JPS6213655A - Method and jig for clamping concrete mold frame - Google Patents

Method and jig for clamping concrete mold frame

Info

Publication number
JPS6213655A
JPS6213655A JP15828386A JP15828386A JPS6213655A JP S6213655 A JPS6213655 A JP S6213655A JP 15828386 A JP15828386 A JP 15828386A JP 15828386 A JP15828386 A JP 15828386A JP S6213655 A JPS6213655 A JP S6213655A
Authority
JP
Japan
Prior art keywords
tightening
shaft member
washer
shaft
reinforcing pipe
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.)
Granted
Application number
JP15828386A
Other languages
Japanese (ja)
Other versions
JPH0672493B2 (en
Inventor
正志 阿部
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.)
ABE KENSETSU KK
Original Assignee
ABE KENSETSU KK
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 ABE KENSETSU KK filed Critical ABE KENSETSU KK
Priority to JP61158283A priority Critical patent/JPH0672493B2/en
Publication of JPS6213655A publication Critical patent/JPS6213655A/en
Publication of JPH0672493B2 publication Critical patent/JPH0672493B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、コンクリート型枠締付方法およびその締付具
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a concrete form tightening method and a tightening tool thereof.

〔従来の技術〕[Conventional technology]

従来この種のコンクリート型枠締付具としては実公昭5
0−19701号公報、実公昭53−8193号公報、
実公昭49−43409号公報、実公昭52−2832
8号公報等が挙げられる。
Conventionally, this type of concrete formwork fastener was the Jikko 5.
Publication No. 0-19701, Publication No. 53-8193,
Utility Model Publication No. 49-43409, Utility Model Number 52-2832
Publication No. 8, etc. may be mentioned.

第5図は第1従来構造を示しており、その構造は、パネ
ル板51間に介在されるセパレーター52の端部螺子部
53、この場合雄螺子部に軸部材54前端部の螺子部5
5、この場合雌螺子部を螺着し、並列する補強パイプ%
間に軸部材図を直交状に配置し、軸部材54の後部に雌
螺子57を形成し、座全部材兜、この場合丸パイプ用の
ものを軸部材8に貫通し、雄螺子57に締付ナツト59
を螺着し、締付ナツト59によって座全部材詔を介して
補強パイプ団を締付けるように構成したものである。
FIG. 5 shows a first conventional structure, in which an end threaded portion 53 of a separator 52 interposed between panel plates 51, in this case a male threaded portion, and a threaded portion 5 at the front end of a shaft member 54.
5. In this case, screw the female thread part and parallel reinforcement pipe%
A shaft member diagram is arranged orthogonally between them, a female screw 57 is formed at the rear of the shaft member 54, a seat material helmet, in this case for a round pipe, is passed through the shaft member 8, and the male screw 57 is tightened. Attached nut 59
is screwed onto the reinforcing pipe group, and the reinforcing pipe group is tightened by a tightening nut 59 via the seat member sleeve.

また第2従来構造として軸部材Mの長孔に楔部材、を打
込む構造のものがある。
Further, as a second conventional structure, there is a structure in which a wedge member is driven into the elongated hole of the shaft member M.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら上記第1従来構造の場合、ナツトによる締
付であるため、先ずナツトを雄螺子に螺着し、ナツトが
座金部材に当接するまで回し、その後スパナ等でナツト
を回し座金部材を介して補強パイプを締付けることから
その作業能率は低く、また雄螺子にコンクリートが付着
したときにはナツトの回しか困難となり、また、その作
業にあたってはスパナ等の工具が必要となるとともに、
軸部材、座金、ナツトを個々に持ち歩くことから、より
作業能率が低下し、かつ、部品管理が困難という面を有
している。
However, in the case of the above-mentioned first conventional structure, since the nut is used for tightening, the nut is first screwed onto the male screw, turned until the nut contacts the washer member, and then the nut is turned with a spanner or the like and reinforced through the washer member. The work efficiency is low because the pipe is tightened, and when concrete adheres to the male screw, it becomes difficult to turn the nut, and tools such as spanners are required for this work.
Since the shaft member, washer, and nut are carried around individually, work efficiency is further reduced and parts management is difficult.

また、第2従来構造の場合楔部材を打込む作業が必要と
なるため作業能率が低いという不都合を有している。
Further, in the case of the second conventional structure, it is necessary to drive the wedge member, so that the work efficiency is low.

〔問題点を解決するための手段〕[Means for solving problems]

本発明はこれらの不都合を解消することを目的とするも
ので、第1の発明の要旨は、セパレーターのパネル板外
方突出部に軸部材を接続して補強パイプ間に軸部材を直
交状に配置し、該軸部材に遊嵌合した締付部材を軸部材
の半径方向に移動して締付部材を軸部材の段溝に係合し
、該締付部材を回動して締付部材で軸部材に貫通した座
金部材を押圧し、該締付部材により座金部材を介して補
強パイプを締付けることを特徴とするコンクリート型枠
締付方法にある。
The present invention aims to eliminate these inconveniences, and the gist of the first invention is to connect a shaft member to an outwardly protruding portion of a panel plate of a separator, and to orthogonally connect the shaft member between reinforcing pipes. The tightening member loosely fitted to the shaft member is moved in the radial direction of the shaft member to engage the stepped groove of the shaft member, and the tightening member is rotated to tighten the tightening member. A method for tightening a concrete formwork is characterized in that the washer member penetrating the shaft member is pressed, and the reinforcing pipe is tightened by the tightening member via the washer member.

また第2の発明の要旨は、前端部にセパレーターとの接
続部を有し、補強パイプ間に直交状に配置される軸部材
と、該軸部材を貫通して補強パイプに被嵌される座金部
材と、該座金部材を介して補強パイプを締付ける締付部
材とで成り、上記締付部材に一方端が小径で他方端が大
径の異径長孔を形成し、上記軸部材に該異径長孔の小径
側に係合可能な段溝を形成し、該座金部材および/また
は締付部材の対向側面に締付部材を回動したとき座金部
材を押圧し得る圧接部を形成して構成したことを特徴と
するコンクリート型枠締付具にある。
The gist of the second invention is to provide a shaft member having a connection portion with a separator at the front end and disposed perpendicularly between the reinforcing pipes, and a washer that penetrates the shaft member and is fitted onto the reinforcing pipe. member, and a tightening member that tightens the reinforcing pipe through the washer member, the tightening member is formed with elongated holes of different diameters, one end of which has a small diameter and the other end of which is a large diameter, and the shaft member has the different diameter elongated holes formed therein. A step groove that can be engaged is formed on the small diameter side of the long diameter hole, and a pressure contact portion that can press the washer member when the tightening member is rotated is formed on the opposing side surface of the washer member and/or the tightening member. A concrete formwork fastener characterized by comprising:

〔実施例〕〔Example〕

第1図乃至第4図は本発明のコンクリート型枠締付具の
実施例を示すもので、1はパネル板、2はセパレーター
であって、セパレーター2の端部には螺子3が形成され
、セパレーター2の鍔4によって図外のパネル板との間
隔を保持する。
1 to 4 show an embodiment of the concrete formwork fastener of the present invention, in which 1 is a panel plate, 2 is a separator, and a screw 3 is formed at the end of the separator 2. A spacing between the separator 2 and a panel plate (not shown) is maintained by the collar 4 of the separator 2.

5は補強パイプであって、補強パイプ5はパネル板1の
外側面に添って並列されている。
Reference numeral 5 indicates reinforcing pipes, and the reinforcing pipes 5 are arranged in parallel along the outer surface of the panel board 1.

6は軸部材であって、軸部材6の前端部には接続部7、
この場合雌螺子が形成され、その接続部7を前記螺子3
に螺着し、補強パイプ5間に直交状に配置される。
6 is a shaft member, and the front end of the shaft member 6 has a connecting portion 7;
In this case, a female thread is formed, and the connecting part 7 is connected to the thread 3.
and are arranged orthogonally between the reinforcing pipes 5.

8は座金部材であって、座金部材8はこの場合補強パイ
プ5が円形断面のため丸パイプ用のものとなっており、
座金部材8の中央には軸部材6に貫挿するための孔9が
形成されている。
8 is a washer member, and in this case, the washer member 8 is for a round pipe because the reinforcing pipe 5 has a circular cross section.
A hole 9 through which the shaft member 6 is inserted is formed in the center of the washer member 8 .

10は締付部材であって、締付部材10は長方形板状に
形成されている。
10 is a tightening member, and the tightening member 10 is formed in a rectangular plate shape.

また前記軸部材6には環状の段溝11が形成され、段溝
11の後部段面を係止段画成とし、係止段面貌からパネ
ル板1外面までの距MQは補強パイプ5の外径、座金部
材8の厚さ等によって決定される。
Further, an annular step groove 11 is formed in the shaft member 6, and the rear step surface of the step groove 11 defines a locking step. It is determined by the diameter, the thickness of the washer member 8, etc.

また前記締付部材10には一方端が小径で他方端が大径
の異径長孔Bが形成され、その大径側13aは軸部材6
の外径より大きく、その小径側13 bは軸部材6の外
径より小さく段溝11の外径よりやや大−きいものに形
成され、その大径側13 aに軸部材6を貫挿し、軸部
材6の後端部に膨出部14を形成し、締付6部材10の
抜は外れを防ぎ、かつ締付部材10の座金部材8対向面
は平坦面に形成され、係止段面貌対向面は小径側13 
bから大径側13 aに向かって次第に締付部材10の
厚さが小さくなる係止斜面正に形成され、締付部材10
の大径側13 a端部には握部16が形成され、軸部材
6の後端部には異径長孔13の小径側13 bの幅と同
幅の2面カット面17か形成されている。
Further, the tightening member 10 is formed with a long hole B having a small diameter at one end and a large diameter at the other end, and the large diameter side 13a is formed in the shaft member 6.
The small diameter side 13b is formed to be smaller than the outer diameter of the shaft member 6 and slightly larger than the outer diameter of the stepped groove 11, and the shaft member 6 is inserted into the large diameter side 13a, A bulging portion 14 is formed at the rear end of the shaft member 6 to prevent the tightening member 10 from being pulled out and removed, and the surface of the tightening member 10 facing the washer member 8 is formed as a flat surface to provide a locking stepped surface appearance. The opposite surface is the small diameter side 13
A locking slope is formed in which the thickness of the tightening member 10 gradually decreases from b to the large diameter side 13a, and the tightening member 10
A grip portion 16 is formed at the end of the large diameter side 13a of the shaft member 6, and a two-sided cut surface 17 having the same width as the width of the small diameter side 13b of the elongated hole 13 with different diameters is formed at the rear end of the shaft member 6. ing.

また、座金部材8の対向側面にはその両側に圧接部迅が
二山状に形成され、圧接部毘間の座金部材8中程は締付
部材10の幅とほぼ同幅の谷底面捻に形成されている。
Further, on the opposing side surface of the washer member 8, pressure contact portions are formed in the form of two peaks on both sides, and the middle part of the washer member 8 between the pressure contact portions is formed into a valley bottom surface twisted with approximately the same width as the width of the tightening member 10. It is formed.

この実施例は上記構成であるから、セパレーター2の螺
子3に軸部材6の接続部7を螺着連結して軸部材6を補
強パイプ5間に直交状に配置し、座金部材8を補強パイ
プ5に被嵌し、締付部材10を谷底面19に当たる方向
の状態で異径長孔凪の大径側13 aと軸部材6との遊
嵌合で締付部材10を座金部材8側に移動し、のち握部
用を握って締付部材10を軸部材6の半径方向に小径側
13 bが軸部材6に向くように引動する。
Since this embodiment has the above-mentioned configuration, the connecting portion 7 of the shaft member 6 is screwed and connected to the screw 3 of the separator 2, the shaft member 6 is disposed orthogonally between the reinforcing pipes 5, and the washer member 8 is connected to the reinforcing pipe. 5, and with the tightening member 10 in the direction of contacting the root surface 19, the large diameter side 13a of the long hole with different diameters is loosely fitted to the shaft member 6, and the tightening member 10 is moved to the washer member 8 side. Then, by grasping the grip part, the tightening member 10 is pulled in the radial direction of the shaft member 6 so that the small diameter side 13b faces the shaft member 6.

このとき係止斜面正と係止段面nとが係合し、その斜面
作用で座金部材8は補強パイプ5を押圧し、補強パイプ
5とパネル板1外側面との間等に生じている隙間をほぼ
無くすことができる。
At this time, the locking slope positive and the locking step surface n engage with each other, and the washer member 8 presses the reinforcing pipe 5 due to the slope action, which is generated between the reinforcing pipe 5 and the outer surface of the panel board 1. Gaps can be almost eliminated.

この状態において締付部材10を廻動すると締付部材1
0の対向側面は座金部材8の圧接部迅に係合する。
When the tightening member 10 is rotated in this state, the tightening member 1
The opposite side surface of the washer member 8 engages with the pressure contact portion of the washer member 8.

このとき座金部材8は押圧され、座金部材8を介して補
強パイプ5を締付けでき、締付部材1oの90度回動近
傍にて締付部材10をロック固定できる。
At this time, the washer member 8 is pressed, and the reinforcing pipe 5 can be tightened through the washer member 8, and the tightening member 10 can be locked and fixed near the 90 degree rotation of the tightening member 1o.

このため、締付部材10の軸方向移動、半径方向の移動
および回動の各動作で補強パイプ5を容易に締付けでき
る。
Therefore, the reinforcing pipe 5 can be easily tightened by the axial movement, radial movement, and rotation of the tightening member 10.

尚、他の実施例としては係止斜面正を形成せずに圧接部
迅の作用のみで補強パイプ5を締付けることも可能であ
り、また、圧接部迅を締付部材10側若しくは締付部材
10および座金部材8の双方に形成してもよく、また締
付部材10と座金部材8との間に圧接部迅を有する中間
部材を介在してもよい。
In addition, as another embodiment, it is possible to tighten the reinforcing pipe 5 only by the action of the pressure welding part without forming a locking slope, and it is also possible to tighten the reinforcing pipe 5 only by the action of the pressure welding part. 10 and the washer member 8, or an intermediate member having a pressure contact portion may be interposed between the tightening member 10 and the washer member 8.

また、本実施例では円形断面の補強パイプ5の場合を示
しているが、断面四角状、三角状の場合には適用できる
Further, although this embodiment shows the case where the reinforcing pipe 5 has a circular cross section, it can also be applied to cases where the cross section is square or triangular.

また、締付部材10には握部16が形成されているので
締付部材Wの回動はスパナ等の工具なしででき、かつ、
この実施例では2面カット面17に異径長孔13の小径
側13 bを引掛け、軸部材6も工具なしで回動できる
Further, since the tightening member 10 is formed with a grip portion 16, the tightening member W can be rotated without a tool such as a spanner, and
In this embodiment, the small diameter side 13b of the different diameter elongated hole 13 is hooked on the two-sided cut surface 17, and the shaft member 6 can also be rotated without a tool.

また、この実施例の場合軸部材6に座金部材8、締付部
材10が膨出部14によって外れないようになっている
ので、それらが一体的に持ち歩きできる。
Furthermore, in this embodiment, the washer member 8 and the tightening member 10 are prevented from coming off from the shaft member 6 by the bulge 14, so that they can be carried around together.

また、セパレーター2の螺子3が雌螺子の場合接続部7
は雄螺子となる。
In addition, if the screw 3 of the separator 2 is a female screw, the connecting portion 7
becomes a male screw.

〔発明の効果〕〔Effect of the invention〕

本発明は上述の如く、締付部材を軸部材の半径方向に移
動して締付部材を軸部材の段溝に係合し、該締付部材を
回動して締付部材で座金部材を押圧することによって該
締付部材により座金部材を介して補強パイプを締付ける
ことができ、このため補強パイプを容易にかつ確実に締
付けできるととも・に型枠締付作業の能率を向上するこ
とができる。
As described above, the present invention moves the tightening member in the radial direction of the shaft member, engages the tightening member with the stepped groove of the shaft member, and rotates the tightening member to engage the washer member with the tightening member. By pressing, the reinforcing pipe can be tightened by the tightening member via the washer member, so that the reinforcing pipe can be easily and reliably tightened, and the efficiency of formwork tightening work can be improved. can.

以上、所期の目的を充分達成することができる。As described above, the intended purpose can be fully achieved.

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

図面は本発明の一実施例を示すもので、第1図は分解斜
視図、第2図は締付後の側断面図、第3図は締付前の正
面図、第4図は全体斜視図、第5図は従来構造の締付後
の側断面図である。 5・、・補強パイプ°、6・・軸部材、7・・接続部、
8・・座金部材、10・・締付部材、11・・段溝、1
3・・異径長孔、迅・・圧接部。 昭和61年7月5日 出願人  阿  部  正  志 同   有限会社  回部建設 727腸 7、?− 7+−1 フグ40
The drawings show one embodiment of the present invention; Fig. 1 is an exploded perspective view, Fig. 2 is a side sectional view after tightening, Fig. 3 is a front view before tightening, and Fig. 4 is an overall perspective view. 5 are side sectional views of the conventional structure after tightening. 5. Reinforcement pipe °, 6. Shaft member, 7. Connection part,
8...Washer member, 10...Tightening member, 11...Step groove, 1
3. Long holes with different diameters, quick pressure contact parts. July 5, 1985 Applicant Masashi Abe Shido Limited Company Kaibu Construction 727 7,? -7+-1 Puffer fish 40

Claims (1)

【特許請求の範囲】 1 セパレーターのパネル板外方突出部に軸部材を接続
して補強パイプ間に軸部材を直 交状に配置し、該軸部材に遊嵌合した締付 部材を軸部材の半径方向に移動して締付部 材を軸部材の段溝に係合し、該締付部材を 回動して締付部材で軸部材に貫通した座金 部材を押圧し、該締付部材により座金部材 を介して補強パイプを締付けることを特徴 とするコンクリート型枠締付方法。 2 前端部にセパレーターとの接続部を有し、補強パイ
プ間に直交状に配置される軸部材 と、該軸部材を貫通して補強パイプに被嵌 される座金部材と、該座金部材を介して補 強パイプを締付ける締付部材とで成り、上 記締付部材に一方端が小径で他方端が大径 の異径長孔を形成し、上記軸部材に該異径 長孔の小径側に係合可能な段溝を形成し、 該座金部材および/または締付部材の対向 側面に締付部材を回動したとき座金部材を 押圧し得る圧接部を形成して構成したこと を特徴とするコンクリート型枠締付具。
[Claims] 1. A shaft member is connected to the outward protrusion of the panel plate of the separator, and the shaft member is orthogonally arranged between the reinforcing pipes, and the tightening member loosely fitted to the shaft member is connected to the shaft member. The clamping member is moved in the radial direction to engage the stepped groove of the shaft member, and the clamping member is rotated to press the washer member penetrating the shaft member, and the clamping member is used to press the washer member that penetrates the shaft member. A concrete formwork tightening method characterized by tightening a reinforcing pipe through members. 2. A shaft member that has a connection part with the separator at the front end and is arranged orthogonally between the reinforcing pipes, a washer member that penetrates the shaft member and is fitted onto the reinforcing pipe, and a washer member that is inserted through the washer member. and a tightening member for tightening the reinforcing pipe, and the tightening member is formed with elongated holes of different diameters, one end of which has a small diameter and the other end of which is a large diameter, and the shaft member is formed with elongated holes of different diameters that engage with the small diameter side of the elongated holes of different diameters. Concrete characterized by forming step grooves that can be combined with each other, and forming a press-contact part that can press the washer member when the tightening member is rotated on the opposite side of the washer member and/or the tightening member. Formwork fasteners.
JP61158283A 1986-07-05 1986-07-05 Concrete form tightening method Expired - Lifetime JPH0672493B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61158283A JPH0672493B2 (en) 1986-07-05 1986-07-05 Concrete form tightening method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61158283A JPH0672493B2 (en) 1986-07-05 1986-07-05 Concrete form tightening method

Publications (2)

Publication Number Publication Date
JPS6213655A true JPS6213655A (en) 1987-01-22
JPH0672493B2 JPH0672493B2 (en) 1994-09-14

Family

ID=15668211

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61158283A Expired - Lifetime JPH0672493B2 (en) 1986-07-05 1986-07-05 Concrete form tightening method

Country Status (1)

Country Link
JP (1) JPH0672493B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH024942A (en) * 1989-02-10 1990-01-09 Toshiba Corp Permanent magnetic alloy

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS473525U (en) * 1971-01-29 1972-09-05
JPS4715320U (en) * 1971-03-19 1972-10-23
JPS4819951U (en) * 1971-07-14 1973-03-07
JPS50909U (en) * 1973-04-18 1975-01-08
JPS5118601U (en) * 1974-07-26 1976-02-10

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS473525U (en) * 1971-01-29 1972-09-05
JPS4715320U (en) * 1971-03-19 1972-10-23
JPS4819951U (en) * 1971-07-14 1973-03-07
JPS50909U (en) * 1973-04-18 1975-01-08
JPS5118601U (en) * 1974-07-26 1976-02-10

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH024942A (en) * 1989-02-10 1990-01-09 Toshiba Corp Permanent magnetic alloy
JPH0583627B2 (en) * 1989-02-10 1993-11-26 Tokyo Shibaura Electric Co

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JPH0672493B2 (en) 1994-09-14

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