JPH0215622Y2 - - Google Patents

Info

Publication number
JPH0215622Y2
JPH0215622Y2 JP1983152827U JP15282783U JPH0215622Y2 JP H0215622 Y2 JPH0215622 Y2 JP H0215622Y2 JP 1983152827 U JP1983152827 U JP 1983152827U JP 15282783 U JP15282783 U JP 15282783U JP H0215622 Y2 JPH0215622 Y2 JP H0215622Y2
Authority
JP
Japan
Prior art keywords
locking rod
buried
buried member
concrete
main body
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
JP1983152827U
Other languages
Japanese (ja)
Other versions
JPS6060210U (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 JP15282783U priority Critical patent/JPS6060210U/en
Publication of JPS6060210U publication Critical patent/JPS6060210U/en
Application granted granted Critical
Publication of JPH0215622Y2 publication Critical patent/JPH0215622Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は吊上げ反転治具を用いて水路用等のコ
ンクリート製品を反転させるために形成されるコ
ンクリート製品の吊上げ反転用孔の形成装置に関
するものである。
[Detailed description of the invention] [Field of industrial application] The present invention relates to a device for forming holes for lifting and reversing concrete products, which are formed for reversing concrete products for use in waterways, etc., using a lifting and reversing jig. It is.

[従来の技術および問題点] 従来のコンクリート製品の吊上げ反転用孔の形
成装置は第1図に示すように高ナツト1を螺合し
た係止棒2を外型枠3に穿設した透孔4に挿入
し、かつ内側からは両端が開口している円筒状の
埋設部材5を前記係止棒2の先端に被嵌し、その
状態で内型枠6と外型枠3との間にコンクリート
を充填して該コンクリートを固形化させ、その
後、前記係止棒2の電動具を用いて引く抜くもの
であつた。
[Prior Art and Problems] A conventional device for forming holes for lifting and reversing concrete products is a through hole in which a locking rod 2 to which a high nut 1 is screwed is bored in an outer form 3, as shown in Fig. 1. A cylindrical buried member 5, which is inserted into the locking rod 4 and has both ends open from the inside, is fitted onto the tip of the locking rod 2, and in this state is inserted between the inner formwork 6 and the outer formwork 3. The concrete was filled and solidified, and then the locking rod 2 was pulled out using an electric tool.

しかしながら、型内部にコンクリートを充填す
る際、コンクリートミルクベストが矢印Pのごと
く埋設部材5と係止棒2との間に入つてしまい、
コンクリート固形後、係止棒2を引き抜くのにき
わめて大きな力を要すると共にきれいな孔が形成
できないとの問題点があつた。
However, when filling the inside of the mold with concrete, the concrete milk vest gets stuck between the buried member 5 and the locking rod 2 as shown by arrow P.
There was a problem in that an extremely large force was required to pull out the locking rod 2 after the concrete had solidified, and clean holes could not be formed.

[考案の目的] かくして本考案はこの様な従来の問題点に対処
すべく案出されたものであり、係止棒を引き抜く
のに電動具を用いることなく手動で簡単に引き抜
くことができると共に、孔内にコンクリートミル
クペストが侵入することのないコンクリート製品
の吊上げ反転用孔の形成装置を提供することを目
的とするものである。
[Purpose of the invention] Thus, the present invention has been devised to address these conventional problems, and it is possible to easily pull out the locking bar manually without using an electric tool, and An object of the present invention is to provide an apparatus for forming holes for lifting and reversing concrete products, which prevents concrete milk pest from entering the holes.

[考案の構成] 本考案によるコンクリート製品の吊上げ反転用
孔の形成装置は、内型枠と外型枠との間にコンク
リートを充填して成型してなるコンクリート製品
の両側壁に吊上げ反転用孔を形成しうるコンクリ
ート製品の吊上げ反転用孔の形成装置であり、 先端部には小径の雄ねじ部または雌ねじ部が形
成され、全体が円柱状の係止棒本体と、該係止棒
本体の後端部に位置し、係止棒本体の両端に張り
出すつまみとを備え、前記外型枠の透孔に外側か
ら挿入される埋設部材本体と、 略円筒形状を有し、両端部が開口されており、
長手方向略中央の外周には外側に張り出す係止片
が形成され、前記外型枠の内側から前記外型枠を
挟んで前記埋設部材係止棒に被嵌される埋設部材
と、 略円板状に形成され、前記埋設部材の内径以上
の径を有し、片面側中央部には前記係止棒本体の
先端部と螺合する雌ねじ部または雄ねじ部が形成
され、前記外型枠および前記埋設部材を挟んで埋
設部材の先端開口部を塞ぐように前記埋設部材係
止棒に螺合固着される閉塞部材と、 を備えて構成されている。
[Structure of the invention] The device for forming holes for lifting and reversing concrete products according to the present invention forms holes for lifting and reversing in both side walls of a concrete product formed by filling concrete between an inner formwork and an outer formwork. This is a device for forming holes for lifting and reversing concrete products, which can form holes for lifting and reversing concrete products. an embedded member main body that is located at an end and has a knob that protrudes from both ends of the locking rod main body, and is inserted from the outside into the through hole of the outer form frame; and
A locking piece projecting outward is formed on the outer periphery at approximately the center in the longitudinal direction, and the buried member is fitted into the buried member locking rod from inside the outer form frame with the outer form frame interposed therebetween; It is formed into a plate shape and has a diameter equal to or larger than the inner diameter of the embedded member, and a female threaded part or a male threaded part is formed in the center of one side to be screwed with the tip of the locking rod main body, and the outer formwork and and a closing member that is screwed and fixed to the buried member locking rod so as to close the tip opening of the buried member with the buried member interposed therebetween.

[実施例] 以下、本考案を図面に示す実施例に基づいて説
明する。
[Example] The present invention will be described below based on an example shown in the drawings.

図面第2図〜第7図は本考案の第1実施例を示
すものである。
Drawings 2 to 7 show a first embodiment of the present invention.

第1実施例におけるコンクリート製品の吊上げ
反転用孔の形成装置は、第2図に示す埋設部材1
0と、第3図、第4図に示す埋設部材係止棒14
と、第5図または第6図に示す閉塞部材11とか
らなる。
The device for forming a hole for lifting and reversing a concrete product in the first embodiment is a buried member 1 shown in FIG.
0 and the buried member locking rod 14 shown in FIGS. 3 and 4.
and a closing member 11 shown in FIG. 5 or 6.

埋設部材10は金属製または合成樹脂製であつ
て、内部に中空部を有する略円筒パイプ状をな
し、両端部は開口されている。
The buried member 10 is made of metal or synthetic resin, has a substantially cylindrical pipe shape with a hollow portion inside, and is open at both ends.

また前記埋設部材10の外周の長手方向略中央
位置には、コンクリートとの一体化をより強固と
するため、外側に張り出す係止片13が穿設され
ている。尚、この係止片13の形状については何
等限定されない。
Furthermore, a locking piece 13 that projects outward is bored at a substantially central position in the longitudinal direction of the outer periphery of the buried member 10 in order to further strengthen the integration with concrete. Note that the shape of this locking piece 13 is not limited in any way.

次に埋設部材係止棒14は、前記埋設部材10
内に挿入される円柱形状の係止棒本体16と、係
止棒本体16の後端側に位置し、係止棒本体16
の両側に張り出すつまみ15とからなる。
Next, the buried member locking rod 14 is attached to the buried member 10.
A cylindrical locking rod main body 16 inserted into the locking rod main body 16 and a locking rod main body 16 located on the rear end side of the locking rod main body 16.
It consists of a knob 15 protruding from both sides.

前記係止棒本体16の径は前記埋設部材10に
対しすきまばめとなるよう埋設部材10の内径よ
り若干小さく形成してある。
The diameter of the locking rod main body 16 is formed to be slightly smaller than the inner diameter of the buried member 10 so as to provide a loose fit to the buried member 10.

また係止棒本体16の先端部には本体径より小
径の雌ねじ部12が形成されている。
Further, a female threaded portion 12 having a smaller diameter than the main body diameter is formed at the tip of the locking rod main body 16.

なお、埋設部材係止棒14は、合成樹脂部材ま
たは金属部材からなる。
Note that the buried member locking rod 14 is made of a synthetic resin member or a metal member.

次に閉塞部材11は前記埋設部材10の一端側
後部を塞ぐものであつて、前記埋設部材10の外
径とほぼ同径とされた円板状を有しており、片面
側中央部には前記係止棒本体16先端の雌ねじ部
12と螺合する雄ねじ部17が形成されている。
Next, the closing member 11 closes the rear part of one end of the buried member 10, and has a disc shape with approximately the same diameter as the outer diameter of the buried member 10, and has a central portion on one side. A male threaded portion 17 is formed which screws into the female threaded portion 12 at the tip of the locking rod main body 16.

閉塞部材11は金属製としてもよいし、合成樹
脂製としてもよい。
The closing member 11 may be made of metal or synthetic resin.

なお、第6図に示すように閉塞部材11の外周
に雄ねじ部17側の側面より突出するフランジ片
20を穿設しておけば、閉塞部材11と埋設部材
10との密着性をより向上させることができる。
Note that, as shown in FIG. 6, if a flange piece 20 is provided on the outer periphery of the closing member 11 that protrudes from the side surface on the male threaded portion 17 side, the adhesion between the closing member 11 and the buried member 10 can be further improved. be able to.

ところで第3図において符号3は外型枠を示
す。外型枠3には透孔4が穿設されて、この透孔
4の外側には案内部材18が取り付けられてい
る。
By the way, in FIG. 3, reference numeral 3 indicates an outer formwork. A through hole 4 is bored in the outer formwork 3, and a guide member 18 is attached to the outside of the through hole 4.

次に埋設部材10、埋設部材係止棒14および
閉塞部材11の取り付け手順につき説明する。
Next, the procedure for attaching the buried member 10, the buried member locking rod 14, and the closing member 11 will be explained.

まず、埋設部材係止棒14を透孔4内に外側か
ら中側に向かつて差し込む。次いで内型枠6と外
型枠3との間において埋設部材10を前記差し込
まれた係止棒14に被嵌した後、係止棒本体16
先端の雌ねじ部12に前記閉塞部材11の雄ねじ
部17を螺合する。
First, the embedded member locking rod 14 is inserted into the through hole 4 from the outside toward the inside. Next, after fitting the embedded member 10 into the inserted locking rod 14 between the inner formwork 6 and the outer formwork 3, the locking rod main body 16
The male threaded portion 17 of the closing member 11 is screwed into the female threaded portion 12 at the tip.

よつて閉塞部材10は、外型枠3をおよび穿設
部材10を挟んで埋設部材係止棒14に連結固着
されることなる。
Therefore, the closing member 10 is connected and fixed to the buried member locking rod 14 with the outer form 3 and the drilling member 10 interposed therebetween.

以上の状態において内型枠6と外型枠3との間
にコンクリートを充填する。この際前記閉塞部材
10と埋設部材係止棒14とは案内部材18並び
にパツキング19を介し外型枠3および埋設部材
10を挟んで螺合連結されているためコンクリー
トが充填されるときの衝撃あるいはコンクリート
の充填を良くするためになされるバイブレーター
により振動等による係止棒の振れに対し確実に対
処することができる。
In the above state, concrete is filled between the inner formwork 6 and the outer formwork 3. At this time, the closing member 10 and the buried member locking rod 14 are threadedly connected via the guide member 18 and packing 19 with the outer formwork 3 and the buried member 10 interposed therebetween, so that the impact or The vibrator, which is used to improve the filling of concrete, can reliably deal with the swinging of the locking rod due to vibrations, etc.

しかしてコンクリートが固形した後、埋設部材
係止棒14のつまみ15を廻して引つ張れば簡単
に係止棒14を離脱することができる。
After the concrete has solidified, the locking rod 14 can be easily removed by turning the knob 15 of the buried member locking rod 14 and pulling it.

次に本考案の第2実施例につき説明する。 Next, a second embodiment of the present invention will be described.

第8図から第11図は本考案の第2実施例を示
すものである。
8 to 11 show a second embodiment of the present invention.

この実施例では閉塞部材11の外周面を傾斜面
21として形成してあると共にこの閉塞部材11
が嵌まる埋設部品10の一端を拡開部22として
ある。
In this embodiment, the outer peripheral surface of the closing member 11 is formed as an inclined surface 21, and this closing member 11
One end of the embedded component 10 into which the embedding part 10 is fitted is an expanded part 22.

よつて閉塞部材11と埋設部品5とを嵌合させ
ると前記傾斜面21と拡開部22とが密接に添着
することになる。
Therefore, when the closing member 11 and the buried component 5 are fitted together, the inclined surface 21 and the expanded portion 22 are closely attached.

なお以上に述べた2つの実施例においては、い
ずれも係止棒本体16の先端に雌ねじ部12を形
成し閉塞部材11の片側面中央に雌ねじ部12と
螺合する雄ねじ部17を形成してあるが、この取
り付け位置を限定する必要はない。
In both of the above-described two embodiments, the female threaded portion 12 is formed at the tip of the locking rod main body 16, and the male threaded portion 17 is formed at the center of one side of the closing member 11 to be screwed into the female threaded portion 12. However, there is no need to limit the mounting position.

すなわち係止棒本体16の先端に雄ねじ部17
を形成し、閉塞部材11の片側面中央に雌ねじ部
12を形成してもよい。
That is, there is a male threaded portion 17 at the tip of the locking rod main body 16.
, and the female threaded portion 12 may be formed at the center of one side of the closing member 11.

次に図面第10図はパツキング19の一実施例
を示す。
Next, FIG. 10 shows an embodiment of the packing 19.

図示したようにパツキング19の表面にはテー
パー面23,23が対向して形成されており、テ
ーパー面23,23の間には段差部24が形成さ
れている。
As shown, tapered surfaces 23, 23 are formed on the surface of the packing 19 to face each other, and a stepped portion 24 is formed between the tapered surfaces 23, 23.

パツキング19表面にテーパー面23,23を
形成することにより、埋設部材係止棒14取り付
け時において、つまみ15が前記テーバー面2
3,23と接することとなるので、外型枠3を挟
んで内側の閉塞部材11、埋設部材10と外側の
埋設部材係止棒14との連結をより強固に行うこ
とができる。
By forming the tapered surfaces 23, 23 on the surface of the packing 19, when the buried member locking rod 14 is installed, the knob 15 can be attached to the tapered surface 23.
3 and 23, the inner closing member 11 and buried member 10 can be more firmly connected to the outer buried member locking rod 14 with the outer form 3 interposed therebetween.

また閉塞部材11と埋設部材係止棒14とを螺
合した後、埋設部材10と外型枠3との間または
埋設部材10と閉塞部材11との間にガタが生じ
た場合でも、容易に調整することができる。
Furthermore, even if play occurs between the buried member 10 and the outer form 3 or between the buried member 10 and the closing member 11 after the closing member 11 and the buried member locking rod 14 are screwed together, it can be easily fixed. Can be adjusted.

またパツキング19表面に段差部24を形成す
ることにより、埋設部材係止棒14取り付け時に
おいてつまみ15が前記段差部24に係止される
ので、埋設部材係止棒14が回転して埋設部材1
0、外型枠3から外れるおそれがなくなることと
なる。
Furthermore, by forming the stepped portion 24 on the surface of the packing 19, the knob 15 is locked to the stepped portion 24 when the buried member locking rod 14 is attached, so that the buried member locking rod 14 rotates and the buried member
0, there is no risk of it coming off the outer formwork 3.

[考案の効果] かくして本考案は以上の構成よりなり、本考案
によるコンクリート製品の吊上げ反転用孔の形成
装置であれば、埋設部材の基端開口部は外型枠内
側面で塞がれており、先端開口部は閉塞部材で塞
がれているため、埋設部材内にコンクリートミル
クペストが侵入することがない。
[Effect of the invention] Thus, the present invention has the above-mentioned configuration, and in the device for forming holes for lifting and reversing concrete products according to the present invention, the base end opening of the buried member is closed by the inner surface of the outer form. Since the tip opening is closed with a closing member, concrete milk pest does not enter into the buried member.

また閉塞部材は、外型枠および埋設部材を挟ん
で埋設部材係止棒(係止棒本体の先端部)にしつ
かりと螺合固着されるので、コンクリートを充填
する際の衝撃力、あるいはコンクリートを充分に
充填させるためのバイブレーター等の振動等によ
つても埋設部材が移動するおそれがない。
In addition, the closing member is screwed and fixed to the buried member locking rod (the tip of the locking rod body) with the outer formwork and the buried member in between, so it is not affected by the impact force when filling with concrete or the concrete. There is no risk that the buried member will move due to vibrations from a vibrator or the like to ensure sufficient filling.

さらにコンクリート固形後の埋設部材係止棒の
引き抜きも電動工具を使わずに手動で簡単にでき
るという効果がある。
Furthermore, after the concrete has solidified, the buried member locking rods can be easily pulled out manually without using power tools.

また本考案によれば埋設部材に従来タイプのも
のをそのまま使用できるので、従来品との互換性
が良好であり、また製作コストも安価とすること
ができる。
Furthermore, according to the present invention, conventional types of buried members can be used as they are, so compatibility with conventional products is good, and manufacturing costs can be reduced.

さらに、埋設部材のほかに埋め殺しとなる部材
は、小部品でコストもきわめて安価である閉塞部
材のみであるので、前述したように埋設部材に従
来タイプをそのまま使用できる点とあわせて経済
性においてもきわめてすぐれたものということが
できる。
In addition to the buried parts, the only parts to be buried are the closing parts, which are small parts and extremely low in cost. It can also be said that it is extremely excellent.

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

第1図は従来例を示す概略図、第2図は埋設部
材の概略図、第3図は埋設部材係止棒を示す概略
図、第4図はつまみを示す概略図、第5図、第6
図は閉塞部材を示す断面図、第7図は使用状態
図、第8図〜第11図は第2実施例を示す各々の
概略図、第12図はパツキングの斜視図、第13
図は本考案の全体の使用状態を示す概略図であ
る。 P……矢印、1……高ナツト、2……係止棒、
3……外型枠、4……透孔、5……埋設部材、6
……内型枠、10……埋設部材、11……閉塞部
材、12……雌ねじ部、13……係止片、14…
…埋設部材係止棒、15……つまみ、16……係
止棒本体、17……雄ねじ部、18……案内部
材、19……パツキング、20……フランジ片、
21……傾斜面、22……拡開部、23……テー
パー面、24……段差部。
Fig. 1 is a schematic diagram showing a conventional example, Fig. 2 is a schematic diagram of a buried member, Fig. 3 is a schematic diagram showing a buried member locking rod, Fig. 4 is a schematic diagram showing a knob, Fig. 5, 6
The figure is a sectional view showing the closing member, FIG. 7 is a usage state diagram, FIGS. 8 to 11 are respective schematic diagrams showing the second embodiment, FIG. 12 is a perspective view of packing, and FIG.
The figure is a schematic diagram showing the overall usage of the present invention. P...arrow, 1...tall nut, 2...locking rod,
3...Outer formwork, 4...Through hole, 5...Embedded member, 6
... Inner formwork, 10 ... Buried member, 11 ... Closing member, 12 ... Female threaded portion, 13 ... Locking piece, 14 ...
... Buried member locking rod, 15 ... Knob, 16 ... Locking rod main body, 17 ... Male thread, 18 ... Guide member, 19 ... Packing, 20 ... Flange piece,
21... Inclined surface, 22... Expanded portion, 23... Tapered surface, 24... Stepped portion.

Claims (1)

【実用新案登録請求の範囲】 内型枠と透孔が穿設された外型枠との間にコン
クリートを充填して成型してなるコンクリート製
品の両側壁に吊上げ反転用孔を形成しうるコンク
リート製品の吊上げ反転用孔の形成装置であり、 先端部には雄ねじ部または雌ねじ部が形成さ
れ、全体が円柱状の係止棒本体と、該係止棒本体
の後端部に位置し、係止棒本体の両側に張り出す
つまみとを備え、前記外型枠の透孔に外側から挿
入される埋設部材本体と、 略円筒形状を有し、両端部が開口されており、
長手方向略中央の外周には外側に張り出す係止片
が形成されており、前記外型枠の内側から前記外
型枠を挟んで前記埋設部材係止棒に被嵌される埋
設部材と、 略円板状に形成され、前記埋設部材の内径以上
の径を有し、片面側中央部には前記係止棒本体の
先端部と螺合する雌ねじ部または雄ねじ部が形成
され、前記外型枠および前記埋設部材を挟んで埋
設部材の先端開口部を塞ぐように前記埋設部材係
止棒に螺合固着される閉塞部材と、 を備えたことを特徴とするコンクリート製品の吊
上げ反転用孔の形成装置。
[Scope of Claim for Utility Model Registration] Concrete that can form lifting and reversing holes in both side walls of a concrete product that is formed by filling concrete between an inner form and an outer form with perforated holes. This is a device for forming a hole for lifting and reversing a product, and includes a locking rod body that has a male thread or a female thread at its tip, and is located in the rear end of the locking rod body and has a cylindrical shape as a whole. an embedding member main body that is provided with a knob that protrudes on both sides of the stop rod main body and is inserted into the through hole of the outer formwork from the outside, and has a substantially cylindrical shape and is open at both ends;
A locking piece is formed on an outer periphery approximately at the center in the longitudinal direction and extends outward, and the buried member is fitted into the buried member locking rod from the inside of the outer mold frame with the outer mold frame interposed therebetween; It is formed into a substantially disk shape and has a diameter equal to or larger than the inner diameter of the embedded member, and a female threaded part or a male threaded part is formed in the center of one side to be threaded with the tip of the locking rod main body, and the outer mold A hole for lifting and reversing a concrete product, comprising: a frame and a closing member that is screwed and fixed to the buried member locking rod so as to close the tip opening of the buried member with the frame and the buried member in between. Forming device.
JP15282783U 1983-09-30 1983-09-30 Hole forming device for lifting and reversing concrete products Granted JPS6060210U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15282783U JPS6060210U (en) 1983-09-30 1983-09-30 Hole forming device for lifting and reversing concrete products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15282783U JPS6060210U (en) 1983-09-30 1983-09-30 Hole forming device for lifting and reversing concrete products

Publications (2)

Publication Number Publication Date
JPS6060210U JPS6060210U (en) 1985-04-26
JPH0215622Y2 true JPH0215622Y2 (en) 1990-04-26

Family

ID=30338289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15282783U Granted JPS6060210U (en) 1983-09-30 1983-09-30 Hole forming device for lifting and reversing concrete products

Country Status (1)

Country Link
JP (1) JPS6060210U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0342969Y2 (en) * 1985-05-24 1991-09-09
JP2554186Y2 (en) * 1990-08-31 1997-11-12 東興産業 株式会社 Insert bush

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4527091Y1 (en) * 1965-10-15 1970-10-20

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4527091Y1 (en) * 1965-10-15 1970-10-20

Also Published As

Publication number Publication date
JPS6060210U (en) 1985-04-26

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