JP2016044803A - Connecting structure for corrugated metallic plate member, connecting method and temporary fixing washer - Google Patents

Connecting structure for corrugated metallic plate member, connecting method and temporary fixing washer Download PDF

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JP2016044803A
JP2016044803A JP2014172245A JP2014172245A JP2016044803A JP 2016044803 A JP2016044803 A JP 2016044803A JP 2014172245 A JP2014172245 A JP 2014172245A JP 2014172245 A JP2014172245 A JP 2014172245A JP 2016044803 A JP2016044803 A JP 2016044803A
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bolt
temporary fixing
washer
corrugated metal
metal plate
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JP6425459B2 (en
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範寛 大高
Norihiro Otaka
範寛 大高
香織 井口
Kaori Iguchi
香織 井口
ハイデュン グェン
Hiduong Nguyen
ハイデュン グェン
賢三 上村
Kenzo Kamimura
賢三 上村
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To enable a temporary fixing washer closely fitted to a bolt to prevent the bolt from being pulled down out of a bolt insertion hole to be easily inserted to the bolt when the end portions of two corrugated metallic plate members contacted with a ground are connected with bolt.SOLUTION: A bolt 3 is inserted from a ground surface side into a bolt insertion hole 1c of an end part 1f (a crest part p seen from a curved inside) of one corrugated metallic plate member 1 and inserted up to a contacted state to an upper surface of the member under a state in which a temporary fixing washer 5 is flexed to a threaded part 3b protruded above. A bolt temporary fixing hole 7 has semi-circular recess parts 7a and is formed by opposing bolt supporting parts 7b, its both sides are provided with recesses 8. The temporary fixing hole 7 can be expanded under its flexed state and can be easily inserted into the bolt, upon releasing fingers to release the flexed state to attain a flat state, resulting in that the hole inner edge enters into a groove of the thread part of the bolt and engaged with the bolt. Since the temporary fixing washer is flexed to expand the temporary fixing hole and inserted into the bolt, force is hardly required and it can be easily inserted into the bolt.SELECTED DRAWING: Figure 7A

Description

この発明は、波付け加工したコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させたコルゲートU字フリュームやコルゲートパイプ等の土木施工用のコルゲート金属板部材を施工する際に、2つのコルゲート金属板部材の互いに向き合う端部どうしをボルト連結するコルゲート金属板部材の連結構造、及び連結方法、及びこれに用いる仮止めワッシャに関する。   This invention is for constructing corrugated metal plate members for civil engineering work such as corrugated U-shaped flumes and corrugated pipes in which corrugated metal plates that have been corrugated are bent in an arc shape or U shape in a direction perpendicular to the corrugated direction. Furthermore, the present invention relates to a corrugated metal plate member connecting structure for connecting bolted ends of two corrugated metal plate members, a connecting method, and a temporary fixing washer used therefor.

農業用水路や工業用水路、土木工事用仮排水路等に用いられる水路材として上記のようなコルゲートU字フリュームやコルゲートパイプ等のコルゲート金属板部材が知られている。また、コルゲートパイプの場合には、水路以外に簡易トンネルや道路下のカルバート等としても用いられる。
この種のコルゲート金属板部材どうしの連結は一般に、湾曲内側から見て波の山部である端部どうしを重ね、それぞれの端部に形成されたボルト挿通孔にボルトを湾曲外側(部材幅方向中央近傍では部材下面側)から挿通して湾曲内側(部材幅方向中央近傍では部材上面側)に突出させ、前記突出したボルトにナットを螺合させ諦着することにより行われる。
Corrugated metal plate members such as corrugated U-shaped flumes and corrugated pipes as described above are known as waterway materials used for agricultural waterways, industrial waterways, temporary drainage channels for civil engineering, and the like. In the case of a corrugated pipe, it is also used as a simple tunnel or a culvert under the road in addition to the water channel.
In general, this type of corrugated metal plate member is connected to each other by overlapping the end portions that are ridges of waves as viewed from the inside of the curve, and the bolts are inserted into the bolt insertion holes formed at the respective end portions. It is carried out by inserting from the member lower surface side near the center and projecting to the inside of the curve (the member upper surface side near the center in the member width direction), screwing the nut to the projecting bolt and fastening it.

特許文献1は、波付け加工したコルゲート鋼板を半円弧状に湾曲させた2つの半円形コルゲート鋼板を上下組み合わせて円形断面とするコルゲート鋼管の場合であり、そして、水路としての粗度係数を改善するために、従来は瀝青材料を主成分とするペービング材を工場で半円形コルゲート鋼板の内面に塗装していたものを、例えば繊維強化熱可塑性樹脂複合材等からなるペービングシートを半円形コルゲート鋼板の内面にボルトで取り付ける構造としたことで、現地で半円形コルゲート鋼板どうしの連結部分にペービング材を塗装する作業を不要としたものであり、これにより作業環境の問題をなくすとともに、粗度係数を改善し、経済性も向上できるというものであるが、図13に示すように、半円形コルゲート鋼板51、51どうしの連結部を前述のようにボルト、ナットで連結する構造が示されている。   Patent Document 1 is a case of a corrugated steel pipe having a circular cross section obtained by combining two semicircular corrugated steel sheets obtained by corrugating corrugated steel sheets curved in a semicircular shape, and improving the roughness coefficient as a water channel. In order to achieve this, conventionally, a paving material mainly composed of bituminous material is coated on the inner surface of a semicircular corrugated steel sheet at a factory. By attaching the bolts to the inner surface of the steel plate, it is not necessary to paint the pavement material on the joints between the semicircular corrugated steel plates on site, thereby eliminating the problem of the working environment and the roughness. Although the coefficient can be improved and the economic efficiency can be improved, as shown in FIG. Bolt as the binding portions described above, and has the structure for connecting is indicated by a nut.

図13において、半円形コルゲート鋼板51、51どうしの連結構造は、基本的には、湾曲内側(図13(イ)、(ロ)でそれぞれ上側)から見て波の山部pである端部51fどうしを重ね、それぞれの端部51fに形成されたボルト挿通孔51cに湾曲ワッシャ52を介在させてボルト53を湾曲外側(図13(イ)、(ロ)でそれぞれ下側)から挿通して湾曲内側に突出させ、前記突出したボルト53にナット54を螺合させ諦着するボルト連結構造である。
ただし、地面に置かれる特に幅方向中央近傍のボルト連結箇所については、通常、図13(ロ)に拡大して示すように、ボルト53が抜け落ちないように仮止めするための仮止めワッシャ55を介在させる。これは、2つの半円形コルゲート鋼板51,51の端部どうしを重ねた状態では、地面に接する部材幅方向中央部の下面には手や工具が届かず、ボルト頭部53aを押さえられないため、仮止めワッシャ55がない状態では、ボルト53が抜け落ちるからである。
In FIG. 13, the connection structure between the semicircular corrugated steel plates 51 and 51 is basically an end portion that is a wave crest p when viewed from the inside of the curve (upper side in FIGS. 13A and 13B). 51f are overlapped, and the bolt 53 is inserted from the outside of the curve (the lower side in FIGS. 13 (a) and (b)) with the curved washer 52 interposed in the bolt insertion hole 51c formed in each end 51f. It is a bolt connection structure that protrudes inward of the curve, and that is screwed onto the protruding bolt 53 by screwing a nut 54.
However, for the bolt connection portion that is placed on the ground, particularly in the vicinity of the center in the width direction, as shown in an enlarged view in FIG. Intervene. This is because in the state where the end portions of the two semicircular corrugated steel plates 51 and 51 are overlapped, the hand and tool do not reach the lower surface of the central portion in the member width direction in contact with the ground, and the bolt head 53a cannot be pressed. This is because the bolt 53 falls off in the state where the temporary fixing washer 55 is not provided.

この種の仮止めワッシャとして一般に、例えばボルト53がM10(外径10mm)であれば、図14に示すように、例えば板厚0.3mm、直径25mmなどで中心部に、図示のようなボルト仮止め用孔55aをあけ、鋭角先端を折り曲げて形成した4か所の突起55bを持つ鋼板製の仮止めワッシャ55が用いられている。各突起55bは僅かに中心側に傾けている。ボルト仮止め用孔55aの内径(突起55b間の距離)はボルト外径より僅かに小であり、ボルト53のねじ部に被せ、回転させることなくボルト頭部53aに向けて無理やり押し込むことで、ボルト53のねじ部53bに緊密嵌合させて、ボルト53の抜け落ちを防ぐ。
特許文献1では、仮止めワッシャ55について僅かに言及するのみで、形状、材質等の記載はないが、概ねこのようなものと思われる。
Generally, for example, if the bolt 53 is M10 (outer diameter 10 mm) as this type of temporary fastening washer, as shown in FIG. A temporary fixing washer 55 made of a steel plate having four protrusions 55b formed by opening a temporary fixing hole 55a and bending an acute angle tip is used. Each protrusion 55b is slightly inclined toward the center. The inner diameter of the bolt temporary fixing hole 55a (distance between the projections 55b) is slightly smaller than the outer diameter of the bolt, and it is put on the threaded portion of the bolt 53 and forcedly pushed toward the bolt head 53a without rotating. The bolt 53 is tightly fitted to the threaded portion 53b to prevent the bolt 53 from falling off.
In Patent Document 1, only a temporary reference to the washer 55 is mentioned, and there is no description of the shape, material, etc., but this is generally considered to be the case.

ところで、前述の農業用水路や工業用水路、土木工事用仮設水路等の水路は、水の流下に合せて常時砂などが紛れ込む設置場所であると、水と砂が一緒に流下するので局部的に磨耗することがある。上記のコルゲートU字フリュームやコルゲートパイプなどは一般に鋼製であり、耐食性を高める目的で亜鉛めっきが施されることが多いが、砂などによる局部的磨耗が進行すると、めっき層より内部の金属部分が露出して錆による腐食がおきることがある。
また、前述の簡易トンネルや道路下のカルバートとして用いる場合も、鋼材の表面にめっき層を設けて長期間の設置が可能な構成とすることが行われている。
なお、特許文献2のように、建物の厨房等の床面に設置する小さな排水溝を想定したものとしては、単なるステンレス板を横断面U字状に形成したものがあるが、コルゲートU字フリュームやコルゲートパイプ等の土木用のコルゲート金属板部材としてはステンレス製のものは知られていない。
By the way, if the waterways such as the above-mentioned agricultural waterways, industrial waterways, and temporary waterways for civil engineering work are places where sand etc. is always mixed in along with the flow of water, the water and sand flow down together, so they are worn locally. There are things to do. The above corrugated U-shaped flume and corrugated pipe are generally made of steel and are often galvanized for the purpose of improving corrosion resistance. However, when local wear due to sand progresses, the metal part inside the plated layer May be exposed and corrosion due to rust may occur.
Moreover, when using as the above-mentioned simple tunnel or a culvert under a road, it has been performed that a long-term installation is possible by providing a plating layer on the surface of a steel material.
As disclosed in Patent Document 2, a small drainage groove installed on the floor surface of a building kitchen or the like is a simple stainless steel plate formed in a U-shaped cross section, but a corrugated U-shaped flume. Stainless steel corrugated metal plate members for civil engineering such as corrugated pipes are not known.

特開平8−270840JP-A-8-270840 特開2011−157756JP2011-157756

図14のような鋼製の仮止めワッシャ55は、これをボルト53のねじ部に被せ、回転させることなくボルト頭部に向けて押し込む際、鋼材を弾性変形させて押し込むことになるので、ある程度強い力を必要とし、作業性が悪いという問題がある。軽い力で押し込めるようなボルト仮止め用孔であれば、ボルトを確実に保持することができないので、また、軽い力で押し込めるがボルトを確実に保持できるという微妙な作用をする仮止めワッシャを鋼製で製作するには、ボルト径に対するボルト仮止め用孔のサイズを高精度の最適寸法とする必要があるが、高精度の最適寸法に均一に製作するのは簡単でないので、どうしても、ある程度の強い力を必要とすることになる。
また、この仮止めワッシャ55は、金型を作ってプレス加工して製作するが、金型の費用も高いので、小物であってもこの仮止めワッシャ55のコストは高いものとなる。
When the steel temporary fixing washer 55 as shown in FIG. 14 is put on the screw portion of the bolt 53 and pushed toward the bolt head without being rotated, the steel material is pushed by being elastically deformed. There is a problem that a strong force is required and workability is poor. Bolts that can be pushed in with a light force can be securely held by bolts, and the bolts cannot be held securely. In order to manufacture it, it is necessary to make the size of the bolt temporary fixing hole with respect to the bolt diameter the optimum dimension with high accuracy. However, it is not easy to uniformly produce the optimum dimension with high accuracy. You will need strong power.
The temporary washer 55 is manufactured by making a die and pressing it. However, since the cost of the die is high, the cost of the temporary washer 55 is high even if it is small.

また、コルゲートU字フリュームやコルゲートパイプを腐食が懸念される現場に設置する場合や著しく長期の設置が求められる場合、高耐食性を確保するために、本体部分に特許文献2のようなステンレス材を用いることが考えられる。
この場合、ボルト連結部に用いる前記仮止めワッシャとして、従来と同様に鋼製の仮止めワッシャを用いた場合、ステンレス材を用いた本体部分と鋼製の仮止めワッシャとが異種金属であるため、異種金属接触腐食が進行してしまう。
そこで、本体部分にステンレス材を用いた場合には、仮止めワッシャも本体部分と同じ素材であるステンレス製とすることが考えられる。しかし、鋼製の仮止めワッシャであっても、ボルトへの係合は鋼材を弾性変形させながら押し込むためある程度強い力を必要とするのであり、ステンレス製の仮止めワッシャを用いた場合は、素材そのものが鋼製のものと比べて硬くさらに強い力を必要とし、指の力で押しこむのは容易ではない。このため、施工を容易にする目的で用いる仮止めワッシャが非常に使いづらいものとなることが懸念される。
また、何らかの理由で仮止めワッシャを外して、ボルトの仮保持状態を解除したい場合、硬く変形しにくい鋼製もしくはステンレス製のワッシャだと、ボルトの溝に嵌り込むのでワッシャを変形させての取り外しが困難であり、ネジ溝に合わせて回転させなければ外せなかった。
また、ステンレス材は材料コストが高く、製作のための金型もステンレス材を加工するため高価であり、コルゲートU字フリューム等の本体部分の剛性に寄与しない仮止めワッシャにステンレス材を用いることは不経済である。
In addition, when a corrugated U-shaped flume or corrugated pipe is installed at a site where corrosion is a concern, or when extremely long-term installation is required, a stainless steel material such as Patent Document 2 is used on the main body to ensure high corrosion resistance. It is possible to use it.
In this case, when the steel temporary fixing washer is used as the temporary fixing washer used for the bolt connecting portion, the main body portion using the stainless steel and the steel temporary fixing washer are dissimilar metals. , Contact corrosion of dissimilar metals will proceed.
Therefore, when a stainless steel material is used for the main body portion, it is considered that the temporary fixing washer is also made of stainless steel, which is the same material as the main body portion. However, even if it is a steel temporary fixing washer, the engagement with the bolt requires a certain amount of force because it is pushed in while elastically deforming the steel material. When using a stainless temporary fixing washer, It itself is harder and requires more force than steel, and it is not easy to push it in with fingers. For this reason, there is a concern that the temporary fixing washer used for the purpose of facilitating the construction becomes very difficult to use.
Also, if you want to release the temporary holding state of the bolt by removing the temporary fixing washer for any reason, a steel or stainless steel washer that is hard and not easily deformed will fit into the groove of the bolt, so remove the washer by deforming it. This was difficult, and could not be removed unless it was rotated according to the thread groove.
In addition, stainless steel is expensive, and the mold for manufacturing is expensive because it also processes stainless steel. Using stainless steel for temporary fixing washers that do not contribute to the rigidity of the main part of corrugated U-shaped flume etc. It is uneconomical.

本発明は、上記課題を解決するためになされたもので、コルゲート金属板部材の端部どうしをボルト連結する際に、ボルトの抜け落ちを防ぐための仮止めワッシャをボルトに装着する操作の作業性を良好にし、かつ、仮止めワッシャの製作コストを安くすることができ、さらに、コルゲート金属板部材をステンレス製とした場合に、異種金属接触腐食が発生することを防止できるコルゲート金属板部材の連結構造、及び連結方法、及びこれに用いる仮止めワッシャを提供することを目的とする。    The present invention has been made in order to solve the above-described problems. When connecting the end portions of the corrugated metal plate members to each other with bolts, the workability of the operation of attaching temporary fixing washers to the bolts to prevent the bolts from falling off. The corrugated metal plate member, which can reduce the production cost of the temporary washer, and can prevent the occurrence of contact corrosion of dissimilar metals when the corrugated metal plate member is made of stainless steel. It is an object of the present invention to provide a structure, a connecting method, and a temporary fixing washer used therefor.

上記課題を解決する請求項1の発明は、波付け加工したコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させた2つのコルゲート金属板部材の互いに向き合う端部どうしを重ねて土基礎上に配置され、それぞれの端部の土基礎に面する位置に形成されたボルト挿通孔の部分を互いにボルトで連結されたコルゲート金属板部材の連結構造であって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔が形成され、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みが、前記略円弧状の凹部に通じる態様で形成された仮止めワッシャを用いられ、
前記仮止めワッシャが、その板体幅方向と直交する方向の両外側から作用させた撓み付加力で湾曲状に撓ませられて前記ボルト仮止め用孔の径を前記ボルトのねじ部の外径以上に拡げた状態で、前記ボルトに前記部材上面に接近又は接触するまで挿入され、前記撓み付加力を解除して撓みを解消することで、前記ボルトを、当該ボルト仮止め用孔に緊密嵌合させた状態として、ボルト挿通孔位置に保持されており、
他方のコルゲート金属板部材の端部のボルト挿通孔を前記一方のコルゲート金属板部材の端部のボルト挿通孔位置に保持されている前記ボルトに通されて、前記ボルトにナットを螺合させ諦着して両コルゲート金属板部材を互いにボルト連結されていることを特徴とする。
The invention according to claim 1 which solves the above-mentioned problem is characterized in that two corrugated metal plate members obtained by curving corrugated metal plates in a direction orthogonal to the corrugated direction in an arc shape or a U shape are opposed to each other. It is a connection structure of corrugated metal plate members that are arranged on the soil foundation in piles and are connected to each other by bolts through bolt insertion holes formed at positions facing the soil foundation at the respective ends.
The flexible washer plate has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by the opposed bolt support portions, and is formed in at least one of the opposed bolt support portions. On both sides of the plate body width direction, a temporary fixing washer formed in such a manner that a notch extending to the front of the washer outer end in a direction substantially orthogonal to the plate body width direction leads to the substantially arc-shaped recess,
The temporary fixing washer is bent in a curved shape by an additional bending force applied from both outer sides in a direction orthogonal to the plate body width direction, and the diameter of the bolt temporary fixing hole is set to the outer diameter of the screw portion of the bolt. In the expanded state, the bolt is inserted into the bolt until it approaches or comes into contact with the upper surface of the member, and the bolt is tightly fitted into the bolt temporary fixing hole by releasing the bending additional force and eliminating the bending. As a combined state, it is held at the bolt insertion hole position,
The bolt insertion hole at the end of the other corrugated metal plate member is passed through the bolt held at the bolt insertion hole position at the end of the one corrugated metal plate member, and a nut is screwed into the bolt. The two corrugated metal plate members are attached to each other by bolts.

請求項2は、請求項1のコルゲート金属板部材の連結構造において、前記仮止めワッシャにおける前記対向するボルト支持部の対向する前記略円弧状の凹部がそれぞれ半円状をなして前記ボルト仮止め用孔が全体として、ボルトのねじ部山径より小でねじ部谷径より大なる内径の円形をなしており、前記ボルト仮止め用孔の両側の前記切れ込みは、前記半円状の凹部の端から板体幅方向に延びる補助切れ込みを介して前記凹部に通じていることを特徴とする。  According to a second aspect of the present invention, there is provided the corrugated metal plate member connecting structure according to the first aspect, wherein the substantially arc-shaped recesses of the opposing bolt support portions of the temporary fixing washer facing each other form a semicircular shape. The overall hole has a circular shape with an inner diameter smaller than the thread diameter of the screw thread and larger than the thread valley diameter, and the notches on both sides of the bolt temporary fixing hole are formed in the semicircular recesses. It is characterized by communicating with the recess through an auxiliary cut extending in the plate width direction from the end.

請求項3は、請求項1のコルゲート金属板部材の連結構造において、前記仮止めワッシャにおける前記対向するボルト支持部の対向する前記略円弧状の凹部がそれぞれ半円より幅の狭い幅狭円弧状をなして、全体として2つの幅狭円弧状の凹部が間隔をあけて対向するとともに前記2つの円弧が、ボルトのねじ部山径より小でねじ部谷径より大なる内径の円形の一部を形成する態様であり、前記ボルト仮止め用孔の中間部における板体幅方向の内法寸法が、前記ボルトのねじ部外径を拘束しない寸法とされていることを特徴とする   According to a third aspect of the present invention, there is provided the corrugated metal plate member connecting structure according to the first aspect, wherein the substantially arcuate recesses of the opposing bolt support portions of the temporary fixing washer facing each other have a narrow arc shape whose width is smaller than a semicircle. As a whole, two narrow arc-shaped concave portions are opposed to each other with a space therebetween, and the two arcs are part of a circular shape having an inner diameter smaller than the thread diameter of the screw thread and larger than the thread valley diameter. The inner dimension in the plate width direction at the intermediate portion of the bolt temporary fixing hole is a size that does not constrain the outer diameter of the threaded portion of the bolt.

請求項4は、請求項1〜3のいずれか1項のコルゲート金属板部材の連結構造において、前記仮止めワッシャにおける前記ボルト支持部の両側の前記切れ込みは、対向するボルト支持部の一方にのみ形成されていることを特徴とする。   According to a fourth aspect of the present invention, there is provided the corrugated metal plate member connecting structure according to any one of the first to third aspects, wherein the notch on both sides of the bolt support portion in the temporary fixing washer is only on one of the opposing bolt support portions. It is formed.

請求項5は、請求項1〜3のいずれか1項のコルゲート金属板部材の連結構造において、前記仮止めワッシャにおける前記ボルト支持部の両側の前記切れ込みは、対向するボルト支持部の両方に形成されていることを特徴とする。   In the connection structure of the corrugated metal plate member according to any one of claims 1 to 3, the notch on both sides of the bolt support portion in the temporary fixing washer is formed in both of the opposing bolt support portions. It is characterized by being.

請求項6の発明は、請求項1のコルゲート金属板部材の連結構造に用いる仮止めワッシャであって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔が形成され、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みが、前記略円弧状の凹部に通じる態様で形成されていることを特徴とする。
The invention of claim 6 is a temporary fixing washer used for the connection structure of the corrugated metal plate member of claim 1,
The flexible washer plate has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by the opposed bolt support portions, and is formed in at least one of the opposed bolt support portions. A notch extending to the front side of the washer outer end in a direction substantially orthogonal to the plate width direction is formed on both sides in the plate width direction in a form leading to the substantially arc-shaped recess.

請求項7の発明は、波付け加工したコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させた2つのコルゲート金属板部材の互いに向き合う端部どうしを重ねて土基礎上に配置され、それぞれの端部の土基礎に面する位置に形成されたボルト挿通孔の部分を互いにボルトで連結したコルゲート金属板部材の連結方法であって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔を形成し、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みを、前記略円弧状の凹部に通じる態様で形成した仮止めワッシャを用い、
前記仮止めワッシャを、その板体幅方向と直交する方向の両外側から作用させた撓み付加力で湾曲状に撓ませることにより前記ボルト仮止め用孔の径を前記ボルトのねじ部の外径以上に拡げた状態で、前記ボルトに前記部材上面に接近又は接触するまで挿入し、
次いで前記撓み付加力を解除して撓みを解消することで、前記ボルトを、当該ボルト仮止め用孔に緊密嵌合させた状態として、ボルト挿通孔位置に保持し、
次いで他方のコルゲート金属板部材の端部のボルト挿通孔を前記一方のコルゲート金属板部材の端部のボルト挿通孔位置に保持されている前記ボルトに通し、前記ボルトに前記ナットを螺合させ諦着して両コルゲート金属板部材を互いにボルト連結することを特徴とする。
According to the seventh aspect of the present invention, the corrugated metal plate subjected to corrugation processing is curved in a direction perpendicular to the corrugation direction into an arc shape or a U-shape, and the two corrugated metal plate members facing each other are overlapped on the soil foundation. The corrugated metal plate member is a connecting method in which bolt insertion holes connected to each other by bolts are arranged at positions facing the soil foundation at each end,
The flexible washer plate body has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by an opposing bolt support portion, and is formed in at least one of the opposing bolt support portions. Using temporary fixing washers formed on both sides of the plate body width direction in a manner that leads to the front of the washer outer end in a direction substantially perpendicular to the plate body width direction, leading to the substantially arcuate recess,
The diameter of the bolt temporary fixing hole is made to be the outer diameter of the screw portion of the bolt by bending the temporary fixing washer in a curved shape with an additional bending force applied from both outer sides in a direction orthogonal to the plate body width direction. In the expanded state, insert the bolt until it approaches or contacts the upper surface of the member,
Next, by releasing the bending additional force and eliminating the bending, the bolt is held in the bolt insertion hole position as a state of being closely fitted to the bolt temporary fixing hole,
Next, the bolt insertion hole at the end of the other corrugated metal plate member is passed through the bolt held at the position of the bolt insertion hole at the end of the one corrugated metal plate member, and the nut is screwed into the bolt. It is characterized in that both corrugated metal plate members are connected to each other by bolts.

本発明のコルゲート金属板部材の連結構造において、仮止めワッシャを、その板体幅方向と直交する方向の両端部を例えば片手の指で摘まんで撓ませると、そのボルト仮止め用孔の径がボルトのねじ部の外径以上に拡がった状態となる。
したがって、施工時に土基礎(地面)に配置された2つのコルゲート金属板部材の地面に接する箇所のボルト挿通孔の部分をボルト連結する際、仮止めワッシャを片手の指で摘まんで撓ませることで、一方のコルゲート金属板部材の端部のボルト挿通孔に部材下面側から挿通して部材上面側に突出させたボルトに、容易に挿入し部材上面に接触するまで押し込むことができる。
次いで、指の力を緩めて仮止めワッシャの撓みを解消して平坦な状態にすると、ボルト仮止め用孔の径が元の縮小した状態となり、ボルト仮止め用孔の内縁がボルトのねじ部の溝内に係合するので、前記ボルトを、当該ボルト仮止め用孔に緊密嵌合させた状態として、ボルト挿通孔位置に保持することができる。これにより、ボルトはボルト挿通孔位置に仮止めされ、抜け落ちずに直立状態に保たれる。
この状態で、他方のコルゲート金属板部材の端部のボルト挿通孔を、前記一方のコルゲート金属板部材の端部のボルト挿通孔位置に仮止めされて直立状態を保っている前記ボルトに被せて、前記他方のコルゲート金属板部材を前記一方のコルゲート金属板部材の端部に重ねることができる。
両コルゲート金属板部材の端部どうしを重ねた状態では、ボルト挿通孔の土基礎側(地面側)にあるボルト頭部に手や工具が届かないのでボルト頭部を押さえられないが、ボルトがボルト挿通孔に仮止めされるので、ボルト連結作業が可能となる。
なお、ワッシャ板体に単に円形孔をあけただけのワッシャであれば、これを撓ませた時、その円形孔の撓み方向の内径(内法寸法)は縮小する。しかし、本発明ではボルト仮止め用孔を形成するボルト支持部の両側に切れ込みを形成して、ワッシャ板体の左右部分をつなぐ部分(ボルト支持部の両外側部分)から切り離したので、上記の通りの作用(ボルト仮止め用孔の湾曲方向(図8で左右方向)に拡大する作用)を奏する。
In the corrugated metal plate member connection structure of the present invention, if the temporary fixing washer is bent by pinching both ends in the direction orthogonal to the plate width direction with, for example, a finger of one hand, the diameter of the bolt temporary fixing hole is It will be in the state expanded more than the outer diameter of the screw part of a bolt.
Therefore, when bolting the bolt insertion holes where the two corrugated metal plate members placed on the soil foundation (ground) are in contact with the ground at the time of construction, the temporary fixing washer is pinched with one finger and bent. The bolt can be easily inserted into the bolt inserted through the bolt insertion hole at the end of one corrugated metal plate member from the lower surface side of the member and protruded toward the upper surface of the member until it contacts the upper surface of the member.
Next, when the finger force is loosened to eliminate the bending of the temporary washer and make it flat, the diameter of the bolt temporary fixing hole is reduced to the original state, and the inner edge of the bolt temporary fixing hole is the threaded portion of the bolt. Therefore, the bolt can be held in the bolt insertion hole position in a state in which the bolt is closely fitted in the bolt temporary fixing hole. Thus, the bolt is temporarily fixed at the bolt insertion hole position, and is kept upright without falling off.
In this state, the bolt insertion hole at the end portion of the other corrugated metal plate member is covered with the bolt that is temporarily fixed at the bolt insertion hole position at the end portion of the one corrugated metal plate member to maintain the upright state. The other corrugated metal plate member can be overlaid on the end of the one corrugated metal plate member.
In the state where the ends of both corrugated metal plate members are stacked, the bolt head cannot be pressed because the hand or tool cannot reach the bolt head on the soil foundation side (ground side) of the bolt insertion hole. Since it is temporarily fixed to the bolt insertion hole, the bolt connection work is possible.
If the washer is simply a circular hole in the washer plate, the inner diameter (internal dimension) in the bending direction of the circular hole is reduced when the washer is bent. However, in the present invention, the notch is formed on both sides of the bolt support part that forms the bolt temporary fixing hole, and the right and left parts of the washer plate body are separated from the parts (both outer side parts of the bolt support part). There is a street action (an action that expands in the bending direction of the bolt temporary fixing hole (left-right direction in FIG. 8)).

本発明の仮止めワッシャは、例えば片手の指で撓ませることでボルト仮止め用孔が拡大されるので、従来の仮止めワッシャと異なり、殆ど力を必要とせずにボルトに容易に挿通させることができる。
また、指の力を緩めて元の平坦な状態に戻すと、ボルト仮止め用孔の内縁がボルトのねじ部の溝に容易に係合するので、仮止めワッシャがボルトから抜け出す恐れはなく、ボルトを堅固に仮止めすることができる。
また、取り外す際場合でも、指で撓ませることでボルト仮止め用孔が拡大されるので、殆ど力を必要とせずにボルトから容易に取り外すことができる。
また、片手で仮止めワッシャを摘まんで作業できるので、他方の空いた手で何らかの操作をすることができ、この点でも作業性が良好である。
上記の通り、殆ど力を必要とせずにボルトに容易に挿通させることができ、ボルトのねじ溝に係合させることができるので、従来の仮止めワッシャと比較してボルト仮止め作業が極めて簡単で作業性がよく、コルゲート金属板部材の施工能率自体も向上する。
The temporary fixing washer of the present invention can be easily inserted into the bolt with little force required unlike the conventional temporary fixing washer because the bolt temporary fixing hole is enlarged by bending with a finger of one hand, for example. Can do.
In addition, when the finger force is loosened and returned to the original flat state, the inner edge of the bolt temporary fixing hole easily engages with the groove of the screw part of the bolt, so there is no risk that the temporary fixing washer will come out of the bolt. Bolts can be firmly fixed temporarily.
Even when removing, the bolt temporary fixing hole is enlarged by bending with a finger, so that it can be easily removed from the bolt with almost no force required.
Further, since the temporary washer can be picked up and operated with one hand, it is possible to perform some operation with the other free hand, and the workability is also good in this respect.
As described above, the bolt can be easily inserted into the bolt with almost no force and can be engaged with the screw groove of the bolt, so that the bolt temporary fixing work is extremely simple as compared with the conventional temporary fixing washer. Therefore, workability is good and the construction efficiency of the corrugated metal plate member itself is improved.

本発明の仮止めワッシャは上記の通り、撓ませることでボルト仮止め用孔を拡大させてボルトに挿入するので、ボルト仮止め用孔の内径を、ボルトのねじ溝の奥に入り込むような小さな内径にすることが可能であり、板厚を薄くしてもボルトに対する必要な係合力を確保できる。したがって、鋼材を用いた場合でも、従来の鋼製のワッシャ55と比べて、板厚を薄くして顕著に軽量化することができ、取扱いが容易である。
また、従来の鋼製の仮止めワッシャ55のような突起55bがないので、保管や持ち運び等の際の取扱いが容易であり、また、表裏を区別する必要がないので、ボルトに装着する際にいちいち表裏を確認する煩雑さはない。
また、従来の鋼製のワッシャ55と比べて可撓性が著しく高く、山部においてコルゲート金属板部材間に介在させても山部の曲面に馴染むので、コルゲート金属板部材間に生じる隙間は最小限で済み、好ましい。
As described above, the temporary fixing washer of the present invention is inserted into the bolt by bending the bolt temporary fixing hole by bending, so that the inner diameter of the bolt temporary fixing hole is small enough to enter the depth of the screw groove of the bolt. The inner diameter can be set, and a necessary engaging force with respect to the bolt can be secured even if the plate thickness is reduced. Therefore, even when a steel material is used, the plate thickness can be reduced and the weight can be significantly reduced as compared with the conventional steel washer 55, and the handling is easy.
Moreover, since there is no projection 55b like the conventional steel temporary fix washer 55, it is easy to handle when storing or carrying it, and it is not necessary to distinguish between the front and the back. There is no complication in checking the front and back.
In addition, the flexibility is remarkably higher than that of the conventional steel washer 55, and even if it is interposed between the corrugated metal plate members at the peak portion, it fits into the curved surface of the peak portion, so the gap generated between the corrugated metal plate members is minimal. This is preferable because it is sufficient.

請求項2のように、対向するボルト支持部間に形成されるボルト仮止め用孔が円形をなし、その両側の切れ込みがボルト仮止め用孔から板体幅方向に離間して設けられているものでは、ボルト仮止め用孔の全周をボルトのねじ溝に係合させることができ、したがって、ボルトに対する係合力が強く、ボルトの抜け落ちを確実に防止できる。   According to a second aspect of the present invention, the bolt temporary fixing holes formed between the opposing bolt support portions are circular, and the cuts on both sides thereof are provided away from the bolt temporary fixing holes in the plate body width direction. According to the present invention, the entire circumference of the bolt temporary fixing hole can be engaged with the screw groove of the bolt. Therefore, the engagement force with the bolt is strong, and the bolt can be reliably prevented from falling off.

請求項4のように、前記ボルト支持部の両側の前記切れ込みが、対向するボルト支持部の一方にのみ形成されているものでは、切れ込みのない側のボルト支持部の略円弧状凹部はワッシャ板体全体との一体性が高く、ボルト仮止めの強度が高いと言える。   As in claim 4, when the notches on both sides of the bolt support portion are formed only on one of the opposing bolt support portions, the substantially arc-shaped concave portion of the bolt support portion on the non-notched side is a washer plate. It can be said that the integrity of the whole body is high and the strength of the bolts is high.

請求項5のように、前記ボルト支持部の両側の前記切れ込みが、対向するボルト支持部の両方に形成されているものでは、形状が対称的であるからボルトに係合させる際の操作ないし取扱いが容易であると言える。   In the case where the notches on both sides of the bolt support portion are formed in both of the opposing bolt support portions as in claim 5, the shape or the shape is symmetrical, so that the operation or handling when engaging with the bolt is performed. Can be said to be easy.

本発明のコルゲート金属板部材の連結構造の一実施例を説明するもので、(イ)は連結しようとする2つのコルゲートU字フリュームを対向させて示した平面図、(ロ)は(イ)の2つのコルゲートU字フリュームの端部どうしを重ねボルトで連結した状態で示した中間部省略の拡大平面図、(ハ)は(ロ)のコルゲートU字フリュームの概略左側面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view showing two corrugated U-shaped flumes to be connected to each other, and FIG. FIG. 6 is an enlarged plan view of an intermediate portion omitted in a state in which end portions of two corrugated U-shaped flumes are connected with overlapping bolts, and (C) is a schematic left side view of the corrugated U-shaped flume of (B). 上記コルゲートU字フリュームの斜視図である。It is a perspective view of the corrugated U-shaped flume. 図1(ロ)のA-A拡大断面図である。It is AA expanded sectional drawing of FIG. 図1(ロ)のB-B拡大断面図である(但し、図3とは拡大率が異なる)。It is BB expanded sectional drawing of FIG. 1 (b) (however, an expansion rate differs from FIG. 3). 図4の要部拡大図である。It is a principal part enlarged view of FIG. 図5のC-C断面図である。It is CC sectional drawing of FIG. 図5のようにコルゲートU字フリュームの端部どうしをボルト連結する手順の前半を説明する図である。It is a figure explaining the first half of the procedure which bolts the edge parts of corrugated U-shaped flume like FIG. 図5のようにコルゲートU字フリュームの端部どうしをボルト連結する手順の、図7Aに続く後半を説明する図である。It is a figure explaining the second half following FIG. 7A of the procedure which bolt-connects the edge parts of corrugated U-shaped flume like FIG. 図5等における仮止めワッシャを示すもので、(イ)は平面図、(ロ)は(イ)の図に各部の寸法を記入した図である。FIGS. 5A and 5B show a temporary washer in FIG. 5 and the like. FIG. 5A is a plan view, and FIG. 図8の実施例の仮止めワッシャを撓ませた時に、そのボルト仮止め用孔の内径がどのようになるかを説明する図であるIt is a figure explaining what the internal diameter of the hole for bolt temporary fixing becomes when the temporary fixing washer of the Example of FIG. 8 is bent. 仮止めワッシャの他の実施例を示すもので、(イ)は平面図、(ロ)は(イ)の図に各部の寸法を記入した図である。The other example of a temporary fix washer is shown, (A) is a top view, (B) is the figure which entered the dimension of each part in the figure of (A). (イ)、(ロ)はそれぞれ、図10の仮止めワッシャにおけるボルト仮止め用孔の変形例を示す平面図である。(A), (b) is a top view which shows the modification of the hole for bolt temporary fixing in the temporary fix washer of FIG. 10, respectively. (イ)、(ロ)、(ハ)、(ニ)、(ホ)はそれぞれ、仮止めワッシャの他の実施例を示す平面図である。(A), (b), (c), (d), and (e) are plan views showing other examples of the temporary fixing washer. 従来例を説明するもので、(イ)はコルゲートパイプの端部どうしのボルト連結部の断面図、(ロ)は(イ)の要部拡大図である。For explaining a conventional example, (a) is a cross-sectional view of a bolt connecting portion between end portions of a corrugated pipe, and (b) is an enlarged view of a main part of (b). 従来の仮止めワッシャを示すもので、(イ)は平面図、(ロ)は(イ)のD-D断面図である。The conventional temporary fix washer is shown, (A) is a plan view, (B) is a DD sectional view of (A).

以下、本発明のコルゲート金属板部材の連結構造、及び連結方法、及びこれに用いる仮止めワッシャを実施するための形態について、図面を参照して説明する。   Hereinafter, the connection structure of the corrugated metal plate member of the present invention, the connection method, and the form for carrying out the temporary fixing washer used therewith will be described with reference to the drawings.

本発明は、波付け加工したコルゲート鋼板やコルゲートステンレス板等のコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させたコルゲートU字フリュームやコルゲートパイプ等のコルゲート金属板部材を施工する際に適用されるものである。
図1は本発明のコルゲート金属板部材の連結構造の一実施例を説明するもので、図示例はコルゲートU字フリューム1による水路を施工する場合のものである。
図1(イ)は連結しようとする2つのコルゲートU字フリューム1、1を対向させて示した平面図、(ロ)は(イ)の2つのコルゲートU字フリューム1、1の端部どうしを重ね、ボルトで連結した状態で示した中間部省略の拡大平面図、(ハ)は(イ)のコルゲートU字フリューム1の概略左側面図である。
図2にコルゲートU字フリューム1の外観を斜視図で示す。
The present invention relates to a corrugated metal plate member such as a corrugated U-shaped flume or a corrugated pipe obtained by curving a corrugated metal plate such as a corrugated steel plate or a corrugated stainless steel plate in an arc shape or a U shape in a direction orthogonal to the corrugated direction. It is applied when constructing.
FIG. 1 illustrates an embodiment of a connecting structure for corrugated metal plate members according to the present invention. The illustrated example is for a case where a water channel is formed by a corrugated U-shaped flume 1.
FIG. 1 (a) is a plan view showing two corrugated U-shaped flumes 1 and 1 that are to be connected to each other, and FIG. 1 (B) is an end view of the two corrugated U-shaped flumes 1 and 1 of FIG. FIG. 2 is an enlarged plan view of the intermediate portion omitted shown in a state where they are overlapped and connected with bolts, and (c) is a schematic left side view of the corrugated U-shaped flume 1 of (a).
FIG. 2 is a perspective view showing the appearance of the corrugated U-shaped flume 1.

図示例のコルゲートU字フリューム1は、流路方向である長手方向に山部と谷部(湾曲内側から見た山部をp、谷部をqで示す)が交互に形成された波形断面のコルゲート鋼板又はコルゲートステンレス板を概ねU字状溝形に湾曲成形したもので、図示例ではU字状溝形部1aの左右両端部にフランジ部1bを有する。長手方向両端部にコルゲートU字フリューム1どうしを連結するためのボルト挿通孔を形成している。図示例では、U字状溝形部1aの幅方向中央位置のボルト挿通孔1cと、その両側の2つのボルト挿通孔1dと、左右のフランジ部1bの2つのボルト挿通孔1eとが形成されている。   The corrugated U-shaped flume 1 in the illustrated example has a corrugated cross section in which crests and troughs (the crests viewed from the inside of the curve are indicated by p and the troughs are indicated by q) in the longitudinal direction that is the flow path direction. A corrugated steel plate or a corrugated stainless steel plate is generally formed into a U-shaped groove shape, and in the illustrated example, the U-shaped groove portion 1a has flange portions 1b at both left and right ends. Bolt insertion holes for connecting the corrugated U-shaped flumes 1 are formed at both ends in the longitudinal direction. In the illustrated example, a bolt insertion hole 1c at the center in the width direction of the U-shaped groove portion 1a, two bolt insertion holes 1d on both sides thereof, and two bolt insertion holes 1e on the left and right flange portions 1b are formed. ing.

コルゲートU字フリュームによる水路の施工に際して、コルゲートU字フリューム1、1どうしをボルト連結する場合、設置個所の地面(土基礎)に置いた状態で連結するが、湾曲外側の面が地面に接しておらず空間に露出している箇所のボルト挿通孔の部分では、すなわち、この実施例では図1(ハ)における幅方向中央位置のボルト挿通孔1c以外のボルト挿通孔1d、1eの部分では、通常通りコルゲートU字フリューム1の端部1fを直接重ねた状態で、図3に示すようにボルト3'でボルト連結する。ボルト頭部を3a'で示す。   When constructing a water channel using a corrugated U-shaped flume, when the corrugated U-shaped flumes 1 and 1 are connected to each other by bolts, the corrugated U-shaped flumes 1 and 1 are connected in a state where they are placed on the ground (soil foundation). In the portion of the bolt insertion hole that is exposed in the space, that is, in this embodiment, in the portion of the bolt insertion holes 1d and 1e other than the bolt insertion hole 1c at the center in the width direction in FIG. As shown in FIG. 3, the corrugated U-shaped flume 1 is overlapped with bolts 3 'as shown in FIG. The bolt head is indicated by 3a ′.

しかし、地面に接する箇所のボルト挿通孔の部分では、すなわちU字状溝形部1aの幅方向中央位置のボルト挿通孔1cの部分では、図5に拡大して示すように、ボルト3が抜け落ちないように仮止めするための仮止めワッシャ5を介在させる。
これは、湾曲内側から見て山部に位置するボルト挿通孔1c部分の裏面側である土基礎側(地面側)は地面に対して隙間となるので、ボルト挿通孔1cに地面側から挿入したボルト3はその頭部3aを地面側から支えなければ抜け落ちるが、両コルゲートU字フリューム1,1の端部1fどうしを重ねる際には、地面に接する部材幅方向中央部の下面には手や工具などは届かずボルト頭部3aを押さえられないため、ボルト3を仮止めしなければ、ボルト3が抜け落ちるからである。なお、山部が低い場合でも、設置個所は一般に掘削した地面等で凹凸があり、山部の裏面側に大きな隙間が生じる場合が多々あるので、仮止めワッシャは必須である。
However, at the portion of the bolt insertion hole that is in contact with the ground, that is, at the portion of the bolt insertion hole 1c at the center in the width direction of the U-shaped groove portion 1a, the bolt 3 falls off as shown in an enlarged view in FIG. A temporary fixing washer 5 is interposed for temporary fixing so as not to occur.
This is because the soil foundation side (the ground side), which is the back side of the bolt insertion hole 1c portion located at the peak portion when viewed from the inside of the curve, is a gap with respect to the ground, so that it was inserted into the bolt insertion hole 1c from the ground side. The bolt 3 falls off unless its head 3a is supported from the ground side. However, when the end portions 1f of the corrugated U-shaped flumes 1 and 1 are overlapped with each other, a hand or This is because the tool 3 does not reach and the bolt head 3a cannot be pressed, so that the bolt 3 falls off unless the bolt 3 is temporarily fixed. Even when the mountain is low, the installation location is generally uneven on the excavated ground or the like, and there are many cases where a large gap is formed on the back side of the mountain, so a temporary washer is essential.

本発明では、例えば片手の指で撓ませることが可能な程度の可撓性を有するワッシャ板体を用いる。実施例では、ポリプロピレン(PP)製の仮止めワッシャであるが、その他の硬質樹脂(ゴムを含む)を採用することができ、また、鋼等の金属でもよい。
図8は本発明の一実施例の仮止めワッシャ5を示すもので、(イ)は平面図、(ロ)は(イ)の図に各部の寸法を記入した図である。なお、後述の切れ込み8を、図8(イ)では隙間を持つ態様で示したが、図8(ロ)、及び図10、図11、図12では単なる線分で示した。
図示例の仮止めワッシャ5は、片手の指で撓ませることが可能な程度の可撓性を有するワッシャ板体6の中央に、それぞれ半円状の凹部7aを有して対向するボルト支持部7bにより形成されるボルト仮止め用孔7を有する。このボルト仮止め用孔7は全体として、ボルトの外径d(ねじ部山径)より小でねじ部谷径d1(ねじ溝の径)より大なる内径の円形をなしている。そして、各ボルト支持部7bは、その板体幅方向(図8(イ)で上下方向)の両側に、板体幅方向と直交する方向(図8(イ)で左右方向)にワッシャ外端の手前まで延びる切れ込み8を有し、この切れ込み8は、前記凹部7aの端から板体幅方向に延びる長さ3mmの補助切れ込み9を介して凹部7aに通じている。
前記ボルト仮止め用孔7の形状寸法は、この仮止めワッシャ5の全体を、板体幅方向と直交する方向に撓ませた時に、前記ボルト仮止め用孔7がボルトのねじ部を挿通させる大きさ(ボルトの外径(ねじ部の外径)dより大)となり、撓みを解除して平坦状態にした時に前記ボルト仮止め用孔7の内縁がボルトのねじ部の溝内に係合する大きさ(すなわちボルトの外径dより小で谷径(ねじ部の谷径)dより大)となるような形状寸法となっている。
なお、前記半円状の凹部7aは、厳格に円の曲率を持つ半円状である必要はなく、円の曲率より若干大きな曲率の略半円状であればよい。
In the present invention, for example, a washer plate having flexibility that can be bent with a finger of one hand is used. In the embodiment, a temporary fixing washer made of polypropylene (PP) is used, but other hard resins (including rubber) can be used, and a metal such as steel may be used.
FIG. 8 shows a temporary fixing washer 5 according to an embodiment of the present invention. FIG. 8 (a) is a plan view, and FIG. 8 (b) is a diagram in which the dimensions of each part are entered in FIG. In addition, although the below-mentioned notch 8 was shown by the aspect which has a clearance gap in FIG. 8 (a), it showed with the simple line segment in FIG. 8 (b) and FIG. 10, FIG. 11, FIG.
In the illustrated example, the temporary fixing washer 5 has a semicircular recess 7a at the center of a washer plate 6 that is flexible enough to be bent with a finger of one hand, and is opposed to a bolt support portion. It has a bolt fixing hole 7 formed by 7b. The bolt temporary fixing hole 7 as a whole has a circular shape with an inner diameter smaller than the outer diameter d (thread diameter) and larger than the thread valley diameter d1 (thread groove diameter). And each bolt support part 7b is a washer outer end in the direction (FIG. 8 (A) left-right direction) orthogonal to a plate body width direction on both sides of the plate body width direction (FIG. 8 (A) vertical direction). This notch 8 extends to the front of the recess 7a via an auxiliary notch 9 having a length of 3 mm extending from the end of the recess 7a in the plate width direction.
The shape and dimension of the bolt temporary fixing hole 7 is such that when the entire temporary fixing washer 5 is bent in a direction orthogonal to the plate body width direction, the bolt temporary fixing hole 7 allows the threaded portion of the bolt to pass therethrough. The outer edge of the bolt (the outer diameter of the bolt (the outer diameter of the threaded portion) d) becomes larger and the inner edge of the bolt temporary fixing hole 7 is engaged with the groove of the threaded portion of the bolt when the bend is released to make it flat. has a geometry such that the size (i.e. root diameter at smaller than the outer diameter d of the bolt (larger than the root diameter) d 1 of the threaded portion) that.
The semicircular recess 7a does not need to be strictly a semicircle having a circular curvature, and may be a substantially semicircular shape having a slightly larger curvature than the circle.

図8に示した実施例の仮止めワッシャ5は、板厚0.35mm、長径が45mm、短径が25mmの楕円形であり、その中心部に、実施例ではM10であるボルト3に対して仮止め可能に緊密に嵌合させるためのボルト仮止め用孔7をあけている。M10のボルトのねじ部の外径は10.000mmφ、谷の径は8.376mmφであるから、ボルト仮止め用孔5aの孔径を8.376mm〜10.000mmの間とするが、実施例では8.5mmφとしている。
そして、仮止めワッシャ5を撓ませた時に、ボルト仮止め用孔7の内径が10mm以上(この実施例では10mm)となるように、切れ込み8の長さは次に述べるように適切に設定する。
The temporary washer 5 of the embodiment shown in FIG. 8 has an elliptical shape with a plate thickness of 0.35 mm, a major axis of 45 mm, and a minor axis of 25 mm, and in the center of the bolt 3 which is M10 in the embodiment. Bolt temporary fixing holes 7 are formed for close fitting so as to allow temporary fixing. Since the outer diameter of the threaded portion of the bolt of M10 is 10.000 mmφ and the diameter of the valley is 8.376 mmφ, the diameter of the bolt temporary fixing hole 5a is set to be between 8.376 mm to 10,000 mm. It is set to 8.5 mmφ.
The length of the notch 8 is appropriately set as described below so that when the temporary fixing washer 5 is bent, the inner diameter of the bolt temporary fixing hole 7 is 10 mm or more (10 mm in this embodiment). .

上記の仮止めワッシャ5を撓ませた時に、ボルト仮止め用孔7の孔径が切れ込み8の長さに対応してどの程度になるかを、図9の模式図を参照して説明する。
仮止めワッシャ5の使用時の湾曲状態が、図9のような曲げ状態になると模式化して説明する。すなわち、切れ込み8の基端位置Bのそれぞれ外側(B−F)が直線状をなし、その直線の延長としてボルト支持部7b(D−Bの部分)が直線的に延び、切れ込み8のそれぞれ幅方向外側部分(B−Cの部分)は水平に保たれると模式化する。
8.5mmφの円形孔が曲がることにより10mmφまで広がった時の切れ込み8の基端Bから円形孔の内縁Dまでの距離をaとし、前記内縁Dからボルト支持部7bの延長線とボルト仮止め用孔7の中心を通る鉛直線との交点Aまでの距離ADをbとする。
△ABCと△ADEが相似形なので、
b/(a+b)=10/(2a+8.5))......(1)
また、曲げ角度をαとすると、
b=5/cosα......(2)
仮に角度α=35°として、(1)、(2)式からaを計算すると、
a=4.15
となる。
すなわち、切れ込み8の長さLを、
L=a+4.25=4.15+4.25=8.4mm
にすると、角度α=35°まで曲げた時、8.5mmφのボルト仮止め用孔7が10mmφまで広がる。
なお、上記の計算式は、湾曲状態を考慮していない模式的な撓み状態に基づくもので、得られた切れ込み8の長さLは概略の目安であり、実際には実際の湾曲状態に基づいて、あるいは試作する等して各部の形状寸法を定めるとよい。
The extent to which the hole diameter of the bolt temporary fixing hole 7 corresponds to the length of the notch 8 when the temporary fixing washer 5 is bent will be described with reference to the schematic diagram of FIG.
A description will be given schematically by assuming that the bent state when the temporary washer 5 is used is a bent state as shown in FIG. That is, the outer side (BF) of the base end position B of the cut 8 is linear, and the bolt support portion 7b (D-B portion) extends linearly as an extension of the straight line. The direction outer portion (B-C portion) is schematically illustrated as being kept horizontal.
The distance from the base end B of the notch 8 to the inner edge D of the circular hole when the 8.5 mmφ circular hole is expanded to 10 mmφ by bending is defined as a, and the extension line of the bolt support portion 7b and the bolt temporarily fixed from the inner edge D The distance AD to the intersection A with the vertical line passing through the center of the hole 7 is defined as b.
△ ABC and △ ADE are similar,
b / (a + b) = 10 / (2a + 8.5)) (1)
If the bending angle is α,
b = 5 / cosα ...... (2)
Assuming that the angle α is 35 ° and a is calculated from the equations (1) and (2),
a = 4.15
It becomes.
That is, the length L of the notch 8 is
L = a + 4.25 = 4.15 + 4.25 = 8.4 mm
Then, when bent to an angle α = 35 °, the bolt fixing hole 7 of 8.5 mmφ widens to 10 mmφ.
The above calculation formula is based on a schematic bending state in which the bending state is not taken into consideration, and the length L of the obtained notch 8 is an approximate guideline, and is actually based on the actual bending state. Alternatively, the shape and dimensions of each part may be determined by trial production or the like.

上記の仮止めワッシャ5を用いて、2つのコルゲートU字フリューム1、1どうしをボルト連結する手順を図1、図4〜図6、図7A、図7Bを参照して説明する。
コルゲートU字フリューム1どうしのボルト連結は、ボルト連結部の下流側のものを下、上流側のものを上にして連結する。図1(イ)、(ロ)では左側が下流側、右側が上流側のコルゲートU字フリュームである。図4、図5、図7A、図7Bでも左側が下流側、右側が上流側のコルゲートU字フリュームである。
また、地面に接している箇所のボルト挿通孔の部分(図示例では幅方向中央部のボルト挿通孔1cの部分)を最初にボルト連結し、次いで他の箇所をボルト連結する。
まず、設置個所で下流側のコルゲートU字フリューム1を地面に置き、図7A(イ)に示すように、その上流側端(上流側の端)の山部pである端部1fにおける部材幅方向中央のボルト挿通孔1cに、湾曲ワッシャ2を介在させて、下側すなわち土基礎側(地面側)である湾曲外側からボルト3を挿入して、ねじ部3bを上側(湾曲内側)に突出させる。
次いで、仮止めワッシャ5を図7(ロ')に示すように、片手の指(例えば親指と人差指又は中指)で持って、仮止めワッシャ5を撓ませて、図7A(ロ)のように、上側に突出したボルト3のねじ部3bの上から被せて下側にすなわちボルト頭部3a側に下ろし、図7A(ハ)のように、下流側コルゲートU字フリューム1の山部pの上面に近接又は接触するまで下ろす。
次いで、仮止めワッシャ5を摘まんだ指を離し撓み付加力を解除すると、図7A(ニ)のように、仮止めワッシャ5は撓みが解消され平坦な状態に復元する。この時、ボルト仮止め用孔7の内縁がボルト3のねじ部3bの溝内に深く入り込んだ状態となり、ボルト3を、当該ボルト仮止め用孔7に緊密嵌合させた状態として、ボルト挿通孔位置に保持する。したがって、ボルト3は仮止めワッシャ5によりボルト挿通孔1cの部分に仮止めされ、抜け落ちずに直立状態に保たれる。
この状態で、図7B(ホ)に示すように、上流側(右側)のコルゲートU字フリューム1の端部1fのボルト挿通孔1cを、前記下流側(左側)コルゲートU字フリューム1の端部1fのボルト挿通孔1cに仮止めされて直立状態を保っている前記ボルト3に被せて、上流側のコルゲートU字フリューム1を前記下流側のコルゲートU字フリューム1の端部1fに重ねる。
この段階で樹脂製の仮止めワッシャ5はコルゲートU字フリュームの重量で容易に撓んで図示の通り山部pの曲面に馴染み、上下のコルゲートU字フリューム間の隙間は仮止めワッシャ5の厚み程度で済む。
次いで、図7B(ヘ)に示すように、ボルト3に曲面ワッシャ6を被せ、ナット4を螺合させて諦着すると、両コルゲートU字フリューム1、1の幅方向中央部の端部どうしのボルト連結が行われる。
A procedure for bolting the two corrugated U-shaped flumes 1 and 1 using the temporary fixing washer 5 will be described with reference to FIGS. 1, 4 to 6, 7 </ b> A, and 7 </ b> B.
The bolts of the corrugated U-shaped flumes 1 are connected with the downstream side of the bolt connecting portion facing down and the upstream side facing up. In FIGS. 1A and 1B, the left side is a downstream corrugated U-shaped flume and the right side is an upstream corrugated flume. 4, 5, 7 </ b> A, and 7 </ b> B, the corrugated U-shaped flume on the left side is the downstream side and the right side is the upstream side.
In addition, the bolt insertion hole portion (the portion of the bolt insertion hole 1c in the center in the width direction in the illustrated example) at the location in contact with the ground is first bolted and then the other location is bolted.
First, the corrugated U-shaped flume 1 on the downstream side is placed on the ground at the installation location, and as shown in FIG. 7A (A), the member width at the end portion 1f that is the peak portion p of the upstream end (upstream end). Insert a bolt 3 from the outside of the curve on the bottom side, that is, the soil foundation side (ground side), with the curved washer 2 interposed in the bolt insertion hole 1c in the center in the direction, and project the screw portion 3b upward (inside the curve). Let
Next, as shown in FIG. 7 (B '), the temporary washer 5 is held by one hand (for example, thumb and index finger or middle finger), and the temporary washer 5 is bent, as shown in FIG. 7A (B). The upper surface of the peak portion p of the downstream corrugated U-shaped flume 1 as shown in FIG. 7A (c). Lower until close to or touching.
Next, when the finger holding the temporary fixing washer 5 is released and the bending applied force is released, the temporary fixing washer 5 is restored to a flat state as shown in FIG. 7A (d). At this time, the inner edge of the bolt temporary fixing hole 7 is deeply inserted into the groove of the threaded portion 3b of the bolt 3, and the bolt 3 is inserted into the bolt temporary fixing hole 7 in a tightly fitted state. Hold in the hole position. Therefore, the bolt 3 is temporarily fixed to the bolt insertion hole 1c by the temporary fixing washer 5, and is kept upright without falling off.
In this state, as shown in FIG. 7B (e), the bolt insertion hole 1c of the end portion 1f of the upstream (right side) corrugated U-shaped flume 1 is connected to the end portion of the downstream (left side) corrugated U-shaped flume 1. The upstream corrugated U-shaped flume 1 is overlapped with the end portion 1f of the downstream corrugated U-shaped flume 1 so as to cover the bolt 3 that is temporarily fixed to the bolt insertion hole 1c of 1f and kept upright.
At this stage, the temporary fixing washer 5 made of resin is easily bent by the weight of the corrugated U-shaped flume and fits into the curved surface of the mountain p as shown in the figure, and the gap between the upper and lower corrugated U-shaped flume is about the thickness of the temporary fixing washer 5 Just do it.
Next, as shown in FIG. 7B (f), when the bolt 3 is covered with a curved washer 6 and the nut 4 is screwed and attached, the ends of the corrugated U-shaped flumes 1 and 1 at the center in the width direction are connected. Bolt connection is performed.

上述の説明では、ボルト連結部の下流側となるコルゲートU字フリューム1の上流側の端部1fのボルト挿通孔1cにボルト3を挿入し仮止めワッシャ5で仮止めする作業(図7A(イ)〜(ニ))と、その上に上流側となるコルゲートU字フリューム1の下流側の端部1fを重ねナット4で諦着してボルト連結する作業(図7B(ホ)、(ヘ))とを続けて行う場合について説明したが、予め複数のコルゲートU字フリュームについて図7A(イ)〜(ニ)の作業によりボルトを仮止めしてなる準備本体パーツを用意しておき、それら複数の準備本体パーツを流路の下流側から順番に、図7B(ホ)、(ヘ)の作業により連結していく手順で施工すると作業能率がよい。
本発明の仮止めワッシャは、例えば片手の指で撓ませることが可能な程度の可撓性を有するものであり、通常は、実際の作業でも片手の指で摘まんで撓ませて作業するが、何らかの器具を用いることを除外するものではない。
In the above description, the bolt 3 is inserted into the bolt insertion hole 1c in the upstream end portion 1f of the corrugated U-shaped flume 1 on the downstream side of the bolt connecting portion, and temporarily fixed with the temporary fixing washer 5 (FIG. ) To (d)), and an upstream end 1f of the corrugated U-shaped flume 1 on the upstream side thereof and a bolted connection with a nut 4 (FIG. 7B (e), (f) ), But a plurality of corrugated U-shaped flumes are prepared in advance by preparing preparation main body parts by temporarily fixing bolts by the operations of FIGS. 7A (A) to (D). The work efficiency is good when the preparation main body parts are constructed in the order of connecting them by the work shown in FIGS. 7B (e) and (f) in order from the downstream side of the flow path.
The temporary fixing washer of the present invention is flexible enough to be bent with, for example, a finger of one hand, and is usually worked by picking and bending with a finger of one hand even in actual work. It does not exclude the use of any equipment.

U字状溝形部1aの幅方向中央部のボルト挿通孔1c以外のボルト挿通孔1d、1eの部分では、図3に示す通り、挿入したボルト3'の頭部3a'に手や工具をあてがうことができるので、仮止めワッシャ5を必要とせず、通常の操作でボルト連結することができる。   In the bolt insertion holes 1d and 1e other than the bolt insertion hole 1c at the center in the width direction of the U-shaped groove 1a, a hand or a tool is put on the head 3a 'of the inserted bolt 3' as shown in FIG. Since it can be applied, the temporary fixing washer 5 is not required and the bolt can be connected by a normal operation.

上述の仮止めワッシャ5は、片手の指で撓ませることでボルト仮止め用孔7が拡大されるので、図14の従来の鋼製仮止めワッシャ55と異なり、殆ど力を必要とせずにボルト3に容易に挿通させることができる。
また、指の力を緩めて元の平坦な状態に戻すと、ボルト仮止め用孔7の内縁がボルト3のねじ部の溝に容易に係合するので、仮止めワッシャ5がボルト3から抜け出す恐れはなく、ボルト3を堅固に仮止めすることができる。
また、取り外す場合でも、指で撓ませることでボルト仮止め用孔7が拡大されるので、殆ど力を必要とせずにボルト3から容易に取り外すことができる。
また、片手で仮止めワッシャ5を摘まんで作業できるので、他方の空いた手で何らかの操作をすることができ、この点でも作業性が良好である。
上記の通り、殆ど力を必要とせずにボルトに容易に挿通させることができ、ボルトのねじ溝に係合させることができるので、従来の鋼製仮止めワッシャ55と比較してボルト仮止め作業が極めて簡単で作業性がよく、コルゲート金属板部材の施工能率自体も向上する。
Unlike the conventional steel temporary fixing washer 55 shown in FIG. 14, the temporary fixing washer 5 is bent with a finger of one hand, so that the bolt is hardly required. 3 can be easily inserted.
Further, when the finger force is loosened and returned to the original flat state, the inner edge of the bolt temporary fixing hole 7 is easily engaged with the groove of the threaded portion of the bolt 3 so that the temporary fixing washer 5 comes out of the bolt 3. There is no fear, and the bolt 3 can be firmly fixed temporarily.
Moreover, even when removing, since the bolt temporary fixing hole 7 is enlarged by bending with a finger, it can be easily removed from the bolt 3 with almost no force required.
Further, since the temporary fixing washer 5 can be picked up and operated with one hand, it is possible to perform some operation with the other free hand, and the workability is also good in this respect.
As described above, the bolt can be easily inserted into the bolt with little force, and can be engaged with the screw groove of the bolt, so that the bolt temporary fixing work is compared with the conventional steel temporary fixing washer 55. However, the work efficiency of the corrugated metal plate member itself is improved.

本発明の仮止めワッシャは上記の通り、撓ませることでボルト仮止め用孔を拡大させてボルトに挿入するので、ボルト仮止め用孔の内径を、ボルトのねじ溝の奥に入り込むような小さな内径にすることが可能であり、板厚を薄くしてもボルトに対する必要な係合力を確保できる。したがって、鋼材を用いた場合でも、従来の仮止めワッシャ55と比べて、板厚を薄くして顕著に軽量化することができ、取扱いが容易である。
また、図14の従来の仮止めワッシャ55のような突起55bがないので、保管や持ち運び等の際の取扱いが容易であり、また、表裏を区別する必要がないので、ボルトに装着する際にいちいち表裏を確認する煩雑さはない。
As described above, the temporary fixing washer of the present invention is inserted into the bolt by bending the bolt temporary fixing hole by bending, so that the inner diameter of the bolt temporary fixing hole is small enough to enter the depth of the screw groove of the bolt. The inner diameter can be set, and a necessary engaging force with respect to the bolt can be secured even if the plate thickness is reduced. Therefore, even when a steel material is used, the plate thickness can be reduced and the weight can be significantly reduced as compared with the conventional temporary fixing washer 55, and handling is easy.
Further, since there is no projection 55b like the conventional temporary fixing washer 55 of FIG. 14, it is easy to handle during storage and carrying, and it is not necessary to distinguish between the front and the back. There is no complication in checking the front and back.

実施例のように仮止めワッシャが樹脂製の場合、鋼製のものと比べて弾性域が広いので、仮止めワッシャ5が撓み付加力を解除されて平坦状態になる時、孔内縁が容易に弾性変形して、ボルト3のねじ部の溝(ねじの谷)に容易に入り込むことができる。したがって、ボルト仮止め用孔7の内径は、原理的にはボルト3のねじ部谷径より大とするが、前記樹脂の弾性変形を考慮すると、実際には厳格にねじ部谷径より大でなくてもよい。
また、樹脂製の仮止めワッシャは、鋼製のものと同様に、金型を作ってプレス加工して製作するが、鋼製のものと比べて、必要なプレス荷重が著しく小さいこと、金型の摩耗が極めて少なく寿命が長いこと、突起等のない単なる平板でよいこと等から、金型の費用が顕著に安く済み、また、製造能率も高く、また、材料費も安い等、種々の面から仮止めワッシャにかかるコストが安く済む。
When the temporary fixing washer is made of resin as in the embodiment, the elastic area is wider than that of steel, so when the temporary fixing washer 5 is deflected and the applied force is released and becomes flat, the inner edge of the hole is easily formed. It is elastically deformed and can easily enter the groove (screw valley) of the threaded portion of the bolt 3. Therefore, the inner diameter of the bolt fixing hole 7 is theoretically larger than the thread valley diameter of the bolt 3, but in consideration of the elastic deformation of the resin, it is actually strictly larger than the thread valley diameter. It does not have to be.
In addition, resin temporary fixing washers are manufactured by making molds and pressing them, just like steel ones. However, the required pressing load is significantly smaller than steel ones. Various aspects such as extremely low wear, long life, and simple flat plate with no protrusions, etc., which can significantly reduce the cost of molds, have high production efficiency, and have low material costs. The cost of the temporary washer can be reduced.

従来のコルゲートU字フリュームあるいはコルゲートパイプ等のコルゲート金属板部材は鋼製であり、ステンレス製のものは知られていないが、腐食が懸念される現場に設置する場合や著しく長期の設置が求められる場合、高耐食性を確保するために、ステンレス製とすることが考えられる。
この場合に、従来の鋼製仮止めワッシャを用いたとすると、鋼製仮止めワッシャに異種金属接触の電位差による錆が発生し、錆汁により設置済みのステンレス製のコルゲート金属板部材の見た目に悪影響を与えるが、実施例のように樹脂製の仮止めワッシャ5を用いると、錆びることはなく錆汁の発生もないので、見た目を損なうことがない。
Corrugated metal plate members such as conventional corrugated U-shaped flume or corrugated pipe are made of steel, and stainless steel is not known, but it is required to be installed on the site where corrosion is a concern or to be installed over a long period of time. In this case, in order to ensure high corrosion resistance, it can be considered to be made of stainless steel.
In this case, if the conventional steel temporary fixing washer is used, rust is generated due to the potential difference between the dissimilar metal contacts in the temporary steel washer, and the appearance of the stainless corrugated metal plate member that has already been installed is adversely affected by the rust. However, when the resin temporary fixing washer 5 is used as in the embodiment, it does not rust and no rust juice is produced, so that the appearance is not impaired.

図10に他の実施例の仮止めワッシャ15を示す。
この仮止めワッシャ15は、対向するボルト支持部17bの対向する略円弧状の凹部がそれぞれ半円より幅の狭い幅狭円弧状をなして、全体として2つの幅狭円弧状の凹部17aが間隔をあけて対向している。前記幅狭円弧状の凹部17aの半径Rは4.25mm(8.5mmの半分)、対向する幅狭円弧状の凹部17aの間隔は8.5mmである。また、ボルト支持部17bの両側の切れ込み18の間隔は8.5mmである。
ボルト仮止め用孔17の板体幅方向両側の内縁17cは直径10mmの円弧(半径R=5mm)である。したがって、2つの幅狭円弧状の凹部17aの中間部の板体幅方向の内法寸法は、ボルト3のねじ部外径(10mm)を特に拘束しない寸法とされている。なお、10mmより若干大としてもよい。
したがって、この仮止めワッシャ15は、図7A、図7Bで説明したのと同様に、仮止めワッシャ15を片手の指で摘まんで撓ませた状態で、仮止めワッシャ15をボルト3に容易に挿入することができ、指を離して平坦に復帰させることで、ボルト支持部17b(その幅狭円弧状の凹部17a)がボルト3のねじ溝に係合して、ボルト3を仮止めすることができる。
なお、前記幅狭円弧状の凹部17aは、厳格に円の曲率を持つ円弧状である必要はなく、円の曲率より若干大きな曲率の略円弧状であればよい。
FIG. 10 shows a temporary fixing washer 15 of another embodiment.
In this temporary fixing washer 15, the opposed substantially arc-shaped recesses of the opposed bolt support portions 17b each have a narrow arc shape narrower than a semicircle, and the two narrow arc-shaped recesses 17a as a whole are spaced apart. Opposite to each other. The radius R of the narrow arc-shaped recess 17a is 4.25 mm (a half of 8.5 mm), and the interval between the opposing narrow arc-shaped recesses 17a is 8.5 mm. Moreover, the space | interval of the notch 18 of the both sides of the bolt support part 17b is 8.5 mm.
Inner edges 17c on both sides in the plate width direction of the bolt temporary fixing holes 17 are circular arcs having a diameter of 10 mm (radius R = 5 mm). Therefore, the inner dimension in the plate width direction of the intermediate portion of the two narrow arc-shaped recesses 17a is a dimension that does not particularly restrict the outer diameter (10 mm) of the threaded portion of the bolt 3. It may be slightly larger than 10 mm.
Accordingly, the temporary washer 15 can be easily inserted into the bolt 3 in a state where the temporary washer 15 is pinched with one finger and bent as in the case described with reference to FIGS. 7A and 7B. The bolt support portion 17b (its narrow arc-shaped concave portion 17a) is engaged with the thread groove of the bolt 3 by temporarily releasing the finger and returning to the flat state, so that the bolt 3 can be temporarily fixed. it can.
The narrow arc-shaped recess 17a does not have to be strictly an arc having a circular curvature, and may be a substantially arc having a slightly larger curvature than the circle.

図11(イ)に示した仮止めワッシャ15'は、図10の仮止めワッシャ15の変形例である。この仮止めワッシャ15'は、図10の仮止めワッシャ15と異なり、ボルト支持部17bの両側の切れ込み18'の位置を幅狭円弧状の凹部17aの両端位置にしており、両側の切れ込み18'の間隔sが8.5mmより若干狭い。
この場合も、2つの幅狭円弧状の凹部17aの中間部の板体幅方向の内法寸法は、ボルト3のねじ部外径(10mm)を特に拘束しない寸法であり、前記と同様な操作で、ボルト3を仮止めすることができる。
A temporary fixing washer 15 ′ shown in FIG. 11A is a modification of the temporary fixing washer 15 shown in FIG. Unlike the temporary fixing washer 15 of FIG. 10, the temporary fixing washer 15 ′ has the positions of the notches 18 ′ on both sides of the bolt support portion 17b at the both ends of the narrow arc-shaped recess 17a, and the notches 18 ′ on both sides. Is slightly narrower than 8.5 mm.
Also in this case, the inner dimension in the plate width direction of the intermediate portion of the two narrow arc-shaped concave portions 17a is a size that does not particularly restrict the outer diameter (10 mm) of the screw portion of the bolt 3, and the same operation as described above. Thus, the bolt 3 can be temporarily fixed.

図11(ロ)に示した仮止めワッシャ15"も、図10の仮止めワッシャ15の変形例である。この仮止めワッシャ15"は、図10の仮止めワッシャ15と異なり、ボルト仮止め用孔17"の板体幅方向両側の内縁17c"の内縁が円弧でなく直線であり、両直線間の内法寸法が10mmである。
この場合も、2つの幅狭円弧状の凹部17aの中間部の板体幅方向の内法寸法は、ボルト3のねじ部外径(10mm)を特に拘束しない寸法であり、前記と同様な操作で、ボルト3を仮止めすることができる。
The temporary fixing washer 15 "shown in FIG. 11 (b) is also a modification of the temporary fixing washer 15 in FIG. 10. Unlike the temporary fixing washer 15 in FIG. The inner edge of the inner edge 17c ″ on both sides in the plate width direction of the hole 17 ″ is not a circular arc but a straight line, and the inner dimension between both the straight lines is 10 mm.
Also in this case, the inner dimension in the plate width direction of the intermediate portion of the two narrow arc-shaped concave portions 17a is a size that does not particularly restrict the outer diameter (10 mm) of the screw portion of the bolt 3, and the same operation as described above. Thus, the bolt 3 can be temporarily fixed.

図12(イ)〜(ホ)に仮止めワッシャのさらに他の実施例を示す。
図12(イ)の仮止めワッシャ25は、図8の仮止めワッシャ5の変形例であり、ボルト仮止め用孔27の一方のボルト支持部27bにのみ、その両側の切れ込み28を形成したものである。他方のボルト支持部27b'は両側の切れ込みを持たない。
この場合、図示のように、ボルト仮止め用孔27の位置をワッシャ板体26の一方に偏心させるとともに、偏心側と反対側にある前記切れ込み28の長さを長くするとよい。
12 (A) to 12 (E) show still another embodiment of the temporary fixing washer.
A temporary washer 25 shown in FIG. 12 (a) is a modification of the temporary fix washer 5 shown in FIG. 8, and has notches 28 formed on both sides of only one bolt support portion 27b of the bolt temporary fixing hole 27. It is. The other bolt support portion 27b ′ does not have cuts on both sides.
In this case, as shown in the figure, the position of the bolt temporary fixing hole 27 may be eccentric to one side of the washer plate 26 and the length of the cut 28 on the opposite side to the eccentric side may be increased.

図12(ロ)の仮止めワッシャ35は、図10の仮止めワッシャ15の変形例であり、ボルト仮止め用孔37の一方のボルト支持部37bにのみ、その両側の切れ込み38を形成したものである。他方のボルト支持部37b'は両側の切れ込みを持たない。
この場合、前記と同様に、ボルト仮止め用孔37の位置をワッシャ板体36の一方に偏心させるとともに、偏心側と反対側にある前記切れ込み38の長さを長くするとよい。
A temporary washer 35 shown in FIG. 12 (b) is a modification of the temporary fix washer 15 shown in FIG. 10, in which notches 38 are formed on only one bolt support portion 37b of the bolt temporary fixing hole 37. It is. The other bolt support portion 37b ′ does not have cuts on both sides.
In this case, as described above, the position of the bolt temporary fixing hole 37 may be eccentric to one side of the washer plate 36, and the length of the notch 38 on the opposite side to the eccentric side may be increased.

図12(ハ)の仮止めワッシャ45は、図8の仮止めワッシャ5の変形例であり、単に、図8の仮止めワッシャ5における片側の切れ込み8をなくしたものである。すなわち、ボルト仮止め用孔47はワッシャ板体46の中央にあり、ボルト仮止め用孔47の一方のボルト支持部47bにのみ、その両側の切れ込み48が形成されている。他方のボルト支持部47b'は両側の切れ込みを持たない。   A temporary fixing washer 45 shown in FIG. 12C is a modification of the temporary fixing washer 5 shown in FIG. 8, and is simply obtained by eliminating the cut 8 on one side of the temporary fixing washer 5 shown in FIG. That is, the bolt temporary fixing hole 47 is in the center of the washer plate 46, and only one bolt support portion 47 b of the bolt temporary fixing hole 47 is formed with cuts 48 on both sides thereof. The other bolt support portion 47b ′ does not have cuts on both sides.

図12(ニ)の仮止めワッシャ55も、図8の仮止めワッシャ5の変形例であり、外形が楕円ではなく長円形のワッシャ板体56を用いたものである。内部のボルト仮止め用孔57、ボルト支持部57b、切れ込み58は図8の仮止めワッシャ5と同じである。   The temporary fixing washer 55 in FIG. 12 (d) is also a modification of the temporary fixing washer 5 in FIG. 8, and uses an washer plate body 56 having an oval shape instead of an ellipse. The internal bolt temporary fixing hole 57, the bolt support portion 57b, and the notch 58 are the same as those of the temporary fixing washer 5 of FIG.

図12(ホ)の仮止めワッシャ65も、図8の仮止めワッシャ5の変形例であり、外形が楕円ではなく矩形のワッシャ板体66を用いたものである。内部のボルト仮止め用孔67、ボルト支持部67b、切れ込み68は図8の仮止めワッシャ5と同じである。ワッシャ板体66の外形は、上述の楕円、長円、矩形に限らず任意である。   The temporary fixing washer 65 in FIG. 12E is also a modification of the temporary fixing washer 5 in FIG. 8 and uses a washer plate body 66 having a rectangular outer shape rather than an ellipse. The internal bolt fixing holes 67, the bolt support portions 67b, and the notches 68 are the same as those of the temporary fixing washer 5 of FIG. The outer shape of the washer plate body 66 is not limited to the above-described ellipse, ellipse, and rectangle, but is arbitrary.

上述の実施例では、図3に示す通り、仮止めワッシャを使用する箇所(ボルト3)が部材幅方向中央部の1箇所のみであるが、U字形溝形部の底部分の幅が広く地面に接する部分の複数箇所でボルト連結する必要がある場合は、当然その複数個所のボルト連結部に仮止めワッシャを用いる。
また、実施例では、U字状溝形部とその両端のフランジ部とが一体のコルゲートU字フリューム1を図示して説明したが、本体部分がフランジを有さないU字状溝形部のみである断面のコルゲートU字フリュームにも適用することができ、また、2つないし3つのパーツをボルト接合してU字状溝形とされる断面のコルゲートU字フリュームにも適用することができる。
また、2つの半円形コルゲート金属板を上下組み合わせて円形断面にしたコルゲートパイプ、あるいは3つ以上の弧状コルゲート金属板を連結して円形断面にしたコルゲートパイプにも当然適用できる。
また、用途としては水路に限らず、例えば簡易トンネルや道路下のカルバート、その他の用途に適用できる。
要するに、波付け方向と直交する方向に弧状ないしU字状に湾曲させたコルゲートU字フリュームやコルゲートパイプ等の例えば土木施工用のコルゲート金属板部材で、土基礎(地面)に置かれる部分にボルト連結部を持つ種々の場合に適用できる。
In the above-described embodiment, as shown in FIG. 3, the place (bolt 3) where the temporary washer is used is only one place in the central part of the member width direction, but the bottom part of the U-shaped groove part has a wide width. When it is necessary to connect the bolts at a plurality of locations in contact with the bolt, naturally, temporary fixing washers are used for the bolt connection portions at the plurality of locations.
Further, in the embodiment, the corrugated U-shaped flume 1 in which the U-shaped groove portion and the flange portions at both ends thereof are illustrated and described, but only the U-shaped groove shape portion in which the main body portion does not have a flange. The present invention can also be applied to a corrugated U-shaped flume having a cross-sectional shape, and can also be applied to a corrugated U-shaped flume having a U-shaped groove formed by bolting two to three parts. .
Of course, the present invention can also be applied to a corrugated pipe having a circular section by combining two semicircular corrugated metal plates, or a corrugated pipe having a circular section by connecting three or more arc-shaped corrugated metal plates.
In addition, the application is not limited to a water channel, and can be applied to, for example, a simple tunnel, a culvert under a road, and other applications.
In short, it is a corrugated metal plate member for civil engineering work, such as corrugated U-shaped flume and corrugated pipe curved in a direction orthogonal to the corrugated direction, and bolts on the part placed on the earth foundation (ground) It can be applied to various cases having a connecting portion.

1 コルゲートU字フリューム(コルゲート金属板部材)
1a U字状溝形部
1b フランジ部
1c (地面に接する部材幅方向中央部の)ボルト挿通孔
1d、1e ボルト挿通孔
1f (コルゲートU字フリュームどうしの連結部である)端部
2 湾曲ワッシャ
3 ボルト
3a ボルト頭部
3b ねじ部
4 ナット
5、15、25、35、45、55、65 仮止めワッシャ
6、16、26、36、46、56、66 ワッシャ板体
7、17、27、37、47、57、67 ボルト仮止め用孔
7a 半円状の凹部(略円弧状の凹部)
17a 幅狭円弧状の凹部(略円弧状の凹部)
7b、17b、27b、37b、47b、57b、67b ボルト支持部
27b'、37b'、47b' (両側に切れ込みのない)ボルト支持部
8、18、28、38、48、58、68 切れ込み
9 補助切れ込み
p (コルゲート金属板部材の湾曲内側からみた)山部
q (コルゲート金属板部材の湾曲内側からみた)谷部
1 Corrugated U-shaped flume (corrugated metal plate member)
DESCRIPTION OF SYMBOLS 1a U-shaped groove part 1b Flange part 1c Bolt penetration hole 1d (in the center part of the member width direction which touches the ground) 1e Bolt penetration hole 1f (It is a connection part of corrugated U-shaped flumes) End 2 Curved washer 3 Bolt 3a Bolt head 3b Threaded portion 4 Nut 5, 15, 25, 35, 45, 55, 65 Temporary fixing washer 6, 16, 26, 36, 46, 56, 66 Washer plate bodies 7, 17, 27, 37, 47, 57, 67 Bolt temporary fixing hole 7a Semicircular recess (substantially arc-shaped recess)
17a Narrow arc-shaped recess (substantially arc-shaped recess)
7b, 17b, 27b, 37b, 47b, 57b, 67b Bolt support portion 27b ', 37b', 47b '(No cut on both sides) Bolt support portion 8, 18, 28, 38, 48, 58, 68 Notch 9 Auxiliary Cut p (Viewed from the inside of the corrugated metal plate member) Peak q (Viewed from the inside of the corrugated metal plate member) Valley

Claims (7)

波付け加工したコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させた2つのコルゲート金属板部材の互いに向き合う端部どうしを重ねて土基礎上に配置され、それぞれの端部の土基礎に面する位置に形成されたボルト挿通孔の部分を互いにボルトで連結されたコルゲート金属板部材の連結構造であって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔が形成され、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みが、前記略円弧状の凹部に通じる態様で形成された仮止めワッシャを用いられ、
前記仮止めワッシャが、その板体幅方向と直交する方向の両外側から作用させた撓み付加力で湾曲状に撓ませられて前記ボルト仮止め用孔の径を前記ボルトのねじ部の外径以上に拡げた状態で、前記ボルトに前記部材上面に接近又は接触するまで挿入され、前記撓み付加力を解除して撓みを解消することで、前記ボルトを、当該ボルト仮止め用孔に緊密嵌合させた状態として、ボルト挿通孔位置に保持されており、
他方のコルゲート金属板部材の端部のボルト挿通孔を前記一方のコルゲート金属板部材の端部のボルト挿通孔位置に保持されている前記ボルトに通されて、前記ボルトにナットを螺合させ諦着して両コルゲート金属板部材を互いにボルト連結されていることを特徴とするコルゲート金属板部材の連結構造。
Two corrugated metal plate members obtained by corrugating corrugated metal plates curved in an arc shape or U-shape in a direction perpendicular to the corrugated direction are arranged on the soil foundation by overlapping each other. A corrugated metal plate member connecting structure in which parts of bolt insertion holes formed at positions facing the soil foundation of the parts are connected to each other by bolts,
The flexible washer plate has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by the opposed bolt support portions, and is formed in at least one of the opposed bolt support portions. On both sides of the plate body width direction, a temporary fixing washer formed in such a manner that a notch extending to the front of the washer outer end in a direction substantially orthogonal to the plate body width direction leads to the substantially arc-shaped recess,
The temporary fixing washer is bent in a curved shape by an additional bending force applied from both outer sides in a direction orthogonal to the plate body width direction, and the diameter of the bolt temporary fixing hole is set to the outer diameter of the screw portion of the bolt. In the expanded state, the bolt is inserted into the bolt until it approaches or comes into contact with the upper surface of the member, and the bolt is tightly fitted into the bolt temporary fixing hole by releasing the bending additional force and eliminating the bending. As a combined state, it is held at the bolt insertion hole position,
The bolt insertion hole at the end of the other corrugated metal plate member is passed through the bolt held at the bolt insertion hole position at the end of the one corrugated metal plate member, and a nut is screwed into the bolt. A corrugated metal plate member connecting structure, wherein both corrugated metal plate members are bolted to each other.
前記仮止めワッシャにおける前記対向するボルト支持部の対向する前記略円弧状の凹部がそれぞれ半円状をなして前記ボルト仮止め用孔が全体として、ボルトのねじ部山径より小でねじ部谷径より大なる内径の円形をなしており、前記ボルト仮止め用孔の両側の前記切れ込みは、前記半円状の凹部の端から板体幅方向に延びる補助切れ込みを介して前記凹部に通じていることを特徴とする請求項1記載のコルゲート金属板部材の連結構造。   The substantially arcuate recesses of the opposing bolt support portions of the temporary washer that are opposed to each other form a semicircular shape, and the bolt temporary fixing holes as a whole are smaller than the thread diameter of the screw portion of the bolt and have a thread valley. The notch on both sides of the bolt temporary fixing hole communicates with the recess through an auxiliary notch extending in the plate width direction from the end of the semicircular recess. The corrugated metal plate member connection structure according to claim 1, wherein: 前記仮止めワッシャにおける前記対向するボルト支持部の対向する前記略円弧状の凹部がそれぞれ半円より幅の狭い幅狭円弧状をなして、全体として2つの幅狭円弧状の凹部が間隔をあけて対向するとともに前記2つの円弧が、ボルトのねじ部山径より小でねじ部谷径より大なる内径の円形の一部を形成する態様であり、前記ボルト仮止め用孔の中間部における板体幅方向の内法寸法が、前記ボルトのねじ部外径を拘束しない寸法とされていることを特徴とする請求項1記載のコルゲート金属板部材の連結構造。   The substantially arc-shaped concave portions facing each other of the opposed bolt support portions in the temporary fixing washer each form a narrow arc shape narrower than a semicircle, and the two narrow arc-shaped concave portions as a whole are spaced apart from each other. And the two arcs form a part of a circular shape having an inner diameter smaller than the screw thread ridge diameter of the bolt and larger than the thread valley diameter, and a plate at the intermediate portion of the bolt temporary fixing hole. 2. The corrugated metal plate member connection structure according to claim 1, wherein the inner dimension in the body width direction is a dimension that does not constrain the outer diameter of the threaded portion of the bolt. 前記仮止めワッシャにおける前記ボルト支持部の両側の前記切れ込みは、対向するボルト支持部の一方にのみ形成されていることを特徴とする請求項1〜3のいずれか1項に記載のコルゲート金属板部材の連結構造。   The corrugated metal plate according to any one of claims 1 to 3, wherein the notches on both sides of the bolt support portion of the temporary fixing washer are formed only on one of the opposing bolt support portions. Member connection structure. 前記仮止めワッシャにおける前記ボルト支持部の両側の前記切れ込みは、対向するボルト支持部の両方に形成されていることを特徴とする請求項1〜3のいずれか1項に記載のコルゲート金属板部材の連結構造。   The corrugated metal plate member according to any one of claims 1 to 3, wherein the notches on both sides of the bolt support portion in the temporary fixing washer are formed in both of the opposing bolt support portions. Connection structure. 請求項1のコルゲート金属板部材の連結構造に用いる仮止めワッシャであって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔が形成され、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みが、前記略円弧状の凹部に通じる態様で形成されていることを特徴とする仮止めワッシャ。
A temporary fixing washer for use in the connection structure of the corrugated metal plate member according to claim 1,
The flexible washer plate has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by the opposed bolt support portions, and is formed in at least one of the opposed bolt support portions. A temporary fixing washer characterized in that cuts extending in front of the washer outer end in a direction substantially orthogonal to the plate width direction are formed on both sides in the plate width direction so as to communicate with the substantially arc-shaped recess. .
波付け加工したコルゲート金属板を波付け方向と直交する方向に弧状ないしU字状に湾曲させた2つのコルゲート金属板部材の互いに向き合う端部どうしを重ねて土基礎上に配置され、それぞれの端部の土基礎に面する位置に形成されたボルト挿通孔の部分を互いにボルトで連結したコルゲート金属板部材の連結方法であって、
可撓性を有するワッシャ板体に、それぞれ略円弧状の凹部を有して対向するボルト支持部により形成されるボルト仮止め用孔を形成し、かつ、前記対向するボルト支持部の少なくとも一方における板体幅方向の両側に、板体幅方向と略直交する方向にワッシャ外端の手前まで延びる切れ込みを、前記略円弧状の凹部に通じる態様で形成した仮止めワッシャを用い、
前記仮止めワッシャを、その板体幅方向と直交する方向の両外側から作用させた撓み付加力で湾曲状に撓ませることにより前記ボルト仮止め用孔の径を前記ボルトのねじ部の外径以上に拡げた状態で、前記ボルトに前記部材上面に接近又は接触するまで挿入し、
次いで前記撓み付加力を解除して撓みを解消することで、前記ボルトを、当該ボルト仮止め用孔に緊密嵌合させた状態として、ボルト挿通孔位置に保持し、
次いで他方のコルゲート金属板部材の端部のボルト挿通孔を前記一方のコルゲート金属板部材の端部のボルト挿通孔位置に保持されている前記ボルトに通し、前記ボルトに前記ナットを螺合させ諦着して両コルゲート金属板部材を互いにボルト連結することを特徴とするコルゲート金属板部材の連結方法。
Two corrugated metal plate members obtained by corrugating corrugated metal plates curved in an arc shape or U-shape in a direction perpendicular to the corrugated direction are arranged on the soil foundation by overlapping each other. It is a connecting method of corrugated metal plate members in which parts of bolt insertion holes formed at positions facing the soil foundation of the parts are connected to each other by bolts,
The flexible washer plate body has a substantially arc-shaped concave portion and a bolt temporary fixing hole formed by an opposing bolt support portion, and is formed in at least one of the opposing bolt support portions. Using temporary fixing washers formed on both sides of the plate body width direction in a manner that leads to the front of the washer outer end in a direction substantially perpendicular to the plate body width direction, leading to the substantially arcuate recess,
The diameter of the bolt temporary fixing hole is made to be the outer diameter of the screw portion of the bolt by bending the temporary fixing washer in a curved shape with an additional bending force applied from both outer sides in a direction orthogonal to the plate body width direction. In the expanded state, insert the bolt until it approaches or contacts the upper surface of the member,
Next, by releasing the bending additional force and eliminating the bending, the bolt is held in the bolt insertion hole position as a state of being closely fitted to the bolt temporary fixing hole,
Next, the bolt insertion hole at the end of the other corrugated metal plate member is passed through the bolt held at the position of the bolt insertion hole at the end of the one corrugated metal plate member, and the nut is screwed into the bolt. A method for connecting corrugated metal plate members, wherein the corrugated metal plate members are connected to each other by bolts.
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