JPH056336Y2 - - Google Patents

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Publication number
JPH056336Y2
JPH056336Y2 JP5274987U JP5274987U JPH056336Y2 JP H056336 Y2 JPH056336 Y2 JP H056336Y2 JP 5274987 U JP5274987 U JP 5274987U JP 5274987 U JP5274987 U JP 5274987U JP H056336 Y2 JPH056336 Y2 JP H056336Y2
Authority
JP
Japan
Prior art keywords
claw
horizontal rod
horse
pillars
reinforcing bars
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
JP5274987U
Other languages
Japanese (ja)
Other versions
JPS63162025U (en
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 filed Critical
Priority to JP5274987U priority Critical patent/JPH056336Y2/ja
Publication of JPS63162025U publication Critical patent/JPS63162025U/ja
Application granted granted Critical
Publication of JPH056336Y2 publication Critical patent/JPH056336Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Foundations (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、例えば地中梁等の梁鉄筋を組立るた
めのウマに関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a horse for assembling beam reinforcing bars such as underground beams.

[従来技術とその問題点] 一般に、梁鉄筋を組立てるには、第5図に示す
ように、梁幅より狭い間隔で立設した2本の支柱
Pの上端部と下方部に横杆Q,Rを各々差渡して
固着した梁鉄筋組立用ウマを使用している。
[Prior art and its problems] Generally, in order to assemble beam reinforcing bars, as shown in Fig. 5, horizontal rods Q, A beam reinforcing bar assembly horse is used, which is secured by passing R across each part.

そして、支柱Pの上端部の横杆Qには梁上端主
筋S1を支持せしめ、該梁主筋S1にスターラツプ筋
sを吊設する。
A beam upper end main reinforcement S 1 is supported by the horizontal rod Q at the upper end of the column P, and a stirrup reinforcement s is suspended from the beam main reinforcement S 1 .

一方、支柱Pの下方部の横杆Rからは番線T等
により補助横杆Uを吊下げ、この補助横杆Uに梁
下端主筋S2を載置している。
On the other hand, an auxiliary horizontal rod U is suspended from a horizontal rod R at the lower part of the column P by a wire T, etc., and a beam lower end main reinforcement S2 is placed on this auxiliary horizontal rod U.

この状態で、上記スターラツプ筋sを所定間隔
に揃えると共に、梁下端主筋S2等の圧接作業を行
ない、これらの作業が終了したら、上記番線Tを
切断して補助横杆Uを切離し、スターラツプ筋s
の下端部に落下させる。
In this state, the stirrup reinforcements S are aligned at predetermined intervals, and the main reinforcements S2 at the lower end of the beam are pressed together.When these operations are completed, the number wire T is cut, the auxiliary transverse rod U is separated, and the stirrup reinforcements are s
drop it onto the bottom edge of the

しかしながら、上記従来の方法では補助横杆U
が番線Tにより吊下げられているだけなので、揺
れが激しく圧接作業等の能率や精度が低下する等
の問題点があつた。
However, in the above conventional method, the auxiliary horizontal rod U
Since it was simply suspended by a wire T, there were problems such as severe shaking, which reduced the efficiency and accuracy of pressure welding work, etc.

[考案の目的] 本考案は、上記従来の問題点を解決するために
なされたもので、その目的とするところは、極め
て簡単な構造で、下端主筋を安定的に支持するこ
とが出来、圧接作業等の梁鉄筋の組立が迅速かつ
容易に出来る梁鉄筋組立用ウマを提供することに
ある。
[Purpose of the invention] The present invention was devised to solve the above-mentioned conventional problems.The purpose of the invention is to have an extremely simple structure, to be able to stably support the lower end main reinforcement, and to be able to To provide a horse for assembling beam reinforcing bars that can quickly and easily assemble beam reinforcing bars during work.

[考案の構成] 本考案の梁鉄筋組立用ウマは、梁幅より狭い間
隔で2本の支柱を立設し、該支柱の上端部に横杆
を差渡し固着して構成したウマに於いて、上記支
柱の下方部の一側に斜め下方に向けて爪を付設
し、該爪に梁下端主筋を支持するための単管を切
離し自在に結束固定するようにしたこと特徴とす
るものである。
[Configuration of the invention] The beam reinforcing bar assembling horse of the invention is a horse constructed by erecting two pillars at an interval narrower than the width of the beam, and fixing a horizontal rod across the upper end of the pillars. , a claw is attached to one side of the lower part of the support pillar diagonally downward, and a single pipe for supporting the main reinforcement at the lower end of the beam is cut out and freely tied and fixed to the claw. .

[実施例] 以下、本考案の一実施例について図面を参照し
ながら説明する。
[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.

第1図A,Bにおいて、1は支柱であつて、梁
幅より狭い間隔を保つて2本立設されている。該
支柱1の上端部には横杆2が差渡して固着されて
いる。
In FIGS. 1A and 1B, reference numeral 1 denotes pillars, two of which are erected with an interval narrower than the width of the beam. A horizontal rod 2 is fixed across the upper end of the support 1.

該横杆2の両端には主筋の転止め2aが付設さ
れている。
At both ends of the horizontal rod 2, main reinforcing bars 2a are attached.

尚、支柱1の中間部には補強杆3が固設されて
いる。
Incidentally, a reinforcing rod 3 is fixedly installed in the middle part of the support column 1.

上記支柱1の下方部の一側には、斜め下方に向
けて爪4が付設されている。この爪4の上側には
仮想線で示すように単管5を番線等の結束線6で
結束固定するようになつている。
A claw 4 is attached to one side of the lower part of the support column 1 so as to face diagonally downward. Above the claw 4, as shown by the imaginary line, a single pipe 5 is bound and fixed with a binding wire 6 such as a wire.

従つて、梁鉄筋の組立てに際しては、第2図に
示すように、上記横杆2上に梁上端主筋7を載置
すると共に、スターラツプ8を吊設する。
Therefore, when assembling the beam reinforcement, as shown in FIG. 2, the beam upper end main reinforcement 7 is placed on the horizontal beam 2, and the stirrup 8 is suspended.

次に爪4に結束固定した単管5上に梁下端主筋
9を載置すると共に、スターラツプ筋8の間隔を
揃えたり、第3図に示すように、圧接作業等の組
立に必要な作業を行なう。
Next, the main reinforcing bars 9 at the lower end of the beam are placed on the single pipe 5 bound and fixed to the claws 4, and the necessary work for assembly, such as aligning the spacing of the stirrup bars 8 and press-fitting as shown in Fig. 3, is carried out. Let's do it.

続いて、結束線6を切断して単管5を支柱1か
ら切離すと、第4図に矢印で示すように、単管5
は爪4上を転がつて落下し、これに伴なつて梁下
端主筋9がスターラツプ8の下端部に落下する。
Next, when the binding wire 6 is cut and the single tube 5 is separated from the support 1, the single tube 5 is separated as shown by the arrow in FIG.
rolls on the claws 4 and falls, and along with this, the beam lower end main reinforcement 9 falls onto the lower end of the stirrup 8.

最終的に、梁主筋7,9とスターラツプ8を番
線等で結束して、梁鉄筋の組立てを完了する。
Finally, the beam main reinforcing bars 7, 9 and stirrups 8 are tied together with wires or the like to complete the assembly of the beam reinforcing bars.

[考案の効果] (1) 支柱下方部に爪を斜め下方に向けて付設する
だけで構造が簡単で安価に提供できる。
[Effects of the invention] (1) The structure is simple and can be provided at low cost by simply attaching the claws to the lower part of the support column so as to point diagonally downward.

(2) 梁鉄筋の組立作業の能率および精度が向上す
る。
(2) Efficiency and accuracy of beam reinforcement assembly work will be improved.

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

第1図は本考案のウマの一実施例を示すもので
Aは正面図、Bは側面図、第2図は組立作業の途
中を示す斜視図、第3図は圧接作業の説明図、第
4図は単管および下端主筋の切離し作業の説明
図、第5図は従来のウマによる組立状態を示す斜
視図である。 1……支柱、2……横杆、3……補強杆、4…
…爪、5……単管、6……結束線、7……梁上端
主筋、8……スターラツプ、9……梁下端主筋。
Fig. 1 shows an embodiment of the horse of the present invention, in which A is a front view, B is a side view, Fig. 2 is a perspective view showing the middle of assembly work, Fig. 3 is an explanatory diagram of pressure welding work, and Fig. FIG. 4 is an explanatory diagram of the operation of separating the single tube and the lower end main reinforcement, and FIG. 5 is a perspective view showing the conventional assembly state using a horse. 1...Strut, 2...Horizontal rod, 3...Reinforcement rod, 4...
...Claw, 5... Single pipe, 6... Binding wire, 7... Main reinforcement at the top of the beam, 8... Stirrup, 9... Main reinforcement at the bottom of the beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 梁幅より狭い間隔で2本の支柱を立設し、該支
柱の上端部に横杆を差渡し固着して構成したウマ
に於いて、上記支柱の下方部の一側に斜め下方に
向けて爪を付設し、該爪に梁下端主筋を支持する
ための単管を切離し自在に結束固定するようにし
たことを特徴とする梁鉄筋組立用ウマ。
In a horse constructed by erecting two pillars with an interval narrower than the width of the beam, and fixing a horizontal rod across the upper end of the pillars, a horizontal rod is attached diagonally downward to one side of the lower part of the pillars. A horse for assembling beam reinforcing bars, characterized in that a claw is attached to the claw, and a single tube for supporting the main reinforcement at the lower end of the beam can be cut and freely bound and fixed to the claw.
JP5274987U 1987-04-09 1987-04-09 Expired - Lifetime JPH056336Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5274987U JPH056336Y2 (en) 1987-04-09 1987-04-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5274987U JPH056336Y2 (en) 1987-04-09 1987-04-09

Publications (2)

Publication Number Publication Date
JPS63162025U JPS63162025U (en) 1988-10-24
JPH056336Y2 true JPH056336Y2 (en) 1993-02-18

Family

ID=30878195

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5274987U Expired - Lifetime JPH056336Y2 (en) 1987-04-09 1987-04-09

Country Status (1)

Country Link
JP (1) JPH056336Y2 (en)

Also Published As

Publication number Publication date
JPS63162025U (en) 1988-10-24

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