JP3062985B2 - Underground and its manufacturing method - Google Patents

Underground and its manufacturing method

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Publication number
JP3062985B2
JP3062985B2 JP6248268A JP24826894A JP3062985B2 JP 3062985 B2 JP3062985 B2 JP 3062985B2 JP 6248268 A JP6248268 A JP 6248268A JP 24826894 A JP24826894 A JP 24826894A JP 3062985 B2 JP3062985 B2 JP 3062985B2
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JP
Japan
Prior art keywords
central portion
vulcanized
bonded
hardness
underground
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
JP6248268A
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Japanese (ja)
Other versions
JPH0870901A (en
Inventor
秀郎 岡安
Original Assignee
株式会社力王
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Priority to JP6248268A priority Critical patent/JP3062985B2/en
Publication of JPH0870901A publication Critical patent/JPH0870901A/en
Application granted granted Critical
Publication of JP3062985B2 publication Critical patent/JP3062985B2/en
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Expired - Fee Related legal-status Critical Current

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  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、土木、建築の現場や農
作業、その他種々の用途に使用可能な地下たび及びその
製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground space which can be used for civil engineering, construction sites, agricultural work, and various other uses, and to a method of manufacturing the same.

【0002】[0002]

【従来の技術】従来の地下たびは、布地を縫合して得た
アッパーと、ゴム又は合成樹脂からなる地下たび底と
を、貼付け式或は縫付け式によって固着して製造してい
る。このうちの貼付け式による固着とは、アルミ足型に
アッパーを吊込み、アッパー周縁及び底部に接着剤を塗
布し、一方未加硫状態の地下たび底の接着面を溶剤にて
処理して糊状とし、両者を貼付けた後加硫成形する方法
である。
2. Description of the Related Art Conventionally, underground sheaves are manufactured by attaching an upper obtained by sewing a cloth and a bottom made of rubber or synthetic resin by a sticking or sewing method. The sticking-type fixing means that the upper is hung on an aluminum foot mold, an adhesive is applied to the periphery and the bottom of the upper, and the adhesive surface of the unvulcanized basement is treated with a solvent using a glue. This is a method of vulcanizing after sticking both.

【0003】又縫付け式による固着とは、主としてアル
ミ足型にアッパーを吊込んだ上、予め加硫(プレス)成
形してある地下たび底を接着剤で貼付けると共に、ミシ
ン等で縫付ける方法、或は縫着したアッパーを吊込み作
業せず、又は接着剤を使用せずに加硫(プレス)済の地
下たび底を縫着のみで固着する方法である。最近は、人
手不足やコストの関係で前者の貼付け式による方法が多
く採用されている。
[0003] The fixing by sewing means that the upper is mainly suspended from an aluminum foot mold, and the base which has been vulcanized (pressed) in advance is pasted with an adhesive and sewn with a sewing machine or the like. It is a method in which the bottom is vulcanized (pressed) and the bottom is vulcanized (pressed) only by sewing without suspending the sewn upper or using an adhesive. Recently, the former method of the pasting type has been often adopted due to labor shortage and cost.

【0004】なお、地下たびの土ふまず部が足裏に密着
しやすくなるように、土ふまず部付近を上方に湾曲させ
た地下たびが広く提供されているが、このような湾曲面
を保持するためには、地下たび底を加硫成形して硬度を
高くしておくことが必要となる。
[0004] In order to make it easy for the base of the basement to adhere to the sole of the basement, basement bases in which the vicinity of the base is curved upward are widely provided. In order to maintain the hardness, it is necessary to vulcanize the bottom of each basement to increase the hardness.

【0005】[0005]

【発明が解決しようとする課題】上記製造方法で採用さ
れている貼付け式の場合では、確かに強固な固着状態を
得ることはできるものの、末加硫の状態で接着させる必
要があるため、十分な硬度が得られず土ふまず部の部分
を上方アーチ状に湾曲成形させることが出来なかった。
又縫付け式による方法では、地下たび底を土ふまず部が
湾曲状となるように自在に加硫成形することが出来る
が、加硫した底はアッパー周縁側と強固に接着しにくい
ため、ミシン縫いで補強するものの、アッパー周縁部が
剥がれ易いきらいがあった。しかも接着と縫合作業を要
するため、製作に手間がかかり、さらに縫着部分から水
が浸入しやすい問題があった。
In the case of the sticking type employed in the above manufacturing method, although it is possible to obtain a firmly fixed state, it is necessary to adhere in a state of vulcanization. A high hardness was not obtained, and it was not possible to form a curved portion of the soil foot into an upper arch shape.
In addition, in the method by the sewing method, the bottom can be vulcanized and formed freely so that the bottom of the soil is curved, but the vulcanized bottom is hard to adhere firmly to the upper peripheral side, Although it was reinforced by sewing, there was a tendency that the upper peripheral portion was easily peeled off. In addition, since bonding and stitching operations are required, it takes time and effort to manufacture, and there is a problem that water easily penetrates from a sewn portion.

【0006】[0006]

【課題を解決するための手段】すなわち本発明は、上記
課題を解決するためになされたもので、その要旨とする
ところは、土ふまず部を含み底の中央部分を占める硬度
が高くなるように加硫成形された中央部と、該中央部を
囲み底の略全周に相当しかつ中央部より硬度が低くなる
よう末加硫状態から成形された周縁部とからなり、両部
がその接縁で接着されていると共に、アッパー底部に接
着されていることを特徴とする地下たびにある。
That is, the present invention has been made to solve the above-mentioned problems, and the gist of the present invention is to increase the hardness occupying the central portion of the bottom including the soil foot. A vulcanized central portion and a peripheral portion formed from a vulcanized state surrounding the central portion and corresponding to substantially the entire periphery of the bottom and having a lower hardness than the central portion, and both portions are formed by Each underground is characterized by being glued at the rim and glued to the bottom of the upper.

【0007】又本発明は、土ふまず部を含み底の中央部
分を占める硬度が高くなるように加硫成形された中央部
と、該中央部を囲み底の略全周に相当しかつ中央部より
硬度が低い未加硫状態の周縁部とを、アッパー底部に接
着し、その上で加硫成形してなることを特徴とする地下
たびの製造方法を要旨とするものである。
[0007] The present invention also provides a vulcanized central portion including a soil foot and a central portion of the bottom, which is vulcanized to have a high hardness, and a central portion surrounding the central portion and corresponding to substantially the entire periphery of the bottom. An unvulcanized peripheral portion having a lower hardness than the lower portion is bonded to the upper bottom portion, and vulcanization molding is performed thereon.

【0008】さらに本発明は、土ふまず部を含み底の中
央部分を占める硬度が高くなるように加硫成形された中
央部と、該中央部を囲み底の略全周に相当しかつ中央部
より硬度が低い未加硫状態の周縁部とを、互いの接縁で
接着して一枚状の底となし、これをアッパー底部に接着
し、加硫成形してなることを特徴とする地下たびの製造
方法をも要旨とするものである。
The present invention further provides a central portion vulcanized and formed so as to have a high hardness occupying the central portion of the bottom including the soil foot portion, and a central portion surrounding the central portion and corresponding to substantially the entire circumference of the bottom. The uncured peripheral part having a lower hardness than the part is bonded to each other at a contact edge to form a single bottom, which is bonded to the upper bottom and vulcanized. The gist also describes the method of manufacturing underground.

【0009】[0009]

【作用】本発明における地下たび底の中央部は、加硫成
形によって硬度が高く成形されているため、安定性と保
形性のある底とすることが出来ると共に、これを囲んだ
周縁部は末加硫状態のものから硬度が低く形成されてい
るため、アッパーに対する密着性を向上させることが出
来る。又は本発明は、周縁部を未加硫状態とし、加硫成
形した中央部と接着して加硫することにより、アッパー
に対する接着強度を一層高めることが出来、使用中に剥
がれるようなことがなくなる。
In the present invention, the central part of the bottom of the basement is formed with high hardness by vulcanization molding, so that it can be made a bottom with stability and shape retention, and a peripheral part surrounding the bottom is formed. Since the hardness is lower than that of the vulcanized state, the adhesion to the upper can be improved. Alternatively, according to the present invention, the peripheral portion is in an unvulcanized state, and is bonded to the vulcanized molded central portion and vulcanized, whereby the adhesive strength to the upper can be further increased, and it does not peel off during use. .

【0010】以下、実施例の図面に従って説明する。図
1は本発明の地下たびの底面を示しており、図2は図1
A−A’線の断面図である。
Hereinafter, description will be made with reference to the drawings of the embodiment. FIG. 1 shows a bottom surface of each underground of the present invention, and FIG.
It is sectional drawing of the AA 'line.

【0011】これらの図において、1がアッパー、2が
中底で、これらは布地により縫製されている。又3と4
とが本発明における底を構成する中央部と周縁部で、前
者は土ふまず部3Aを含み底の中央部3を占めかつ硬度
が高くなるよう加硫成形されており、後者は前記中央部
3を囲み底の略全周に相当しかつ中央部3より硬度が低
くなるよう未加硫状態から成形されている。
In these figures, 1 is an upper and 2 is an insole, which are sewn with fabric. Also 3 and 4
Are a central portion and a peripheral portion constituting a bottom in the present invention, the former includes a soil foot 3A and occupies the central portion 3 of the bottom and is vulcanized so as to have a high hardness, and the latter is a vulcanized molding. 3 is formed from an unvulcanized state so as to correspond to substantially the entire circumference of the bottom and to have a lower hardness than the central portion 3.

【0012】これらの中央部3及び周縁部4は、ゴムに
よって成形されている。このうちの中央部3は、末加硫
ゴムを加硫して成形してあり、周縁部4よりも硬度が高
くなっていて、例えばショア硬度計で50度〜70度程
度、好ましくは55度〜65度程度となっている。土ふ
まず部3Aは、加硫又は成形の際図2に示すように上方
に湾曲したアーチ状に成形することが出来る。このよう
に成形すると、土ふまず部に底が密着し履き心地を向上
させることが出来る。
The central portion 3 and the peripheral portion 4 are formed of rubber. The central portion 3 is formed by vulcanizing powdered vulcanized rubber and has a higher hardness than the peripheral edge portion 4. For example, a Shore hardness tester is about 50 to 70 degrees, preferably 55 degrees. It is about 65 degrees. At the time of vulcanization or molding, the soil base 3A can be formed into an arch shape curved upward as shown in FIG. By molding in this manner, the bottom is in close contact with the foot of the soil and the comfort can be improved.

【0013】一方周縁部4は、上記中央部3を囲み底の
略全周に相当しかつ中央部3より硬度が低く成形されて
いる。このときの硬度は、ショア硬度で30度〜55度
程度、好ましくは35度〜45度とするとよい。この周
縁部4は、底の略全周に相当していてアッパー1の周縁
を廻っているので、アッパー1に接着した際の強度を高
めることが出来る。
On the other hand, the peripheral portion 4 surrounds the central portion 3 and corresponds to substantially the entire periphery of the bottom and is formed with a lower hardness than the central portion 3. The hardness at this time is about 30 to 55 degrees, preferably 35 to 45 degrees, in Shore hardness. Since the peripheral portion 4 corresponds to substantially the entire periphery of the bottom and surrounds the peripheral edge of the upper 1, the strength when the peripheral portion 4 is bonded to the upper 1 can be increased.

【0014】なお、中央部3と周縁部4との接縁は図2
のように、互いに食違い状の段差を設けて接着面積を大
きくすることが好ましく、この意味からするとこの部分
を互いに逆向き状のテーパー面とすることも出来る。
The contact edge between the central part 3 and the peripheral part 4 is shown in FIG.
As described above, it is preferable to provide staggered steps to increase the bonding area, and in this sense, it is also possible to form these portions with tapered surfaces in mutually opposite directions.

【0015】図示は省略したが、中央部3と周縁部4と
の接縁の強度を高めるために、両者を跨ぐ帯状の補強片
を、必要な箇所ないし全周にわたる外面或は内面に接着
することが出来る。この補強片は、加硫したものでもよ
いが、末加硫のものを接合した上で加硫して接着するこ
とも出来る。
Although not shown, in order to increase the strength of the contact edge between the central portion 3 and the peripheral edge portion 4, a band-shaped reinforcing piece straddling the central portion 3 and the peripheral portion 4 is bonded to a necessary portion or an outer surface or an inner surface over the entire circumference. I can do it. The reinforcing piece may be vulcanized, but may be vulcanized and then bonded and then vulcanized.

【0016】本発明の地下たびを製造する場合、まずア
ッパー1を中底2の下面に吊込み、この吊込まれたアッ
パー1の底の中央部分に、加硫成形してなる中央部3を
接着剤を用いて接着する。次に未加硫状態の周縁部4の
上面をガソリン等の溶剤で処理して糊状にし、この上面
にアッパー1及び中底2に塗布された接着剤を介して接
着すると共に、中央部3との接縁を接着し、その後加硫
してさらに強固な接着状態とする。
When manufacturing the underground wall of the present invention, first, the upper 1 is suspended on the lower surface of the midsole 2 and the central portion 3 formed by vulcanization molding is formed at the center of the bottom of the suspended upper 1. Glue using an adhesive. Next, the upper surface of the uncured peripheral portion 4 is treated with a solvent such as gasoline to form a paste, which is adhered to the upper surface via the adhesive applied to the upper 1 and the midsole 2 and the central portion 3. And then vulcanized to form a stronger bond.

【0017】なお、周縁部4の加硫に際しては、図2に
示すようにその外縁を立上げ状にし、アッパー1の周縁
に接着することが出来、このようにすることこの部分の
強度向上及び防水性向上を図ることが出来る。
When the peripheral portion 4 is vulcanized, its outer edge can be raised and adhered to the peripheral edge of the upper 1 as shown in FIG. 2, so that the strength of this portion can be improved and Water resistance can be improved.

【0018】上記のようにして得られた本発明の地下た
びによれば、中央部3を周縁部4に比べて硬度が高い状
態で形成しているため、接地や歩行等が安定して行え、
しかも土ふまず部3Aの上方湾曲面が安定して保形され
ると同時に、周縁部4は比較的硬度が低く形成している
ので、屈曲運動の自由性が向上し、足場の悪い場所での
接地面への密着性や確保性能が向上し、歩行を楽にかつ
安定させることが出来、履き心地を向上させることが出
来る。
According to the underground of the present invention obtained as described above, since the central portion 3 is formed with a higher hardness than the peripheral portion 4, the grounding, walking, etc. can be performed stably. ,
In addition, the upper curved surface of the soil foot 3A is stably maintained, and the peripheral edge 4 is formed to have relatively low hardness, so that the flexibility of the bending motion is improved, and in the place where the scaffold is poor. The adhesion to the ground surface and the securing performance are improved, walking can be easily and stably performed, and the comfort can be improved.

【0019】又本発明の製造方法では、未加硫状態の周
縁部4を接着後に加硫成形するため、成形後の周縁部4
の硬度を適宜調節することが可能であり、通常は中央部
3より硬度を低くするが、中央部3の硬度に匹敵する硬
度とすることも可能である。このようにしても接着後の
加硫であるため、所期の目的を達成させることが出来
る。
Further, in the manufacturing method of the present invention, the uncured peripheral portion 4 is vulcanized and formed after bonding.
Can be appropriately adjusted, and usually the hardness is lower than that of the central portion 3, but it is also possible to make the hardness comparable to the hardness of the central portion 3. Even in this case, since the vulcanization is performed after bonding, the intended purpose can be achieved.

【0020】本発明では、上記のようにして地下たびを
製造するだけでなく、予め成形された底を用いてこれを
アッパー1の底部に接着させて製造することも出来る。
即ち上記と同様の中央部3と周縁部4とをその接縁で接
着して予め一枚状の底として行う方法である。このよう
にすることにより、通常の地下たびの製造方法と同様な
作業で製造することが出来る。一枚状の底を用いる場合
においても、中央部3を予め加硫成形し、未加硫状態の
周縁部4を用いてアッパー1に接着した後に、加硫する
ので強度が向上して有利である。
In the present invention, not only the underground wall is manufactured as described above, but also it is possible to manufacture it by bonding it to the bottom of the upper 1 using a preformed bottom.
That is, this is a method in which the central portion 3 and the peripheral edge portion 4 are bonded to each other at the contact edge thereof as in the above, and are previously formed as a single bottom. By doing so, it is possible to manufacture the semiconductor device by the same operation as the normal manufacturing method for each underground. Even when a single bottom is used, the central portion 3 is vulcanized in advance, and is bonded to the upper 1 using the unvulcanized peripheral portion 4 and then vulcanized. is there.

【0021】図3及び図4の実施例は、底の周縁部4に
これと連接する補強面4Aを設けた例で、このようにし
て地下たびを製造すると、土ふまず内側の損傷を受け易
い部分を補強できて有効である。この例の場合も中央部
3の土ふまず部はアーチ状に湾曲させておくとよい。な
お、この補強面4Aは、土ふまず外側、踵部等他の必要
な部分に設けることが出来る。
The embodiment shown in FIGS. 3 and 4 is an example in which a reinforcing surface 4A connected to the peripheral portion 4 at the bottom is provided. It is effective because it can reinforce the easy parts. In the case of this example as well, the soil foot of the central portion 3 may be curved in an arch shape. In addition, this reinforcement surface 4A can be provided on other necessary portions such as the outside of the soil foot, the heel, and the like.

【0022】[0022]

【発明の効果】上記の如き構成からなる本発明によれ
ば、安定性と保形性をより強く要求される中央部と、運
動性、密着性及び強度が要求される周縁部とがあいまっ
て、これらが同時に満足する地下たび底を備えていて、
履き心地がよく、耐摩耗性の高い地下たびを提供でき、
さらに加硫成形の手法を巧みに利用して効率よく製造す
ることが出来る利点がある。
According to the present invention having the above-described structure, the central portion where stability and shape retention are more strongly required and the peripheral portion where mobility, adhesion and strength are required are combined. , These have a basement every time they are satisfied at the same time,
It can provide a comfortable and wear-resistant basement every time,
Further, there is an advantage that the vulcanization molding technique can be efficiently used by skillfully utilizing the technique.

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

【図1】本発明によって得られた地下たびの一実施例を
示す底面図である。
FIG. 1 is a bottom view showing one embodiment of an underground obtained by the present invention.

【図2】図1のA−A’線の部分的な断面図である。FIG. 2 is a partial cross-sectional view taken along line A-A ′ of FIG.

【図3】本発明の別の実施例に用いる地下たび底の底面
図である。
FIG. 3 is a bottom view of an underground base used in another embodiment of the present invention.

【図4】図3の底を用いた地下たびの部分的な側面図で
ある。
FIG. 4 is a partial side view of a basement using the bottom of FIG. 3;

【符号の説明】[Explanation of symbols]

1・・・・アッパー 2・・・・中底 3・・・・中央部 3A・・・土ふまず部 4・・・・周縁部 1 ··· Upper 2 ··· Insole 3 ··· Central part 3A · · · Soil base 4 · · · Peripheral part

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI A43B 10/00 302 (58)調査した分野(Int.Cl.7,DB名) A43B 3/00 A43B 13/00 - 13/42 A43D 25/06 - 25/10 ──────────────────────────────────────────────────の Continuation of the front page (51) Int.Cl. 7 identification code FI A43B 10/00 302 (58) Field surveyed (Int.Cl. 7 , DB name) A43B 3/00 A43B 13/00-13 / 42 A43D 25/06-25/10

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】土ふまず部を含み底の中央部分を占める硬
度が高くなるように加硫成形された中央部と、該中央部
を囲み底の略全周に相当しかつ中央部より硬度が低くな
るよう未加硫状態から成形された周縁部とからなり、両
部がその接縁で接着されていると共に、アッパー底部に
接着されていることを特徴とする地下たび。
1. A vulcanized central portion including a soil foot portion and occupying a central portion of a bottom, and a vulcanization-molded portion having a high hardness. A base portion formed from a non-vulcanized state so as to have a lower height, wherein both portions are bonded at their contact edges and are bonded to the upper bottom portion.
【請求項2】中央部と周縁部との接縁に、両者を跨ぐ帯
状の補強片を接着させたことを特徴とする請求項1記載
の地下たび。
2. The underground base according to claim 1, wherein a band-shaped reinforcing piece straddling the central portion and the peripheral portion is bonded to a contact edge between the central portion and the peripheral portion.
【請求項3】周縁部に補強面を連設して底とすることを
特徴とする請求項1又は請求項2記載の地下たび。
3. The underground base according to claim 1, wherein a reinforcing surface is connected to a peripheral portion to form a bottom.
【請求項4】土ふまず部を含み底の中央部分を占める硬
度が高くなるように加硫成形された中央部と、該中央部
を囲み底の略全周に相当しかつ中央部より硬度が低い未
加硫状態の周縁部とを、アッパー底部に接着し、その上
で加硫成形してなることを特徴とする地下たびの製造方
法。
4. A central portion vulcanized and formed so as to have a high hardness occupying the central portion of the bottom including the soil foot portion, and the central portion is surrounded by substantially the entire periphery of the bottom and has a hardness higher than the central portion. A method for manufacturing an underground container, comprising: bonding an uncured peripheral portion having a low level to an upper bottom portion;
【請求項5】土ふまず部を含み底の中央部分を占める硬
度が高くなるように加硫成形された中央部と、該中央部
を囲み底の略全周に相当しかつ中央部より硬度が低くい
未加硫状態の周縁部とを、互いの接縁で接着して一枚状
の底となし、これをアッパー底部に接着し、加硫成形し
てなることを特徴とする地下たびの製造方法。
5. A central portion vulcanized and formed so as to have a high hardness occupying the central portion of the bottom including the soil foot portion, and surrounding the central portion and corresponding to substantially the entire periphery of the bottom and having a hardness higher than the central portion. The lower edge of the unvulcanized state is bonded to each other at a contact edge to form a single bottom, which is bonded to the upper bottom and vulcanized. Manufacturing method.
JP6248268A 1994-09-06 1994-09-06 Underground and its manufacturing method Expired - Fee Related JP3062985B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6248268A JP3062985B2 (en) 1994-09-06 1994-09-06 Underground and its manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6248268A JP3062985B2 (en) 1994-09-06 1994-09-06 Underground and its manufacturing method

Publications (2)

Publication Number Publication Date
JPH0870901A JPH0870901A (en) 1996-03-19
JP3062985B2 true JP3062985B2 (en) 2000-07-12

Family

ID=17175608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6248268A Expired - Fee Related JP3062985B2 (en) 1994-09-06 1994-09-06 Underground and its manufacturing method

Country Status (1)

Country Link
JP (1) JP3062985B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52108239A (en) * 1976-03-08 1977-09-10 Tokuichi Okayasu Earthing sole for bare feet socks
JP2509132B2 (en) * 1992-07-15 1996-06-19 株式会社力王 Underground and its manufacturing method

Also Published As

Publication number Publication date
JPH0870901A (en) 1996-03-19

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