JP2506948Y2 - Auxiliary panel support member for concrete construction - Google Patents
Auxiliary panel support member for concrete constructionInfo
- Publication number
- JP2506948Y2 JP2506948Y2 JP6043890U JP6043890U JP2506948Y2 JP 2506948 Y2 JP2506948 Y2 JP 2506948Y2 JP 6043890 U JP6043890 U JP 6043890U JP 6043890 U JP6043890 U JP 6043890U JP 2506948 Y2 JP2506948 Y2 JP 2506948Y2
- Authority
- JP
- Japan
- Prior art keywords
- auxiliary panel
- mounting plate
- plate
- concrete formwork
- groove
- 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 - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】 〈産業上の利用分野〉 本考案は河川の仕切堰やダム等を構築する際に使用さ
れるコンクリート施工用型枠の補助パネル支持部材に関
するもので、詳しくは、不定形に傾斜した土面に隣接し
てコンクリート型枠を組み立て立設する際に、規格寸法
の型枠と土面との間に形成される不定形な空間部分を埋
める補助パネルをコンクリート型枠に連結保持させるた
めに用いる支持部材に関するものである。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to an auxiliary panel supporting member for a concrete construction form used when constructing a partition weir or dam of a river. When a concrete formwork is assembled and erected adjacent to a soil surface that is sloping in a fixed shape, an auxiliary panel that fills the irregular space formed between the standard size formwork and the soil surface is used as the concrete formwork. The present invention relates to a support member used for connecting and holding.
〈従来の技術〉 一般に、第５図に示すように、河川にダムや仕切堰を
構築するためのコンクリート型枠（６）、即ちメタルフ
ォームを組設する際、河川等の対岸面は不定形に傾斜し
ているので、規格寸法のメタルフォーム（６）と傾斜壁
面（Ｅ）との間にメタルフォームでは埋めることの出来
ない大小の空間即ち、同図においてパネル（５）で示し
た空間（Ｓ）が発生する。そこで従来では、この空間
（Ｓ）に縦、横の支持梁を組み立ててこれに所望寸法に
切断した補助パネルを支持させることにより前記空間を
埋めていた。<Prior Art> Generally, as shown in FIG. 5, when a concrete formwork (6) for constructing a dam or a partition weir, that is, a metal foam is built in a river, the opposite surface of the river is an irregular shape. Since it is inclined to, the space between the standard-sized metal foam (6) and the inclined wall surface (E) cannot be filled with metal foam, that is, the space (panel) (5) shown in FIG. S) occurs. Therefore, conventionally, the space is filled by assembling vertical and horizontal support beams in the space (S) and supporting an auxiliary panel cut to a desired size in the space.
〈考案が解決しようとする課題〉 しかしながら、このような補助パネルの支持梁はメタ
ルフォームの支持梁とは別に組立てなければならず、か
つ、傾斜壁面（Ｅ）となっている小さい空間（Ｓ）を確
実に閉塞し、打設コンクリートの圧力に耐えるように強
固なものとしなければならないものであるから、それだ
け人手と時間を必要としコスト高になると共に、支持梁
自体の構築も足場の悪い傾斜土面に対して行うものであ
るから大変面倒である等の問題があった。<Problems to be Solved by the Invention> However, such a support beam for an auxiliary panel must be assembled separately from a metal foam support beam, and a small space (S) having an inclined wall surface (E). Must be firmly closed to withstand the pressure of the poured concrete, which requires manpower and time, which increases the cost, and the construction of the support beam itself also has an unsophisticated slope. There was a problem that it was very troublesome because it was done on the soil surface.
そこで本考案は、このような支持梁を組み立てること
なく、補助パネルを隣接するメタルフォームに簡単にし
かも確実堅固に連結保持させることの出来るようにし、
以って前記した従来課題を解決する事のできる補助パネ
ル支持部材を簡単な構造で提供することを主たる目的と
するものである。Therefore, the present invention enables an auxiliary panel to be easily and securely connected and held to an adjacent metal foam without assembling such a support beam.
Therefore, the main object is to provide an auxiliary panel support member that can solve the above-mentioned conventional problems with a simple structure.
〈課題を解決するための手段〉 上記目的を達成するために、本考案に係る補助パネル
支持部材にあっては、金属等の硬質材料で一体的に形成
された長尺材から成り、断面形状がコンクリート型枠
（６）の側板（７）に隣接して配置される垂直な取付板
（１）と、この取付板（１）の一側面でその上端から補
助パネル（５）の厚み分だけ下がった位置で直角方向に
延設された水平な補助パネル受片（２）と、この補助パ
ネル受片（２）の更に横外方部分に形成された上向きの
溝部（3a）を形成する溝部形成枠（３）と、この溝部
（3a）に嵌入保持された釘打ち可能な素材からなる板材
（４）とによって構成され、前記取付板（１）は前記コ
ンクリート型枠（６）の側板（７）と略同じ厚みに形成
され、かつ該取付板（１）にはコンクリート型枠（６）
の側板（７）に形成されたクリップ挿入穴（８）…と同
形同大でかつ同間隔を隔ててクリップ挿入穴（９）…が
形成されている構造としたものである。<Means for Solving the Problems> In order to achieve the above object, the auxiliary panel support member according to the present invention is made of a long material integrally formed of a hard material such as metal and has a cross-sectional shape. Is a vertical mounting plate (1) arranged adjacent to the side plate (7) of the concrete formwork (6) and one side surface of the mounting plate (1) from the upper end thereof by the thickness of the auxiliary panel (5). A groove portion that forms a horizontal auxiliary panel receiving piece (2) extending in a right angle direction at a lowered position, and an upward groove portion (3a) formed in a lateral outer portion of the auxiliary panel receiving piece (2). It is composed of a forming frame (3) and a plate material (4) made of a nailable material fitted and held in the groove (3a), and the mounting plate (1) is a side plate () of the concrete formwork (6). 7) is formed to have substantially the same thickness as that of 7), and the mounting plate (1) has a concrete formwork. 6)
The same shape and size as the clip insertion holes (8) formed in the side plate (7) and the clip insertion holes (9) are formed at the same intervals.
〈作用〉 上記のごとく構成された支持部材（Ａ）は、第5,6図
に示したように、この取付板（１）をコンクリート型枠
（６）の側板（７）に隣接させて両者のクリップ挿入穴
（８），（９）にメタルフォーム相互間を連結するため
に用いているクリップ（12）を挿入してコンクリート型
枠（６）と連結固定する。そして、空間（Ｓ）に見合う
寸法に切断した補助パネル（５）を補助パネル受片
（２）上に当てつけ、溝部（3a）に埋め込んだ板材
（４）に対して釘（13）を打込んで固定すればよい。こ
れにより簡単に補助パネル（５）をメタルフォーム
（６）における面板（６′）と同一面を形成するように
組み込むことができる。<Operation> As shown in FIGS. 5 and 6, the supporting member (A) constructed as described above is constructed such that the mounting plate (1) is placed adjacent to the side plate (7) of the concrete formwork (6). Clips (12) used for connecting the metal foams to each other are inserted into the clip insertion holes (8) and (9) of (1) to be connected and fixed to the concrete form (6). Then, the auxiliary panel (5) cut to a size corresponding to the space (S) is applied to the auxiliary panel receiving piece (2), and the nail (13) is driven into the plate material (4) embedded in the groove (3a). You can fix it with. This allows the auxiliary panel (5) to be easily assembled so as to form the same surface as the face plate (6 ') of the metal foam (6).
〈実施例〉 以下図面について本考案の実施例を説明する。<Embodiment> An embodiment of the present invention will be described below with reference to the drawings.
第１図乃至第６図は本考案に係る補助パネル支持部材
の一実施例を示すものであって、この支持部材（Ａ）
は、金属等の硬質材料で、例えばアルミの引き抜き型材
とか鉄帯材の溶接等により一体的に形成された長尺材か
ら成り、断面形状が第２図にみられるように、コンクリ
ート型枠（６）の側板（７）に隣接して配置される垂直
な取付板（１）と、この取付板（１）の一側面横外方側
でその上端から補助パネル（５）の厚み分だけ下がった
位置から直角に延設された水平な補助パネル受片（２）
と、この補助パネル受片（２）から更に横外方部分に上
向き開放の溝部（3a）を形成する断面コ字形の溝部形成
枠（３）と、この溝部（3a）に溝部上面からはみ出ない
ように固く嵌入させて外側面から釘（11）によって保持
させた釘打ち可能な角木材からなる板材（４）とによっ
て構成してある。この板材（４）は低発泡樹脂材や合板
等であってもよい。1 to 6 show an embodiment of an auxiliary panel supporting member according to the present invention, which is the supporting member (A).
Is a hard material such as a metal, and is made of a long material integrally formed by, for example, aluminum drawing or welding of iron strip material. As shown in FIG. 2, the concrete form ( The vertical mounting plate (1) arranged adjacent to the side plate (7) of 6), and one side laterally outward of the mounting plate (1) are lowered from the upper end thereof by the thickness of the auxiliary panel (5). Horizontal auxiliary panel receiving piece (2) extending at a right angle from the vertical position
And a groove portion forming frame (3) having a U-shaped cross section for forming an upwardly opening groove portion (3a) further outward from the auxiliary panel receiving piece (2), and the groove portion (3a) does not protrude from the groove upper surface. And a plate member (4) made of square lumber capable of being nailed, which is firmly fitted and held from the outside by a nail (11). The plate material (4) may be a low-foam resin material, plywood, or the like.
該溝部（3a）に嵌入保持させる板材（４）は溝部（3
a）にかち込み保持させたり、接着剤で接着保持させた
りする手段によって固定しても良いが、第２図に示すよ
うに釘（11）によって溝部（3a）に固定しておくのが最
も容易であって確実である。そのために予め溝部（3a）
の外側面又は底面を形成する溝部形成枠（３）に釘打ち
込み用の穴（10）を形成しておくのがよい。The plate member (4) fitted and held in the groove portion (3a) has a groove portion (3
It may be fixed by means of holding it in a) or holding it with an adhesive, but it is best to fix it in the groove (3a) with a nail (11) as shown in FIG. Easy and certain. Therefore, the groove (3a)
It is preferable to form a nail driving hole (10) in the groove forming frame (3) forming the outer side surface or the bottom surface of the groove.
また、該溝部（3a）を形成する溝部形成枠（３）の内
面側に鋸歯状その他の小突条を形成しておくと板材
（４）の保持をより一層確実にできる。Further, if a serrated or other small protrusion is formed on the inner surface side of the groove forming frame (3) forming the groove (3a), the plate material (4) can be held more reliably.
前記取付板（１）は前記コンクリート型枠（６）の側
板（７）の厚みと略同じ厚みに形成されており、かつ該
取付板（１）にはコンクリート型枠（６）の側板（７）
に形成されているクリップ挿入穴（８）…と同形・同大
・同間隔でリップ挿入穴（９）…を形成してある。The mounting plate (1) is formed to have substantially the same thickness as the side plate (7) of the concrete formwork (6), and the mounting plate (1) has a side plate (7) of the concrete formwork (6). )
The lip insertion holes (9) are formed in the same shape, the same size, and at the same intervals as the clip insertion holes (8) formed in.
ここでいうコンクリート型枠（６）は一般に広く使用
されているメタルフォームを含めた全ての型枠を包括指
称するものである。The concrete formwork (6) referred to here is a generic name for all formwork including metal foam which is generally widely used.
上記のごとく構成された支持部材（Ａ）は、第５図の
ようにコンクリート型枠（６）と傾斜壁面（Ｅ）との間
に不定形な空間（Ｓ）が残存するのでこの空間（Ｓ）を
補助パネル（５）で埋めるときにこの補強パネル（５）
の立設形成のために使用される。In the support member (A) configured as described above, an irregular space (S) remains between the concrete formwork (6) and the inclined wall surface (E) as shown in FIG. ) Is filled with the auxiliary panel (5), this reinforcing panel (5)
Used for standing formation of
使用に当たって、第６図に拡大して示したように支持
部材（Ａ）の取付板（１）をコンクリート型枠（６）の
側板（７）に隣接させて両者のクリップ挿入穴（８），
（９）にクリップ（12）を挿入して連結固定する。この
時、支持部材（Ａ）の取付板（１）の厚みがコンクリー
ト型枠の側板（７）と略同じ厚みに形成されているか
ら、コンクリート型枠同士を連結するのに使用されてい
るクリップ（12）をそのまま利用することが出来る。In use, the mounting plate (1) of the supporting member (A) is placed adjacent to the side plate (7) of the concrete formwork (6) as shown in the enlarged view of FIG.
Insert the clip (12) into (9) and fix them together. At this time, since the mounting plate (1) of the supporting member (A) is formed to have substantially the same thickness as the side plate (7) of the concrete form, the clip used for connecting the concrete forms to each other. (12) can be used as is.
次いで所望の寸法に切断した補助パネル（５）を補助
パネル受片（２）上に当てつけ、釘（13）を溝部（3a）
に埋め込んだ板材（４）に対して打込んで固定する。こ
のようにすることによって、簡単に補助パネル（５）の
コンクリート受面をコンクリート型枠（６）の面板
（６′）と同一の面上に位置させて組み込むことができ
る。Next, the auxiliary panel (5) cut to a desired size is applied to the auxiliary panel receiving piece (2), and the nail (13) is cut into the groove (3a).
The plate material (4) embedded in is fixed by being driven. By doing so, the concrete receiving surface of the auxiliary panel (5) can be easily positioned and incorporated on the same surface as the face plate (6 ') of the concrete form (6).
尚、このとき第６図に示すように補助パネル（５）の
傾斜壁面（Ｅ）側の端部を受ける受材（14）を壁面にア
ンカー止め等してこれに釘打ち等の固定手段により固定
するようにしておくと良い。At this time, as shown in FIG. 6, a receiving material (14) for receiving the end portion of the auxiliary panel (5) on the side of the inclined wall surface (E) is anchored to the wall surface or the like and fixed to this by a fixing means such as nailing. It is good to fix it.
また、第５図における右側部分において本考案にいう
支持部材（Ａ）を用いる場合には、該支持部材（Ａ）の
天地を逆にして第６図に示したようにコンクリート型枠
（６）と連結して用いればよいことは容易に理解出来る
であろう。When the support member (A) according to the present invention is used in the right side portion of FIG. 5, the top and bottom of the support member (A) are turned upside down and the concrete form (6) is used as shown in FIG. It can be easily understood that it can be used by connecting with.
〈考案の効果〉 上記の記載から既に明らかなように、本考案の支持部
材は、コンクリート型枠の側板に隣接して配置される垂
直な取付板と、この取付板の一側面側でその上端から補
助パネルの厚み分だけ下がった位置で直角に延設された
水平な補助パネル受片と、この補助パネル受片の更に一
側方側に上向きの溝部を形成する溝部形成部を形成し、
この溝部に嵌入保持された釘打ち可能な素材からなる板
材とによって構成され、前記取付板は前記コンクリート
型枠の側板と略同じ厚みに形成され、かつ取付板にはコ
ンクリート型枠の側板に形成されたクリップ挿入穴と同
じ間隔をあけて同形同大のクリップ挿入穴が形成されて
いる構造としたから、支持部材の取付板をコンクリート
型枠の側板にクリップにより両者を連結固定させて、所
要の寸法に切断した補助パネルを補助パネル受片上にお
いて釘打ち固定することにより、簡単にしかも堅固に補
助パネルをコンクリート型枠の面板と同一面上に位置す
るように組み付けることができ、これにより従来のよう
に、わざわざ補助パネルの組み付けのための支持梁を構
築するような繁雑な作業を省略することが出来ると共
に、支持部材の取付板の厚みがコンクリート型枠の側板
と略同じ厚みで形成されているから、コンクリート型枠
同士を連結するのに使用されているクリップを使用して
連結立設することが出来て便利である等の顕著な効果が
ある。<Effect of the Invention> As is clear from the above description, the supporting member of the present invention includes a vertical mounting plate disposed adjacent to the side plate of the concrete formwork, and an upper end on one side of the mounting plate. From the horizontal auxiliary panel receiving piece extending at a right angle at a position lowered by the thickness of the auxiliary panel, and forming a groove forming portion for forming an upward groove on one side of the auxiliary panel receiving piece,
It is configured by a plate material made of a nailable material that is fitted and held in the groove, the mounting plate is formed to have substantially the same thickness as the side plate of the concrete formwork, and the mounting plate is formed on the side plate of the concrete formwork. Since the clip insertion holes of the same shape and size are formed at the same intervals as the clip insertion holes formed, the mounting plate of the support member is connected and fixed to the side plate of the concrete formwork by clips, By nailing the auxiliary panel cut to the required size on the auxiliary panel receiving piece, it is possible to easily and firmly assemble the auxiliary panel so that it is located on the same plane as the face plate of the concrete formwork. It is possible to omit the complicated work of constructing a support beam for assembling the auxiliary panel as in the conventional case, and mounting the support member. Since the thickness of the concrete formwork is approximately the same as the side plate of the concrete formwork, it is convenient to be able to use the clips used to connect the concrete formwork to the standing connection. It has a remarkable effect.
第１図は本考案に係る補助パネル支持部材の分解斜視
図、第２図は横断面図、第３図は長さ方向に直立させた
状態の側面図、第４図は長さ方向に直立させた状態の正
面図、第５図は河川にコンクリート型枠を組成した状態
を示す説明図、第６図は第５図におけるVI−VI線断面図
である。 図中（Ａ）は支持部材、（１）は支持部材の取付板、
（２）は補助パネル受片、（３）は溝部形成部、（3a）
は溝部、（４）は板材、（５）は補助パネル、（６）は
コンクリート型枠、（７）はコンクリート型枠の側板、
（８），（９）はクリップ挿入穴、（12）はクリップを
示す。FIG. 1 is an exploded perspective view of an auxiliary panel supporting member according to the present invention, FIG. 2 is a cross-sectional view, FIG. 3 is a side view in a state where it is upright in the longitudinal direction, and FIG. 4 is upright in the longitudinal direction. FIG. 5 is an explanatory view showing a state where a concrete formwork is formed in a river, and FIG. 6 is a sectional view taken along line VI-VI in FIG. In the figure, (A) is a support member, (1) is a support member mounting plate,
(2) is an auxiliary panel receiving piece, (3) is a groove forming portion, (3a)
Is a groove portion, (4) is a plate material, (5) is an auxiliary panel, (6) is a concrete formwork, (7) is a side plate of the concrete formwork,
(8) and (9) show clip insertion holes, and (12) shows clips.
Claims (1)
尺材から成り、断面形状がコンクリート型枠（６）の側
板（７）に隣接して配置される垂直な取付板（１）と、
この取付板（１）の一側面でその上端から補助パネル
（５）の厚み分だけ下がった位置で直角方向に延設され
た水平な補助パネル受片（２）と、この補助パネル受片
（２）の更に横外方部分に形成された上向きの溝部（3
a）を形成する溝部形成枠（３）と、この溝部（3a）に
嵌入保持された釘打ち可能な素材からなる板材（４）と
によって構成され、前記取付板（１）は前記コンクリー
ト型枠（６）の側板（７）と略同じ厚みに形成され、か
つ該取付板（１）にはコンクリート型枠（６）の側板
（７）に形成されたクリップ挿入穴（８）…と同形同大
でかつ同間隔を隔ててクリップ挿入穴（９）…が形成さ
れているコンクリート施工用補助パネル支持部材。1. A vertical mounting plate (1) made of a long material integrally formed of a hard material such as metal and having a cross-sectional shape arranged adjacent to a side plate (7) of a concrete formwork (6). )When,
A horizontal auxiliary panel receiving piece (2) extending in a right angle direction on one side surface of the mounting plate (1) and lowered from the upper end thereof by the thickness of the auxiliary panel (5), and this auxiliary panel receiving piece ( Upward groove (3) formed on the outer side of 2)
a) is formed by a groove forming frame (3) and a plate material (4) made of a nailable material fitted and held in the groove (3a), and the mounting plate (1) is the concrete formwork. The same shape as the side plate (7) of (6), and the same shape as the clip insertion hole (8) formed in the side plate (7) of the concrete formwork (6) on the mounting plate (1). An auxiliary panel support member for concrete construction, which has clip insertion holes (9) ... Of the same size and at the same intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6043890U JP2506948Y2 (en) | 1990-06-07 | 1990-06-07 | Auxiliary panel support member for concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6043890U JP2506948Y2 (en) | 1990-06-07 | 1990-06-07 | Auxiliary panel support member for concrete construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0422516U JPH0422516U (en) | 1992-02-25 |
| JP2506948Y2 true JP2506948Y2 (en) | 1996-08-14 |
Family
ID=31587802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6043890U Expired - Fee Related JP2506948Y2 (en) | 1990-06-07 | 1990-06-07 | Auxiliary panel support member for concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2506948Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20220010301A (en) * | 2020-07-17 | 2022-01-25 | 김동산 | Deck panel for Euroform |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6005570B2 (en) * | 2013-03-28 | 2016-10-12 | Ｊｆｅ建材株式会社 | Sabo dam and its construction method |
-
1990
- 1990-06-07 JP JP6043890U patent/JP2506948Y2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20220010301A (en) * | 2020-07-17 | 2022-01-25 | 김동산 | Deck panel for Euroform |
| KR102477121B1 (en) * | 2020-07-17 | 2022-12-12 | 김동산 | Deck panel for Euroform |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0422516U (en) | 1992-02-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |