JPS6345478Y2 - - Google Patents

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Publication number
JPS6345478Y2
JPS6345478Y2 JP20295283U JP20295283U JPS6345478Y2 JP S6345478 Y2 JPS6345478 Y2 JP S6345478Y2 JP 20295283 U JP20295283 U JP 20295283U JP 20295283 U JP20295283 U JP 20295283U JP S6345478 Y2 JPS6345478 Y2 JP S6345478Y2
Authority
JP
Japan
Prior art keywords
concrete
separator
joint member
end connection
concrete separator
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
JP20295283U
Other languages
Japanese (ja)
Other versions
JPS60105750U (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 JP20295283U priority Critical patent/JPS60105750U/en
Publication of JPS60105750U publication Critical patent/JPS60105750U/en
Application granted granted Critical
Publication of JPS6345478Y2 publication Critical patent/JPS6345478Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、建物の側壁などを打設形成しようと
するコンクリート構造物の肉厚に相当する間隔を
隔てて相対向姿勢に組付けた型枠間に亘つて架け
渡すことによりコンクリート打設時の側圧荷重に
抗して前記対向型枠を引張り支持するところのコ
ンクリートセパレータの端部接続構造で、詳しく
は相隣るコンクリート型枠の重合周辺板間に挾込
み状態に固定可能なコンクリートセパレータ構成
用の扁平板状ジヨイント部材と、前記型枠の内側
において前記ジヨイント部材の端部に形成の接続
部にピンを介して接合可能なコンクリートセパレ
ータ構成用の中間バー並びに、打設コンクリート
面にコンクリートセパレータ端部に対する防錆処
理用凹部を形成するように円錐状又はほぼ円錐状
周壁部の大径側開口周縁を前記コンクリート型枠
の内面に接当させる状態でコンクリートセパレー
タに外嵌保持される有底截頭円錐形又はほぼ円錐
形の端部処理部材とから構成されるコンクリート
セパレータの端部接続構造に関する。
[Detailed description of the invention] This invention is a method of constructing a concrete structure that spans between formworks assembled in opposing positions at intervals corresponding to the wall thickness of the concrete structure into which the side walls of a building are to be poured. This is the end connection structure of the concrete separator that tensilely supports the opposing formwork against the lateral pressure load during concrete pouring. A flat plate-like joint member for constructing a concrete separator that can be fixed; an intermediate bar for constructing a concrete separator that can be joined via a pin to a connecting portion formed at an end of the joint member inside the form; and an intermediate bar for constructing a concrete separator; The outside of the concrete separator is placed in such a manner that the large-diameter opening periphery of the conical or nearly conical peripheral wall is in contact with the inner surface of the concrete formwork so as to form a recess for antirust treatment for the end of the concrete separator on the concrete surface. The present invention relates to an end connection structure for a concrete separator comprising a truncated conical or substantially conical end treatment member that is fitted and held.

この種の接続構造で従来から一般的に採用され
ている構造は、第9図で示すようにコンクリート
型枠01,01の重合周辺板01a,01a間に
挾込み固定された扁平板状ジヨイント部材02を
前記端部処理部材04の底壁部04Cに形成の孔
を通して打設空間の内方にまで延出させてその延
出端部に、中間バー05端部に形成の接続部05
Aに対応する接続部02Aを一体形成し、もつ
て、前記端部処理部材04よりも内方において前
記両接続部02A,05Aをピン03を介して接
合するものであつたが、これによる場合はコンク
リート打設後において前記端部処理部材04によ
り形成される凹部を内外に貫通する状態でジヨイ
ント部材が横断位置することになるので前記凹部
へのモルタル等の充填により打設コンクリート面
をセパレータ使用箇所も含めて全面面一に、かつ
仕上げ表面にセパレータ端縁が露出しないように
体裁良く後処理するためには前記ジヨイント部材
を前記凹部内に位置する部分(第9図のaで矢符
する)において折取る作業が必要であり、その折
取り作業が仲々困難、面倒で全体として後処理の
作業性が非常に悪いといつた欠点があつた。
As shown in FIG. 9, this type of connection structure that has been commonly used is a flat plate joint member that is inserted and fixed between overlapping peripheral plates 01a and 01a of concrete formworks 01 and 01. 02 is passed through a hole formed in the bottom wall part 04C of the end treatment member 04 and extends to the inside of the casting space, and a connecting part 05 formed in the end of the intermediate bar 05 is attached to the extending end.
A connecting portion 02A corresponding to A is integrally formed, and both the connecting portions 02A and 05A are joined via a pin 03 on the inside of the end processing member 04. After concrete is poured, the joint member will be positioned across the recess formed by the end treatment member 04, penetrating both inside and outside, so the surface of the poured concrete can be used as a separator by filling the recess with mortar, etc. In order to post-process the joint member on the entire surface, including the parts, in an aesthetically pleasing manner so that the edges of the separator are not exposed on the finished surface, the joint member must be placed in the part located in the recess (as indicated by the arrow a in Fig. 9). ), which is difficult and troublesome, and overall the workability of post-processing is very poor.

本考案はかかる実情に鑑み、コンクリートセパ
レータ構成用のジヨイント部材及び中間バーに対
する極く簡単な改良をもつて前述のような折取り
作業を要することなく容易かつ迅速に後処理作業
が行なえるコンクリートセパレータの端部接続構
造を提供する点に目的を有する。
In view of these circumstances, the present invention has been developed to provide a concrete separator that can be easily and quickly post-processed without requiring the above-mentioned break-off work, by making extremely simple improvements to the joint members and intermediate bars for constructing the concrete separator. The purpose is to provide an end connection structure.

上記の目的達成のために案出された本考案に係
るコンクリートセパレータの端部接続構造は、コ
ンクリートセパレータを構成する前記ジヨイント
部材の端部接続部とこれに対応する前記中間バー
の端部接続部とを正規の組付状態において前記端
部処理部材の内部空間内で前記ピンを介して接合
ならびに分離自在に構成してある点に特徴構成を
有し、次のような作用効果を期待することができ
るに至つたのである。
The end connection structure of a concrete separator according to the present invention devised to achieve the above object includes an end connection part of the joint member constituting the concrete separator and a corresponding end connection part of the intermediate bar. and are configured such that they can be freely joined and separated via the pin in the internal space of the end treatment member in the normally assembled state, and the following effects are expected. We were able to do this.

つまり、コンクリートセパレータを構成する所
の前記ジヨイント部材と中間バーとのピンを介し
ての端部接合位置を前記端部処理部材の内部空間
内に設定することにより、コンクリート打設後に
おける型枠の解体に伴なつて外方に向かつて開口
する前記端部処理部材の大径側開口部を通じて前
記の内部空間内で前記ピンを抜出すことで前記ジ
ヨイント部材と中間バーとの端部接続を解除し、
即ち、セパレータ構成用の両部材を接合分離する
ことができ、このような操合分離によつて打設コ
ンクリート内に埋設されるコンクリートセパレー
タ部分の端縁を前記端部処理部材で形成される凹
部内に止め、この凹部内にモルタル等を充填する
ことにより所期の体裁良い後処理が行なえるので
ある。
In other words, by setting the end joining position of the joint member and the intermediate bar that constitute the concrete separator via pins in the internal space of the end treatment member, the shape of the formwork after concrete pouring can be adjusted. The end connection between the joint member and the intermediate bar is released by pulling out the pin within the internal space through the large-diameter opening of the end treatment member that opens outward during disassembly. death,
That is, both members for configuring the separator can be joined and separated, and by such operation and separation, the edge of the concrete separator portion to be buried in the poured concrete is formed into the recess formed by the end treatment member. By filling the recess with mortar or the like, post-processing can be performed to give the desired appearance.

従つて、コンクリートセパレータ構成用のジヨ
イント部材及び中間バーの各端部接続部を、前記
端部処理部材の内部空間内で接合できるようにす
るのみの極く簡単な改良を施すことをもつて、従
来必要であつた折取り作業を不要にできて後処理
作業全体を容易かつ能率の良いものにできるに至
つたのである。
Therefore, by making an extremely simple improvement that only allows the joint members and the intermediate bar end connections for constituting the concrete separator to be joined within the internal space of the end treatment member, This eliminates the need for the breaking-off work that was conventionally necessary, making the entire post-processing process easier and more efficient.

以下本考案の実施例を図面に基づいて詳述す
る。
Embodiments of the present invention will be described in detail below based on the drawings.

第1図において1は所要厚さのコンクリート打
設空間を隔てて相対向状態に組付けた組立型枠で
あつて、各々複数個のコンクリート型枠1,1を
それらの周辺板1a,1a同士が重合接当する状
態に積上げて構成されている。6は前記対向組立
型枠1,1間に亘つて所要間隔を隔てて架け渡し
されたコンクリートセパレータであつて、これは
第2図及び第3図で明示の如く各組立型枠1夫々
において相隣るコンクリート型枠1,1の重合周
辺板1a,1a間に挾込まれ、かつピン7を介し
て型枠1,1に係止固定可能な扁平板状ジヨイン
ト部材2と、前記型枠1,1の内側において前記
ジヨイント部材2の内端部に形成の接続孔部2A
にピン3を介して接合可能な中間バー5とから構
成される。4は側面視形状がほぼ橢円形で縦断面
形状において截頭円錐状の周壁部4Aを有し小径
側端部には底壁部4Cを有する端部処理部材であ
つて、これは樹脂の射出成形により一体形成さ
れ、かつその大径側開口周縁4aを前記コンクリ
ート型枠1,1の内面1b,1bに接当させる状
態でコンクリートセパレータ6に外嵌保持させて
用いることにより打設コンクリート面にコンクリ
ートセパレータ端部に対する防錆処理用の凹部を
形成するものである。
In Fig. 1, reference numeral 1 denotes an assembled formwork assembled in a state facing each other across a concrete casting space of a required thickness, in which a plurality of concrete formworks 1, 1 are placed between their peripheral plates 1a, 1a. It is constructed by stacking them in such a way that they overlap and come into contact with each other. Reference numeral 6 denotes a concrete separator which is spanned between the opposing assembly forms 1 and 1 at a required interval, and as shown in FIGS. A flat plate-shaped joint member 2 that is inserted between the overlapping peripheral plates 1a, 1a of adjacent concrete formworks 1, 1 and can be locked and fixed to the formworks 1, 1 via pins 7, and the formwork 1. , 1, a connection hole 2A formed at the inner end of the joint member 2.
and an intermediate bar 5 that can be joined to the base via pins 3. Reference numeral 4 denotes an end processing member having a circumferential wall portion 4A having a substantially oval shape in side view and a truncated conical shape in longitudinal section, and a bottom wall portion 4C at the small diameter side end. It is integrally formed by molding, and is used by being fitted and held on the concrete separator 6 with its large diameter side opening periphery 4a in contact with the inner surfaces 1b, 1b of the concrete forms 1, 1, so that it can be used on the concrete surface to be poured. This is to form a recess for rust prevention treatment at the end of the concrete separator.

上記の各構成要素の組合せから構成される所の
コンクリートセパレータ端部接続構造について以
下説明すると、前記ジヨイント部材2が、これを
ピン7を介して型枠1,1に係止固定した状態に
おいてその端部接続孔部2Aが前記端部処理部材
4の内部空間4B内に突出位置するような長さの
ものに構成されているとともに、前記中間バー5
が、その長手方向視において樋状でかつその相対
向板部5a,5aの上端から外方に夫々帯板片5
b,5bを一体に折曲げ突出させた形状のもので
あつて、長手方向端部には前記ジヨイント部材2
側の接続孔部2Aに対応する接続孔部5Aが前記
相対向板部5a,5aを貫通する状態に形成さ
れ、また前記端部処理部材4の底壁部4Cでそれ
の横幅方向中央位置に対して横一側がわにやや変
位した位置には前記中間バー5の挿通用孔4Dが
形成されている。そして、正規組付状態において
前記孔4Dを挿通して端部処理部材4の内部空間
4B内に挿入された中間バー5の端部接続部5A
と前記ジヨイント部材2の端部接続部2Aとに亘
つて、前記内部空間4B内の広幅側から前記ピン
3を差込むことによつて前記中間バー5とジヨイ
ント部材2とを接合ならびに分離自在に接続して
端部構造を構成したものである。
The concrete separator end connection structure constructed from a combination of the above-mentioned components will be explained below. When the joint member 2 is locked and fixed to the formworks 1 through the pins 7, The end connection hole 2A is configured to have a length such that it protrudes into the internal space 4B of the end treatment member 4, and the intermediate bar 5
has a gutter-like shape when viewed in the longitudinal direction, and has strip plate pieces 5 extending outward from the upper ends of the opposing plate parts 5a, 5a, respectively.
b, 5b are integrally bent and protruded, and the joint member 2 is provided at the longitudinal end.
A connecting hole portion 5A corresponding to the side connecting hole portion 2A is formed to penetrate through the opposing plate portions 5a, 5a, and is located at the center position in the width direction of the bottom wall portion 4C of the end treatment member 4. On the other hand, an insertion hole 4D for the intermediate bar 5 is formed at a position slightly displaced to one side. The end connecting portion 5A of the intermediate bar 5 is inserted into the internal space 4B of the end processing member 4 through the hole 4D in the normally assembled state.
By inserting the pin 3 from the wide side in the internal space 4B between the end connecting portion 2A of the joint member 2 and the end connecting portion 2A of the joint member 2, the intermediate bar 5 and the joint member 2 can be freely joined and separated. They are connected to form an end structure.

尚、前記ジヨイント部材2の端部接続孔部2A
は、前記中間バー5の対向板部5a,5a間に挾
み込み状態に差込み嵌合できる程度の幅に構成さ
れているとともに、このジヨイント部材2は第5
図で示すように、一枚の帯板材の一端部分を円環
状に折返しかつその折返し遊端部を加締めること
で前記接続孔部2Aを形成し、かつその接続孔部
2Aに近い板面部分をほぼ直角姿勢で舌片状に打
出すことによつて、正規組付状態において型枠1
内面1bに接当する位置決め片2Bを設けてあ
る。
Note that the end connection hole 2A of the joint member 2
is configured to have a width that allows it to be inserted and fitted between the opposing plate portions 5a, 5a of the intermediate bar 5, and this joint member 2
As shown in the figure, the connecting hole portion 2A is formed by folding one end portion of a sheet of strip material into an annular shape and crimping the folded free end portion, and the plate surface portion close to the connecting hole portion 2A. By hammering out the formwork 1 in a tongue shape at an almost right angle, the formwork 1 is
A positioning piece 2B that comes into contact with the inner surface 1b is provided.

以下別の実施例について説明する。 Another embodiment will be described below.

〔〕 第6図及び第7図に示すものは、前記中
間バー5がその対向板部5a,5aの間隔にお
いて上記実施例のものと比較して狭い場合のジ
ヨイント部材2との接続構造であつて、この場
合はジヨイント部材2の端部接続部2A側に前
記中間バー5の端部接続部5Aに対して外嵌状
態に差込み可能な切欠部2Cが形成されてい
る。
[] What is shown in FIGS. 6 and 7 is a connection structure with the joint member 2 when the intermediate bar 5 has a narrower spacing between its opposing plate portions 5a and 5a than that of the above embodiment. In this case, a notch 2C is formed on the end connecting portion 2A side of the joint member 2, which can be inserted into the end connecting portion 5A of the intermediate bar 5 in an externally fitting state.

〔〕 第8図に示すものは、前記ジヨイント部
材2の変形例であつて、このジヨイント部材2
の前記接続部2Aとは反対側の端部に、相隣る
前記コンクリート型枠1,1の重合周辺板1
a,1a間に挾込まれた状態において型枠1,
1の外方に突出する雄ねじ部材8をその軸芯が
ジヨイント部材2板厚の中心線上に位置するよ
うに固着連設し、前記コンクリート型枠1,1
の重合周辺板1a,1aの外端縁に係合する切
欠溝9Aを有する支持金具9を貫通して外方に
突出する雄ねじ部材8に蝶ナツト10を螺合し
締付けることによつて、ジヨイント部材2を、
上記実施例で示したピン7は用いることなく型
枠1,1に固定可能に構成したものである。
[] What is shown in FIG. 8 is a modification of the joint member 2.
The overlapping peripheral plate 1 of the adjacent concrete formworks 1, 1 is placed at the end opposite to the connecting portion 2A.
When the formwork 1 is sandwiched between a and 1a,
A male screw member 8 protruding outward from the concrete formwork 1, 1 is fixed and connected so that its axis is located on the center line of the thickness of the joint member 2.
By screwing and tightening the wing nut 10 into the external threaded member 8 that protrudes outward through the support fitting 9 having the notch groove 9A that engages with the outer edge of the overlapping peripheral plates 1a, 1a, the joint can be secured. Part 2,
The pin 7 shown in the above embodiment is configured so that it can be fixed to the formworks 1, 1 without using it.

〔〕 図示省略するが、前記端部処理部材4を
完全な截頭円錐形に構成しても良く、またこの
部材4を周方向で複数個に分割して組立ならび
に分解自在に構成しても良い。
[] Although not shown, the end treatment member 4 may be formed into a complete truncated conical shape, or the member 4 may be divided into a plurality of pieces in the circumferential direction so that they can be assembled and disassembled. good.

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

第1図は型枠全体の組付け状態を示す概略縦断
正面図、第2図乃至第4図は夫々要部の拡大縦断
正面図と第2図−線及び第3図−線での
断面図、第5図はジヨイント部材の拡大斜視図、
第6図及び第7図は別の実施例を示し、第6図は
要部の拡大際断正面図、第7図は第6図−線
での断面図、第8図も別の実施例を示す要部の拡
大縦断正面図、第9図は従来例を示す要部の拡大
縦断正面図である。 1……コンクリート型枠、1a……周辺板、2
……ジヨイント部材、2A……端部接続部、3…
…ピン、4……端部処理部材、4A……円錐状周
壁部、4B……内部空間、4C……底壁部、4D
……バー挿通用孔、5……中間バー、5A……端
部接続部。
Fig. 1 is a schematic longitudinal sectional front view showing the assembled state of the entire formwork, and Figs. 2 to 4 are enlarged longitudinal sectional front views of important parts and sectional views taken along the line in Fig. 2 and the line in Fig. 3, respectively. , FIG. 5 is an enlarged perspective view of the joint member,
6 and 7 show another embodiment, FIG. 6 is an enlarged sectional front view of the main part, FIG. 7 is a sectional view taken along the line of FIG. 6, and FIG. 8 is also another embodiment. FIG. 9 is an enlarged longitudinal sectional front view of essential parts showing a conventional example. 1... Concrete formwork, 1a... Peripheral board, 2
...Joint member, 2A... End connection part, 3...
...Pin, 4...End treatment member, 4A...Conical peripheral wall part, 4B...Inner space, 4C...Bottom wall part, 4D
... Bar insertion hole, 5 ... Intermediate bar, 5A ... End connection part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 相隣るコンクリート型枠1,1の重合周辺板1
a,1a間に挟込み状態に固定可能なコンクリー
トセパレータ構成用の扁平板状ジヨイント部材2
と、前記型枠1,1の内側において前記ジヨイン
ト部材2の端部に形成の接続部2Aにピン3を介
して接合可能なコンクリートセパレータ構成用の
中間バー5並びに、打設コンクリート面にコンク
リートセパレータ端部に対する防錆処理用凹部を
形成するように円錐状又はほぼ円錐状周壁部4A
の大径側開口周縁4aを前記コンクリート型枠
1,1の内面1b,1bに接当させる状態でコン
クリートセパレータに外嵌保持される有底截頭円
錐形又はほぼ円錐形の端部処理部材4とから構成
されるコンクリートセパレータの端部接続構造で
あつて、コンクリートセパレータを構成する前記
ジヨイント部材2の端部接続部2Aとこれに対応
する前記中間バー5の端部接続部5Aとを正規の
組付状態において前記端部処理部材4の内部空間
4B内で前記ピン3を介して接合ならびに分離自
在に構成してあることを特徴とするコンクリート
セパレータの端部接続構造。
Overlapping peripheral plate 1 of adjacent concrete formwork 1, 1
A flat plate joint member 2 for configuring a concrete separator that can be fixed in a sandwiched state between a and 1a
and an intermediate bar 5 for constructing a concrete separator that can be joined via a pin 3 to a connecting part 2A formed at the end of the joint member 2 inside the formworks 1, 1, and a concrete separator on the surface of the poured concrete. A conical or nearly conical peripheral wall portion 4A to form a recess for antirust treatment at the end.
An end treatment member 4 having a bottomed truncated conical shape or a substantially conical shape is externally held on the concrete separator with the large-diameter opening periphery 4a of the concrete formwork 1 in contact with the inner surfaces 1b of the concrete forms 1, 1. An end connection structure for a concrete separator consisting of a concrete separator, in which an end connection part 2A of the joint member 2 constituting the concrete separator and a corresponding end connection part 5A of the intermediate bar 5 are connected in a regular manner. 1. An end connection structure for a concrete separator, characterized in that the end connection structure of a concrete separator is configured such that it can be freely joined and separated via the pin 3 within the internal space 4B of the end treatment member 4 in an assembled state.
JP20295283U 1983-12-23 1983-12-23 End connection structure of concrete separator Granted JPS60105750U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20295283U JPS60105750U (en) 1983-12-23 1983-12-23 End connection structure of concrete separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20295283U JPS60105750U (en) 1983-12-23 1983-12-23 End connection structure of concrete separator

Publications (2)

Publication Number Publication Date
JPS60105750U JPS60105750U (en) 1985-07-18
JPS6345478Y2 true JPS6345478Y2 (en) 1988-11-25

Family

ID=30765375

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20295283U Granted JPS60105750U (en) 1983-12-23 1983-12-23 End connection structure of concrete separator

Country Status (1)

Country Link
JP (1) JPS60105750U (en)

Also Published As

Publication number Publication date
JPS60105750U (en) 1985-07-18

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