JPH061981Y2 - Kanzashi bar support metal fittings for beam reinforcement - Google Patents

Kanzashi bar support metal fittings for beam reinforcement

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Publication number
JPH061981Y2
JPH061981Y2 JP19723687U JP19723687U JPH061981Y2 JP H061981 Y2 JPH061981 Y2 JP H061981Y2 JP 19723687 U JP19723687 U JP 19723687U JP 19723687 U JP19723687 U JP 19723687U JP H061981 Y2 JPH061981 Y2 JP H061981Y2
Authority
JP
Japan
Prior art keywords
metal fitting
kanzashi
metal fittings
support member
inner frame
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
JP19723687U
Other languages
Japanese (ja)
Other versions
JPH01100852U (en
Inventor
博人 金丸
省三 岩本
Original Assignee
乾産業株式会社
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Filing date
Publication date
Application filed by 乾産業株式会社 filed Critical 乾産業株式会社
Priority to JP19723687U priority Critical patent/JPH061981Y2/en
Publication of JPH01100852U publication Critical patent/JPH01100852U/ja
Application granted granted Critical
Publication of JPH061981Y2 publication Critical patent/JPH061981Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は鉄筋コンクリート造建築物を構築する際におい
て、該建築物の梁部構築時に使用する梁鉄筋配設用カン
ザシ筋の支持金具に関するものである。
[Detailed Description of the Invention] (Industrial field of application) The present invention relates to a support metal fitting for a beam reinforcement for arranging beam reinforcing bars, which is used when constructing a beam portion of a reinforced concrete building when the building is constructed. is there.

(従来の技術) 従来から、鉄筋コンクリート造建築物の梁部を構築する
際には、コンクリートの打設前に、梁型枠内に梁鉄筋を
中吊状態で配設する必要があり、そのために、梁鉄筋を
支持するカンザシ筋が使用され、このカンザシ筋を水平
状態で型枠に固定するための金具が考案されている。
(Prior Art) Conventionally, when constructing a beam portion of a reinforced concrete building, it is necessary to dispose the beam reinforcement in the beam formwork in a suspended state before placing concrete. , Kanzashi bars that support beam reinforcement are used, and metal fittings for fixing the Kanzashi bars to the formwork in a horizontal state have been devised.

このような金具としては、梁型枠の外枠上端に逆U字条
の係止部材を引っ掛けると共に該係止部材に螺通した螺
子棒の下端をフック部に形成してそのフック部にカンザ
シ筋の一端部を支持させる一方、カンザシ筋の他端部を
梁型枠に連設したスラブ型枠上に受止させるように構成
したものがある。
As such a metal fitting, an inverted U-shaped locking member is hooked on the upper end of the outer frame of the beam form, and the lower end of the screw rod threaded through the locking member is formed on the hook portion, and the hook portion While supporting one end of the, the other end of the Kanzashi muscle is received on the slab formwork connected to the beam formwork.

(考案が解決しようとする問題点) しかしながら、梁鉄筋は複数本の横主筋を上下左右部に
平行な配設すると共に該横主筋を囲むようにしてスター
ラップを横主筋の長さ方向に小間隔毎にラップすること
により形成されながら梁型枠内に配設され、この配設時
にスラブ型枠側、即ち梁型枠の内枠側からカンザシ筋を
梁鉄筋に挿入するものであるから、外枠側に上記金具を
取付けると該金具に対してカンザシ筋の一端部を支持さ
せる作業が煩わしくなるばかりでなく、梁鉄筋に対する
カンザシ筋の高さ調整が困難となり、その上、この金具
だけではカンザシ筋を水平状態に支持することができな
く、スラブ型枠上にカンザシ筋の他端を支持するスペー
サ部材が必要となる。
(Problems to be solved by the invention) However, in a beam rebar, a plurality of horizontal main bars are arranged in parallel in the upper, lower, left, and right parts, and a stirrup is provided at small intervals in the longitudinal direction of the horizontal main bars so as to surround the horizontal main bars. It is arranged in the beam form while being formed by wrapping it with the slab, and at the time of this arrangement, the slab form is inserted into the beam rebar from the slab form side, that is, the inner form side of the beam form. If the above-mentioned metal fittings are attached to the side, not only the work of supporting one end of the knitting bar to the metal fitting becomes troublesome, but also it becomes difficult to adjust the height of the knitting bar to the beam reinforcing bar. Cannot be supported in a horizontal state, and a spacer member that supports the other end of the knitted muscle is required on the slab formwork.

さらに、梁鉄筋の吊設状態を調整するためには前述した
ように、金具の煩雑な調整操作とそれに対応した厚みの
スペーサ部材が必要となる。
Further, in order to adjust the suspended state of the beam reinforcing bars, as described above, the complicated adjustment operation of the metal fittings and the spacer member having a thickness corresponding thereto are required.

又、予め、カンザシ筋を支持しておき、このカンザシ筋
上に梁鉄筋の上部主筋を配設すると共にスターラップを
配筋する場合には、上記金具が作業の邪魔になって作業
能率が著しく低下するという問題点がある。
In addition, if the knitting bar is previously supported, and the upper main bar of the beam reinforcing bar is arranged on this knitting bar and the stirrup is arranged, the above metal fittings hinder the work and work efficiency is remarkably increased. There is a problem that it decreases.

本考案はこのような問題点を解消し、カンザシ筋を正確
且つ簡単に支持し得る梁鉄筋配設用カンザシ筋の支持金
具を提供するものである。
The present invention solves such a problem, and provides a support metal fitting for a reinforcing bar for arranging beam reinforcing bars, which can support the reinforcing bar accurately and easily.

(問題点を解決するための手段) 上記目的を達成するために、本考案の梁鉄筋配設用カン
ザシ筋の支持金具は、実施例に対応する図面に示すよう
に、梁型枠(a)の内枠(b)に沿って配設する支持部材(2)
の前方側にブラケット材(3)を設けて該ブラケット材(3)
の下端部を支持部材(2)の下端部に一体に固着すること
により金具主体(1)を形成し、この金具主体(1)の前記支
持部材(2)の上端部にはスラブ型枠(d)に固定する取付材
(4)が固着されていると共に下端部には、上記内枠(b)の
内面に受止させる当接部(5)が形成され、さらに、支持
部材(2)と前記ブラケット材(3)との上端にカンザシ筋
(e)を水平状態に架設させるカンザシ筋受け部(6)(7)を
設けてなることを特徴とするものである。
(Means for Solving the Problems) In order to achieve the above-mentioned object, the support metal fittings for the beam reinforcement for arranging the beam rebar of the present invention are provided with a beam form (a) as shown in the drawings corresponding to the embodiments. Support members (2) arranged along the inner frame (b) of the
Bracket material (3) is provided on the front side of the
The metal fitting main body (1) is formed by integrally fixing the lower end portion of the support member (2) to the lower end portion of the support member (2), and the slab formwork ( Mounting material fixed to d)
(4) is fixed and at the lower end, an abutting portion (5) for receiving the inner surface of the inner frame (b) is formed, and further, a supporting member (2) and the bracket member (3) And the hawthorn muscle at the top of
It is characterized in that it is provided with kanzashi muscle receiving portions (6) and (7) which erect (e) in a horizontal state.

(作用) 梁型枠(a)内で梁鉄筋の組立て作業に平行して金具主体
(1)の支持部材(2)を梁型枠(2)の内枠(b)内面に沿わせ、
その下端当接部(5)を内枠内面に当接受止させると共に
該支持部材(2)の上端取付座(4)をスラブ型枠(d)上に設
置し、この取付座(4)をスラブ型枠(d)に釘着すれば、金
具主体(1)は梁型枠(3)内の所望個所に取付けることがで
きる。
(Function) Mainly metal fittings in the beam form (a) in parallel with the beam rebar assembly work
Place the support member (2) of (1) along the inner surface of the inner frame (b) of the beam formwork (2),
The lower end contact portion (5) is contacted and received by the inner surface of the inner frame, and the upper end mounting seat (4) of the supporting member (2) is installed on the slab formwork (d). If the slab formwork (d) is nailed, the metal fitting main body (1) can be attached to a desired position in the beam formwork (3).

こうして梁型枠(a)に取付けられた金具主体(1)の支持部
材(2)とブラケット材(3)の上端に設けた受け部(6)(7)間
にカンザシ筋(e)を架設、支持させると、該カンザシ筋
(e)は金具主体(1)に水平状態で且つ梁鉄筋の長さ方向に
直交して支持され、梁鉄筋の主筋下面を受止して梁鉄筋
を確実な配設状態で梁型枠(a)内に配置させることがで
きる。
In this way, a knott bar (e) is installed between the support member (2) mainly made of metal fittings (1) attached to the beam form (a) and the receiving portions (6) and (7) provided at the upper end of the bracket material (3). , If supported, the kanzashi muscle
(e) is supported by the metal fittings (1) in a horizontal state and orthogonal to the length direction of the beam reinforcement, and receives the lower surface of the main reinforcement of the beam reinforcement to secure the beam reinforcement with the beam formwork ( a) can be placed inside.

(実施例) 本考案の実施例を図面について説明すると、(1)は金属
製棒状物よりなる支持部材(2)の下端部に同一材料より
なるブラケット材(3)の下端部を溶接等により一体に固
着シテ形成した金具主体で、垂直の支持部材(2)に対し
てブラケット材(3)を下端から上端に向かって斜め前方
に傾斜させて取付けられてあり、これらの対向面の中間
部に補強桟部材(8)を固着してある。
(Embodiment) An embodiment of the present invention will be described with reference to the drawings. (1) shows that the lower end of a bracket member (3) made of the same material is welded to the lower end of a support member (2) made of a metal rod-like object. Mainly made of metal fittings that are integrally fixed, and the bracket material (3) is attached to the vertical support member (2) by inclining diagonally forward from the lower end to the upper end. A reinforcing bar member (8) is fixed to the.

さらに、支持部材(1)の下端は、後方に向かって略直角
に折り曲げられてその先端に合成樹脂製キャップ(9)を
被せてあり、このキャップ(9)の先端面を梁型枠(a)の内
枠(b)に対する当接部(5)に形成してある。又、支持部材
(1)の上端部を後方に直角に折り曲げて適宜長さの水平
取付部(1a)に形成し、この水平取付部(1a)の下面に金属
板よりなる取付座(4)を溶接一体化していると共に上面
には前後方向に開口したU字状のカンザシ筋受け部(6)
を固着してあり、さらに、取付座(4)に適宜厚さの合成
樹脂製キャップ体(14)を着脱自在に被着してある。
Further, the lower end of the supporting member (1) is bent rearward at a substantially right angle, and a cap made of synthetic resin (9) is covered at its tip, and the tip surface of this cap (9) is covered with a beam form (a). Is formed in the contact portion (5) with respect to the inner frame (b). Also, the support member
Bend the upper end of (1) at a right angle to the rear to form a horizontal mounting part (1a) of an appropriate length, and integrally mount the mounting seat (4) made of a metal plate on the lower surface of this horizontal mounting part (1a). It has a U-shaped Kanzashi muscle receiving part (6) that opens in the front-back direction on the top and
Further, a synthetic resin cap body (14) having an appropriate thickness is detachably attached to the mounting seat (4).

(7)はこのカンザシ筋受け部(6)に対峙して前記ブラケッ
ト材(3)の上端に固着した同じく前後方向に開口してい
るU字状のカンザシ筋受け部で、金具主体(1)が梁型枠
(a)内に配設された時に、これらの受け部(6)(7)は前後
に水平方向に対向するものである。
(7) is a U-shaped Kanzashiki receiving part that is also open in the front-rear direction and is fixed to the upper end of the bracket member (3) facing the Kanzashiki receiving part (6), and is mainly made of metal fittings (1) Beam formwork
When arranged in (a), these receiving portions (6) and (7) face each other in the front-rear direction in the horizontal direction.

(10)は前記取付座(4)の両側部に穿設した釘孔、(11)は
支持部材(1)側のカンザシ筋受け部(6)の両側対向面に穿
設したカンザシ筋押え釘挿通孔である。
(10) is a nail hole formed on both sides of the mounting seat (4), and (11) is a knotting muscle presser nail formed on both opposite surfaces of the knitting strip receiving portion (6) on the support member (1) side. It is an insertion hole.

このように構成した梁鉄筋配設用カンザシ筋の支持金具
は、第2図に示すように、その支持部材(2)を梁型枠(a)
の内枠(b)内面に沿わせて下端の合成樹脂製キャップ(9)
を内枠(b)に内面に当接させると共に上部の取付座(4)の
下面に被着している合成樹脂製キャップ体(14)をスラブ
型枠(d)の上面に載置し、該取付座(4)の釘孔(10)(10)か
らスラブ型枠(d)に釘(12)を打ち込んで金具主体(1)を梁
型枠(a)の内外枠(b)(c)間に固定する。この支持金具は
梁型枠の内枠に適宜間隔毎に取付けられる。
As shown in FIG. 2, the supporting metal fitting for the beam reinforcement for arranging the beam rebar having the above-mentioned structure is constructed such that the supporting member (2) has the beam form (a).
Inner frame (b) of synthetic resin cap (9) at the lower end along the inner surface
Place the synthetic resin cap body (14) adhered to the inner surface of the inner frame (b) on the lower surface of the upper mounting seat (4) on the upper surface of the slab formwork (d), The nail (12) is driven into the slab formwork (d) from the nail holes (10) (10) of the mounting seat (4) to make the metal fitting main body (1) the inner and outer frames (b) (c) of the beam formwork (a). ) Fix it in between. The support fittings are attached to the inner frame of the beam form at appropriate intervals.

このように金具主体(1)を固定すると、金具主体(1)の前
後カンザシ筋受け部(6)(7)間にはカンザシ筋(e)が水平
状態に架設されることになる。
When the metal fitting main body (1) is fixed in this manner, the double-sided hook (e) is laid horizontally between the front and rear kanzashi muscle receiving portions (6) and (7) of the metal fitting main body (1).

なお、金具主体(1)の型内に対する上下方向の高さ調整
は、上記取付座(4)の下面に取付けた前記合成樹脂製キ
ャップ体(14)の厚みにより容易に行うことができる。
The height of the metal fitting main body (1) in the vertical direction with respect to the inside of the mold can be easily adjusted by the thickness of the synthetic resin cap body (14) mounted on the lower surface of the mounting seat (4).

このカンザシ筋支持金具の配設作業は、梁型枠(a)内に
おける梁鉄筋(f)の組立て作業に平行して行われ、梁鉄
筋(f)は、複数本考案の横主筋(g)を上下左右部に平行に
配設すると共に該横主筋(g)を囲むようにしてスターラ
ップ(h)を横主筋(g)の長さ方向に小間隔毎に巻装するこ
とにより形成される。
The work of arranging this Kanzashi braces is carried out in parallel with the work of assembling the beam rebars (f) in the beam form (a), and the beam rebars (f) are a plurality of transverse main bars (g) of the present invention. Are arranged in parallel to the upper, lower, left and right parts, and the stirrup (h) is wound around the horizontal main bar (g) at small intervals in the longitudinal direction of the horizontal main bar (g).

一方、カンザシ筋支持金具の前後受け部(6)(7)間にカン
ザシ筋(e)を水平状態に架設し、受け部(6)の釘挿通孔(1
1)(11)間に釘(13)を挿通してカンザシ筋(e)の妄動を防
止し、このカンザシ筋(e)上に梁鉄筋(f)の上部横主筋
(g)(g)を載置、受止させると、梁鉄筋(f)は梁型枠(a)内
の所望位置に正確に吊設される。
On the other hand, install the knitted bar (e) in a horizontal state between the front and rear receiving parts (6) and (7) of the knitting bar support metal fitting, and insert the nail insertion hole (1
1) Insert a nail (13) between (11) to prevent delusional movement of the kanzashi muscle (e), and place the upper transverse main muscle of the beam reinforcement (f) on this kanzashi muscle (e).
When (g) and (g) are placed and received, the beam rebar (f) is accurately suspended at a desired position in the beam form (a).

こうして梁鉄筋(f)の配設後、梁型枠(a)内にコンクリー
ト(m)を打設する。
After arranging the beam reinforcing bars (f) in this way, concrete (m) is placed in the beam form (a).

なお、コンクリート(m)の硬化後、型枠を外すると、梁
型枠(a)の内枠(b)に当接したキャップ(9)とスラブ型枠
(d)上に載置された取付座(4)のキャップ(14)とがコンク
リート面に露出し、これらのキャップ(9)及びキャップ
体(14)は合成樹脂よりなるものであるから、埋設された
支持金具の水分による腐食を防止する。
After the concrete (m) has hardened, if the form is removed, the cap (9) and the slab form that are in contact with the inner frame (b) of the beam form (a)
Since the cap (14) of the mounting seat (4) placed on (d) is exposed on the concrete surface and these cap (9) and cap body (14) are made of synthetic resin, they are buried. Prevents corrosion of the supported metal fittings due to moisture.

(考案の効果) 以上のように本考案の梁鉄筋配設用カンサジ筋の支持金
具によれば、梁型枠(a)の内枠(b)に沿って配設する支持
部材(2)の前方側にブラケット材(3)を設けて該ブラケッ
ト材(3)の下端部を支持部材(2)の下端部に一体に固着す
ることにより金具主体(1)を形成し、この金具主体(1)の
前記支持部材(2)の上端部にはスラブ型枠(d)に固定する
取付座(4)が固着されていると共に下端部には、上記内
枠(b)の内面に受止させる当接部(5)が形成され、さら
に、支持部材(2)と前記ブラケット材(3)との上端にカン
ザシ筋(e)を水平状態に架設させるカンザシ筋受け部(6)
(7)を設けてなるものであるから、梁型枠(a)の内枠(b)
側に取付けるように構成しているので、その取付作業が
容易に行えると共に金具主体(1)の支持部材(2)の下端当
接部(5)を内枠(b)の内面に当接受止させる一方、上端取
付座(4)をスラブ型枠(d)上に載置してこの取付座(4)を
スラブ型枠(d)に釘着することにより、支持部材(2)とブ
ラケット材(3)の上端に設けたカンザシ筋受け部(6)(7)
を梁型枠(a)の内外枠(b)(c)間の方向に確実に配設する
ことができ、これらの受け部(6)(7)間にカンザシ筋(e)
を水平状態で且つ梁鉄筋の長さ方向に直交して正確に架
設し、梁鉄筋を精度よく梁型枠内に吊支することができ
るものである。
(Effect of the Invention) As described above, according to the supporting metal member for the beam reinforcement for arranging the beam rebar of the present invention, the supporting member (2) to be arranged along the inner frame (b) of the beam form (a) is formed. A bracket body (3) is provided on the front side, and the metal fitting main body (1) is formed by integrally fixing the lower end portion of the bracket material (3) to the lower end portion of the support member (2). ), A mounting seat (4) for fixing to the slab form (d) is fixed to the upper end of the support member (2), and the lower end is received by the inner surface of the inner frame (b). An abutting portion (5) is formed, and further, a hook-and-loop receiving portion (6) for horizontally installing a hook-and-loop muscle (e) on the upper ends of the support member (2) and the bracket material (3).
Since it is provided with (7), the inner frame (b) of the beam form (a)
Since it is configured to be mounted on the side, the mounting work can be performed easily, and the lower end abutting part (5) of the support member (2) mainly of the metal fitting (1) abuts on the inner surface of the inner frame (b) and is received. On the other hand, by mounting the upper end mounting seat (4) on the slab formwork (d) and fastening the mounting seat (4) to the slab formwork (d), the support member (2) and the bracket material are Kanzashi muscle receiving part (6) (7) provided at the upper end of (3)
Can be securely arranged in the direction between the inner and outer frames (b) and (c) of the beam form (a), and the kakuza line (e) between these receiving parts (6) and (7)
In a horizontal state, the beam rebars can be accurately erected orthogonally to the length direction of the beam rebars, and the beam rebars can be suspended accurately in the beam formwork.

又、梁型枠内におけるこの取付金具の配設作業は、梁鉄
筋の組立作業と平行してスラブ型枠側から容易に行える
ので、作業能率が向上すると共にその高さ調整は、スラ
ブ型枠と取付座(4)間に所望厚さの合成樹脂製キャップ
等のスペーサを介在させることによって簡単且つ正確に
行えるものである。
Further, since the mounting work of the mounting metal fittings in the beam formwork can be easily performed from the slab formwork side in parallel with the assembling work of the beam rebars, the work efficiency is improved and the height adjustment is performed in the slab formwork. This can be performed simply and accurately by interposing a spacer such as a synthetic resin cap having a desired thickness between the mounting seat (4) and the mounting seat (4).

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

図面と本考案の実施例を示すもので、第1図はその斜視
図、第2図は梁型枠内に配設した状態の縦断側面図、第
3図は取付座部分の縦断正面図である。 (1)・・・金具本体、(2)・・・支持部材、(3)・・・ブ
ラケット材、(4)・・・取付座、(5)・・・当接部、(6)
(7)・・・カンザシ筋受け部、(a)・・・梁型枠、(b)・
・・内枠、(c)・・・外枠、(d)・・・スラブ型枠、(e)
・・・カンザシ筋、(f)・・・梁鉄筋。
FIG. 1 is a perspective view thereof, FIG. 2 is a vertical sectional side view in a state of being arranged in a beam form, and FIG. 3 is a vertical sectional front view of a mounting seat portion. is there. (1) ・ ・ ・ Metal fitting body, (2) ・ ・ ・ Supporting member, (3) ・ ・ ・ Bracket material, (4) ・ ・ ・ Mounting seat, (5) ・ ・ ・ Abutting part, (6)
(7) ・ ・ ・ Kanzashi bracing part, (a) ・ ・ ・ Beam form, (b) ・
..Inner frame, (c) ... Outer frame, (d) ... Slab formwork, (e)
・ ・ ・ Kanzashi reinforcement, (f) ・ ・ ・ beam reinforcement.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】梁型枠(a)の内枠(b)に沿って配設する支持
部材(2)の前方側にブラケット材(3)を設けて該ブラケッ
ト材(3)の下端部を支持部材(2)の下端部に一体に固着す
ることにより金具主体(1)を形成し、この金具主体(1)の
前記支持部材(2)の上端部にはスラブ型枠(d)に固定する
取付座(4)が固着されていると共に下端部には、上記内
枠(b)の内面に受止させる当接部(5)が形成され、さら
に、支持部材(2)と前記ブラケット材(3)との上端にカン
ザシ筋(e)を水平状態に架設させるカンザシ筋受け部(6)
(7)を設けてなることを特徴とする梁鉄筋配設用カンザ
シ筋の支持金具。
1. A bracket member (3) is provided on the front side of a support member (2) arranged along an inner frame (b) of a beam form (a), and a lower end portion of the bracket member (3) is provided. The metal fitting main body (1) is formed by integrally fixing to the lower end of the support member (2), and the upper end of the support member (2) of the metal fitting main body (1) is fixed to the slab form (d). The mounting seat (4) is fixed, and at the lower end, an abutting portion (5) for receiving the inner surface of the inner frame (b) is formed, and further, the supporting member (2) and the bracket member. (3) Kanzashi muscle receiving part (6) which erects the kizashi muscle (e) horizontally at the upper end of (3)
(7) is provided, which is a support metal fitting for a bar reinforcement for arranging beam rebars.
JP19723687U 1987-12-24 1987-12-24 Kanzashi bar support metal fittings for beam reinforcement Expired - Lifetime JPH061981Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19723687U JPH061981Y2 (en) 1987-12-24 1987-12-24 Kanzashi bar support metal fittings for beam reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19723687U JPH061981Y2 (en) 1987-12-24 1987-12-24 Kanzashi bar support metal fittings for beam reinforcement

Publications (2)

Publication Number Publication Date
JPH01100852U JPH01100852U (en) 1989-07-06
JPH061981Y2 true JPH061981Y2 (en) 1994-01-19

Family

ID=31487801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19723687U Expired - Lifetime JPH061981Y2 (en) 1987-12-24 1987-12-24 Kanzashi bar support metal fittings for beam reinforcement

Country Status (1)

Country Link
JP (1) JPH061981Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7189582B1 (en) * 2021-11-12 2022-12-14 裕二 桜井 Kansashi muscle retainer for beam installation

Also Published As

Publication number Publication date
JPH01100852U (en) 1989-07-06

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