JPH076364Y2 - Support bracket for concrete formwork side panel - Google Patents

Support bracket for concrete formwork side panel

Info

Publication number
JPH076364Y2
JPH076364Y2 JP3602690U JP3602690U JPH076364Y2 JP H076364 Y2 JPH076364 Y2 JP H076364Y2 JP 3602690 U JP3602690 U JP 3602690U JP 3602690 U JP3602690 U JP 3602690U JP H076364 Y2 JPH076364 Y2 JP H076364Y2
Authority
JP
Japan
Prior art keywords
substrate
plate
concrete
wall members
side panel
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
JP3602690U
Other languages
Japanese (ja)
Other versions
JPH03126962U (en
Inventor
新一 佐渡原
Original Assignee
新一 佐渡原
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 新一 佐渡原 filed Critical 新一 佐渡原
Priority to JP3602690U priority Critical patent/JPH076364Y2/en
Publication of JPH03126962U publication Critical patent/JPH03126962U/ja
Application granted granted Critical
Publication of JPH076364Y2 publication Critical patent/JPH076364Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案はコンクリート型枠のサイドパネルの底辺を受け
てこれを支持する支持金具の改良構造に関するものであ
る。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to an improved structure of a support fitting for receiving and supporting the bottom side of a side panel of a concrete formwork.

〔従来の技術〕[Conventional technology]

従来、コンクリート型枠でサイドパネルの高さを簡単に
調節することができる支持金具として、出願人は実開昭
63−28742号公報に記載のものを考案した。この公報記
載のものはコンクリート等の地盤に固定される金属板か
らなる長方形状をなす基板の一方側に偏らせて螺子杆を
突設し、この螺子杆に高さ調節用ナットを螺合させると
共に、この螺子杆にL字形の受板を遊嵌してこの受板を
前記ナツト上に載置し、この受板の垂直面と螺子杆の間
にコンクリート型枠のサイドパネルの底辺を臨ませてこ
れを支持させるようにし、また、前記長方形状をなす基
板の他方に複数の釘孔を穿設した構成よりなる。そし
て、該各釘孔にコンクリート釘を挿通して地盤に打ち込
み支持金具を固定されるようにしている。
Conventionally, as a support metal fitting that can easily adjust the height of the side panel with a concrete formwork, the applicant has
The one described in 63-28742 was devised. The one described in this publication has a screw rod protruding from one side of a rectangular base plate made of a metal plate fixed to the ground such as concrete, and a height adjusting nut is screwed onto the screw rod. At the same time, an L-shaped receiving plate is loosely fitted to the screw rod, the receiving plate is placed on the nut, and the bottom surface of the side panel of the concrete form is placed between the vertical surface of the receiving plate and the screw rod. In addition, it has a structure in which it is supported, and a plurality of nail holes are formed in the other side of the rectangular substrate. Then, concrete nails are inserted into the respective nail holes and driven into the ground to fix the support fittings.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

このように構成された従来の支持金具は、本来の使用目
的を十分に達成できる点において何ら問題はない。しか
し、型枠内に流し込んだコンクリートが硬化した後、該
型枠を取外すに際しては、支持金具に打ち込まれたコン
クリート釘を抜くわけであるが、該コンクリート釘は基
板にしつかりと打ち付けられているので釘のみを抜くこ
とは容易でなく、しかも時間を要することから作業性が
悪くなるため、基板と地盤の間にバール等の工具を差し
込んで基板ごと無理矢理こじるなどしてコンクリート釘
を抜いていたので、基板がバール等によってこじられ捻
じ曲げられて変形したり、釘孔が裂けるなどして破損
し、所謂、使い捨て式にしか使えず、再使用できないこ
とから極めて不経済なものであった。
The conventional metal support thus constructed has no problem in that the original purpose of use can be sufficiently achieved. However, after the concrete poured into the formwork has hardened, when removing the formwork, the concrete nails driven into the support fittings are pulled out, but since the concrete nails are firmly attached to the substrate, It is not easy to pull out only the nails, and since it takes time, the workability deteriorates.Therefore, I had to insert a tool such as a crowbar between the board and the ground and pry the board together to pull out the concrete nails. However, the substrate is twisted and deformed by being twisted by a burl or the like, or it is damaged by tearing a nail hole or the like, and it can be used only in a so-called disposable type and cannot be reused, which is extremely uneconomical.

そこで本考案の目的は、このような従来の問題点を解決
すべく繰返し再使用できるようにして経済的に使用でき
る支持金具を提供することにある。
Therefore, an object of the present invention is to provide a supporting metal fitting that can be reused repeatedly so as to solve such conventional problems and can be economically used.

〔課題を解決するための手段〕[Means for Solving the Problems]

かかる目的達成のため本考案の支持金具は、水平な基板
上面に螺子杆を立設し、該螺子杆に高さ調節用ナットを
螺合すると共にL字状の受板を遊嵌して前記ナツト上面
に載置し、前記基板の一端両側に該基板と略同一水平面
上で一定の間隔を離し後端部に互いに内側を向く受止壁
を設けた一対の帯板状の立壁部材を配置し、該各立壁部
材の後端受止壁側を前記基板に固着し、前端部下面に両
立壁部材間に亘るつなぎ板を固着して両立壁部材間の底
面並びに該部材の前端部前面を開放せしめた構成とす
る。
In order to achieve such an object, the support fitting of the present invention comprises a screw rod standing on a horizontal base plate, a height adjusting nut is screwed onto the screw rod, and an L-shaped receiving plate is loosely fitted thereto. Placed on the upper surface of the nut, a pair of strip plate-shaped standing wall members provided on both sides of one end of the base plate with receiving walls facing inward at the rear end with a constant space on substantially the same horizontal plane as the base plate. Then, the rear end receiving wall side of each standing wall member is fixed to the substrate, and the connecting plate extending between the compatible wall members is fixed to the lower surface of the front end portion to fix the bottom surface between the compatible wall members and the front end front surface of the member. The structure will be opened.

〔作用〕[Action]

支持金具をコンクリート地盤上面の所定の位置に配置
し、一対の立壁部材間と略同等の幅を有し、かつ、該立
壁部材より長い寸法の木板等からなる押え板を前端部前
面から差し入れて両受止壁に衝止されるように嵌合さ
せ、この状態で押え板の両立壁部材間に囲まれる部分と
その外側に釘打ちして支持金具を固定させる。
The support metal fitting is arranged at a predetermined position on the upper surface of the concrete ground, and the holding plate made of wood or the like having a width substantially equal to that between the pair of standing wall members and longer than the standing wall members is inserted from the front end front surface. The fittings are fitted so as to be hit against both the receiving walls, and in this state, the support bracket is fixed by nailing the portion surrounded by the compatible wall members of the pressing plate and the outside thereof.

そして、型枠内に流し込んだコンクリートが硬化した
後、支持金具を取外すには、釘打ちしている押え板をバ
ール等でこじるなどして取除いてやれば、それに伴いコ
ンクリート針が抜けるので基板や立壁部材を変形させた
り破損させたりすることなく、全く無疵のまま取外せ
て、再使用に供することができる。
Then, after the concrete poured into the form has hardened, to remove the support fittings, pry the press plate with nails etc. to remove it, and the concrete needle will come out with it. It is possible to remove the standing wall member without deforming or damaging it and to use it again without any flaw.

〔実施例〕〔Example〕

以下に本考案の支持金具の一実施例を図面と共に説明す
る。図において1は金属薄板からなる水平な基板であ
り、その上面に螺子杆2を垂直に立設し、該螺子杆2に
ナット3を螺合させる。4は金属帯板からなり、側面L
字形に屈曲して形成した受板であり、その水平片4aに透
孔5を設けて前記螺子杆2に遊嵌させ、ナツト3上面に
載置保持させる。また、該受板4の垂直片4bと螺子杆2
の間隔は後記するサイドパネル6の板厚と略等しくす
る。
An embodiment of the support fitting of the present invention will be described below with reference to the drawings. In the figure, reference numeral 1 denotes a horizontal substrate made of a thin metal plate, a screw rod 2 is vertically provided on the upper surface of the substrate, and a nut 3 is screwed onto the screw rod 2. 4 is made of a metal strip and has a side L
It is a receiving plate formed by bending in a letter shape. A through hole 5 is provided in a horizontal piece 4a of the receiving plate, which is loosely fitted in the screw rod 2 and is placed and held on the upper surface of the nut 3. In addition, the vertical piece 4b of the receiving plate 4 and the screw rod 2
The interval is set to be substantially equal to the plate thickness of the side panel 6 described later.

而して7,7は基板1の前端両側にそれぞれ一定の間隔を
離し平行に連設される一対の立壁部材である。該各立壁
部材7,7は所定の巾を持つ金属帯板からなり、各後端部
を互いに内側に直角に折曲げ前記基板1の前側端縁に固
着される受止壁8を設け、また各前端部に互いに外側に
直角に折曲してなる位置決め壁9を設けた平面形状を
なす。また、前端部下面に両立壁部材7,7間に亘るつな
ぎ板10を固着し、前記基板1とつなぎ板10並びに両立壁
部材7,7で囲まれる底面と、両立壁部材7,7の前端部前面
を開口11,12としている。
Reference numerals 7 and 7 denote a pair of standing wall members that are arranged in parallel on both sides of the front end of the substrate 1 at regular intervals. Each of the standing wall members 7, 7 is made of a metal strip having a predetermined width, and the rear end portions thereof are bent inward at right angles to each other and provided with a receiving wall 8 fixed to the front end edge of the substrate 1, and It has a planar shape in which each front end portion is provided with a positioning wall 9 which is bent outward at a right angle. Further, a connecting plate 10 extending between the compatible wall members 7 and 7 is fixed to the lower surface of the front end portion, and a bottom surface surrounded by the substrate 1 and the connecting plate 10 and the compatible wall members 7 and 7, and the front end of the compatible wall members 7 and 7. Openings 11 and 12 are formed on the front surface of the part.

13は両立壁部材7,7間に嵌合させる押え板で、ベニヤ等
の木板からなり、先端を受止壁8,8に当接衝止させた状
態で前端が開口12から外側へ食み出す大きさのものであ
る。
13 is a holding plate to be fitted between the compatible wall members 7 and 7, which is made of wood such as veneer, and the front end of which is struck from the opening 12 to the outside with the tip abutted against the receiving walls 8 and 8. It is the size to put out.

このように構成した支持金具の使用について説明する。
第4図、5図に示すようコンクリートの型枠としてのサ
イドパネル6,6を一定の間隔を離して配置するにあた
り、第2図に示すようにコンクリートの地盤上の相対向
する適宜位置に支持金具を配し、各支持金具の両立壁部
材7,7間に押え板13を嵌合させ、その先端を受止壁8,8に
衝止させ、つなぎ板10の内側と外側で両立壁部材7,7で
囲まれる部分の押え板13に複数本のコンクリート釘14を
打ち込み地盤15に打ち付けて各支持金具を固定させる。
そして、受板4の垂直片4bと螺子杆2の間にサイドパネ
ル6の底辺6aを挟んで支持させ、ナツト3を回動させる
ことによりサイドパネル6の高さを調節する。さらに支
持金具の左右両側でサイドパネル6の下方隙間から打ち
込んだコンクリートが外に流出しないようにするため
に、前記立壁部材7の側壁と位置決め壁9とで桟木16の
端部を衝止させ、配置する。これによりコンクリートが
桟木16を外方に押しても、桟木16は両端を位置決め壁9
により止められ、動くことはない。しかも、サイドパネ
ル6がコンクリートにより押されても固定される押え板
13前端面で受止壁8,8を受けるので、支持金具全体が移
動することもない。そして、型枠内に流し込んだコンク
リートが硬化した後に、押え板13をバールでこじるなど
して取除いてやればそれに伴い、コンクリート釘14,14
…が抜けるので簡単に抜脱作業ができ、しかも一対の立
壁部材7,7は勿論基板1を変形や損傷が全くない無疵の
ままで支持金具を取外すことができるので、押え板13の
みを取り換えれば支持金具を繰返し再使用に供すること
ができる。
The use of the support fitting thus configured will be described.
When arranging the side panels 6, 6 as concrete formwork with a certain distance as shown in Figs. 4 and 5, they are supported at appropriate positions facing each other on the concrete ground as shown in Fig. 2. Disposing the metal fittings, fitting the holding plate 13 between the compatible wall members 7, 7 of each supporting metal fitting, and the end of the pressing plate 13 is made to strike against the receiving walls 8, 8, and the compatible wall members inside and outside the connecting plate 10. A plurality of concrete nails (14) are driven into the holding plate (13) surrounded by 7,7 and driven into the ground (15) to fix the respective support fittings.
Then, the bottom side 6a of the side panel 6 is sandwiched between the vertical piece 4b of the receiving plate 4 and the screw rod 2 to be supported, and the nut 3 is rotated to adjust the height of the side panel 6. Furthermore, in order to prevent the concrete that has been driven in from the lower gap of the side panel 6 on both the left and right sides of the support metal from flowing out, the side wall of the standing wall member 7 and the positioning wall 9 are used to stop the ends of the piers 16, Deploy. As a result, even if the concrete pushes the pier 16 outwards, the pier 16 has both ends positioned on the positioning wall 9
It is stopped by and does not move. Moreover, a holding plate that is fixed even if the side panel 6 is pushed by concrete.
13 Since the receiving walls 8 and 8 are received by the front end face, the entire support fitting does not move. Then, after the concrete poured into the formwork is hardened, if the pressing plate 13 is removed by prying it with a bar, the concrete nails 14, 14
... can be removed easily, and the pair of standing wall members 7 and 7 can of course be removed without any deformation or damage to the substrate 1, and the support metal can be removed. Therefore, only the holding plate 13 can be removed. If replaced, the support fitting can be reused repeatedly.

〔考案の効果〕[Effect of device]

以上に述べたように本考案のコンクリート型枠のサイド
パネル用支持金具は、特にコンクリート打込後の支持金
具の取外しが押え板を取除くことでコンクリート針が簡
単に抜脱できるので、能率よく支持金具並びに型枠の取
外し作業ができ、しかも変形や損傷を起こさせることな
く無疵のままで支持金具の取外しができるので、繰返し
再使用に供することができ、経済性の面で大きな利点を
持つものである。
As described above, the concrete panel side panel support metal fittings of the present invention can be efficiently removed, especially when the support metal fittings are removed after the concrete has been poured, because the concrete needles can be easily removed by removing the holding plate. It is possible to remove the support metal fittings and formwork, and it is possible to remove the support metal fittings without any deformation or damage without scratches, so that they can be reused repeatedly, which is a great economic advantage. To have.

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

図は本考案のコンクリート型枠のサイドパネル用支持金
具の一実施例に係わるもので、第1図は支持金具の斜視
図、第2図は支持金具の使用状態を示す斜視図、第3図
は同断面図、第4図は型枠をコンクリート上面に固定し
た状態を示す側面図、第5図は同正面図である。 1…基板、2…螺子杆、3…ナツト、4…受板、7,7…
立壁部材、8,8…受止壁、10…つなぎ板、11,12…開口。
FIG. 1 relates to an embodiment of a side panel support fitting for a concrete formwork of the present invention. FIG. 1 is a perspective view of the support fitting, FIG. 2 is a perspective view showing a usage state of the support fitting, and FIG. Is a sectional view of the same, FIG. 4 is a side view showing a state in which the mold is fixed to the concrete upper surface, and FIG. 5 is a front view of the same. 1 ... Substrate, 2 ... Screw rod, 3 ... Nut, 4 ... Support plate, 7,7 ...
Standing wall member, 8, 8 ... Retaining wall, 10 ... Connecting plate, 11, 12 ... Opening.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】水平な基板上面に螺子杆を立設し、該螺子
杆に高さ調節用のナットを螺合すると共にL字状の受板
を遊嵌して前記ナツト上面に載置し、前記基板の一端両
側に該基板と略同一水平面上で一定の間隔を離し後端部
に互いに内側を向く受止壁を設けた一対の帯板状の立壁
部材を配置し、該各立壁部材の後端受止壁側を前記基板
に固着し、前端側下面に両立壁部材間に亘るつなぎ板を
固着して両立壁部材間の底面並びに該部材の前端部前面
を開口せしめたことを特徴とするコンクリート型枠のサ
イドパネル用支持金具
1. A screw rod is erected on a horizontal substrate upper face, a nut for height adjustment is screwed onto the screw rod, and an L-shaped receiving plate is loosely fitted and placed on the upper face of the nut. A pair of strip-plate-shaped standing wall members provided with receiving walls facing inward at their rear end portions on both sides of one end of the substrate at regular intervals on substantially the same horizontal plane as the substrate, and each standing wall member. The rear end receiving wall side is fixed to the substrate, and the connecting plate extending between the compatible wall members is fixed to the lower surface of the front end side to open the bottom surface between the compatible wall members and the front end front surface of the member. Supporting bracket for side panel of concrete formwork
JP3602690U 1990-04-02 1990-04-02 Support bracket for concrete formwork side panel Expired - Lifetime JPH076364Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3602690U JPH076364Y2 (en) 1990-04-02 1990-04-02 Support bracket for concrete formwork side panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3602690U JPH076364Y2 (en) 1990-04-02 1990-04-02 Support bracket for concrete formwork side panel

Publications (2)

Publication Number Publication Date
JPH03126962U JPH03126962U (en) 1991-12-20
JPH076364Y2 true JPH076364Y2 (en) 1995-02-15

Family

ID=31541897

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3602690U Expired - Lifetime JPH076364Y2 (en) 1990-04-02 1990-04-02 Support bracket for concrete formwork side panel

Country Status (1)

Country Link
JP (1) JPH076364Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100392174B1 (en) * 2000-11-17 2003-07-22 동영금속 주식회사 A spacer for panel

Also Published As

Publication number Publication date
JPH03126962U (en) 1991-12-20

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