JPH0122856Y2 - - Google Patents

Info

Publication number
JPH0122856Y2
JPH0122856Y2 JP15143383U JP15143383U JPH0122856Y2 JP H0122856 Y2 JPH0122856 Y2 JP H0122856Y2 JP 15143383 U JP15143383 U JP 15143383U JP 15143383 U JP15143383 U JP 15143383U JP H0122856 Y2 JPH0122856 Y2 JP H0122856Y2
Authority
JP
Japan
Prior art keywords
reinforcement
main
reinforcing bars
formwork
turnbuckle
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
Application number
JP15143383U
Other languages
Japanese (ja)
Other versions
JPS6057651U (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 JP15143383U priority Critical patent/JPS6057651U/en
Publication of JPS6057651U publication Critical patent/JPS6057651U/en
Application granted granted Critical
Publication of JPH0122856Y2 publication Critical patent/JPH0122856Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 この考案は、鉄筋コンクリートによるはり、柱
などの構築に際し、アバラ筋、帯筋と主筋とを固
定するための器具に関するものである。
[Detailed description of the invention] This invention relates to a device for fixing pulley bars, tie bars, and main bars when constructing beams, columns, etc. using reinforced concrete.

従来、はりの構築に於ては、型枠を組んだの
ち、型枠内で主筋とアバラ筋とを針金で緊縛して
いた。この作業は、型枠内で行われるため、作業
がしにくく、極めて非能率であつた。
Conventionally, in the construction of beams, after a formwork was assembled, the main reinforcement and pulley reinforcements were tied together with wire within the formwork. Since this work was carried out within a formwork, it was difficult and extremely inefficient.

とくに、はりが深く、床から下主筋までの作業
員の手が届かない場合には、一度組立てた型枠の
一部をはずして緊縛作業を行つたのち、再び型枠
を組みなおしたり、予め、主筋とアバラ筋とを固
定しておいて、型枠内に入れるなどしていた。前
者は型枠の取りはずし、再組立てに時間がかか
り、又、後者は組立てた鉄筋が重いので、型枠内
に入れるのに時間がかかるうえ、危険であつた。
In particular, if the beam is deep and workers cannot reach from the floor to the lower main reinforcement, it is necessary to remove part of the assembled formwork and perform binding work, then reassemble the formwork, or The main reinforcement and pulley reinforcement were fixed and placed inside the formwork. In the former case, it took time to remove and reassemble the formwork, and in the latter case, the assembled reinforcing bars were heavy, so it took time to put them into the formwork, and it was dangerous.

そこでこの考案は、ターンバツクルの両ねじ棒
外端部に、先端部に主筋へ係止可能な凹部を有し
て、互いに開閉可能な2この係止片をそれぞれ取
付けることを特徴とし、4この係止片を、アバラ
筋を取付けた主筋へ係止して、ターンバツクルを
回転することによつて、主筋とアバラ筋(又は帯
金)とを固定し、主筋とアバラ筋などの組立て作
業を能率的に行うことを目的とする。
Therefore, this invention is characterized in that the outer ends of both threaded rods of the turnbuckle have concave portions at their tips that can be locked to the main reinforcing bars, and two locking pieces that can be opened and closed with each other are attached respectively, and four locking pieces are attached to the outer ends of both threaded rods of the turnbuckle. By locking the retaining piece to the main reinforcement with the stirrup reinforcement attached and rotating the turnbuckle, the main reinforcement and the stirrup reinforcement (or strap) are fixed, making the assembly work of the main reinforcement and stirrup reinforcement more efficient. The purpose is to

以下、図示実施例に基づいて、この考案を詳説
する。
This invention will be explained in detail below based on illustrated embodiments.

1はターンバツクルで、2は本体、3,3はね
じ棒である。両ねじ棒3,3の外端部3′,3′は
偏平に形成される。
1 is a turnbuckle, 2 is a main body, and 3 is a threaded rod. The outer ends 3', 3' of both threaded rods 3, 3 are formed flat.

4,4は一対の板状の係止片で、各々先端部に
は、山がた状の凹部5,5がそれぞれ設けられて
いる。この係止片4,4は、基部を、それぞれ、
両ねじ棒の外端部3′,3′へ、ボルトナツトなど
の締結具6,6によつて、開閉可能に取付けられ
る。
Reference numerals 4 and 4 denote a pair of plate-shaped locking pieces, each of which has a ridge-shaped recess 5, 5 at its tip. These locking pieces 4, 4 each have a base portion
It is attached to the outer ends 3', 3' of both threaded rods by fasteners 6, 6, such as bolts and nuts, so as to be openable and closable.

なお、両ねじ棒の外端部3′,3′に支持片を固
着し、この支持片にそれぞれ係止片を、開閉可能
に取付けてもよい。
Note that support pieces may be fixed to the outer ends 3', 3' of both threaded rods, and locking pieces may be attached to these support pieces so as to be openable and closable.

上述の構成から、第3図に示すように、はりの
型枠7内の4本の主筋8にアバラ筋9を仮に取付
けたのち、ねじ棒外端部3′,3′に取付けた、そ
れぞれ一対の係止片4,4を外開きにして、、各
凹部5を主筋8にそれぞれ係止する。ついで、タ
ーンバツクルの本体2を回転して、両ねじ棒3,
3を伸長すれば、係止片4は、それぞれ主筋8を
アバラ筋9に押付けて両者を固定するので、その
ままコンクリートを打込めばよい。
From the above structure, as shown in FIG. The pair of locking pieces 4, 4 are opened outward to lock each recess 5 to the main reinforcement 8, respectively. Next, rotate the turnbuckle main body 2 to tighten the double threaded rods 3,
3, the locking pieces 4 press the main reinforcing bars 8 against the pulley bars 9 and fix them both, so concrete can be poured as is.

柱の鉄筋組みの場合には、帯筋を仮に取付けた
主筋に、係止片を係止して固定したのち、型枠を
組み、そのままコンクリートを打込む。
In the case of reinforcing columns, the tie bars are fixed to the main reinforcing bars to which the tie bars have been temporarily attached, and then the formwork is assembled and concrete is poured.

以上述べたように、この考案は、主筋とアバラ
筋(又は帯筋)との固定を、極めて容易に行うこ
とができる。したがつて、従来のように、針金を
用いて、主筋とアバラ筋などとを緊縛する手数が
省けるので、能率的である。しかも、安価に提供
できるため、実用上の効果が大である。
As described above, with this invention, it is possible to extremely easily fix the main reinforcement and the pulley reinforcement (or tie reinforcement). Therefore, it is more efficient because it eliminates the need to bind the main reinforcement and the ribs using wires as in the conventional method. Moreover, since it can be provided at low cost, it has great practical effects.

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

第1図は正面図、第2図は側面図である。第3
図は実施状態を示す、はりの縦断面図である。 1……ターンバツクル、2……本体、3……ね
じ棒、4……係止片、5……凹部、8……主筋、
9……アバラ筋。
FIG. 1 is a front view, and FIG. 2 is a side view. Third
The figure is a longitudinal cross-sectional view of the beam, showing the state of implementation. 1... Turnbuckle, 2... Main body, 3... Threaded rod, 4... Locking piece, 5... Recess, 8... Main reinforcement,
9...Abalus muscle.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ターンバツクル1の両ねじ棒3,3外端部3′,
3′に、先端部に主筋へ係止可能な凹部5を有し
て、互いに開閉可能な一対の係止片4,4をそれ
ぞれ取付けてなるアバラ筋などと主筋との固定
具。
Both threaded rods 3, 3 outer ends 3' of turnbuckle 1,
3', a fixing device for fixing the main reinforcing bars and the like to the center reinforcing bars, which has a concave portion 5 at the tip thereof that can be engaged with the main reinforcing bars, and has a pair of locking pieces 4, 4 that can be opened and closed mutually attached.
JP15143383U 1983-09-28 1983-09-28 Fixtures for fixing the main reinforcement such as ribs etc. Granted JPS6057651U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15143383U JPS6057651U (en) 1983-09-28 1983-09-28 Fixtures for fixing the main reinforcement such as ribs etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15143383U JPS6057651U (en) 1983-09-28 1983-09-28 Fixtures for fixing the main reinforcement such as ribs etc.

Publications (2)

Publication Number Publication Date
JPS6057651U JPS6057651U (en) 1985-04-22
JPH0122856Y2 true JPH0122856Y2 (en) 1989-07-11

Family

ID=30335575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15143383U Granted JPS6057651U (en) 1983-09-28 1983-09-28 Fixtures for fixing the main reinforcement such as ribs etc.

Country Status (1)

Country Link
JP (1) JPS6057651U (en)

Also Published As

Publication number Publication date
JPS6057651U (en) 1985-04-22

Similar Documents

Publication Publication Date Title
JPH0122856Y2 (en)
JP2671765B2 (en) Prefabricated reinforced concrete structure of reinforced concrete stepped beams
JP2822353B2 (en) Two-part box culvert
JPH03123019U (en)
JPH0420457B2 (en)
JP2522708B2 (en) Reinforcing bar tip assembly beam with formwork and reinforcing bar tip assembly method with formwork
JPH0427037A (en) Method for joining precast reinforced concrete pillar with beam
JPH0322356Y2 (en)
JPS62206164A (en) Mold frame apparatus for collumnar structure
JPS6340029A (en) Beam member for prefabricated construction method
JPH0525886A (en) Composite beam
JPS62124118U (en)
JPS63107643A (en) Shearing reinforcing bar having sub-reinforcing bar
JPS584792Y2 (en) composite panel
JPS6129854Y2 (en)
JP2982023B2 (en) Beam for precast assembly method
JPH0413299Y2 (en)
JPH0122023Y2 (en)
JPH0326738B2 (en)
JPH06322820A (en) Connection part structure of precast concrete column and beam
SU876916A2 (en) Reinforcement framework of ferroconcrete element
JPH0413298Y2 (en)
JPS5823845Y2 (en) Joint structure connecting perpendicular and parallel directions at the end of a large reinforced concrete plate゜
JPH0366857A (en) Consolidating method for beam of wide u-shaped pc plate
JPH0361804B2 (en)