JPH0246972Y2 - - Google Patents

Info

Publication number
JPH0246972Y2
JPH0246972Y2 JP8876386U JP8876386U JPH0246972Y2 JP H0246972 Y2 JPH0246972 Y2 JP H0246972Y2 JP 8876386 U JP8876386 U JP 8876386U JP 8876386 U JP8876386 U JP 8876386U JP H0246972 Y2 JPH0246972 Y2 JP H0246972Y2
Authority
JP
Japan
Prior art keywords
screw hole
formwork
flange portion
bolt
embedded nut
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
JP8876386U
Other languages
Japanese (ja)
Other versions
JPS62200408U (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 JP8876386U priority Critical patent/JPH0246972Y2/ja
Publication of JPS62200408U publication Critical patent/JPS62200408U/ja
Application granted granted Critical
Publication of JPH0246972Y2 publication Critical patent/JPH0246972Y2/ja
Expired legal-status Critical Current

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  • Ladders (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案はコンクリート電柱に足場ボルトを螺着
させるために使用される埋込ナツトに関するもの
である。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to an embedded nut used for screwing scaffolding bolts onto concrete utility poles.

[従来の技術] 従来、この種の埋込ナツトは知られており、電
柱の製造時に型枠内壁の所定位置にこれら埋込ナ
ツトを位置せしめて型枠の外壁よりボルトを螺着
し固定させ、生コンクリートを型枠内に流し込ん
で成形しているが、遠心力を利用して締固めする
際にボルトの緩みによつて生じた隙間から埋込ナ
ツトのねじ孔へ生コンクリートが侵入し、建柱後
に足場ボルトを螺着させにくくしていた。
[Prior Art] This type of embedded nut has been known in the past, and when manufacturing utility poles, these embedded nuts are positioned at predetermined positions on the inner wall of the formwork, and bolts are screwed and fixed from the outer wall of the formwork. , the ready-mixed concrete is poured into the formwork and formed, but when compacting using centrifugal force, the ready-mixed concrete enters the screw hole of the embedded nut through the gap created by the loosening of the bolt. It was made difficult to screw in scaffolding bolts after the pillars were erected.

そこで、出願人は実公昭49−37640号に見られ
るように埋込ナツトの端面にパツキンを重ね、こ
のパツキンを介して治具で締付けて固定させるよ
うにすることで埋込ナツトのねじ孔に生コンクリ
ートを侵入させることのないようにするべくパツ
キンを考案した。
Therefore, as seen in Utility Model Publication No. 49-37640, the applicant put a packing on the end face of the embedded nut and fixed it by tightening it with a jig through this packing, so that it could fit into the screw hole of the embedded nut. A seal was devised to prevent fresh concrete from penetrating.

[考案が解決しようとする問題点] 本考案は前記実公昭49−37640号公報の如きバ
ツキンを使用することによる作業の煩わしさや、
経済的な負担を解消せんとするものである。
[Problems to be solved by the invention] The invention solves the troublesome work caused by using a bag as in the above-mentioned Japanese Utility Model Publication No. 49-37640,
The aim is to relieve the economic burden.

[考案の構成] 内側に足場ボルトを螺合させるねじ孔を設けた
有底筒体の開口端側にフランジ部を設けると共
に、該フランジ部の端面をねじ孔側で低くしたテ
ーパー面に形成して合成樹脂材の一体成形により
構成する。
[Structure of the invention] A flange portion is provided on the open end side of a bottomed cylindrical body with a screw hole for screwing a scaffolding bolt on the inside, and the end surface of the flange portion is formed into a tapered surface that is lowered on the screw hole side. It is constructed by integral molding of synthetic resin material.

[作用] 型枠内壁に位置させた埋込ナツトは、型枠外壁
より螺合させたボルトの締付けでフランジ部端面
に設けたテーパー面の遊びでボルトに圧着し、遠
心力によつても緩みを生じることがなく、従つ
て、内側のねじ孔への生コンクリートの侵入を防
止させる。
[Function] The embedded nut placed on the inner wall of the formwork is crimped against the bolt by the play of the tapered surface provided on the end face of the flange when the bolt screwed into the outer wall of the formwork is tightened, and it is not loosened by centrifugal force. Therefore, it is possible to prevent fresh concrete from entering the inner screw hole.

[実施例] 図において1は内側に足場ボルトを螺合させる
ねじ孔2を設けた有底筒体であり、該有底筒体1
の開口端側にフランジ部3を設けて合成樹脂材に
より一体成形される。
[Example] In the figure, 1 is a bottomed cylindrical body provided with a screw hole 2 on the inside into which a scaffolding bolt is screwed, and the bottomed cylindrical body 1
A flange portion 3 is provided on the open end side of the flange portion 3, and the flange portion 3 is integrally molded from a synthetic resin material.

そして、フランジ部3の端面は第2図に示すよ
うにねじ孔2の側で低くしたテーパー面4に形成
している。なお、有底筒体1の外表面を断面六角
形状とし、さらにリブ5を複数条周回させること
によりコンクリートへの交絡を高めるようにして
いる。
The end surface of the flange portion 3 is formed into a tapered surface 4 that is lowered on the side of the screw hole 2, as shown in FIG. The outer surface of the bottomed cylindrical body 1 has a hexagonal cross section, and a plurality of ribs 5 are arranged around the ribs 5 to enhance entanglement with the concrete.

次に、このように構成してなる本考案の埋込ナ
ツトAの使用について説明する。第4図において
6は電柱成型用の型枠であり、所定箇所に埋込ナ
ツトAのフランジ部3の外径と同径の円孔7を開
設する。8は前記円孔7と同径の円孔9を設けた
治具であり、該治具8は円孔9が型枠6に設けた
円孔7に連通するように型枠6の外壁に溶接等に
より固着する。該治具8の円孔9の外部側には円
孔9より大径のねじ孔10を成形している。
Next, the use of the embedded nut A of the present invention constructed in this way will be explained. In FIG. 4, reference numeral 6 denotes a formwork for forming a utility pole, and a circular hole 7 having the same diameter as the outer diameter of the flange portion 3 of the embedded nut A is opened at a predetermined location. 8 is a jig provided with a circular hole 9 having the same diameter as the circular hole 7, and the jig 8 is provided on the outer wall of the formwork 6 so that the circular hole 9 communicates with the circular hole 7 formed in the formwork 6. Fixed by welding, etc. A screw hole 10 having a larger diameter than the circular hole 9 is formed on the outside of the circular hole 9 of the jig 8.

11は埋込ナツトAを暫定的に固定させるボル
トであり、平面六角形の頭部12の下部に前記円
孔7及び9に嵌合させる円柱部13を設けると共
に、該円柱部13の上半部分に治具8に設けたね
じ孔10に螺合させるねじ溝14を形成してい
る。このねじ溝14は前記ねじ孔10に螺合させ
た際に、円柱部13の下端が第4図に示すように
型枠6の内壁面から僅かに突出するようにその下
端の位置を調節して形成される。
Reference numeral 11 denotes a bolt for temporarily fixing the embedded nut A, and a cylindrical portion 13 that fits into the circular holes 7 and 9 is provided at the lower part of the planar hexagonal head 12, and the upper half of the cylindrical portion 13 is provided. A threaded groove 14 is formed in the portion to be screwed into a threaded hole 10 provided in the jig 8. The position of the lower end of the threaded groove 14 is adjusted so that when the threaded groove 14 is screwed into the threaded hole 10, the lower end of the cylindrical part 13 slightly protrudes from the inner wall surface of the formwork 6, as shown in FIG. It is formed by

そして、ボルト11を治具8を介して型枠6に
取付け、このボルト11の型枠6内に突出する軸
部15にねじ孔2を螺合させて埋込ナツトAを取
付け、締付けてやれば、埋込ナツトAはテーパー
面4の遊びと合成樹脂材の可撓性とによりフラン
ジ部3の端面がボルト11の円柱部13下端面に
圧接される。
Then, attach the bolt 11 to the formwork 6 via the jig 8, screw the screw hole 2 into the shaft portion 15 of the bolt 11 protruding into the formwork 6, attach the embedded nut A, and tighten. For example, in the embedded nut A, the end surface of the flange portion 3 is pressed against the lower end surface of the cylindrical portion 13 of the bolt 11 due to the play of the tapered surface 4 and the flexibility of the synthetic resin material.

このため、型枠6に生コンクリートを流し込
み、遠心力を利用して締固めても埋込ナツトAと
ボルト11とを緩ませることはなく、従つて埋込
ナツトAのねじ孔2に生コンクリートを侵入させ
ることはない。
Therefore, even if fresh concrete is poured into the formwork 6 and compacted using centrifugal force, the embedded nuts A and the bolts 11 will not loosen, and the fresh concrete will not be inserted into the screw holes 2 of the embedded nuts A. will not be allowed to invade.

[考案の効果] 以上に述べたように本考案のコンクリート電柱
埋込用ナツトはフランジ部端面に設けたテーパー
面によりボルトに圧着され、しかも緩みを生じる
ことがなく、ねじ孔への生コンクリートの侵入を
防止することができ、しかもパツキンを介して締
付ける必要がないから型枠への取付け作業性に優
れ、さらには該パツキンを使用する場合にみられ
る経済上の負担もなくすることができるといつた
ように多くの利点がある。
[Effects of the invention] As described above, the nut for embedding in concrete utility poles of the present invention is crimped onto the bolt by the tapered surface provided on the end face of the flange, and there is no loosening, and it is easy to insert fresh concrete into the screw hole. It is possible to prevent intrusion, and since there is no need to tighten through the packing, it is easy to attach to the formwork, and furthermore, the economic burden that is seen when using the packing can be eliminated. There are many advantages as mentioned above.

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

図は本考案の実施例に係わるもので第1図は外
観斜視図、第2図は一部拡大断面図、第3図は型
枠に取付けた状態を示す平面図、第4図は同上要
部断面図である。 1……有底筒体、2……ねじ孔、3……フラン
ジ部、4……テーパー面、A……埋込ナツト。
The figures relate to an embodiment of the present invention, and Fig. 1 is an external perspective view, Fig. 2 is a partially enlarged cross-sectional view, Fig. 3 is a plan view showing the state attached to the formwork, and Fig. 4 is the same as above. FIG. 1... Bottomed cylindrical body, 2... Screw hole, 3... Flange portion, 4... Tapered surface, A... Embedded nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内側に足場ボルトを螺合させるねじ孔を設けた
有底筒体の開口端側にフランジ部を設けると共
に、該フランジ部の端面をねじ孔側で低くしたテ
ーパー面に形成して合成樹脂材により一体成形し
てなるコンクリート電柱埋込用ナツト。
A flange portion is provided on the open end side of a bottomed cylinder with a screw hole for screwing a scaffolding bolt on the inside, and the end surface of the flange portion is formed into a tapered surface that is lowered on the screw hole side, and is made of synthetic resin material. An integrally molded nut for embedding in concrete utility poles.
JP8876386U 1986-06-11 1986-06-11 Expired JPH0246972Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8876386U JPH0246972Y2 (en) 1986-06-11 1986-06-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8876386U JPH0246972Y2 (en) 1986-06-11 1986-06-11

Publications (2)

Publication Number Publication Date
JPS62200408U JPS62200408U (en) 1987-12-21
JPH0246972Y2 true JPH0246972Y2 (en) 1990-12-11

Family

ID=30947148

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8876386U Expired JPH0246972Y2 (en) 1986-06-11 1986-06-11

Country Status (1)

Country Link
JP (1) JPH0246972Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2711227B2 (en) * 1993-12-10 1998-02-10 株式会社オーイケ Method of manufacturing concrete products, concrete buried objects and setting tools
JP5525472B2 (en) * 2011-03-29 2014-06-18 大成建設株式会社 Column member manufacturing method and column member

Also Published As

Publication number Publication date
JPS62200408U (en) 1987-12-21

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