JPS63930Y2 - - Google Patents

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Publication number
JPS63930Y2
JPS63930Y2 JP1982048695U JP4869582U JPS63930Y2 JP S63930 Y2 JPS63930 Y2 JP S63930Y2 JP 1982048695 U JP1982048695 U JP 1982048695U JP 4869582 U JP4869582 U JP 4869582U JP S63930 Y2 JPS63930 Y2 JP S63930Y2
Authority
JP
Japan
Prior art keywords
hook
separator
weir plate
tightening
presser arm
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
JP1982048695U
Other languages
Japanese (ja)
Other versions
JPS58151249U (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 JP4869582U priority Critical patent/JPS58151249U/en
Publication of JPS58151249U publication Critical patent/JPS58151249U/en
Application granted granted Critical
Publication of JPS63930Y2 publication Critical patent/JPS63930Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 従来の、上下の横ばた材に嵌合する凹部を堰板
側の縁の上下に設けた押え座金の中心孔を締付杆
に嵌合した構成の締付金具においては、上下1対
で使用する横ばた材を、僅小間隙が形成されるよ
うに数個の締付金具で一体に連結したり、また、
その一体に連結された横ばた材間の僅小間隙を数
個の締付杆に合わせそれを抱かせて横ばた材を縦
ばた材の外側に組合わせるため、1対の横ばた材
の連結や分解に多くの手数と時間を要する上に、
取扱い難い。
[Detailed description of the invention] A conventional tightening metal fitting with a structure in which the center hole of a presser washer, which has recesses that fit into the upper and lower side beams on the upper and lower edges of the weir plate side, is fitted into a tightening rod. In this case, the horizontal beams used in pairs (upper and lower) are connected together with several fastening fittings so that a small gap is formed, and
In order to assemble the horizontal beams on the outside of the vertical beams by fitting several tightening rods into the small gaps between the integrally connected horizontal beams and assembling the horizontal beams on the outside of the vertical beams. In addition to requiring a lot of effort and time to connect and disassemble the materials,
Difficult to handle.

一方、押え座金の移行長さが長いため、ねじに
よる締付方式のものにおいては、ナツトの送りが
遅くてその回転操作が多く、型枠の組立ておよび
解体に多くの時間がかかつて作業能率が悪い。
On the other hand, because the transition length of the presser washer is long, in the case of a screw-tightening method, the nut feed is slow and requires many rotation operations, and it takes a lot of time to assemble and dismantle the formwork, reducing work efficiency. bad.

また、くさびによる締付方式のものにおいて
は、くさびの打込みによる力の伝達が円滑でない
上に、振動によりくさびが浮上つてその締付けが
ゆるむ。
In addition, in the case of the wedge-based tightening method, the force transmitted by driving the wedge is not smooth, and the wedge floats due to vibration, causing the tightening to loosen.

更に、上記両方式のものとも、締付部における
締付け過ぎや締付けむらを生じ、コンクリート面
に凹凸ができてコンクリート面を正確に形成でき
ない等の欠点があつた。
Further, both of the above-mentioned types had drawbacks such as excessive tightening or uneven tightening at the tightening portion, and unevenness on the concrete surface, making it impossible to form the concrete surface accurately.

そこで、本考案は上記欠陥を解消するため、基
部にセパレーター付き堰板への取付機構を装設し
た締付杆の先端部にフツク状押え腕の中間部を枢
着し、下方横ばた材を数個のフツク状押え腕の先
端フツクにわたして引掛け、その後、上方横ばた
材を数個のフツク状押え腕の基部と縦ばた材の間
に嵌合することにより、上下の横ばた材を設定で
き、型枠の組立ておよび解体を簡易迅速になし得
る上に、コンクリート面を正確に形成できて作業
能率を向上するようにしたコンクリート型枠締付
金具に係るものである。
Therefore, in order to solve the above-mentioned defects, the present invention pivots the middle part of the hook-shaped presser arm to the tip of the clamping rod, which is equipped with a mechanism for attaching to the weir plate with a separator at the base, and fixes the lower horizontal member. by passing it over the tip hooks of several hook-shaped presser arms, and then fitting the upper horizontal flap between the bases of the several hook-shaped presser arms and the vertical flap. This relates to a concrete formwork fastening fixture that can set horizontal beams, make assembly and dismantling of formwork simple and quick, and also form concrete surfaces accurately to improve work efficiency. .

第1図乃至第4図に示す本考案の第1実施例に
ついてその構造を説明すれば、aはコンクリート
型枠締付金具を示し、1はその締付杆で、基端に
鍔2を設けて基端面中心にねじ孔3を装設する。
4はコ形断面のフツク状押え腕で、その先端フツ
クの内方および基部内側に係合面5,6をそれぞ
れ形成すると共に、フツク状押え腕4の基端縁は
係合面6側へ傾斜する案内面7となし、該フツク
状押え腕4の中央片の中間通孔8を締付杆1に遊
嵌しフツク状押え腕4の中間部を締付杆1の先端
部にピン9により枢着して締付金具aを構成す
る。
To explain the structure of the first embodiment of the present invention shown in FIGS. 1 to 4, a indicates a concrete formwork clamping fixture, 1 is a clamping rod thereof, and a collar 2 is provided at the base end. A screw hole 3 is installed in the center of the proximal end surface.
Reference numeral 4 denotes a hook-shaped presser arm with a U-shaped cross section, and engagement surfaces 5 and 6 are formed on the inner side of the tip hook and the inner side of the base, respectively, and the proximal edge of the hook-shaped presser arm 4 is directed toward the engagement surface 6 side. The intermediate through hole 8 of the center piece of the hook-shaped presser arm 4 is loosely fitted into the clamping rod 1, and the intermediate part of the hook-shaped presser arm 4 is attached to the tip of the clamping rod 1 with a pin 9. are pivotally connected to form a fastening fitting a.

10はセパレーターで、両端部にねじ11を装
設してその基端にストツパー12を設け、該ねじ
11には端子13をストツパー12まで螺合す
る。Aはコンクリート型枠を構成する堰板で、そ
の適当箇所に通孔14を穿設する。Bは堰板Aの
外面に配置する丸パイプの縦ばた材、C,Dはそ
の外側に組合わせる丸パイプの上下の横ばた材、
Eはコンクリート壁を示す。
Reference numeral 10 designates a separator, which has screws 11 installed at both ends and a stopper 12 at its base end, and a terminal 13 is screwed into the screw 11 up to the stopper 12. A is a weir plate that constitutes the concrete formwork, and through holes 14 are bored at appropriate locations. B is the vertical shingle material of the round pipe placed on the outer surface of weir plate A, C and D are the upper and lower horizontal shingle materials of the round pipe to be assembled on the outside,
E indicates a concrete wall.

次にその締付金具の使用法を説明する。両側堰
板Aを立ててその通孔14に端子13付きセパレ
ーター10の両端ねじ11をそれぞれ挿通し、そ
のねじ11の突出部に締付杆1のねじ孔3をねじ
込んで端子13と締付杆1の鍔2とにより堰板A
を挟持すると共に、締付金具aのフツク状押え腕
4を上下方向に向ける。
Next, how to use the fastener will be explained. Erect the weir plates A on both sides, insert the screws 11 at both ends of the separator 10 with terminals 13 into the through holes 14, and screw the screw holes 3 of the clamping rod 1 into the protruding parts of the screws 11 to connect the terminals 13 and the clamping rod. Weir plate A with tsuba 2 of 1
, and the hook-shaped presser arm 4 of the fastening fitting a is directed in the vertical direction.

そこで、堰板Aの外面に縦ばた材Bを配置した
後、左右方向に適当数並列した締付金具aのフツ
ク状押え腕4を第4図に鎖線で示すように外側下
方へ傾斜させ、その後、実線で示すように横ばた
材Dを縦ばた材Bの外側に当てフツク状押え腕4
をピン9を支点とし第4図の時計方向へ回動して
その係合面5を横ばた材Dに当接させる。
Therefore, after arranging the vertical flaps B on the outer surface of the weir plate A, the hook-shaped presser arms 4 of the fastening fittings A, which are arranged in a suitable number in the left-right direction, are tilted outward and downward as shown by the chain lines in Fig. 4. , Then, as shown by the solid line, the horizontal flap material D is placed on the outside of the vertical flap material B and the hook-shaped presser arm 4 is pressed.
is rotated clockwise in FIG. 4 about the pin 9 as a fulcrum to bring the engaging surface 5 into contact with the horizontal member D.

次いで、横ばた材Cを上方から縦ばた材Bとフ
ツク状押え腕4の間に挿入して第1図に示すよう
に縦ばた材Bと係合面6の間に嵌着すると、横ば
た材C,Dが設定され、端子13とフツク状押え
腕4とで堰板Aおよび縦横のばた材B,C,Dを
挟持して一体に固定すると共に、両側堰板Aの間
隔を所定に保持して型枠を構成する。
Next, the horizontal flap material C is inserted from above between the vertical flap material B and the hook-shaped presser arm 4, and is fitted between the vertical flap material B and the engaging surface 6 as shown in FIG. , horizontal flaps C and D are set, and the terminal 13 and the hook-shaped presser arm 4 clamp and fix the weir plate A and the vertical and horizontal flaps B, C, and D together, and both sides of the weir plate A The formwork is constructed by maintaining a predetermined spacing.

そこで、堰板Aに囲まれた空間内にコンクリー
トを打設してコンクリート壁Eを構築した後、型
枠を解体するときは、上記と反対に操作して順次
横ばた材C、横ばた材D、縦ばた材Bを取外した
後、締付金具aを螺出して堰板Aを除去すると、
型枠を解体することができる。
Therefore, after constructing concrete wall E by pouring concrete in the space surrounded by weir plate A, when dismantling the formwork, operate in the opposite manner as described above, and then After removing the girder D and the vertical shingle B, unscrew the fastener a and remove the weir plate A.
Formwork can be dismantled.

一方、上記の端子13付きセパレーター10に
代え、中心ボルトを外側へ突出させた円錐状端子
の内側面中心のねじ孔をセパレーター10のねじ
11にストツパー12まで螺着してなる円錐状端
子付きセパレーターを使用する場合も、上記と同
様に作用する。
On the other hand, instead of the separator 10 with the terminal 13 described above, a separator with a conical terminal is obtained by screwing the screw hole at the center of the inner surface of the conical terminal with the center bolt protruding outward to the screw 11 of the separator 10 up to the stopper 12. When using , it works in the same way as above.

第5図に示す本考案の第2実施例は、第1実施
例における締付金具aの締付杆1のねじ孔3に鉤
形屈曲掛け杆15の基端ねじ16を螺合したもの
である。
In the second embodiment of the present invention shown in FIG. 5, the base end screw 16 of the hook-shaped bent hanging rod 15 is screwed into the screw hole 3 of the tightening rod 1 of the fastening fitting a in the first embodiment. be.

10′は帯状セパレーターで、両端部には通孔
17を穿つ。A′は金属製堰板で、その縁枠には
多数の通孔14′を適当間隔に並設する。
Reference numeral 10' denotes a band-shaped separator, with through holes 17 bored at both ends. A' is a metal weir plate, and its edge frame has a large number of through holes 14' lined up at appropriate intervals.

この構造のものにおいては、両側の上下堰板
A′の縁枠の間にセパレーター10′の端部を挟
み、それらの通孔14′,17に掛け杆15を挿
通して該掛け杆15を堰板A′の縁枠に引掛ける
と、その掛け杆15により上下の堰板A′とセパ
レーター10′を一体に連結すると共に、掛け杆
15付き締付金具aがセパレーター10′付き堰
板A′に取付けられるから、その後、上記と同様
に操作して型枠を組立て得る。
In this structure, the upper and lower weir plates on both sides
When the end of the separator 10' is sandwiched between the edge frame of A', the hanging rod 15 is inserted through the through holes 14' and 17, and the hanging rod 15 is hooked on the edge frame of weir plate A'. The upper and lower weir plates A' and the separator 10' are integrally connected by the hanging rod 15, and the tightening fitting a with the hanging rod 15 is attached to the weir plate A' with the separator 10'. Operate to assemble formwork.

また、両側の上下堰板A′の縁枠の間にセパレ
ーター10′の端部を挟んだ後、それらの通孔1
4′,17にUクリツプを挿着し該Uクリツプに
より上下の堰板A′とセパレーター10′を一体に
連結して堰板A′を立て、次いで上下堰板A′の縁
枠の適当通孔14′に掛け杆15を挿通して掛け
杆15を堰板A′の縁枠に引掛けても、掛け杆1
5付き締付金具aがセパレーター10′付き堰板
A′に取付けられるから、その後、上記と同様に
操作して型枠を組立てることができる。
In addition, after sandwiching the ends of the separator 10' between the edge frames of the upper and lower weir plates A' on both sides,
4', 17, and connect the upper and lower weir plates A' and separator 10' together with the U clips to stand up the weir plate A'. Even if the hanging rod 15 is inserted into the hole 14' and the hanging rod 15 is hooked on the edge frame of the weir plate A', the hanging rod 1
Tightening bracket a with 5 is a weir plate with separator 10'
Since it is attached to A', the formwork can then be assembled by operating in the same manner as above.

第6図に示す本考案の第3実施例についてその
構造を説明すれば、a′は締付金具を示し、1′は
その締付杆で、第1実施例における締付杆1の基
端の鍔2およびねじ孔3に代えて基部に下方への
鉤形屈曲掛け片15′を設けたものである。
To explain the structure of the third embodiment of the present invention shown in FIG. 6, a' indicates a tightening fitting, 1' is its tightening rod, and the proximal end of the tightening rod 1 in the first embodiment. In place of the collar 2 and screw hole 3, a downward hook-shaped hook 15' is provided at the base.

この構造のものにおいても、第2実施例におけ
る掛け杆15付き締付金具aと同様に、金属製堰
板A′に使用して型枠を組立て得る。
This structure can also be used for the metal dam plate A' to assemble a formwork in the same way as the fastening fitting a with the hanging rod 15 in the second embodiment.

第7図に示す本考案の第4実施例についてその
構造を説明すれば、a″は締付金具を示し、1″はそ
の締付杆で、第1実施例における締付杆1の基端
の鍔2およびねじ孔3に代え、基端を2股2″に
形成して該2股2″の先端部内に釘抜きの頭状の
倒U形案内金3″を嵌合固着したものである。1
0″はセパレーターで、両端に頭18を設けて若
干内側位置にはストツパー12で係止する端子1
3を嵌着する。
To explain the structure of the fourth embodiment of the present invention shown in FIG. 7, a'' indicates a tightening fitting, 1'' is its tightening rod, and the base end of the tightening rod 1 in the first embodiment. Instead of the collar 2 and the screw hole 3, the base end is formed into a bifurcated 2'', and an inverted U-shaped guide bar 3'' shaped like the head of a nail puller is fitted and fixed into the tip of the bifurcated 2''. .1
0'' is a separator, which has heads 18 on both ends and a terminal 1 that is secured with a stopper 12 at a slightly inner position.
Insert 3.

この構造のものにおいては、堰板Aの通孔14
にセパレーター10″の端部を挿通した後、締付
杆1″の案内金3″をセパレーター10″の頭18
と堰板Aの間の部分に嵌合して下降させれば、そ
の案内金3″による頭18の誘導によつてセパレ
ーター10″が引出され、セパレーター10″の頭
18と端子13の間に堰板Aと案内金3″が挟持
されて締付金具a″がセパレーター10″付き堰板
Aに取付けられるから、その後、上記と同様に操
作して型枠を組立てることができる。
In this structure, the through hole 14 of the weir plate A
After inserting the end of the separator 10'' into
When the separator 10'' is fitted into the part between the weir plate A and the weir plate A and is lowered, the separator 10'' is pulled out by the head 18 guided by the guide metal 3'', and the separator 10'' is pulled out between the head 18 of the separator 10'' and the terminal 13. Since the weir plate A and the guide metal 3'' are sandwiched and the clamping fitting a'' is attached to the weir plate A with the separator 10'', the formwork can then be assembled by operating in the same manner as described above.

本考案はコンクリート型枠締付金具を上記のよ
うに構成したから、数個の締付金具のフツク状押
え腕の先端フツクに下方横ばた材を引掛けた後、
上方横ばた材をフツク状押え腕の基部と縦ばた材
の間に嵌合させると、その上方横ばた材がフツク
状押え腕の基部の係合面に係止してそのフツク状
押え腕で上下の横ばた材を押圧し設定して型枠を
構成でき、従来のように、1対で使用する横ばた
材を数個の締付金具で連結したり、それを分解す
る必要がなくてその手間を省き得る上に、工具を
使用することなく、型枠の組立ておよび解体を簡
易迅速に行うことができる。
In the present invention, the concrete formwork clamping fittings are configured as described above, so after hooking the lower horizontal member to the end hooks of the hook-like presser arms of several clamping fittings,
When the upper horizontal flap member is fitted between the base of the hook-shaped presser arm and the vertical flap member, the upper horizontal flap member is engaged with the engagement surface of the base of the hook-shaped presser arm, and the hook-shaped Formwork can be constructed by pressing and setting the upper and lower horizontal beams with the presser arm, and unlike conventional methods, the horizontal beams used in pairs can be connected with several fastening metal fittings, or they can be disassembled. In addition, the formwork can be assembled and dismantled easily and quickly without the use of tools.

更に、上下の横ばた材を締付けなくてその横ば
た材の係止位置は常に一定であるから、型枠全面
にわたり横ばた材が縦ばた材に均等に当接して従
来のように型枠の締付け過ぎや締付けむらによる
堰板の変形がない。従つて、熟練した作業者でな
くても常に型枠を均等に締付け固定し、コンクリ
ート面を精度よく形成することができて作業能率
を向上する。
Furthermore, since the upper and lower horizontal beams are not tightened and the locking position of the horizontal beams is always the same, the horizontal beams are in even contact with the vertical beams over the entire surface of the formwork, making it possible to maintain the same position as before. There is no deformation of the weir plate due to over-tightening or uneven tightening of the formwork. Therefore, even an unskilled worker can always tighten and fix the formwork evenly and form the concrete surface with high precision, improving work efficiency.

その上、上方横ばた材をフツク状押え腕の基部
と縦ばた材の間に基端外方から出入させる上に、
その上方横ばた材の挿入はフツク状押え腕の基端
縁の傾斜案内面に誘導されて行われるから、上方
横ばた材の取付けおよび取外し操作が簡易で軽快
円滑に作動し、且つ構造が極めて簡単で容易安価
に製作し得られ、その固定は確実堅固なる等の効
果がある。
Furthermore, the upper horizontal flap member is moved in and out between the base of the hook-shaped presser arm and the vertical flap member from the outside of the base end, and
The insertion of the upper crosspiece is guided by the inclined guide surface of the proximal edge of the hook-shaped presser arm, so the installation and removal operations of the upper crosspiece are simple, light and smooth, and the structure is It is extremely simple and can be produced easily and inexpensively, and its fixation is reliable and firm.

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

第1図は本考案の第1実施例に係る締付金具を
使用してコンクリート型枠を組立てた状態の側断
面図、第2図はその締付金具の正面図、第3図は
斜面図、第4図はコンクリート型枠の組立て作業
状態を示す説明側断面図、第5図は本考案の第2
実施例に係る締付金具を使用してコンクリート型
枠を組立てた状態の側断面図、第6図は本考案の
第3実施例に係る締付金具を使用してコンクリー
ト型枠を組立てた状態の側断面図、第7図は本考
案の第4実施例に係る締付金具を使用してコンク
リート型枠を組立てた状態の側断面図である。 1……締付杆、4……フツク状押え腕、5,6
……係合面、9……ピン、C……上方横ばた材、
D……下方横ばた材。
Fig. 1 is a side sectional view of a concrete form assembled using a fastening fitting according to the first embodiment of the present invention, Fig. 2 is a front view of the fastening fitting, and Fig. 3 is a slope view. , Fig. 4 is an explanatory side sectional view showing the state of the concrete formwork assembly, and Fig. 5 is the second embodiment of the present invention.
A side sectional view of the concrete formwork assembled using the fastening fittings according to the embodiment, and FIG. 6 is a side sectional view of the concrete formwork assembled using the fastening fittings according to the third embodiment of the present invention. FIG. 7 is a side sectional view of a concrete form assembled using a fastening fitting according to a fourth embodiment of the present invention. 1... Tightening rod, 4... Hook-shaped presser arm, 5, 6
...Engagement surface, 9...Pin, C...Upper side beam,
D...Lower horizontal lumber.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 締付杆の基部にセパレーター付き堰板への取付
機構を装設し、その締付杆の先端部には、先端フ
ツクの内方に下方横ばた材との係合面を形成した
フツク状押え腕の中間部をピンにより枢着し、該
フツク状押え腕の基部内側には、その基端外方か
ら上方横ばた材を出入すると共に該上方横ばた材
を所定位置に係止できる上方横ばた材との係合面
を形成し、上記フツク状押え腕の基端縁をその内
側先端側へ傾斜する案内面としてなるコンクリー
ト型枠締付金具。
The base of the tightening rod is equipped with a mechanism for attaching it to the weir plate with a separator, and the tip of the tightening rod has a hook-shaped surface that forms an engagement surface with the lower side beam on the inside of the tip hook. The middle part of the presser arm is pivotally connected by a pin, and the upper crosspiece is moved in and out from the outside of the base end inside the base of the hook-like presser arm, and the upper crosspiece is locked in a predetermined position. A concrete formwork fastening fixture that forms an engagement surface with an upper horizontal beam that can be formed, and serves as a guide surface that slopes the proximal edge of the hook-shaped presser arm toward its inner tip side.
JP4869582U 1982-04-02 1982-04-02 Concrete formwork tightening fittings Granted JPS58151249U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4869582U JPS58151249U (en) 1982-04-02 1982-04-02 Concrete formwork tightening fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4869582U JPS58151249U (en) 1982-04-02 1982-04-02 Concrete formwork tightening fittings

Publications (2)

Publication Number Publication Date
JPS58151249U JPS58151249U (en) 1983-10-11
JPS63930Y2 true JPS63930Y2 (en) 1988-01-11

Family

ID=30059603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4869582U Granted JPS58151249U (en) 1982-04-02 1982-04-02 Concrete formwork tightening fittings

Country Status (1)

Country Link
JP (1) JPS58151249U (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58137745U (en) * 1982-03-12 1983-09-16 有限会社田沢工務店 Concrete formwork tightening fittings

Also Published As

Publication number Publication date
JPS58151249U (en) 1983-10-11

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