JPH0223379Y2 - - Google Patents

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Publication number
JPH0223379Y2
JPH0223379Y2 JP7380385U JP7380385U JPH0223379Y2 JP H0223379 Y2 JPH0223379 Y2 JP H0223379Y2 JP 7380385 U JP7380385 U JP 7380385U JP 7380385 U JP7380385 U JP 7380385U JP H0223379 Y2 JPH0223379 Y2 JP H0223379Y2
Authority
JP
Japan
Prior art keywords
flat plate
hexagonal
plate
concrete formwork
concrete
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
JP7380385U
Other languages
Japanese (ja)
Other versions
JPS61188804U (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 JP7380385U priority Critical patent/JPH0223379Y2/ja
Publication of JPS61188804U publication Critical patent/JPS61188804U/ja
Application granted granted Critical
Publication of JPH0223379Y2 publication Critical patent/JPH0223379Y2/ja
Expired 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、同一形状、同一大きさのものを多数
列・多段に並置・積上げ連結して所要面積のコン
クリート打設面を組付け形成する所のコンクリー
ト型枠のうち、前記の並置方向並びに積上げ方向
の何れにも直線状の連続目地を形成しないで済
み、それ故に打設コンクリートの側圧荷重を合理
的に分散させて、連結ピンや支保部材に対する負
担を軽減し、型枠組付け作業の簡略化、能率化、
工費の低減化等に寄与するといつた効果のある正
六角形又は略正六角形のコンクリート型枠を組付
け固定して使用する場合において、その水平組付
け方向端部に連結して用いられる端部コンクリー
ト型枠に関する。詳しくは、正六角形又は略正六
角形の扁平板の外縁全周に、前記扁平板の板面に
対して垂直な姿勢で重合固定用周側板が固着連設
されている六角コンクリート型枠の複数個を組付
け固定した状態において、その水平組付け方向端
部に形成される凹凸を填め、かつ外端辺を一直線
状に仕舞処理するための端部コンクリート型枠に
関する。
[Detailed description of the invention] <Industrial field of application> This invention involves assembling and forming a concrete pouring surface of a required area by arranging, stacking and connecting multiple concretes of the same shape and size in multiple rows and stages. There is no need to form continuous straight joints in either the above-mentioned juxtaposition direction or stacking direction in the concrete formwork at the site. Reduces the burden on components, simplifies and streamlines formwork assembly work,
End concrete used by connecting to the horizontal assembly direction ends of regular hexagonal or approximately regular hexagonal concrete formwork, which is effective in contributing to reductions in construction costs, when assembled and fixed. Regarding formwork. Specifically, a plurality of hexagonal concrete formworks in which circumferential side plates for overlapping and fixing are fixed and continuous around the entire outer edge of a regular hexagonal or approximately regular hexagonal flat plate in a posture perpendicular to the plate surface of the flat plate. The present invention relates to an end concrete formwork for filling in irregularities formed at the ends in the horizontal assembly direction and finishing the outer edges in a straight line when the concrete is assembled and fixed.

〈従来の技術〉 上記したような六角コンクリート型枠は、本考
案者が先に開発し、特公昭58−51807号公報等で
みられるように既に開示されかつ実用にも供され
ている。然し乍ら、現在までの所では、六角コン
クリート型枠を多数列・多段に並置・積上げ連結
した場合、その水平方向端部に形成される凹凸を
填め、かつ外端辺を一直線状に仕舞処理するため
の専用の端部型枠が開発されて居らず、その端部
仕舞処理手段としては、第8図で示すように、六
角コンクリート型枠3を一つの対角線に沿つて二
等分切断した形の台形コンクリート型枠06を別
途準備し、この台形コンクリート型枠06を六角
コンクリート型枠3にて形成される凹部内に嵌め
込み連結するとともに、この台形コンクリート型
枠06及び六角コンクリート型枠3の外側辺に上
下方向に一直線状の支柱部材07を当て付け固定
連結する手段が採られていたのである。
<Prior Art> The hexagonal concrete formwork as described above was first developed by the inventor of the present invention, and has already been disclosed and put into practical use as seen in Japanese Patent Publication No. 58-51807. However, to date, when hexagonal concrete formwork is arranged side by side or stacked in multiple rows or stages and connected, it is necessary to fill in the unevenness formed at the horizontal ends and to finish the outer edges in a straight line. A dedicated end formwork has not been developed, and as a means for finishing the end part, a hexagonal concrete formwork 3 cut into two halves along one diagonal line is used as a means for finishing the ends. A trapezoidal concrete formwork 06 is prepared separately, and this trapezoidal concrete formwork 06 is fitted into the recess formed by the hexagonal concrete formwork 3 and connected, and the outside edges of this trapezoidal concrete formwork 06 and the hexagonal concrete formwork 3 are A method was adopted in which a linear support member 07 was applied in the vertical direction to fixedly connect the support member 07.

〈考案が解決しようとする問題点〉 上記の如き従来の端部処理手段による時は、六
角コンクリート型枠の上下間に形成される所の、
六角形の二等分形状に相当する凹部を填める前記
台形コンクリート型枠と上下方向の通し柱となる
支柱部材といつた二種の端部処理部材を製作準備
する必要があるばかりでなく、現場での部材どう
しの固定連結数が多くなり、それだけ作業性の悪
い工事になる難点があつた。
<Problems to be solved by the invention> When using the conventional edge treatment method as described above, the area formed between the top and bottom of the hexagonal concrete formwork,
Not only is it necessary to manufacture and prepare two types of end treatment members: the trapezoidal concrete form that fills the recess corresponding to the hexagonal bisect shape, and the support member that will serve as the vertical column, but it is also necessary to prepare the two types of end treatment members on-site. The problem was that the number of fixed connections between parts increased, making the work that much more difficult.

〈問題点を解決するための手段〉 本考案はかかる実情に鑑み、単一部材のみの連
結にて凹部の填装と上下通し柱の形成とが可能
で、六角型枠組付けに伴なう端部処理を非常に作
業性良く行なえる端部コンクリート型枠を提供す
る点に目的を有し、この目的を達成するために本
考案に係る端部コンクリート型枠は、前記六角コ
ンクリート型枠における六角扁平板を1つの対角
線に沿つて二等分切断した形の板部分の前記切断
縁側に、前記切断対角線長さに前記六角扁平板の
一辺長さを加えた長さ及び適当幅を有する長方形
の板部分を一連一体化した扁平板、又は、それを
二等分した扁平板、若しくは、それの二つを連設
した扁平板の全外周縁に、該扁平板の板面に対し
て垂直な姿勢で固定用周側板を固着連設したとい
う構成に特徴を有するものである。
<Means for Solving the Problems> In view of the above circumstances, the present invention makes it possible to fill a recess and form a vertical through column by connecting only a single member, and eliminates the need for the end portions required when assembling a hexagonal frame. The purpose is to provide an end concrete formwork that can be processed with very good workability, and in order to achieve this purpose, the end concrete formwork according to the present invention has a hexagonal flattened shape in the hexagonal concrete formwork. A rectangular plate having a length equal to the length of the cut diagonal line plus the length of one side of the hexagonal flat plate and an appropriate width on the cut edge side of a plate portion in which a flat plate is cut into two equal parts along one diagonal line. A flat plate made by integrating a series of parts, a flat plate made by dividing it into two parts, or a flat plate made by connecting two parts, has a posture perpendicular to the surface of the flat plate on the entire outer periphery of the flat plate. The structure is characterized by the fixed circumferential side plate being fixed and continuous.

〈作用〉 上記のような特徴構成を有する本考案に係る端
部コンクリート型枠は、六角コンクリート型枠を
多数列・多段に並置・積上げ連結して所要面積の
コンクリート打設面を組付け形成した状態におい
て、その水平方向の端部で上下の六角コンクリー
ト型枠間に形成される凹部内に前記二等分切断形
の板部分が嵌め込まれる状態で複数個のものを上
下方向に積架し、かつそれらの周側板を介して上
下相互に、また、六角コンクリート型枠に固定連
結することによつて、外端辺が上下一直線状に仕
舞処理されたコンクリート打設面を形成するよう
に用いられるのである。
<Function> The end concrete formwork according to the present invention having the above-mentioned characteristic configuration is formed by assembling and connecting hexagonal concrete formworks in multiple rows and stages in parallel, stacked and connected to form a concrete pouring surface of the required area. In this state, a plurality of pieces are stacked vertically with the bisected plate part fitted into the recess formed between the upper and lower hexagonal concrete forms at the horizontal end thereof, By fixedly connecting the upper and lower sides to each other via their circumferential side plates and to the hexagonal concrete formwork, it is used to form a concrete pouring surface whose outer edges are finished in a straight line up and down. It is.

〈実施例〉 以下本考案の一実施例を図面に基づいて詳述す
る。
<Example> An example of the present invention will be described below in detail based on the drawings.

第1図及び第2図において、3は六角コンクリ
ート型枠であつて、これは正六角形の扁平板1の
外縁全周に、該扁平板1の板面に対して垂直な姿
勢で重合固定用周側板2を折曲げ加工にて一体に
固着連設して構成されたものであり、前記周側板
2には固定連結用のボルト孔2aが形成されてい
る。6は端部コンクリート型枠であつて、これは
前記六角コンクリート型枠3における正六角形の
扁平板1を1つの対角線に沿つて二等分切断した
形の台形板部分4aと、前記切断対角線長さl1
前記正六角形扁平板1の一辺の長さl2を加えた長
さ(l=l1+l2)及び適当幅hを有する長方形の
板部分4bとを、前記台形板部分4aの前記切断
縁側においてその切断縁長手方向の二等分位置を
対称の中心として回転対称形の状態に一連一体化
した扁平板4を有するとともに、この扁平板4の
全外周縁に、該扁平板4の板面に対して垂直な姿
勢でかつ前記六角コンクリート型枠3における周
側板2と同一突出代の固定用周側板5を一体に固
着連設して構成されたものであつて、その周側板
5には固定用連結用ボルト5aが形成されてい
る。
In FIGS. 1 and 2, 3 is a hexagonal concrete formwork, which is placed around the entire outer edge of a regular hexagonal flat plate 1 in a position perpendicular to the surface of the flat plate 1 for superimposition and fixing. The peripheral side plate 2 is formed by bending the peripheral side plate 2 so as to be integrally fixed and continuous, and the peripheral side plate 2 is formed with bolt holes 2a for fixed connection. Reference numeral 6 denotes an end concrete formwork, which includes a trapezoidal plate portion 4a obtained by cutting the regular hexagonal flat plate 1 of the hexagonal concrete formwork 3 into two halves along one diagonal line, and a length of the cut diagonal line. A rectangular plate portion 4b having a length l 1 plus the length l 2 of one side of the regular hexagonal flat plate 1 (l = l 1 + l 2 ) and an appropriate width h, and a rectangular plate portion 4b having an appropriate width h. On the cut edge side, there is a flat plate 4 integrated in a series in a rotationally symmetrical state with the center of symmetry being bisected in the longitudinal direction of the cut edge, and on the entire outer periphery of the flat plate 4. It is constructed by integrally fixing circumferential side plates 5 that are perpendicular to the plate surface of the hexagonal concrete formwork 3 and have the same protrusion as the circumferential side plates 2 of the hexagonal concrete formwork 3, and the circumferential side plates 5 is formed with a fixing connection bolt 5a.

第3図は前記六角コンクリート型枠3を多数
列・多段に並置・積上げするとともに、各周側板
2どうしをボルト・ナツト8を介して固定連結す
ることによつて所要面積のコンクリート打設面を
組付け形成した状態であり、その組付け方向の端
部において前記の端部コンクリート型枠6を前述
〈作用〉の項で説明した通り上下に複数個、組付
け連結することにより、上下一直線状の外端辺を
有し、かつ、端部支保支柱を兼用する状態の端部
仕舞処理を施すのである。
FIG. 3 shows that the hexagonal concrete formwork 3 is arranged and stacked in multiple rows and stages, and the peripheral side plates 2 are fixedly connected to each other via bolts and nuts 8 to cover the required area of concrete pouring surface. It is in the assembled and formed state, and by assembling and connecting a plurality of the above-mentioned end concrete forms 6 vertically at the ends in the assembly direction as explained in the <Operation> section above, a vertical straight line is formed. It has an outer end side of , and is treated to close the end so that it also serves as an end support column.

第4図乃至第7図は夫々端部コンクリート型枠
6の変形例を示すものであつて、第4図に示すも
のは、前記扁平板4を構成する長方形の板部分4
bを二等分切断形の板部分4aに対して、その切
断縁長手方向の一方にのみ偏寄らせて一連一体化
したもの、第5図に示すものは前記第1図及び第
2図で示す扁平板4を二等分した扁平板4′の全
外周縁に前記周側板5を固着連設した2分の1形
のもの、第6図に示すものは前記扁平板4の二つ
が上下に一体連設された扁平板4″の全外周縁に
周側板5を固着連設した2連形のもの、また第7
図に示すものは第4図で示す偏寄り型式のものの
二つを上下に一体連設した2連偏寄り型式のもの
である。更に、上記何れの形態のものにあつて
も、仮想線で示す如く適宜補強リブ9を設けて強
度アツプを図つても良いのはもちろんである。
4 to 7 show modified examples of the end concrete formwork 6, and the one shown in FIG. 4 shows the rectangular plate portion 4 constituting the flat plate 4.
The one shown in FIG. 5 is one in which the cut edge of the plate portion 4a, which is cut into two halves, is biased toward only one side in the longitudinal direction, and is integrated in a series, as shown in FIGS. 1 and 2. The flat plate 4 shown in FIG. 6 is divided into two halves, and the circumferential side plate 5 is fixedly connected to the entire outer periphery of the flat plate 4'. A double type in which a circumferential side plate 5 is fixedly connected to the entire outer periphery of a flat plate 4″ that is integrally connected to the
The one shown in the figure is of a double offset type, in which two of the offset type shown in FIG. 4 are integrally connected one above the other. Furthermore, in any of the above embodiments, reinforcing ribs 9 may be appropriately provided as shown by imaginary lines to increase the strength.

〈考案の効果〉 以上詳述したことからも既に理解されるよう
に、本考案に係る端部コンクリート型枠は、直線
状の連続目地を形成しない状態の組付け姿勢が得
られることから、力学的にも、作業性の面でも既
述の如く非常に優れた実用効果が期待できる六角
コンクリート型枠を使用して組立型枠を構成した
際にその水平組付け方向の端部に不可避的に形成
される凹凸を填めて上下一直線状の外端辺を現出
するための部材と、端部に位置する型枠群を受止
め支持するための上下通し柱とを兼用するのであ
り、従つて、既記従来例との比較において端部処
理部材の種類数が1つで済み、現場における部材
管理が容易であるとともに、固定連結数も少なく
なり、全体として作業性を著しく向上できるに至
つたのである。
<Effects of the invention> As can be understood from the detailed description above, the end concrete formwork according to the invention can be assembled in a state in which continuous straight joints are not formed. In terms of workability, when assembling formwork is constructed using hexagonal concrete formwork, which can be expected to have very excellent practical effects as mentioned above, unavoidable damage occurs at the ends in the horizontal assembly direction. It serves both as a member for filling the formed unevenness and revealing a vertically straight outer edge, and as a vertical through-post for receiving and supporting the formwork group located at the end. Compared to the conventional example described above, only one type of end treatment member is required, making it easier to manage the parts on site, and reducing the number of fixed connections, resulting in a significant improvement in overall work efficiency. be.

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

第1図及び第2図は本考案の一実施例を示し、
第1図は分離状態の一部切欠き斜視図、第2図は
組付け状態の一部切欠き正面図、第3図は型枠組
立状態の要部の正面図、第4図乃至第7図は夫々
変形例を示す斜視図、第8図は従来の端部処理手
段を示す要部の正面図である。 3は六角コンクリート型枠、4aは台形板部
分、4bは長方形板部分、4,4′,4″は扁平
板、5は周側板である。
1 and 2 show an embodiment of the present invention,
Fig. 1 is a partially cutaway perspective view in the separated state, Fig. 2 is a partially cutaway front view in the assembled state, Fig. 3 is a front view of the main parts of the formwork in the assembled state, and Figs. Each figure is a perspective view showing a modified example, and FIG. 8 is a front view of a main part showing a conventional end processing means. 3 is a hexagonal concrete formwork, 4a is a trapezoidal plate portion, 4b is a rectangular plate portion, 4, 4', 4'' are flat plates, and 5 is a peripheral side plate.

Claims (1)

【実用新案登録請求の範囲】 正六角形又は略正六角形の扁平板1の外縁全
周に、前記扁平板1の板面に対して垂直な姿勢
で重合固定用周側板2が固着連設されている六
角コンクリート型枠3の複数個を組付け固定し
た状態において、その水平組付け方向端部に形
成される凹凸を填め、かつ外端辺を一直線状に
仕舞処理するための端部コンクリート型枠であ
つて、前記六角コンクリート型枠3における六
角扁平板1を1つの対角線に沿つて二等分切断
した形の板部分4aの前記切断側縁に、前記切
断対角線長さに前記六角扁平板1の一辺長さを
加えた長さ及び適当幅を有する長方形の板部分
4bを一連一体化した扁平板4、又は、それを
二等分した扁平板4′若しくは、それの二つを
連設した扁平板4″の全外周縁に、該扁平板4,
4′、又は4″の板面に対して垂直な姿勢で固定
用周側板5を固着連設してあることを特徴とす
る端部コンクリート型枠。 前記扁平板4又は4″が、その長手方向の二
等分位置を中心とする回転対称形に構成されて
いる実用新案登録請求の範囲第項に記載の端
部コンクリート型枠。
[Claims for Utility Model Registration] A circumferential side plate 2 for overlapping and fixing is fixedly and continuously attached to the entire outer edge of a regular hexagonal or substantially regular hexagonal flat plate 1 in a posture perpendicular to the plate surface of the flat plate 1. When a plurality of hexagonal concrete forms 3 are assembled and fixed, an end concrete form is used to fill in irregularities formed at the ends in the horizontal assembly direction and to finish the outer edges in a straight line. The hexagonal flat plate 1 is attached to the cut side edge of the plate portion 4a obtained by cutting the hexagonal flat plate 1 in the hexagonal concrete formwork 3 into two halves along one diagonal line, and the hexagonal flat plate 1 is attached to the length of the cut diagonal line. A flat plate 4 made by integrating a series of rectangular plate parts 4b having a length including the length of one side and an appropriate width, or a flat plate 4' which is divided into two parts, or two of them are connected. On the entire outer periphery of the flat plate 4'', the flat plate 4,
An end concrete formwork characterized in that a fixing circumferential side plate 5 is fixed and continuous in a position perpendicular to the plate surface of the flat plate 4' or 4''. The end concrete formwork according to claim 1, which is configured in a rotationally symmetrical form around a bisecting position in the direction.
JP7380385U 1985-05-17 1985-05-17 Expired JPH0223379Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7380385U JPH0223379Y2 (en) 1985-05-17 1985-05-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7380385U JPH0223379Y2 (en) 1985-05-17 1985-05-17

Publications (2)

Publication Number Publication Date
JPS61188804U JPS61188804U (en) 1986-11-25
JPH0223379Y2 true JPH0223379Y2 (en) 1990-06-26

Family

ID=30613503

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7380385U Expired JPH0223379Y2 (en) 1985-05-17 1985-05-17

Country Status (1)

Country Link
JP (1) JPH0223379Y2 (en)

Also Published As

Publication number Publication date
JPS61188804U (en) 1986-11-25

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