3. ...can be combined with...

また位置決め筋1の直径、鉄筋2 、2、−及び3゜3
、・・・の本数等は、配筋に際して位置決め力h1を後
記の如く伸長したときに、鉄筋2,2.・−・及び3.
3.・・・の各配筋ピッチ、鉄筋2,2.・・・と鉄筋
3,3.・・・との間隔が所要の値になるように、予め
設定しておく。
Also, the diameter of positioning bar 1, reinforcing bar 2, 2, - and 3°3
The number of reinforcing bars 2, 2, .・-・and 3.
3. Each reinforcement pitch, reinforcing bars 2, 2. ...and reinforcing bars 3, 3. . . . is set in advance so that the interval is a required value.

この鉄筋ユニットは、伸長しない形態のまま建築現場に
運搬、揚重した後、次のようにして使用する。例えば、
床版を形成するために配筋するときは、第3図に示すよ
うに、所定の配筋ピッチで配置しである下端筋6,6.
・・上に、位1べ決め筋1(1本のみ図示)を各下端筋
に平行となるようにして載置した後、この位置決め筋を
引伸して鉄筋2,2.・・・及び3,3.・・・の各配
筋ピッチを所定値に合致させた状態で、鉄筋ユニットを
下端筋6.6.・・・に固定する。従って、位置決め筋
1は幅止め筋として作用する。次いで、鉄筋2.2゜・
・上に上端筋(図示せず。)をこれと直交させて配筋す
る。その際、位置決め筋1は上端筋に対するスペーサ(
うま)として利用することができる。
After this reinforcing bar unit is transported to a construction site in an unstretched form and lifted, it is used in the following manner. for example,
When arranging reinforcement to form a floor slab, as shown in FIG. 3, lower end reinforcements 6, 6, .
After placing the positioning reinforcement 1 (only one shown) on top so that it is parallel to each lower end reinforcement, this positioning reinforcement is stretched and reinforcing bars 2, 2, . ...and 3,3. ... with each reinforcing pitch matching the predetermined value, attach the reinforcing bar unit to the lower end reinforcement 6.6. Fixed to... Therefore, the positioning bar 1 acts as a width stop bar. Next, reinforcing bar 2.2°・
・Arrange the upper end reinforcement (not shown) perpendicularly to this. At that time, the positioning bar 1 is attached to the spacer (
It can be used as a horse.

また鉄筋ユニットは、第4図に示すように、壁の目己筋
にも好適である。即ち、あらかじめ所要のピッチで配筋
した縦筋7,7.・・・の上部に、位置決め筋1の重力
の端部側に結合した鉄筋2又は3を縦筋7,7.・・と
直交させて固定又は仮止めした後、位置決め筋1を重力
を利用して引伸して鉄筋2,2.・・・及び3,3.・
・・の各配筋ピンチを所定値に合致させた状態で鉄筋ユ
ニットを縦筋7゜7、・・・に固定する。
The reinforcing bar unit is also suitable for use as reinforcement in walls, as shown in FIG. That is, vertical reinforcements 7, 7., which are arranged in advance at a required pitch. ..., the reinforcing bars 2 or 3 connected to the gravity end side of the positioning bar 1 are attached to the vertical bars 7, 7, . ... and then fixed or temporarily fixed at right angles to the reinforcing bars 2, 2, . ...and 3,3.・
Fix the reinforcing bar units to the vertical reinforcements 7°7, . . . with the reinforcement pinches of . . . matching the predetermined values.

また本発明の鉄筋ユニットは、円形のスラブや基礎板の
配筋にも使用できる。その場合は、例えば第5図に示す
ように、位置決め筋1.1を円弧状に引伸して鉄筋2.
2.・・・及び3,3.・・・をその並列間隔が所要の
ピッチとなるように放射状に開くものである。
The reinforcing bar unit of the present invention can also be used for reinforcing circular slabs and foundation plates. In that case, for example, as shown in FIG. 5, the positioning bars 1.1 are stretched into an arc shape and the reinforcing bars 2.
2. ...and 3,3. ... are opened radially so that the parallel spacing becomes the required pitch.

以上述べたように、本発明はらせん状の位置決め筋に鉄
筋をあらかじめ結合してユニット化し、配筋現場におい
て位置決め筋を引伸して上記鉄筋の配筋ピッチを所要値
にすることができ、次のような効果をもたらす。即ち、
(1)鉄筋ユニットの加工時に位置決め筋を引伸さない
状態でこれに鉄筋を結合するから、その作業用面積が小
きくですむ、(2)鉄筋ユニットは加工した段階では位
置決め筋を引伸してないので体積が小さく、従って、従
来の先組したものに比較して配筋現場への運搬、揚重は
その制約が少なく安全に行なうことができる。
As described above, the present invention connects reinforcing bars to spiral positioning bars in advance to form a unit, and stretches the positioning bars at the reinforcement site to set the reinforcement pitch of the reinforcing bars to the required value. bring about the same effect. That is,
(1) Since the reinforcing bars are connected to the positioning bars without stretching them when processing the reinforcing bar units, the work area is small. (2) The positioning bars are not stretched when the reinforcing bar units are processed. Therefore, compared to conventional pre-assembled products, transportation to the reinforcement site and lifting can be carried out safely with fewer restrictions.

(3)配筋現場においては位置決め筋を引伸すだけで鉄
筋の配筋ピッチを容易に得ることができる。(4)位置
決め筋は幅止め筋としての機能を待たせることができる
うえ、床版やスラブ等の配筋時には位1r((決め筋を
上端筋のスペーサとして利用でき、壁等のサイトにおけ
る配筋時には位置決め筋を重力全利用して引伸し鉄筋の
上下刃向の配筋ピッチを容易に得ることができるので、
作業用補助材の省略、作業の省力化が図れる、
(3) At the reinforcement site, the pitch of reinforcing bars can be easily obtained by simply stretching the positioning bars. (4) Positioning bars can wait their function as width stop bars, and when arranging reinforcement for floor slabs, slabs, etc., positioning bars can be used as spacers for top end reinforcements, When reinforcing, positioning bars can be used to fully utilize gravity to easily obtain the reinforcing pitch in the vertical direction of the stretched reinforcing bars.
Eliminates the need for work auxiliary materials and saves labor.

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

し1而は本発明に係る鉄筋ユニットの実施例を示すもの
で、第1図はユニット組立完了時の斜視図、第2図はそ
の部分拡大斜視図、第3図ないし第5図は鉄筋ユニット
の配筋時の別異の使用例をそれぞれ示す斜視図、立面図
及び平面図である。 1・・・位置決め筋、2.3・・・鉄筋、4.5・・・
溶接部分。 以上
1 shows an embodiment of the reinforcing bar unit according to the present invention, in which Fig. 1 is a perspective view of the unit when it is assembled, Fig. 2 is a partially enlarged perspective view thereof, and Figs. 3 to 5 show the reinforcing bar unit. FIG. 3 is a perspective view, an elevation view, and a plan view showing different usage examples when arranging reinforcement. 1...Positioning bar, 2.3...Reinforcement bar, 4.5...
welding part. that's all

Claims (1)

【特許請求の範囲】 らせん状かつ伸長自在に形成した位置決め筋と、交 この位置決め筋に伸長方向と直゛方向に並列的に結合し
た複数本の鉄筋とからなる鉄筋ユニット。
[Scope of Claims] A reinforcing bar unit consisting of a positioning bar formed in a spiral shape so as to be freely extensible, and a plurality of reinforcing bars connected in parallel to the intersecting positioning bar in a direction perpendicular to the direction of extension.
JP4894083A 1983-03-25 1983-03-25 Steel bar unit Granted JPS59177453A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4894083A JPS59177453A (en) 1983-03-25 1983-03-25 Steel bar unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4894083A JPS59177453A (en) 1983-03-25 1983-03-25 Steel bar unit

Publications (2)

Publication Number Publication Date
JPS59177453A true JPS59177453A (en) 1984-10-08
JPH033780B2 JPH033780B2 (en) 1991-01-21

Family

ID=12817267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4894083A Granted JPS59177453A (en) 1983-03-25 1983-03-25 Steel bar unit

Country Status (1)

Country Link
JP (1) JPS59177453A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04149347A (en) * 1990-10-11 1992-05-22 Ota Kizai Kk Spacer for deck plate

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5311456U (en) * 1976-07-13 1978-01-31

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5311456U (en) * 1976-07-13 1978-01-31

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04149347A (en) * 1990-10-11 1992-05-22 Ota Kizai Kk Spacer for deck plate

Also Published As

Publication number Publication date
JPH033780B2 (en) 1991-01-21

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