JPH03324Y2 - - Google Patents
Info
- Publication number
- JPH03324Y2 JPH03324Y2 JP17827586U JP17827586U JPH03324Y2 JP H03324 Y2 JPH03324 Y2 JP H03324Y2 JP 17827586 U JP17827586 U JP 17827586U JP 17827586 U JP17827586 U JP 17827586U JP H03324 Y2 JPH03324 Y2 JP H03324Y2
- Authority
- JP
- Japan
- Prior art keywords
- magnet
- formwork
- female member
- flange plate
- male member
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 23
- 230000002093 peripheral effect Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
考案の目的
産業上の利用分野
本考案は、コンクリート製品の連結に用いる
孔、吊り上げに用いる孔、水抜きに用いる孔、集
水に用いる孔等種々のコンクリート製品の孔を形
成する型枠構造に関する。[Detailed description of the invention] Purpose of the invention Industrial application field This invention is intended for the purpose of manufacturing holes in various concrete products, such as holes used for connecting concrete products, holes used for lifting, holes used for water drainage, and holes used for collecting water. It relates to a formwork structure for forming.
従来の技術
側溝用ブロツク、ボツクスカルバート等のコン
クリート製品を連結する場合、第5図に示すごと
く、両側がテーパ状となつている連結ピン29を
用いることが行なわれている。この場合、コンク
リート製品Cには連結ピンを嵌入するための孔が
設けられが、下部孔25は水平に設けられるのに
対し、上部孔24は斜面30に対して直角に、す
なわち水平方向に対して傾けて設けられる。BACKGROUND ART When connecting concrete products such as gutter blocks and box culverts, connecting pins 29 having tapered sides on both sides are used as shown in FIG. In this case, the concrete product C is provided with a hole for inserting the connecting pin, but the lower hole 25 is provided horizontally, whereas the upper hole 24 is provided at right angles to the slope 30, that is, with respect to the horizontal direction. It is installed at an angle.
このような孔を形成するには、型枠内面から截
頭円錐形状の突起を突出させておくが、突起が型
枠の脱型方向に対して傾いている場合は、脱型に
先立つて突起を取り外さなければならない。 To form such a hole, a truncated cone-shaped protrusion is made to protrude from the inner surface of the formwork, but if the protrusion is inclined with respect to the demolding direction of the formwork, the protrusion should be removed prior to demolding. must be removed.
第4図はコンクリート製品Cの型枠を示す略断
面図で、ヒンジ28により側板27を倒して脱型
する場合、下方の突起26は脱型方向(矢印A方
向)と一致するのに対し、上方の突起は一致しな
い。そこで、上方の突起は、型枠外面に溶接固定
したナツト20にボルト21の雄ねじ部23を螺
着し、先端部22を型枠内面に突出させることに
より形成し、脱型に先立つてボルト21を取り外
すのである。 FIG. 4 is a schematic sectional view showing a formwork for concrete product C. When removing the mold by folding down the side plate 27 using the hinge 28, the lower protrusion 26 coincides with the removing direction (direction of arrow A); The upper projections do not match. Therefore, the upper protrusion is formed by screwing the male threaded part 23 of the bolt 21 into the nut 20 welded and fixed to the outside surface of the mold, and making the tip 22 protrude from the inside of the mold. is removed.
第7図は壁パネル31の連結部の断面図で、貫
通孔32にボルト33を通して締め付けることに
より2枚の壁パネルを連結している。 FIG. 7 is a sectional view of a connecting portion of the wall panel 31, in which two wall panels are connected by passing bolts 33 through through holes 32 and tightening them.
第6図は壁パネル31の型枠の部分断面図であ
る。ヒンジ39により側板38を倒して脱型する
場合、ヒンジ39と貫通孔の距離hが短い割に貫
通孔の長さが長くまた貫通孔のテーパも小さいの
で、やはり脱型に先だつて貫通孔を形成するため
の突起を取外さなければならない。そこでこの突
起は、型枠外面に溶接固定したナツト34にボル
ト35の雄ねじ部36を螺着し、先端部37を型
枠内面に突出させることにより形成する。 FIG. 6 is a partial sectional view of the formwork of the wall panel 31. When removing the mold by folding down the side plate 38 using the hinge 39, the length of the through hole is long and the taper of the through hole is small even though the distance h between the hinge 39 and the through hole is short. The protrusion for forming must be removed. Therefore, this protrusion is formed by screwing the male threaded portion 36 of the bolt 35 into a nut 34 welded to the outer surface of the mold, and causing the tip 37 to protrude into the inner surface of the mold.
考案が解決しようとする問題点
上記のごときコンクリート製品の孔を形成する
型枠構造は、型枠の脱型または組立の度にボルト
をインパクトレンチ等で回転させて脱着すること
が煩雑で作業能率が悪く、また漏れ出したコンク
リートがボルトやナツトのねじ部分に付着して該
部が傷みやすいという問題があつた。Problems that the invention aims to solve: The formwork structure that forms the holes in concrete products as described above is complicated and difficult to install and install by rotating the bolts with an impact wrench each time the formwork is demolded or assembled. There was also the problem that leaked concrete adhered to the threaded parts of bolts and nuts, causing damage to those parts.
本考案は、このような従来の問題点を解消し、
型枠の脱型、組立の際の作業能率に優れ、コンク
リート漏れの影響も少ないコンクリート製品の孔
を形成する型枠構造を提供するものである。 This invention solves these conventional problems and
The present invention provides a formwork structure for forming holes in concrete products that has excellent work efficiency during demolding and assembly of formwork, and is less affected by concrete leakage.
考案の構成
問題点を解決するための手段
本考案は、型枠外面に固定され、後部が前部に
比較してソケツト状に増径した筒状を成し、後部
内に吸着固定されたリング状磁石を有する雌部材
に、頭部を截頭円錐形状に形成し尾部に逆ハンマ
ーとの係合手段を有するフランジ板を一体形成し
た雄部材を嵌入して頭部を型枠内部に突出させ、
フランジ板に作用する磁石の吸着力で雄部材を雌
部材に固定することを特徴とするコンクリート製
品の孔を形成する型枠構造である。Means for solving the structural problems of the invention The present invention consists of a ring which is fixed to the outer surface of the formwork, has a cylindrical shape with the rear part having a socket-like diameter increased compared to the front part, and which is fixed by suction inside the rear part. A male member having a truncated conical head and an integrally formed flange plate having means for engaging with an inverted hammer at the tail is inserted into a female member having a shaped magnet, and the head is made to protrude into the formwork. ,
This formwork structure for forming holes in concrete products is characterized by fixing a male member to a female member by the attraction force of a magnet acting on a flange plate.
作 用
本考案は、型枠外面に固定した筒状の雌部材に
雄部材を嵌入し、その頭部を型枠内部に突出さ
せ、雌部材後部内に吸着固定させたリング状磁石
の吸着力を雄部材のフランジ板に作用させて雄部
材を固定するものであるから、雄部材の着脱は極
めて簡単である。すなわち、装着する場合は雄部
材を雌部材に嵌入させれば、それだけ磁石の吸着
力により固定され、取り外す場合は、フランジ板
に逆ハンマーを係合して引き抜くから、ボルトを
回転させる手間が不用であり、ねじ部を有しない
からコンクリート漏れに対する掃除も簡単であ
る。雄部材の頭部を截頭円錐形状、すなわち先端
ほど径が小さくなるごときテーパ状としたのは、
脱型の際の雄部材の引き抜きを容易にするいわゆ
る抜け勾配を設けたものである。Function This invention utilizes the attraction force of a ring-shaped magnet that fits into a cylindrical female member fixed to the outer surface of the formwork, makes its head protrude inside the formwork, and is fixed to the rear of the female member. Since the male member is fixed by acting on the flange plate of the male member, attachment and detachment of the male member is extremely easy. In other words, when installing, just fit the male member into the female member and it will be fixed by the attraction force of the magnet, and when removing it, engage the flange plate with a reverse hammer and pull it out, so there is no need to rotate the bolt. Since it does not have a threaded part, cleaning for concrete leakage is also easy. The reason why the head of the male member is shaped like a truncated cone, that is, tapered so that the diameter becomes smaller toward the tip, is because
A so-called draft angle is provided to facilitate the removal of the male member during demolding.
磁石外周面と雌部材後部周壁内面の間に隙間
(1〜3mm程度)を形成すると共に、磁石と雄部
材のフランジ板の間に僅かな隙間(0.3〜1mm程
度)を形成すると、磁石の吸着力がフランジ板に
最も効率的に作用し、雄部材の固定が強固にな
る。 By creating a gap (approximately 1 to 3 mm) between the outer peripheral surface of the magnet and the inner surface of the rear peripheral wall of the female member, and a small gap (approximately 0.3 to 1 mm) between the magnet and the flange plate of the male member, the attraction force of the magnet will be reduced. It acts most efficiently on the flange plate and securely fixes the male member.
実施例
第1図は本考案構造の実施例を示す断面図、第
2図は同じく雄部材を引き抜いた状態を示す側面
図、第3図は逆ハンマーとの係合手段の他例を示
す側面図である。Embodiment Fig. 1 is a sectional view showing an embodiment of the structure of the present invention, Fig. 2 is a side view showing the state in which the male member is pulled out, and Fig. 3 is a side view showing another example of the means for engaging with the inverted hammer. It is a diagram.
第1図に示すごとく、筒状の雌部材1は、型枠
12外面に溶接により固定されている。その後部
1bは前部1aに比較してソケツト状に増径し、
内部には端面2周囲に形成した段部3内側に磁力
により吸着固定したリング状磁石8を有する。磁
石8外周面と雌部材後部周壁内面との間には2mm
の隙間9がある。雄部材4は頭部5が截頭円錐形
状に形成され、尾部にフランジ板6が一体形成さ
れ、これらの中間部はやや括れた棒状をなし、磁
石8および雌部材内周面と非接触であることによ
り磁石の吸着力を高める。11はコンクリート漏
れを防止するシールリングである。フランジ板6
外周には雌部材1後端部と係合して雄部材4を安
定させるための環状切欠6aが形成され、背面に
は環状膨出部7aを有する逆ハンマー係合部7が
一体形成されている。雄部材4は、雌部材1に嵌
入され、頭部5は型枠12内部に突出し、フラン
ジ板6は雌部材後端に接触する。このとき、磁石
8とフランジ板6の間には0.5mmの隙間10が生
じる。 As shown in FIG. 1, a cylindrical female member 1 is fixed to the outer surface of a formwork 12 by welding. The rear part 1b has a socket-shaped diameter increased compared to the front part 1a,
Inside, there is a ring-shaped magnet 8 which is magnetically attracted and fixed to the inner side of a step 3 formed around the end face 2. There is a distance of 2 mm between the outer peripheral surface of the magnet 8 and the inner surface of the rear peripheral wall of the female member.
There is a gap 9. The male member 4 has a head 5 formed in the shape of a truncated cone, a flange plate 6 integrally formed at the tail, and an intermediate portion thereof formed into a slightly constricted rod shape without contacting the magnet 8 and the inner circumferential surface of the female member. This increases the attraction power of the magnet. 11 is a seal ring to prevent concrete leakage. Flange plate 6
An annular notch 6a is formed on the outer periphery to engage with the rear end of the female member 1 to stabilize the male member 4, and a reverse hammer engaging portion 7 having an annular bulge 7a is integrally formed on the back surface. There is. The male member 4 is fitted into the female member 1, the head 5 protrudes into the mold 12, and the flange plate 6 contacts the rear end of the female member. At this time, a gap 10 of 0.5 mm is created between the magnet 8 and the flange plate 6.
雄部材4を雌部材1から取り外すには、第2図
に示すごとく、逆ハンマー13のC形頭部14を
雄部材の係合部7に係合させ、遊動錘15を後端
に打ち付ける衝撃により引き抜く。 To remove the male member 4 from the female member 1, as shown in FIG. Pull it out.
雄部材の逆ハンマーとの係合部は、逆ハンマー
の頭部の形状に応じて種々考えられる。例えば、
第3図に示すごとく、鈎状頭部16である場合、
イに示す鈎状係合部17、ロに示す丸環状係合部
18、ハに示す穴あきプレート状係合部19等で
ある。 Various engagement portions of the male member with the inverted hammer can be considered depending on the shape of the head of the inverted hammer. for example,
As shown in FIG. 3, in the case of a hook-shaped head 16,
These include a hook-shaped engaging portion 17 shown in A, a round annular engaging portion 18 shown in B, and a perforated plate-like engaging portion 19 shown in C.
雄部材4を取外し、型枠12を脱型すると、コ
ンクリート面には雄部材の頭部5と相似形の孔が
形成されている。 When the male member 4 is removed and the formwork 12 is demolded, a hole similar in shape to the head 5 of the male member is formed in the concrete surface.
考案の効果
本考案においては、型枠の脱型、組立に際して
雄部材の着脱を極めて簡単かつ短時間に行なうこ
とができ、また、ねじを一切有しないからコンク
リート漏れを生じても容易に清掃することが可能
である。本考案は、コンクリート製品の連結に用
いる孔のほか吊り上げに用いる孔、擁壁等の水抜
きに用いる孔、水路等の集水に用いる孔等種々の
コンクリート製品の孔の形成に用いて好適であ
り、実用的に優れるものである。Effects of the invention With this invention, it is possible to attach and detach the male member extremely easily and in a short time when demolding and assembling the formwork, and since there are no screws, it is easy to clean even if concrete leaks. Is possible. The present invention is suitable for forming holes in various concrete products, such as holes used for connecting concrete products, holes used for lifting, holes used for draining water from retaining walls, etc., and holes used for collecting water from waterways, etc. It is practically excellent.
第1図は本考案構造の実施例を示す断面図、第
2図は同じく雄部材を引き抜いた状態を示す側面
図、第3図は逆ハンマーとの係合手段の他例を示
す側面図、第4図は従来のテーパ孔形成部の構造
を示す断面図、第5図はコンクリート製品連結状
態を示す断面図、第6図は壁パネルの型枠の部分
断面図、第7図は壁パネルの連結部の断面図であ
る。
1……雌部材、1a……前部、1b……後部、
2……端面、3……段部、4……雄部材、5……
頭部、6……フランジ板、7……係合部、8……
磁石、9……隙間、10……隙間、11……シー
ルリング、12……型枠、13……逆ハンマー、
14……頭部、15……遊動錘、16……頭部、
17,18,19……係合部、20……ナツト、
21……ボルト、22……先端部、23……雄ね
じ部、24,25……孔、26……突起、27…
…側板、28……ヒンジ、29……連結ピン、3
0……斜面、31……壁パネル、32……貫通
孔、33……ボルト、34……ナツト、35……
ボルト、36……雄ねじ部、37……先端部、3
8……側板、39……ヒンジ。
FIG. 1 is a sectional view showing an embodiment of the structure of the present invention, FIG. 2 is a side view showing the male member pulled out, and FIG. 3 is a side view showing another example of the means for engaging with the reverse hammer. Fig. 4 is a sectional view showing the structure of a conventional tapered hole forming part, Fig. 5 is a sectional view showing the concrete product connection state, Fig. 6 is a partial sectional view of the formwork of the wall panel, and Fig. 7 is the wall panel. FIG. 1...Female member, 1a...front part, 1b...rear part,
2...End face, 3...Step part, 4...Male member, 5...
Head, 6...flange plate, 7...engaging portion, 8...
Magnet, 9...Gap, 10...Gap, 11...Seal ring, 12...Formwork, 13...Inverted hammer,
14...Head, 15...Floating weight, 16...Head,
17, 18, 19... engaging portion, 20... nut,
21...Bolt, 22...Tip, 23...Male thread, 24, 25...Hole, 26...Protrusion, 27...
...Side plate, 28...Hinge, 29...Connecting pin, 3
0...Slope, 31...Wall panel, 32...Through hole, 33...Bolt, 34...Nut, 35...
Bolt, 36...Male thread part, 37...Tip part, 3
8...Side plate, 39...Hinge.
Claims (1)
ソケツト状に増径した筒状を成し、後部内に吸
着固定されたリング状磁石を有する雌部材に、
頭部を截頭円錐形状に形成し尾部に逆ハンマー
との係合手段を有するフランジ板を一体形成し
た雄部材を嵌入して頭部を型枠内部に突出さ
せ、フランジ板に作用する磁石の吸着力で雄部
材を雌部材に固定することを特徴とするコンク
リート製品の孔を形成する型枠構造。 (2) リング状磁石を雌部材後部端面周囲に形成し
た段部内に吸着固定させることにより磁石外周
面と雌部材後部周壁内面との間に隙間を確保す
ると共に、雄部材フランジ板が雌部材後端に接
して完全に嵌入された状態においてフランジ板
と磁石の間に僅かな隙間を形成した実用新案登
録請求の範囲第1項のコンクリート製品の孔を
形成する型枠構造。[Claims for Utility Model Registration] (1) It is fixed to the outer surface of the formwork, has a cylindrical shape with the rear part having a socket-like diameter increased compared to the front part, and has a ring-shaped magnet that is attracted and fixed in the rear part. To the female member,
A male member having a truncated conical head and an integrally formed flange plate having a means for engaging with an inverted hammer at the tail is inserted, the head protrudes into the formwork, and a magnet acting on the flange plate is inserted. A formwork structure for forming holes in concrete products, which is characterized by fixing a male member to a female member by suction force. (2) By adsorbing and fixing the ring-shaped magnet in the step formed around the rear end of the female member, a gap is secured between the outer peripheral surface of the magnet and the inner surface of the rear peripheral wall of the female member, and the flange plate of the male member is secured at the rear of the female member. A formwork structure for forming a hole in a concrete product according to claim 1, wherein a slight gap is formed between the flange plate and the magnet when the magnet is completely fitted in contact with the end thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17827586U JPH03324Y2 (en) | 1986-04-30 | 1986-11-21 |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6403986 | 1986-04-30 | ||
| JP17827586U JPH03324Y2 (en) | 1986-04-30 | 1986-11-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6375305U JPS6375305U (en) | 1988-05-19 |
| JPH03324Y2 true JPH03324Y2 (en) | 1991-01-09 |
Family
ID=33161331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17827586U Expired JPH03324Y2 (en) | 1986-04-30 | 1986-11-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03324Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7044610B2 (en) * | 2018-04-04 | 2022-03-30 | 積水化学工業株式会社 | Support device for rehabilitation of existing pipes |
-
1986
- 1986-11-21 JP JP17827586U patent/JPH03324Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6375305U (en) | 1988-05-19 |
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