JPS6311259Y2 - - Google Patents

Info

Publication number
JPS6311259Y2
JPS6311259Y2 JP1983180325U JP18032583U JPS6311259Y2 JP S6311259 Y2 JPS6311259 Y2 JP S6311259Y2 JP 1983180325 U JP1983180325 U JP 1983180325U JP 18032583 U JP18032583 U JP 18032583U JP S6311259 Y2 JPS6311259 Y2 JP S6311259Y2
Authority
JP
Japan
Prior art keywords
formwork
concrete
tightening rods
formworks
rods
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
JP1983180325U
Other languages
Japanese (ja)
Other versions
JPS59154551U (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 JP18032583U priority Critical patent/JPS59154551U/en
Publication of JPS59154551U publication Critical patent/JPS59154551U/en
Application granted granted Critical
Publication of JPS6311259Y2 publication Critical patent/JPS6311259Y2/ja
Granted legal-status Critical Current

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  • Foundations (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 本考案は、面一状に隣接配置されたコンクリー
ト型枠等を、これ等両コンクリート型枠等に設け
られた係合孔を利用して簡単容易に結合し得る連
結具を提供するものである。
[Detailed description of the invention] The present invention is a connection that allows concrete forms, etc. that are arranged flush and adjacent to each other to be easily connected by using engagement holes provided in both concrete forms, etc. It provides ingredients.

以下、添付の例示図に基づいて説明すると、本
考案によるコンクリート型枠等の連結具は、第1
図に示すように一対の締め付け杆1,2と、両締
め付け杆1,2の内端側に形成した互いに逆螺子
の螺子軸部1a,2aに螺嵌して両締め付け杆
1,2を接続する雌螺子体3とから成り、前記両
締め付け杆1,2の外端部を、直角よりも先端が
互いに接近するように斜め内方に折曲して、フツ
ク部1b,2bを形成して成るものである。
Hereinafter, it will be explained based on the attached illustrative diagrams that the connector for concrete formwork etc. according to the present invention is
As shown in the figure, a pair of tightening rods 1 and 2 are connected by screwing into screw shaft portions 1a and 2a of mutually reverse screws formed on the inner ends of both tightening rods 1 and 2. The hook portions 1b, 2b are formed by bending the outer ends of the tightening rods 1, 2 diagonally inward so that the tips are closer to each other than at right angles. It is what it is.

次に上記連結具4を使用した布基礎構築方法を
第2図乃至第5図に基づいて説明すると、巾、長
さ、及び厚さを一定に予めコンクリート板(鉄筋
入り、軽量発泡コンクリート製等を含む)によつ
て形成した型枠5を、地下一定深さに築造したコ
ンクリートベース6上に布基礎構築空間を両側か
ら挾むように並列配置し、長さ方向に隣接する型
枠5の継目位置に於ける型枠5の上辺及び底辺に
は、第3図に示すように両端に型枠嵌合部7を形
成した帯状鉄板製の間隔保持具8,9を夫々嵌合
して、相対向する型枠5間の間隔を一定に保持せ
しめると共に、長さ方向に隣接する型枠5どうし
を面一状態に保持せしめ、更に型枠5の両端部一
定位置に予め形成してある貫通孔10に、第5図
にも示すように前記連結具4に於ける両締め付け
杆1,2の外端フツク部1b,2bを嵌合させ、
かかる状態で雌螺子体3を回転させて両締め付け
杆1,2を雌螺子体3側に引き寄せることによ
り、面一状に隣接する両型枠5を両締め付け杆
1,2で互いに圧接させて結合する。
Next, a method of constructing a cloth foundation using the above-mentioned connector 4 will be explained based on FIGS. The formwork 5 formed by the method (including the above) is arranged in parallel on a concrete base 6 built at a certain depth underground so as to sandwich the cloth foundation construction space from both sides, and the joint position of the formwork 5 adjacent in the length direction is As shown in FIG. 3, spacing holders 8 and 9 made of steel strips having formwork fitting portions 7 formed at both ends are fitted to the top and bottom sides of the formwork 5, respectively, so as to keep the formwork 5 facing away from each other. Through-holes 10 are formed in advance at fixed positions at both ends of the formwork 5 to maintain a constant interval between the formworks 5 and to maintain the longitudinally adjacent formworks 5 flush with each other. Then, as shown in FIG. 5, the outer end hook portions 1b and 2b of both tightening rods 1 and 2 of the connecting tool 4 are fitted,
In this state, by rotating the female screw body 3 and drawing both the clamping rods 1 and 2 toward the female screw body 3, both formworks 5 that are flush adjacent to each other are brought into pressure contact with each other by both the clamping rods 1 and 2. Join.

次に型枠5の外側掘削空間を土砂11により埋
め戻し、そして型枠5間にコンクリート12を打
設する。勿論アンカーボルトの埋設等は従来通り
に行う。コンクリート12の硬化養生によつて型
枠5を一体に結合した布基礎が完成するが、上部
の間隔保持具8は必要に応じて取り外すことが出
来、又、場合によつては型枠5の外側に突出して
いる連結具4が埋るように型枠5の外面に化粧モ
ルタル層を形成することも出来る。
Next, the excavated space outside the formwork 5 is backfilled with earth and sand 11, and concrete 12 is placed between the formworks 5. Of course, anchor bolts will be buried in the same way as before. As the concrete 12 hardens and cures, a cloth foundation with the formwork 5 integrally joined is completed, but the upper spacer 8 can be removed as necessary, and in some cases, the formwork 5 may be A decorative mortar layer can also be formed on the outer surface of the formwork 5 so that the connectors 4 protruding outward are buried.

尚、第5図に示すように型枠5に設けられる貫
通孔10は、少なくとも連結具4のフツク部1
b,2bが当接する側の内面が当該フツク部1
b,2bに面接触するように傾斜せしめることが
出来る。この場合、図示のように貫通孔10を円
錐形に形成しても良いし、内径一定の貫通孔を斜
めに穿設しても良い。
Incidentally, as shown in FIG.
The inner surface of the side where b and 2b come into contact is the hook part 1
It can be tilted so as to make surface contact with b and 2b. In this case, the through hole 10 may be formed in a conical shape as shown in the figure, or a through hole with a constant inner diameter may be formed diagonally.

連結具4を型枠5の外側に使用したが、型枠5
間のコンクリート打設空間内に連結具4が位置す
るように使用して、当該連結具4を埋め殺すこと
も出来る。
The connector 4 was used on the outside of the formwork 5, but the formwork 5
It is also possible to bury the connecting device 4 by using the connecting device 4 so as to be located in the concrete casting space between the two.

第6図に示すように型枠5に設けられる貫通孔
10は、内径一定の貫通孔を型枠面に対して直角
に穿設しても良いし、型枠5の対接面には、互い
に嵌合する突条部5aと凹溝部5bとを上下方向
に設けることも出来る。
As shown in FIG. 6, the through-hole 10 provided in the formwork 5 may be a through-hole with a constant inner diameter perpendicular to the formwork surface. It is also possible to provide the protrusions 5a and the grooves 5b in the vertical direction, which fit into each other.

本考案のコンクリート型枠等の連結具は以上の
如く使用し得るものであつて、面一状に隣接する
型枠の対接縁近傍に夫々設けられた孔に連結具両
端のフツク部を夫々嵌合させた状態で中間の雌螺
子体を回転させるだけで、両型枠を互いに引き寄
せて結合することが出来るのであるが、特に両締
め付け杆のフツク部が斜め内方に折曲せしめられ
ているので、仮に第6図に示すような通常の貫通
孔10が型枠に設けられている場合でも、当該孔
の内面に前記フツク部の外端が自動的に食い込む
ことになり、雌螺子体を回転させて両締め付け杆
を互いに引き寄せるように締結したときに型枠の
孔から締め付け杆端部が離脱するような恐れがな
く、確実強固に両型枠を締結し得るのである。
The connecting device for concrete formwork, etc. of the present invention can be used as described above, and the hook portions at both ends of the connecting device are inserted into the holes provided near the opposing edges of the formworks that are flush with each other. Both formworks can be drawn together and joined together simply by rotating the female thread in the middle when they are fitted, but this is especially true when the hooks of both clamping rods are bent diagonally inward. Therefore, even if a normal through hole 10 as shown in FIG. When the two clamping rods are rotated and tightened so as to be drawn toward each other, there is no fear that the ends of the clamping rods will come off from the holes in the formwork, and the two formworks can be reliably and firmly fastened together.

尚、実施例では本考案連結具を、コンクリート
製の型枠の連結に使用したが、一般的な木製又は
金属板製、若しくは両者の組合せから成る各種の
コンクリート型枠の連結にも利用し得るものであ
る。
In the examples, the connecting tool of the present invention was used to connect concrete formwork, but it can also be used to connect various types of concrete formwork made of general wooden or metal plates, or a combination of both. It is something.

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

第1図は本考案の連結具を示す平面図、第2図
は本考案連結具を使用した布基礎構造を示す縦断
正面図、第3図は同構造に使用した間隔保持具の
斜視図、第4図は同構造の側面図、第5図は同構
造の要部横断平面図、第6図は変形例を示す横断
平面図である。 1,2……締め付け杆、1a,2a……螺子軸
部、1b,2b……フツク部、3……雌螺子体、
4……本考案連結具、5……コンクリート型枠、
8,9……間隔保持具、10……貫通孔、12…
…コンクリート。
Fig. 1 is a plan view showing the coupling device of the present invention, Fig. 2 is a longitudinal sectional front view showing a fabric foundation structure using the coupling device of the present invention, and Fig. 3 is a perspective view of a spacing retainer used in the same structure. FIG. 4 is a side view of the same structure, FIG. 5 is a cross-sectional plan view of essential parts of the same structure, and FIG. 6 is a cross-sectional plan view showing a modified example. 1, 2...Tightening rod, 1a, 2a...Screw shaft portion, 1b, 2b...Hook portion, 3...Female screw body,
4... Connector of the present invention, 5... Concrete formwork,
8, 9... Spacing holder, 10... Through hole, 12...
…concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一対の締め付け杆と、両締め付け杆の内端側に
形成した互いに逆螺子の螺子軸部に螺嵌して両締
め付け杆を接続する雌螺子体とから成り、前記両
締め付け杆の外端部を、直角よりも先端が互いに
接近するように斜め内方に折曲して、フツク部を
形成して成るコンクリート型枠等の連結具。
It consists of a pair of tightening rods, and a female screw body that connects both tightening rods by screwing into the screw shafts of mutually reverse screws formed on the inner ends of both tightening rods. A connector for concrete forms, etc., which is formed by bending diagonally inward so that the tips are closer to each other than at right angles to form a hook.
JP18032583U 1983-11-22 1983-11-22 Connectors for concrete formwork, etc. Granted JPS59154551U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18032583U JPS59154551U (en) 1983-11-22 1983-11-22 Connectors for concrete formwork, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18032583U JPS59154551U (en) 1983-11-22 1983-11-22 Connectors for concrete formwork, etc.

Publications (2)

Publication Number Publication Date
JPS59154551U JPS59154551U (en) 1984-10-17
JPS6311259Y2 true JPS6311259Y2 (en) 1988-04-01

Family

ID=30391020

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18032583U Granted JPS59154551U (en) 1983-11-22 1983-11-22 Connectors for concrete formwork, etc.

Country Status (1)

Country Link
JP (1) JPS59154551U (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1538496A (en) * 1922-03-10 1925-05-19 Albert C Wells Plastic-mold-form structure
JPS459132Y1 (en) * 1966-07-07 1970-04-28

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1538496A (en) * 1922-03-10 1925-05-19 Albert C Wells Plastic-mold-form structure
JPS459132Y1 (en) * 1966-07-07 1970-04-28

Also Published As

Publication number Publication date
JPS59154551U (en) 1984-10-17

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