JPH082313Y2 - Connecting tool for concrete form clamps - Google Patents

Connecting tool for concrete form clamps

Info

Publication number
JPH082313Y2
JPH082313Y2 JP1989074566U JP7456689U JPH082313Y2 JP H082313 Y2 JPH082313 Y2 JP H082313Y2 JP 1989074566 U JP1989074566 U JP 1989074566U JP 7456689 U JP7456689 U JP 7456689U JP H082313 Y2 JPH082313 Y2 JP H082313Y2
Authority
JP
Japan
Prior art keywords
plate
heat insulating
insulating material
sleeve
connector
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 - Fee Related
Application number
JP1989074566U
Other languages
Japanese (ja)
Other versions
JPH0314250U (en
Inventor
晋男 山田
巌 森
敏和 染谷
Original Assignee
岡部株式会社
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 岡部株式会社 filed Critical 岡部株式会社
Priority to JP1989074566U priority Critical patent/JPH082313Y2/en
Publication of JPH0314250U publication Critical patent/JPH0314250U/ja
Application granted granted Critical
Publication of JPH082313Y2 publication Critical patent/JPH082313Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、コンクリート構造物における壁の断熱手
段として予め型枠の堰板内側に断熱材を張つて型枠を組
立てるのに使用するコンクリート型枠締付金具用連結具
に係るものである。
[Detailed Description of the Invention] (Industrial field of application) This invention is a concrete mold used for assembling a mold by preliminarily attaching a heat insulating material to the inside of the dam plate of the mold as a heat insulating means for a wall in a concrete structure. The present invention relates to a connector for a frame fastening metal fitting.

(従来の技術) 従来のこの種のコンクリート型枠締付金具用連結具
は、第8図に示すように、座板(1)の上面の中央部に
取付筒(2)を、外周部には数個の通孔座(3)を適当
間隔になしてそれぞれ設け、その取付筒(2)と通孔座
(3)を放射状のリブ(4)により連結して成る台座
(イ)を合成樹脂により作製し、その台座(イ)の取付
筒(2)内に金属製の鍔(5)付き雌ねじ筒(6)を嵌
合固定して連結具(ロ)を構成する。
(Prior Art) As shown in FIG. 8, a conventional connector for a concrete form clamping member of this type has a mounting tube (2) at the center of the upper surface of a seat plate (1) and an outer peripheral portion at the outer periphery. Is a combination of several through hole seats (3) arranged at appropriate intervals, and the mounting cylinder (2) and the through hole seat (3) are connected by radial ribs (4) to form a pedestal (a). It is made of resin, and a female threaded cylinder (6) with a metal collar (5) is fitted and fixed in the mounting cylinder (2) of the pedestal (a) to form a connector (b).

そして、連結具(ロ)の雌ねじ筒(6)の内側部にセ
パレータ(7)の端部のねじ(8)をそのストツパ
(9)までねじ込んで外側部に軸足(10)の一端部のね
じ(11)をねじ込んだ後、内面に断熱材(12)を張設す
る堰板(13)に穿つた通孔(14)に軸足(10)を挿通し
て台座(イ)の下面を断熱材(12)に当て、その後、釘
(15)を台座(イ)の通孔座(3)内から断熱材(12)
内に通し堰板(13)に打込んで連結具(ロ)を断熱材
(12)付き堰板(13)に仮止めする。
Then, the screw (8) at the end of the separator (7) is screwed to the stopper (9) inside the female screw cylinder (6) of the connector (b), and the one end of the shaft foot (10) is attached to the outside. After screwing in the screw (11), insert the shaft foot (10) into the through hole (14) drilled in the weir plate (13) that stretches the heat insulating material (12) on the inner surface, and attach the lower surface of the pedestal (a). Hit the heat insulating material (12), and then apply the nail (15) from inside the through hole seat (3) of the pedestal (a) to the heat insulating material (12).
It is inserted into the weir plate (13) and is temporarily fixed to the weir plate (13) with the heat insulating material (12).

次いで、軸足(10)の他端部のねじ(16)の突出部に
締付杆(17)の基端ねじ孔(18)をねじ込み、その後
は、従来と同様に操作して型枠を組立てている。
Then, screw the base end screw hole (18) of the tightening rod (17) into the protruding part of the screw (16) at the other end of the shaft foot (10), and then operate the mold in the same manner as in the conventional method. Assembling.

(考案が解決しようとする問題点) 上記従来のコンクリート型枠締付金具用連結具におい
ては、 (1)締付杆を軸足の他端部のねじにねじ込み堰板を締
付けて型枠を組立てるとき、堰板の締過ぎによる連結具
の断熱材内への喰込みが大きくて壁厚寸法が狂う。
(Problems to be Solved by the Invention) In the above-mentioned conventional connector for concrete formwork clamp fittings, (1) screw the fastening rod into the screw at the other end of the shaft foot and tighten the dam plate to form the formwork. At the time of assembling, the weir plate is over-tightened, so that the coupling tool is greatly intruded into the heat insulating material and the wall thickness dimension is changed.

(2)連結具により断熱材を損傷して断熱性能を損つて
しまう。
(2) The heat insulating material is damaged by the connecting tool and the heat insulating performance is impaired.

(3)連結具の断熱材付き堰板への仮止めが、釘を使用
しないと止められない。
(3) Temporary fixing of the connector to the barrier plate with heat insulating material cannot be stopped without using nails.

等の点に問題がある。 There is a problem in such points.

(問題点を解決するための手段) この考案は、上記の問題点を解決するために、座板
(1)の上面の中央部に取付筒(2)を、外周部には数
個の通孔座(3)を適当間隔になしそれぞれ設けてその
取付筒(2)と通孔座(3)を放射状のリブ(4)によ
り連結し、該座板(1)の下面の中央部にはその取付筒
(2)に連通して堰板(13)の内側の断熱材(12)の厚
さとほぼ同じ長さのスリーブ(19)を、そのスリーブ
(19)の外周面には数個の板状突出片(20)を放射状に
なし一体にそれぞれ設けて成る台座(21)を形成し、該
台座(21)の取付筒(2)内に金属製の雌ねじ筒(6)
を嵌合固定してコンクリート型枠締付金具用連結具
(a)を構成する。
(Means for Solving Problems) In order to solve the above problems, the present invention has a mounting tube (2) at the center of the upper surface of the seat plate (1) and several passages at the outer peripheral part. The hole seats (3) are provided at appropriate intervals, and the mounting cylinders (2) and the through hole seats (3) are connected by the radial ribs (4), and the central portion of the lower surface of the seat plate (1) is A sleeve (19) communicating with the mounting tube (2) and having a length approximately the same as the thickness of the heat insulating material (12) inside the barrier plate (13) is provided on the outer peripheral surface of the sleeve (19). the plate-like protrusion piece (20) forms a radially to form a base (21) comprising respectively integrally mounting cylinder of the pedestal (21) (2) metal female screw cylinder in (6)
Are fixed to each other to form a concrete mold tightening metal fitting (a).

(実施例) 第1図乃至第7図に示すこの考案の一実施例について
その構造を説明すれば、(b)はコンクリート型枠締付
金具、(a)は締付金具(b)の連結具を示し、(21
は連結具(a)の合成樹脂製の台座で、座板(1)の上
面の中央部に取付筒(2)を、外周部には数個の通孔座
(3)を適当間隔になしてそれぞれ設け、その取付筒
(2)と数個の通孔座(3)を放射状のリブ(4)によ
り、数個の通孔座(3)を円弧状のリブ(22)によりそ
れぞれ連結し、座板(1)の下面の中央部には取付筒
(2)に連通して堰板(13)の内側の断熱材(12)の厚
さとほぼ同じ長さのスリーブ(19)を、そのスリーブ
(19)の外周面の上部には座板(1)およびスリーブ
(19)に連結して下縁が外側上方へのテーパーをなす三
個の板状突出片(20)を放射状になし一体にそれぞれ設
けて成る。(6)は金属製の雌ねじ筒で、その上端に鍔
(5)を形成し、該雌ねじ筒(6)を台座(21)の取付
筒(2)内に嵌合固定して連結具(a)を構成する。
(Embodiment) The structure of one embodiment of the present invention shown in FIGS. 1 to 7 will be described. (B) is a concrete form fitting, and (a) is a fitting (b). Ingredients, ( 21 )
Is a pedestal made of synthetic resin of the connecting tool (a), and the mounting tube (2) is provided in the central portion of the upper surface of the seat plate (1), and several through hole seats (3) are provided in the outer peripheral portion at appropriate intervals. The mounting cylinder (2) and several through hole seats (3) are connected by a radial rib (4), and several through hole seats (3) are connected by an arcuate rib (22). , A sleeve (19) communicating with the mounting cylinder (2) and having a length approximately the same as the thickness of the heat insulating material (12) inside the weir plate (13) at the center of the lower surface of the seat plate (1), On the upper part of the outer peripheral surface of the sleeve (19), three plate-like projecting pieces (20), which are connected to the seat plate (1) and the sleeve (19) and have a lower edge tapering upward and outward, are formed integrally with each other. It is provided in each. (6) is an internal thread cylinder made of metal, and a flange (5) is formed on the upper end thereof, and the internal thread cylinder (6) is fitted and fixed in the mounting cylinder (2) of the pedestal ( 21 ) to connect the connector (a). ).

(7)はセパレータで、両端部にねじ(8)を設ける
と共に、そのねじ(8)の基端部にストツパ(9)を形
成する。(10)は軸足で、両端部にねじ(11),(16)
を設ける。(13)は型枠の堰板で、その内側に断熱材
(12)を張つて所要箇所に通孔(14)を穿つ。(17)は
締付杆で、その基端面中心にねじ孔(18)を設け、図示
してないが、先端部にはねじを形成したものである。
(23)は型枠解体後、連結具(a)のスリーブ(19)内
に打込む合成樹脂製で有底円筒状の栓、(C)はコンク
リート壁を示す。
Reference numeral (7) is a separator, and screws (8) are provided at both ends of the separator, and stoppers (9) are formed at the base ends of the screws (8). (10) is a shaft foot with screws (11), (16) at both ends
To provide. (13) is a dam plate of the formwork, and a heat insulating material (12) is stretched inside the dam plate to form through holes (14) at required positions. (17) is a tightening rod, which is provided with a screw hole (18) at the center of the base end face thereof, and a screw is formed at the tip end (not shown).
(23) is a synthetic resin bottomed cylindrical stopper that is driven into the sleeve (19) of the connector (a) after the mold is disassembled, and (C) is a concrete wall.

次にその作用を説明する。第6図に示すように、雌ね
じ筒(6)の内側部にセパレータ(7)のねじ(8)を
ストツパ(9)までねじ込んで外側部に軸足(10)のね
じ(11)をねじ込んだ後、軸足(10)を通孔(14)内に
挿通し連結具(a)の板状突出片(20)を断熱材(12)
内に喰込ませてスリーブ(19)を通孔(14)の断熱材
(12)の部分内に押込み、そのスリーブ(19)の先端を
堰板(13)に、座板(1)の下面を断熱材(12)にそれ
ぞれ当てる。
Next, the operation will be described. As shown in FIG. 6, the screw (8) of the separator (7) was screwed to the stopper (9) inside the female screw cylinder (6), and the screw (11) of the shaft foot (10) was screwed into the outside. After that, insert the shaft foot (10) into the through hole (14) and insert the plate-like protruding piece (20) of the connecting tool (a) into the heat insulating material (12).
The sleeve (19) is pushed into the inside of the heat insulating material (12) of the through hole (14), and the tip of the sleeve (19) is placed on the weir plate (13) and the lower surface of the seat plate (1). Apply each to the heat insulating material (12).

その後は、第8図に示す従来と同様に、軸足(10)の
ねじ(16)の突出部に締付杆(17)のねじ孔(18)をね
じ込んで型枠を組立てる。
After that, as in the conventional case shown in FIG. 8, the screw hole (18) of the tightening rod (17) is screwed into the protruding portion of the screw (16) of the shaft foot (10) to assemble the form.

而して、型枠内にコンクリートを打設し、第7図に示
すようにコンクリート壁(c)を構築してそのコンクリ
ートが固まつた後、順次、締付杆(17)、堰板(13)、
軸足(10)を取外す。その後、第7図に示すように、連
結具(a)のスリーブ(19)内に栓(23)を打込んでス
リーブ(19)の開口部を塞ぐ。なお、必要に応じ、第8
図に示す従来と同様に、釘(15)を台座(21)の通孔座
(3)内から断熱材(12)内に通し堰板(13)に打込ん
で連結具(a)を断熱材(12)付き堰板(13)に仮止め
してもよい。
Then, concrete is poured into the formwork, a concrete wall (c) is constructed as shown in FIG. 7, and after the concrete is hardened, the tightening rod (17) and the dam plate ( 13),
Remove the axle foot (10). Then, as shown in FIG. 7, the stopper (23) is driven into the sleeve (19) of the connector (a) to close the opening of the sleeve (19). In addition, if necessary, the 8th
As in the conventional case shown in the figure, the nail (15) is inserted from the through hole seat (3) of the pedestal ( 21 ) into the heat insulating material (12) and driven into the weir plate (13) to insulate the connector (a). It may be temporarily fixed to the barrier plate (13) with the material (12).

(考案の効果) この考案のコンクリート型枠締付金具用連結具は、下
記のような顕著な効果を有する。
(Effects of the Invention) The connector for concrete form clamping member of the present invention has the following remarkable effects.

(1)連結具の座板の下面にスリーブを設け、そのスリ
ーブの先端を型枠の堰板に、座板を上記堰板内側の断熱
材にそれぞれ当てて型枠を締付ける。従つて、 (イ)断熱材の厚さはスリーブによつて保持され、堰板
の締過ぎによる連結具の断熱材内への喰込みが少なくて
壁厚寸法を正確に保持することができる。
(1) A sleeve is provided on the lower surface of the seat plate of the connector, the tip of the sleeve is applied to the dam plate of the form, and the seat plate is applied to the heat insulating material inside the dam plate to tighten the form. Therefore, (a) the thickness of the heat insulating material is held by the sleeve, and the wall thickness dimension can be accurately held because the coupling tool is less likely to be penetrated into the heat insulating material by overtightening the dam plate.

(ロ)連結具により断熱材を損傷することが無くて断熱
材の断熱性能を損わない。
(B) The heat insulating material is not damaged by the connector, and the heat insulating performance of the heat insulating material is not impaired.

(2)連結具の座板の下方のスリーブの外周面に数個の
板状突出片を放射状に設けたから、連結具を取付けたと
きその放射状の板状突出片が断熱材内に喰込む。従つ
て、 (イ)連結具にその仮止め用釘を使用しなくても、連結
具の放射状の板状突出片が連結具の仮止めの効果を発揮
するので、仮止め用釘の打付けおよび型枠解体後の処理
の手間が無くなつて作業性が良い。
(2) Since several plate-like projecting pieces are provided radially on the outer peripheral surface of the sleeve below the seat plate of the connecting tool, when the connecting tool is attached, the radial plate-like projecting pieces dig into the heat insulating material. Therefore, (a) Since the radial plate-like projecting pieces of the connecting tool exert the effect of temporarily fixing the connecting tool without using the temporary fixing nail in the connecting tool, the temporary fixing nail is driven. And the workability is good because there is no need for the processing after dismantling the formwork.

(ロ)締付杆のねじ孔を軸足のねじにねじ込んで堰板を
締付けるとき、連結具の放射状の板状突出片と断熱材の
接触抵抗により連結具が共廻りすることは無くて堰板を
迅速適確に締付けることができる。
(B) When tightening the weir plate by screwing the screw hole of the tightening rod into the screw of the shaft foot, the connector does not rotate together due to the contact resistance between the radial plate-like protruding piece of the connector and the heat insulating material. The plate can be tightened quickly and accurately.

(ハ)連結具の突出片が板状であるから、断熱材に対す
る上記突出片の接触抵抗が大で、連結具の共廻りを確実
に阻止することかできる。
(C) Since the projecting piece of the connecting tool is plate-shaped, the contact resistance of the projecting piece with respect to the heat insulating material is large, and co-rotation of the connecting tool can be reliably prevented.

(ニ)連結具の板状突出片は、数個を放射状に設けたか
ら、断熱材に対する板状突出片の接触抵抗は連結具の周
囲均等に作用して連結具の安定は良好である。
(D) Since several plate-like projecting pieces of the connecting tool are provided radially, the contact resistance of the plate-like projecting pieces with respect to the heat insulating material acts evenly around the connecting tool, and the stability of the connecting tool is good.

(ホ)連結具の板状突出片は、スリーブの軸心方向に沿
つて外周面に一体に設けたから、薄肉でも強度が大で折
れ難い。
(E) Since the plate-shaped projecting piece of the connector is integrally provided on the outer peripheral surface along the axial direction of the sleeve, even if it is thin, it has high strength and is difficult to break.

(ヘ)連結具の突出片がスリーブの軸心方向の板状であ
るから、その突出片は断熱材内に容易に喰込んで型枠の
組立てを簡易になすことができる。
(F) Since the projecting piece of the connector is plate-shaped in the axial direction of the sleeve, the projecting piece can easily be embedded in the heat insulating material to facilitate the assembly of the mold.

(3)型枠解体後の後処理は、連結具のスリーブ内に栓
を打込むだけであるので、簡便に行い得る。
(3) The post-treatment after disassembling the mold can be simply performed because the stopper is simply driven into the sleeve of the connector.

(4)構造が簡単で、容易安価に製作できる。(4) It has a simple structure and can be manufactured easily and inexpensively.

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

第1図はこの考案の一実施例に係るコンクリート型枠締
付金具用連結具の正面図、第2図は平面図、第3図は正
断面図、第4図はその連結具に使用する栓の正面図で、
上半部を切断して示す。第5図は側面図、第6図は同上
連結具を使用して型枠を組立てた状態の要部の正断面
図、第7図はその型枠解体後の要部の正断面図、第8図
は従来のコンクリート型枠締付金具用連結具を使用して
型枠を組立てた状態の要部の正断面図である。 (a)……コンクリート型枠締付金具用連結具、(1)
……座板、(2)……取付筒、(3)……通孔座、
(4)……リブ、(6)……雌ねじ筒、(12)……断熱
材、(13)……堰板、(19)……スリーブ、(20)……
板状突出片、(21)……台座、
FIG. 1 is a front view of a concrete mold fastening fitting connector according to an embodiment of the present invention, FIG. 2 is a plan view, FIG. 3 is a front sectional view, and FIG. 4 is used for the connector. In the front view of the stopper,
The upper half is cut away. FIG. 5 is a side view, FIG. 6 is a front sectional view of an essential part in a state in which the mold is assembled using the same connector, and FIG. 7 is a front sectional view of an essential part after the mold is disassembled. FIG. 8 is a front cross-sectional view of a main part in a state in which a mold is assembled using a conventional connecting tool for concrete mold tightening metal fittings. (A) ... Connectors for concrete form clamps, (1)
…… Seat plate, (2) …… Mounting cylinder, (3) …… Through hole seat,
(4) ...... Rib, (6) ...... Internal threaded cylinder, (12) ...... Insulation material, (13) ...... Dam plate, (19) ...... Sleeve, (20) ......
Plate-shaped protruding piece, ( 21 ) ...... Pedestal,

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】座板の上面の中央部に取付筒を、外周部に
は数個の通孔座を適当間隔になしそれぞれ設けて上記取
付筒と上記通孔座を放射状のリブにより連結し、上記座
板の下面の中央部には上記取付筒に連通して堰板内側の
断熱材の厚さとほぼ同じ長さのスリーブを、そのスリー
ブの外周面には数個の板状突出片を放射状になし一体に
それぞれ設けて成る台座を形成し、該台座の上記取付筒
内に金属製の雌ねじ筒を嵌合固定してなるコンクリート
型枠締付金具用連結具。
1. A mounting cylinder is provided at the center of the upper surface of a seat plate, and several through hole seats are provided on the outer peripheral portion at appropriate intervals, and the mounting cylinder and the through hole seat are connected by radial ribs. , A sleeve having approximately the same thickness as the thickness of the heat insulating material inside the weir plate and communicating with the mounting cylinder in the central portion of the lower surface of the seat plate, and several plate-like protruding pieces on the outer peripheral surface of the sleeve. A connector for a concrete form clamping member, which is formed by forming pedestals that are not provided in a radial shape and are integrally provided, and fit and fix a metallic female screw cylinder in the mounting cylinder of the pedestal.
JP1989074566U 1989-06-26 1989-06-26 Connecting tool for concrete form clamps Expired - Fee Related JPH082313Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989074566U JPH082313Y2 (en) 1989-06-26 1989-06-26 Connecting tool for concrete form clamps

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989074566U JPH082313Y2 (en) 1989-06-26 1989-06-26 Connecting tool for concrete form clamps

Publications (2)

Publication Number Publication Date
JPH0314250U JPH0314250U (en) 1991-02-13
JPH082313Y2 true JPH082313Y2 (en) 1996-01-24

Family

ID=31614366

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989074566U Expired - Fee Related JPH082313Y2 (en) 1989-06-26 1989-06-26 Connecting tool for concrete form clamps

Country Status (1)

Country Link
JP (1) JPH082313Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101861254B1 (en) * 2017-05-26 2018-05-25 (주)태성산업개발 construction method and structure of insulation in concrete outer walls

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5938344U (en) * 1982-09-03 1984-03-10 フクビ化学工業株式会社 Insulation material support in concrete formwork
JPH0332186Y2 (en) * 1985-10-11 1991-07-09

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101861254B1 (en) * 2017-05-26 2018-05-25 (주)태성산업개발 construction method and structure of insulation in concrete outer walls

Also Published As

Publication number Publication date
JPH0314250U (en) 1991-02-13

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