JPS6137720Y2 - - Google Patents

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Publication number
JPS6137720Y2
JPS6137720Y2 JP1979166190U JP16619079U JPS6137720Y2 JP S6137720 Y2 JPS6137720 Y2 JP S6137720Y2 JP 1979166190 U JP1979166190 U JP 1979166190U JP 16619079 U JP16619079 U JP 16619079U JP S6137720 Y2 JPS6137720 Y2 JP S6137720Y2
Authority
JP
Japan
Prior art keywords
formwork
horizontal
thick
hook
plate
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
JP1979166190U
Other languages
Japanese (ja)
Other versions
JPS5684639U (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
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Priority to JP1979166190U priority Critical patent/JPS6137720Y2/ja
Publication of JPS5684639U publication Critical patent/JPS5684639U/ja
Application granted granted Critical
Publication of JPS6137720Y2 publication Critical patent/JPS6137720Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は布基礎や法枠等のコンクリート構造物
を構築するための型枠装置の改良に関するもので
ある。
[Detailed Description of the Invention] The present invention relates to an improvement of a formwork device for constructing concrete structures such as cloth foundations and slope frames.

この種コンクリート構造物の構築に使用する型
枠装置においては、多くの部材を必要とし、構成
が複雑で型枠の組付けや解体に多くの手数を要す
るという欠点があつた。その構造及び取り扱いの
簡易化が要望され、その一環として、型枠板には
使い捨てができるように耐水耐圧性を有する板紙
が用いられるようになつて来たが、従来のー般的
な型枠装置では腰の強くない板紙の型枠板を安定
して保持することができず、布基礎等の構築の仕
上がりが悪くなるという問題が生じる。この問題
点を解決するため、実公昭59−29078号公報に示
すような型枠装置が提案されてきた。しかし、こ
の提案された従来の装置では、その組み立てにあ
たつて、横筋と型枠板とを係合させ、横に長い端
太材を型枠板に沿わせて位置決めし、楔を端太材
の貫孔と横筋の鉤状部とに挿入しなければならな
いため、不安定な多くの部材を扱いながら位置決
めと締着とをしなければならず、作業が面倒で能
率が悪いという欠点がある。また、コンクリート
構造物の外には横筋の鉤状部が突出したままにな
るという欠点もある。さらに、従来の装置では、
組み立てが前記のように面倒であるということか
ら、横端太材の単一な配設にしなければならず、
そのため旋工する構造物が高くなつた場合は、横
端太材の配設がない型枠板の下半部はコンクリー
トの側圧に対抗できなくなることになる。したが
つて、旋工構造物の高さが少し高くないと適用で
きないということになる。
The formwork apparatus used for constructing this type of concrete structure has disadvantages in that it requires many members, has a complicated structure, and requires a lot of effort to assemble and dismantle the formwork. There has been a demand for simplification of the structure and handling, and as part of this effort, paperboard with water and pressure resistance has come to be used for formwork boards so that they can be disposable. The device cannot stably hold a paperboard form board, which is not strong, and this results in a problem in that the finished product of constructing a cloth foundation or the like deteriorates. In order to solve this problem, a formwork device as shown in Japanese Utility Model Publication No. 59-29078 has been proposed. However, when assembling this proposed conventional device, the transverse reinforcement and the formwork board are engaged, the horizontally long end pieces are positioned along the formwork board, and the wedge is inserted into the end piece. Since it has to be inserted into the through hole of the material and the hooked part of the transverse reinforcement, it is necessary to position and tighten while handling many unstable parts, which has the disadvantage that the work is troublesome and inefficient. be. Another drawback is that the hooked portions of the transverse reinforcement remain protruding from the outside of the concrete structure. Furthermore, with conventional equipment,
As assembly is troublesome as mentioned above, it is necessary to use a single arrangement of horizontally thick timbers.
Therefore, if the structure to be lathed becomes taller, the lower half of the form plate without side thick members will not be able to resist the lateral pressure of the concrete. Therefore, it cannot be applied unless the height of the lathe structure is a little high.

本考案は、上記従来装置の欠点を解決するため
に提案されたもので、端部に鉤状部と受部を形成
した横筋によつて、当接面側に横端太材を通す切
欠溝を設けた縦端太材と、その切欠溝内に挿通横
架した横端太材を型枠板に当接させ、板紙等より
なる型枠板であつても安定して強固に枠組するこ
とができると共に、セパレータを使用する必要は
なく、構成がきわめて簡単で、型枠の組付及び解
体を短時間に行なうことができる旋工費の安価な
型枠装置を提供せんとするものである。
The present invention was proposed to solve the above-mentioned drawbacks of the conventional device, and has a notch groove on the contact surface side through which the horizontal thick material is passed, using a horizontal strip with a hook-shaped part and a receiving part at the end. To form a frame stably and firmly even if the formwork board is made of paperboard or the like by bringing a thick vertical member provided with a cutout groove and a thick horizontal member inserted horizontally into the notch groove into contact with the formwork board. To provide a formwork device which does not require the use of separators, has an extremely simple structure, can be assembled and dismantled in a short time, and has low turning costs.

以下、本考案を図に示す実施例に基づいて具体
的に説明する。
Hereinafter, the present invention will be specifically explained based on embodiments shown in the drawings.

第1図、第2図において、1は軽量化と使い捨
てができるように耐水耐圧性を有する板紙等の端
部を継ぎ合わせて構成した型枠板で、その側面に
は所定間隔をおいて貫通孔2が設けられている。
3は構築される構造物のコンクリート中に埋設さ
れる横筋で、その両端部には第3図に示すように
横筋3を折曲して形成した鉤状部4と鉤状部の内
端部を折曲して形成した型枠板1の受部5とが形
成されており、左右の受部5,5間の幅は、構築
する布基礎の幅に合わせて設計されている。そし
て、この横筋3には、構築後のコンクリートの壁
面より突出する横筋3の鉤状部4を折損しやすい
ようにするため、鉤状部4の根部に偏平につぶし
た折部6が形成されている。
In Figures 1 and 2, 1 is a form board made by joining together the ends of water- and pressure-resistant paperboard, etc., in order to reduce weight and make it disposable. A hole 2 is provided.
Reference numeral 3 denotes a horizontal reinforcement to be buried in the concrete of the structure to be constructed, and at both ends there is a hook-shaped portion 4 formed by bending the horizontal reinforcement 3 and an inner end of the hook-shaped portion. A receiving portion 5 of the formwork plate 1 is formed by bending the frame plate 1, and the width between the left and right receiving portions 5 is designed to match the width of the fabric foundation to be constructed. In order to make the hook-shaped portion 4 of the horizontal reinforcement 3 that protrudes from the concrete wall surface after construction easy to break, a flat folded portion 6 is formed at the root of the hook-shaped portion 4. ing.

なお、横筋3は第3図ロで示すように独立した
横筋にしても良いが、型枠板1の側面に設けた上
下2段の貫通孔2,2の間隔が一定の場合にはそ
の間隔に合わせて上下に配設する横筋3,3の中
央部を縦筋7で連結して、第3図イで示すように
二連一組の横筋としてもよい。
Note that the horizontal strips 3 may be independent horizontal strips as shown in FIG. The center portions of the horizontal stripes 3, 3 arranged above and below may be connected by a vertical strip 7 to form a set of two horizontal strips as shown in FIG. 3A.

また、3は横筋3の鉤状部4より小さな四角形
断面を有する中空部材よりなる縦端太材で、第4
図に示すように型枠板1の当接面側には、所定間
隔をおいて上下に後述する横端太材10を通す切
欠溝9が設けられている。横端太材10は四角形
断面を有する中空部材により形成されており、縦
端太材8に設けた切欠溝9内に挿通して横架され
るようになる。
3 is a thick vertical member made of a hollow member having a square cross section smaller than the hook-shaped portion 4 of the horizontal strip 3;
As shown in the figure, cutout grooves 9 are provided on the contact surface side of the formwork plate 1 at predetermined intervals, through which horizontal thick members 10 (to be described later) are passed upwardly and downwardly. The horizontal thick member 10 is formed of a hollow member having a rectangular cross section, and is inserted into a notched groove 9 provided in the vertical thick member 8 to be horizontally suspended.

従つて、型枠板1の貫通孔2より外方へ突出さ
せた横筋3の鉤状部4内に、縦端太材8を挿入
し、縦端太材8の切欠溝9内に横端太材10を挿
通して横架させ、縦端太材8の背部の鉤状部4内
に楔11を打ち込めば、型枠板1の内面は横筋3
の受部5により受止められて所定の間隔が保た
れ、型枠板1の外面にに縦端太材8及び横端太材
10が当接されて型枠が構成されることになる。
Therefore, the vertical thick material 8 is inserted into the hook-shaped part 4 of the horizontal strip 3 which is projected outward from the through hole 2 of the form board 1, and the horizontal end is inserted into the notch groove 9 of the vertical thick material 8. If the thick timber 10 is inserted and hung horizontally, and the wedge 11 is driven into the hook-shaped part 4 on the back of the vertical thick timber 8, the inner surface of the formwork board 1 will have horizontal stripes 3.
are received by the receiving portions 5 to maintain a predetermined interval, and the thick vertical members 8 and the thick horizontal members 10 are brought into contact with the outer surface of the formwork plate 1 to form a formwork.

なお、縦端太材8と縦端太材8の間隔が長い場
合には、型枠板1のそりを防止するために、型枠
板1の中間部の側面にも貫通孔12を設けて、第
3図ロに示す横筋3の鉤状部4の突出長さよりも
短い鉤状部4′を有する横筋3′を用いて、その鉤
状部4′を貫通孔12より外向に突出させ、鉤状
部4′内に楔11を打ち込んで型枠を固定させれ
ばよい。又、図中13は型枠板1の上端の内向又
は外向への変形を防止するために、必要に応じて
両型枠板1,1の上端縁を固定する保持金具であ
つて、その両端部下面に設けた挾持片14の間に
型枠板1の上端縁をさし込んで、ワンタツチで固
定し得るようになつている。
In addition, when the interval between the vertical thick pieces 8 and the vertical thick pieces 8 is long, in order to prevent the form plate 1 from warping, a through hole 12 is also provided on the side surface of the middle part of the form plate 1. , using a transverse strip 3' having a hook-shaped portion 4' shorter than the protruding length of the hook-shaped portion 4 of the transverse strip 3 shown in FIG. The formwork may be fixed by driving a wedge 11 into the hooked portion 4'. In addition, 13 in the figure is a holding fitting for fixing the upper edge of both formwork plates 1, 1 as necessary in order to prevent the upper end of the formwork plate 1 from deforming inwardly or outwardly. The upper edge of the form plate 1 is inserted between the clamping pieces 14 provided on the lower surface, and can be fixed with one touch.

第5図は布基礎を構築する型枠装置の例を示し
たもので、布基礎を構築する捨コン15の基礎面
16上には、型枠板1を設置する位置に沿つてあ
らかじめ型枠板1の下端縁を挾持する挾持片17
を設けた固定金具18が釘19にて固定されてお
り、型枠板1の位置決めと組付けを容易に行なえ
るようにしている。又、型枠板1,1の間に打設
するコンクリート20の側圧によつて、縦端太材
8が傾倒する恐れがある場合には、縦端太材8の
上部側面にピン21を介して補強部22を取付け
て補強させてもよい。
FIG. 5 shows an example of a formwork device for constructing a cloth foundation. On the foundation surface 16 of the waste concrete 15 for constructing the cloth foundation, a formwork is placed in advance along the position where the formwork board 1 is to be installed. A clamping piece 17 that clamps the lower edge of the plate 1
A fixing metal fitting 18 provided with is fixed with nails 19, making it possible to easily position and assemble the form board 1. In addition, if there is a risk that the vertical thick material 8 may tilt due to the lateral pressure of the concrete 20 placed between the formwork plates 1 and 1, a pin 21 should be inserted into the upper side surface of the vertical thick material 8. The reinforcing portion 22 may be attached and reinforced.

型枠内へ打設ししたコンクリート20が固定し
たならば、楔11を取除除いて横端太材10を縦
端太材8の切欠溝9より引抜き、縦端太材8を横
筋3の鉤状部4内より引抜いて型枠板1を取除け
ばよい。
Once the concrete 20 poured into the formwork is fixed, the wedge 11 is removed and the horizontal thick material 10 is pulled out from the notch groove 9 of the vertical thick material 8. The form plate 1 can be removed by pulling it out from inside the hook-shaped part 4.

第6図はこのようにして型枠板1を取除いた後
の構築した布基礎の断面図を示したものである。
布基礎のコンクリート20の壁面より露出してい
る横筋3の鉤状部4を、第3図に示す折部6で折
取るか金槌等で打落し、捨コン5の基礎面16よ
り固定金具18を取除けば第7図に示すよう布基
礎が完成する。この場合、布基礎のコンクリート
20の壁面には、横筋3の受部5及び固定金具1
8の挾持片17を取除いた跡に、多少の窪み23
が生じるので必要に応じてこの部分に仕上塗り施
すようにする。
FIG. 6 shows a sectional view of the fabric foundation constructed after removing the form board 1 in this manner.
The hooked part 4 of the horizontal reinforcement 3 exposed from the wall surface of the concrete 20 of the cloth foundation is broken off at the folding part 6 shown in FIG. Once this is removed, the cloth foundation will be completed as shown in Figure 7. In this case, on the wall surface of the concrete 20 of the cloth foundation, there are the receiving parts 5 of the horizontal reinforcements 3 and the fixing metal fittings 1.
There is a slight depression 23 where the clamping piece 17 of No. 8 was removed.
This may occur, so apply a final coat to this area if necessary.

なお、本実施例においては、縦端太材8の当接
面の上下に切欠溝9を2箇所設けているが、型枠
板1の高さが高い場合には縦端太材3の当接面に
切欠溝9を増設して各切欠溝9内に必要に応じて
横端太材10を追加挿入して横架させてもよい。
又、横筋3に設ける折部6は偏平な形状に限定さ
れるものではなく、ノツチをつけるか或いは現状
溝を設けて、手で折り曲げるか、金槌でたたくこ
とにより簡単に切落とせるようにしてもよい。更
に、型枠板1を耐水耐圧性を有する板紙で構成す
る場合には、板紙を折り曲て二枚重ねとし、その
連接端部のみを一枚にして両板紙の連接端部を互
違いに組合わせて連接部を二枚にし、その連接部
に貫通孔2を設けて横筋3の鉤状部4を外方に突
出させ、楔11によつて横筋3の受部5と縦端太
部8により連接部を挾持させれば、板紙の連接端
部を接着ししたり別途連結金具等を介して接続さ
せることなく連結できるので、型枠の組付や解体
を行なう上できわめて好都合である。
In this embodiment, two cutout grooves 9 are provided above and below the abutting surface of the thick vertical material 8, but if the height of the formwork board 1 is high, the abutment surface of the thick vertical material 3 is Notch grooves 9 may be added to the contact surface, and horizontal thick members 10 may be additionally inserted into each of the notch grooves 9 as needed to allow horizontal suspension.
Furthermore, the folded portion 6 provided on the horizontal strip 3 is not limited to a flat shape; it may be made with a notch or a groove so that it can be easily cut off by bending it by hand or hitting it with a hammer. good. Furthermore, when the form board 1 is made of paperboard having water and pressure resistance, the paperboard is folded to form two layers, and only the connected ends are made into one sheet, and the connected ends of both paperboards are combined alternately. The connecting portion is made into two pieces, a through hole 2 is provided in the connecting portion, the hook-shaped portion 4 of the horizontal strip 3 is made to protrude outward, and a wedge 11 is used to connect the receiving portion 5 of the horizontal strip 3 and the thick vertical portion 8 of the horizontal strip 3. If the connecting portions are clamped, the connections can be made without gluing the connecting ends of the paperboard or connecting them via separate connecting fittings, etc., which is extremely convenient for assembling and dismantling the formwork.

以上具体的に説明したように、本考案は、コン
クリート中に埋設される横筋の端部に鉤状部と型
枠板の受部及び折部とを形成し、横筋の鉤状部を
型枠板に設けた貫通孔より外方に突出させて、受
部により型枠板の内面を受止めさせると共に、型
枠板の外方に突出した鉤状部内に、型枠板に当接
する縦端太材を挿入し、縦端太材の当接面に上下
に間隔をおいて複数設けた切欠溝内に型枠板に当
接する横端太材を挿入して横架させ、縦端太材の
背部の鉤状部内に楔を打込んで型枠板を固定でき
るようにしたので (1) コンクリート中に埋設される横筋の受部によ
つて型枠板の間隔を所定寸法に位置決めするこ
とができるので従来のように別途セパレータを
用いる必要はなく、型枠部材を少なくすること
ができる。
As specifically explained above, the present invention forms a hook-shaped part and a receiving part and a folded part of the formwork board at the end of the horizontal reinforcement to be buried in concrete, and A vertical end that protrudes outward from the through hole provided in the plate to receive the inner surface of the formwork plate by a receiving part, and is placed in a hook-shaped part that protrudes outward of the formwork plate to abut against the formwork plate. Insert the thick material, and insert the horizontal thick material that contacts the formwork board into the notch grooves that are provided at vertical intervals on the contact surface of the vertical thick material and suspend it horizontally. Since the formwork plates can be fixed by driving a wedge into the hook-shaped part on the back of the formwork plate, (1) the gap between the formwork plates can be positioned to a specified dimension by the receiving part of the horizontal reinforcement embedded in the concrete. Therefore, there is no need to use a separate separator as in the conventional method, and the number of frame members can be reduced.

(2) 型枠装置の組付けは、型枠板の貫通孔に挿入
させた横筋の鉤状部に縦端太材を挿入するだけ
で、作業当初の型枠の立設ができ、その後で横
端太材を挿入、横架し、楔を打込んで固定が行
え、特に横端太材の取付取外しがきわめて容易
であり、また、楔を取除くだけで型枠の固定を
解除できるので、型枠の組付及び解体を簡単か
つ短時間に行なうことができる。
(2) When assembling the formwork device, the formwork can be erected at the beginning of the work by simply inserting the vertical thick material into the hook-shaped part of the horizontal reinforcement inserted into the through hole of the formwork plate, and then the formwork can be erected at the beginning of the work. It is possible to fix by inserting a thick horizontal material, placing it horizontally, and driving a wedge.In particular, it is extremely easy to install and remove the thick horizontal material, and the fixation of the formwork can be released by simply removing the wedge. , the formwork can be assembled and dismantled easily and in a short time.

(3) 型枠板は縦横に枠組みされた縦端太材及び上
下に間隔をおいた複数の横端太材により一体的
に当接されるから、腰の弱い板紙を型枠板に用
いても、型枠板を安定して保持することがで
き、また、高さのある構造物の旋工に対しても
強固な型枠組みができることになり、簡易型枠
としての適用範囲が拡大できる。
(3) Since the formwork board is integrally abutted by vertical thick timbers framed vertically and horizontally and a plurality of horizontal thick timbers spaced vertically and horizontally, it is not possible to use stiff paperboard for the formwork board. Also, the formwork plate can be stably held, and a strong formwork can be created even when turning a tall structure, and the range of application as a simple formwork can be expanded.

(4) 型枠の構成がきわめて簡単で各部材共安価に
製作することができ、部品点数も少ないので取
扱いにもきわめて容易である。
(4) The structure of the formwork is extremely simple, each member can be manufactured at low cost, and the number of parts is small, making it extremely easy to handle.

等多くの利点を有し、布基礎の構築のみならず
各種の構築物に広く適用することができる実用上
きわめて優れた型枠装置を提供し得るものであ
る。
It is possible to provide a practically excellent formwork device that has many advantages such as, and can be widely applied not only to constructing cloth foundations but also to various types of structures.

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

第1図は本考案の型枠装置を用いて組付けた布
基礎用の型枠の斜視図、第2図はその平面図、第
3図は横筋の斜視図、第4図は縦端太材の斜視
図、第5図は本考案の型枠装置を用いて布基礎を
構築する要領を示す断面図、第6図は型枠板を取
除いた後の構築した布基礎の断面図、第7図は完
成した布基礎の断面図である。 1……型枠板、2……貫通孔、3,3′……横
筋、4,4′……鉤状部、5……受部、6……折
部、7……縦筋、8……縦端太材、9……切欠
溝、10……横端太材、11……楔、12……貫
通孔、13……保持金具、14……挾持片、15
……捨コン、16……基礎面、17……挾持片、
18……固定金具、19……釘、20……コンク
リート、21……ピン、22……補強部材、23
……窪み。
Fig. 1 is a perspective view of a formwork for a cloth foundation assembled using the formwork device of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a perspective view of horizontal reinforcement, and Fig. 4 is a vertical end thickness. A perspective view of the material, FIG. 5 is a sectional view showing the procedure for constructing a cloth foundation using the formwork device of the present invention, and FIG. 6 is a sectional view of the constructed cloth foundation after removing the formwork board. Figure 7 is a cross-sectional view of the completed cloth foundation. 1...Form board, 2...Through hole, 3, 3'...Horizontal strip, 4, 4'...Hooked part, 5...Receiving part, 6...Folded part, 7...Vertical strip, 8 ... Thick vertical material, 9... Notch groove, 10... Thick horizontal material, 11... Wedge, 12... Through hole, 13... Holding fitting, 14... Clamping piece, 15
...Discarded concrete, 16... Foundation surface, 17... Clamping piece,
18...Fixing metal fittings, 19...Nails, 20...Concrete, 21...Pins, 22...Reinforcement members, 23
...a hollow.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側面に所定の間隔をおいて貫通孔を設けた型枠
板と、端部に前記型枠板の貫通孔より突出させる
鉤状部と型枠板の内面に当接する受部、及び鉤状
部を折損するための折部とを形成した横筋と、型
枠板の貫通孔より突出した前記鉤状部内に挿入す
る四角形断面で型枠板との当接面側に横端太材を
通す複数の切欠溝を上下に間隔をおいて設けた縦
端太材と、縦端太材の前記切欠溝に挿入横架する
四角形断面に形成した横端太材と、前記横筋の鉤
状部と縦端太材との間に打込む楔とよりなること
を特徴とする、型枠装置。
A formwork plate having through-holes provided at predetermined intervals on its side surface, a hook-shaped part projecting from the through-hole of the formwork plate at an end, a receiving part that comes into contact with the inner surface of the formwork plate, and a hook-like part. A horizontal strip formed with a folded part for breaking the frame plate, and a plurality of horizontal strips with a square cross section to be inserted into the hook-shaped part protruding from the through hole of the form plate and to pass the thick horizontal end material on the side of the contact surface with the form plate. A vertical thick piece of wood having notch grooves spaced vertically apart from each other, a horizontal thick piece of wood having a rectangular cross section that is inserted into the notch grooves of the thick vertical piece and horizontally suspended, and a hook-shaped part of the horizontal strip and a vertical piece A formwork device characterized by a wedge that is driven between end pieces of lumber.
JP1979166190U 1979-12-03 1979-12-03 Expired JPS6137720Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979166190U JPS6137720Y2 (en) 1979-12-03 1979-12-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979166190U JPS6137720Y2 (en) 1979-12-03 1979-12-03

Publications (2)

Publication Number Publication Date
JPS5684639U JPS5684639U (en) 1981-07-08
JPS6137720Y2 true JPS6137720Y2 (en) 1986-10-31

Family

ID=29677089

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979166190U Expired JPS6137720Y2 (en) 1979-12-03 1979-12-03

Country Status (1)

Country Link
JP (1) JPS6137720Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031647A (en) * 2015-07-31 2017-02-09 正 斉原 Supporting member, concrete installation formwork and concrete structure construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5929078U (en) * 1982-08-18 1984-02-23 日本ビクター株式会社 Holder for television camera and recorder/player

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5929078U (en) * 1982-08-18 1984-02-23 日本ビクター株式会社 Holder for television camera and recorder/player

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017031647A (en) * 2015-07-31 2017-02-09 正 斉原 Supporting member, concrete installation formwork and concrete structure construction method
WO2017022610A1 (en) * 2015-07-31 2017-02-09 正 斉原 Support member, form for placing concrete, and method for constructing concrete structure

Also Published As

Publication number Publication date
JPS5684639U (en) 1981-07-08

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