JPS5926028Y2 - Separator joint stand for concrete formwork - Google Patents

Separator joint stand for concrete formwork

Info

Publication number
JPS5926028Y2
JPS5926028Y2 JP13919380U JP13919380U JPS5926028Y2 JP S5926028 Y2 JPS5926028 Y2 JP S5926028Y2 JP 13919380 U JP13919380 U JP 13919380U JP 13919380 U JP13919380 U JP 13919380U JP S5926028 Y2 JPS5926028 Y2 JP S5926028Y2
Authority
JP
Japan
Prior art keywords
side walls
opposite side
concrete
separator
concrete formwork
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
JP13919380U
Other languages
Japanese (ja)
Other versions
JPS5671845U (en
Inventor
嘉征 亀井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13919380U priority Critical patent/JPS5926028Y2/en
Publication of JPS5671845U publication Critical patent/JPS5671845U/ja
Application granted granted Critical
Publication of JPS5926028Y2 publication Critical patent/JPS5926028Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、一端を隣接コンクリート型枠の接当端面間に
挿入して離脱可能に係止固定される扁平板状の係止部を
有し、かつ他端を長手方向に沿う対向両側壁により設け
られる上方開放の凹状の嵌合部に形成するコンクリート
型枠用セパレータのジヨイント台に関する。
[Detailed description of the invention] The invention has a flat plate-shaped locking part that is removably locked and fixed by inserting one end between the abutting end surfaces of adjacent concrete forms, and the other end is inserted between the contact end surfaces of adjacent concrete forms. The present invention relates to a joint base of a separator for concrete formwork formed in an upwardly open concave fitting portion provided by opposite side walls along the direction.

かかるジヨイント台は、その二つを長尺バーの両端に接
続して型枠用セパレータを構成するものであるが、旧来
の全長が断面円形のロッド状のものに比し、(イ)型枠
のコンクリート受止面にロッド端部挿入用の貫通孔を設
けなくても良い、(ロ)セパレータの型枠に対する連結
と隣接型枠同志の連結とを同時に行なえる。
Such a joint table connects two of them to both ends of a long bar to form a formwork separator. (b) Connection of the separator to the formwork and connection of adjacent formworks can be performed simultaneously.

(ハ)長尺バーを、長さの異なるものに取換えたり、同
一の長尺バーに対してもジヨイント台のと接続位置を相
対的に変更することによりセパレータの長さを調整でき
る、に)そしてジヨイント台としては多量生産可能でコ
スト安にできる等の利点を有する。
(c) The length of the separator can be adjusted by replacing the long bar with one of a different length or by changing the connection position of the joint stand relative to the same long bar. ) As a joint stand, it has the advantage of being mass-producible and being cost-effective.

而して、かかるジヨイント台の前記凹状の嵌合部は、ジ
ヨイント台の構成素材である扁平帯状板の巾方向両側部
の比較的長い範囲に亘って水平扁平のま・残しておき、
その中央部を下方に向けて突曲して構成されていたり、
或いは、嵌合部を形成する対向両側壁が比較的長く離れ
た状態で位置されているとともに、この対向両側壁を下
端で連設するところの、突曲嵌合部底面が水平又はこれ
に近い姿勢に構成されていたのでこのような上端に水平
扁平のよ・残された巾方向両側部や、水平底面の下方に
、打設コンクリート硬化中に空隙が形成されて、この穴
隙のために、硬化コンクリート壁の強度を底下させると
ともに、その止水効果を低下させるおそれが生じていた
The concave fitting portion of the joint table is left horizontally flat over a relatively long range on both sides in the width direction of the flat strip plate that is the constituent material of the joint table,
The center part is curved downward,
Alternatively, the opposite side walls forming the fitting part are located relatively long apart, and the bottom surface of the protruding fitting part where the opposite side walls are connected at the lower end is horizontal or close to this. Since the structure was configured in such a horizontally flat position, voids were formed on both sides of the width left behind at the top edge, and below the horizontal bottom surface during the hardening of the poured concrete, and due to these holes. , there was a risk that the strength of the hardened concrete wall would decrease and its water-stopping effect would decrease.

つまり、打設コンクリートの硬化中、含有水分が時間の
経過に伴なって上方に移動するにつれて、これとは反対
に、上方から砂やセメントが降下してくるが、前記水平
扁平な巾方向端側部下方や水平底面下方にはこの砂やセ
メント等のコンクノート成分が周り込みにくく、そのた
めに、これらの部分に上昇した水分の容積分だけ空隙が
生じることになるのである。
In other words, while the poured concrete is hardening, as the moisture content moves upward over time, sand and cement, on the contrary, fall from above, but the horizontally flat widthwise edges It is difficult for conchnaut components such as sand and cement to get into the lower sides and lower horizontal bottom surface, and as a result, voids are created in these areas by the volume of water that has risen.

本考案は、かかる実情に鑑みて、突曲形成により耐引張
強度を十分大にしながらも、前記の如き空隙の発生を極
力抑制することのできるジヨイント台を提供せんとする
ものである。
In view of these circumstances, the present invention aims to provide a joint table that can sufficiently increase the tensile strength by forming protrusions while suppressing the generation of voids as much as possible.

即ち、本考案によるコンクリート型枠用セパレータのジ
ヨイント台は、冒頭に記した如きジヨイント台において
、対向両側壁により設けられる上方開放の凹状の嵌合部
を前記対向両側壁を上方に近づくにつれて漸次略直線状
に拡開させた断面形状V字状に形成するとともに前記対
向両側壁には一対のピン挿通孔が、その長手方向に適当
量隔隔てて多数形成されであることを特徴とする。
That is, in the joint base of the separator for concrete formwork according to the present invention, in the joint base as described at the beginning, the upwardly open concave fitting portion provided by the opposing both side walls is gradually expanded as the opposite side walls approach the upper side. It is characterized in that it is formed into a V-shaped cross-sectional shape expanded linearly, and a plurality of pairs of pin insertion holes are formed in the opposite side walls at appropriate distances apart from each other in the longitudinal direction.

これによれば、前記(イ)〜に)の諸利点をそのま・保
持できながら、水平扁平のよ・巾方向に比較的長く残さ
れた上端の巾方向両側部分即ち、フランジ部分がないの
で、打設コンクリート硬化中の水分上昇に伴なって、砂
、セメント等のコンクリート成分を、直接対向両側壁の
外側面に沿ってスムースに案内降下させ得るとともに、
対向両側壁はその上端から下端に向かってジヨイント台
の横幅方向中央に向かう傾斜面である故に、この対向両
側壁の外側面にて下方に流下案内されんとする打設コン
クリートは下方への重力に加えて、ジヨイント台横幅方
向の中央位置に向って円滑、良好に流動すること・なり
、このジヨイント台下部に空隙を生じる欠点が少なく、
もって硬化コンクリート壁の強度を低下させたり、止水
効果を低下させる欠点が少ない特有の効果を発揮するに
至った。
According to this, while maintaining the advantages of (a) to (a) above, there is no flange portion on both sides of the upper end that remains relatively long in the width direction of the horizontally flat surface. As moisture increases during hardening of the poured concrete, concrete components such as sand and cement can be smoothly guided down along the outer surfaces of the directly opposite side walls,
Since the opposite side walls are sloped surfaces from the upper end to the lower end toward the widthwise center of the joint table, the poured concrete that is to be guided downward by the outer surfaces of the opposite side walls is subject to downward gravity. In addition, it flows smoothly and well toward the center position in the width direction of the joint table, and there are fewer defects that create voids at the bottom of the joint table.
As a result, it has achieved a unique effect with fewer drawbacks such as lowering the strength of hardened concrete walls and lowering the water-stopping effect.

以下、本考案の実施態様を図面に基づいて説明する。Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図はジヨイント台2の斜視図であって、鋼、ステン
レス、エボナイト、ガラス繊維強化プラスチック(FR
P)等から、一端に、上下に隣接する金属製箱型のコン
クリート型枠10,10の接当端面間に挿入されてUク
リップ11を介して隣接型枠10、10同志の連結と同
時に連結された型枠10.10に対して離脱可能に係止
固定される扁平状の係止部6を有するとともに、他端に
中間長尺バー12をその長手方向に交差する上方から着
脱自在に内嵌するための凹部1をもった下方へ突曲する
嵌合部5を有し、これら係止部6と嵌合部5とを一体連
設して構成しである。
FIG. 1 is a perspective view of the joint stand 2, which includes steel, stainless steel, ebonite, glass fiber reinforced plastic (FR).
P), etc., is inserted between the abutting end surfaces of vertically adjacent metal box-shaped concrete formworks 10, 10 at one end, and connected simultaneously with the adjacent formworks 10, 10 through U clips 11. It has a flat locking part 6 that is removably locked and fixed to the molded formwork 10.10, and has an intermediate long bar 12 at the other end that can be removably attached from above intersecting the longitudinal direction. It has a downwardly curved fitting part 5 having a recess 1 for fitting, and the locking part 6 and the fitting part 5 are integrally connected.

そして前記嵌合部5は前記対向両側壁3,3を上方に近
づくにつれて漸次略直線状に拡開させた断面形状V字状
に形威しである。
The fitting portion 5 has a V-shaped cross section in which the opposite side walls 3, 3 are gradually expanded in a substantially straight line as they approach the upper side.

前記係止部6にはUクリップ11を挿通するための孔7
が穿設されているとともに、嵌合部5との間において、
型枠10・・解体後、コンクリート面からの露出係止部
6を折り切るためのミシン目状の二条の切断用線9,9
′が凹入形成されており、かつ前記嵌合部5を形成する
対向両側壁3,3には一対のピン挿通孔4,4が、その
長手方向に適当量隔隔てて多数組形成されている。
The locking portion 6 has a hole 7 through which the U clip 11 is inserted.
is bored, and between it and the fitting part 5,
Formwork 10: two perforated cutting lines 9, 9 for cutting off the exposed locking portion 6 from the concrete surface after dismantling
' is formed in a recessed manner, and a plurality of pairs of pin insertion holes 4, 4 are formed in the opposite side walls 3, 3 forming the fitting part 5, spaced apart by an appropriate amount in the longitudinal direction. There is.

上記の如く構成されたジヨイント台2を二つ、長尺バー
12の両端にピン接続して構成したセパレータをして、
第3図の如く対向型枠10・・、10・・を互いに牽引
連結し、対向型枠間にコンクリートを打設する。
A separator is constructed by connecting two joint stands 2 constructed as described above to both ends of the long bar 12 with pins,
As shown in FIG. 3, the opposing formworks 10..., 10... are towed and connected to each other, and concrete is poured between the opposing formworks.

この打設コンクリ−1〜の硬化中に、含有水分が上昇す
るに伴ってコンクリート成分が降下した際、この成分は
嵌合部5の対向型両側壁3.3の外側面に沿ってスムー
スに案内降下し、嵌合部5の両横外側および下側には空
隙が生じない。
During the hardening of this poured concrete 1~, when the concrete component falls as the moisture content increases, this component smoothly moves along the outer surface of the opposing type side walls 3.3 of the fitting part 5. It is guided down and no gaps are formed on both lateral outer sides and the lower side of the fitting part 5.

尚、ジヨイント台2全体をステンレス、プラスチックで
構成すれば、切断用線9,9′での切断面に対する防錆
処理は不要となる。
Incidentally, if the entire joint table 2 is made of stainless steel or plastic, there is no need to perform anti-corrosion treatment on the cut surfaces along the cutting lines 9 and 9'.

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

図面は本考案に係るコンクリート型枠用セパレータのジ
ヨイント台の実施の態様を例示し、第1図は斜視図、第
2図は嵌合部の断面形状を示す縦断面図、第3図は型枠
への接続状態を示す斜視図である。 3.3・・・・・・対向両側壁、4,4・・・・・・一
対のピン挿通孔、5・・・・・・嵌合部、6・・・・・
・係止部、10・・・・・・コンクリート型枠。
The drawings illustrate an embodiment of the joint base for a concrete formwork separator according to the present invention, with FIG. 1 being a perspective view, FIG. FIG. 3 is a perspective view showing a state of connection to the frame. 3.3... Opposing both side walls, 4, 4... Pair of pin insertion holes, 5... Fitting portion, 6...
- Locking part, 10... Concrete formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一端を隣接コンクリート型枠10,10の接当端面間に
挿入して離脱可能に係止固定される扁平板状の係止部6
に形成し、かつ、他端を長手方向に沿う対向両側壁3,
3により設けられる上方開放の凹状の嵌合部5に形成す
るコンクリート型枠用セパレータのジヨイント台におい
て、前記嵌合部5を、前記対向両側壁3,3を上方に近
づくにつれて漸次略直線状に拡開させた断面形状V字状
に形成するとともに前記対向両側壁3,3には一対のピ
ン挿通孔4,4が、その長平方向に適当量隔隔てて多数
組形成されであることを特徴とするコンクリート型枠用
セパレータのジヨイント台。
A flat plate-shaped locking portion 6 whose one end is inserted between the abutting end surfaces of adjacent concrete formworks 10 and 10 to be removably locked and fixed.
and opposite side walls 3 whose other ends are along the longitudinal direction,
3, the joint base of a separator for concrete formwork is formed in an upwardly open concave fitting part 5, and the fitting part 5 is gradually formed into a substantially linear shape as the opposite side walls 3, 3 approach the upper side. It is formed into a widened V-shaped cross section, and a plurality of pairs of pin insertion holes 4, 4 are formed in the opposite side walls 3, 3 at appropriate distances apart in the long direction. Separator joint stand for concrete formwork.
JP13919380U 1980-09-29 1980-09-29 Separator joint stand for concrete formwork Expired JPS5926028Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13919380U JPS5926028Y2 (en) 1980-09-29 1980-09-29 Separator joint stand for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13919380U JPS5926028Y2 (en) 1980-09-29 1980-09-29 Separator joint stand for concrete formwork

Publications (2)

Publication Number Publication Date
JPS5671845U JPS5671845U (en) 1981-06-13
JPS5926028Y2 true JPS5926028Y2 (en) 1984-07-30

Family

ID=29370542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13919380U Expired JPS5926028Y2 (en) 1980-09-29 1980-09-29 Separator joint stand for concrete formwork

Country Status (1)

Country Link
JP (1) JPS5926028Y2 (en)

Also Published As

Publication number Publication date
JPS5671845U (en) 1981-06-13

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