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JP2021139216A - Corrugated thin steel plate for silo, and grain silo comprising combination of the same - Google Patents

Corrugated thin steel plate for silo, and grain silo comprising combination of the same Download PDF

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JP2021139216A
JP2021139216A JP2020039292A JP2020039292A JP2021139216A JP 2021139216 A JP2021139216 A JP 2021139216A JP 2020039292 A JP2020039292 A JP 2020039292A JP 2020039292 A JP2020039292 A JP 2020039292A JP 2021139216 A JP2021139216 A JP 2021139216A
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silo
steel plate
corrugated
thin steel
diameter
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JP7431618B2 (en
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剛男 原田
Takeo Harada
剛男 原田
幸司 吉田
Koji Yoshida
幸司 吉田
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Nippon Steel Metal Products Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

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Abstract

To provide a corrugated thin steel plate for a silo comprising a thin steel plate, capable of securing airtightness, and capable of assembling with high accuracy, and to provide a silo comprising a combination of the same.SOLUTION: A corrugated steel plate 1 for a silo is used to construct a silo: which is formed in a cylindrical curved surface body with an arc-shape in plan view of corrugated steel plates having through holes 2; which is joined in a circumferential direction and a vertical direction by joint members such as a bolt and a rivet inserted in the through holes 2; and which has a joint portion in which three or more end portions are stacked and comprises a cylindrical or semi-cylindrical wall body portion. The through holes 2 are round holes with no play for length adjustment. A plate thickness of the thin steel plate is smaller than 2.7 mm.SELECTED DRAWING: Figure 3

Description

本発明は、サイロ用波形鋼板及びそれらが組み合わされたサイロに関し、詳しくは、薄鋼板からなるサイロ用波形薄鋼板及びそれらが組み合わされた穀物用サイロに関するものである。 The present invention relates to a corrugated steel plate for silos and a silo in which they are combined, and more particularly to a corrugated thin steel plate for silos made of a thin steel plate and a silo for grains in which they are combined.

従来、平面視円弧状の円筒曲面体である複数の波形鋼板を接合して円筒状の壁体を構成し、サイロ、骨材ビン、粉体・粒体貯蔵タンク、水槽などの貯槽として使用することが行われている。 Conventionally, a plurality of corrugated steel plates, which are cylindrical curved surfaces having an arcuate shape in a plan view, are joined to form a cylindrical wall body, which is used as a storage tank for silos, aggregate bottles, powder / granular material storage tanks, water tanks, etc. Is being done.

例えば、本願の出願人が提案した特許文献1には、周壁15を円筒状に連結させた貯槽本体にばら物を収容するためのばら物貯槽において、貯槽本体11は、コルゲートシート21を周方向及び上下方向に連結して周壁15を構成し、コルゲートシート21に対して塞ぎ板16を介して連結され、平面視で貯槽本体11を間仕切るように延設された間仕切り構造体12を備え、塞ぎ板16は、間仕切り構造体12の端部とコルゲートシート21との間隔を塞ぎつつ、当該間隔が離間自在となるようにしたばら物貯槽が開示されている(特許文献1の特許請求の範囲の請求項1、明細書の段落[0021]〜[0036]、図面の図1,図3等参照)。 For example, in Patent Document 1 proposed by the applicant of the present application, in a loose material storage tank for storing loose objects in a storage tank main body in which a peripheral wall 15 is connected in a cylindrical shape, the storage tank main body 11 has a corrugated sheet 21 in the circumferential direction. A partition structure 12 is provided, which is connected in the vertical direction to form a peripheral wall 15, is connected to the corrugated sheet 21 via a closing plate 16, and is extended so as to partition the storage tank main body 11 in a plan view. The closing plate 16 discloses a loose storage tank in which the distance between the end portion of the partition structure 12 and the corrugated sheet 21 is closed so that the distance can be freely separated (Claims of Patent Document 1). 1, Paragraphs [0021] to [0036] of the specification, FIGS. 1, 3 and the like in the drawing).

特許文献1に記載のばら物貯槽は、穀物、石炭、セメント骨材等のばら物を貯蔵することを目的としており、特に貯蔵物が米、小麦、トウモロコシ、大豆といった穀物などの軽量物だけを想定したものでは無かった。このため、使用しているコルゲートシートも2.7mm(3mm)以上の中板又は厚板の鋼板からなる波形鋼板であった。そのため、同形の波形鋼板を接合する部分で無理が生じ、調整のため、ボルト接合する部分に長孔を設けて調整しなければ円筒状の壁体に組み上げることができないという問題があった。 The loose material storage tank described in Patent Document 1 is intended to store loose materials such as grains, coal, and cement aggregates, and in particular, only lightweight materials such as grains such as rice, wheat, corn, and soybeans are stored. It wasn't what I expected. Therefore, the corrugated sheet used was also a corrugated steel plate made of a medium plate or a thick steel plate of 2.7 mm (3 mm) or more. Therefore, there is a problem that the portion where the corrugated steel plates of the same shape are joined is unreasonable, and it cannot be assembled into a cylindrical wall body unless the portion where the corrugated steel plates of the same shape are joined is adjusted by providing an elongated hole in the portion where the bolts are joined.

このようなばら物貯槽は、円筒状にするために、二枚の波形鋼板が円周方向に接合されるとともに、上下に連結するために、さらに一枚の波形鋼板が接合されている。このように三枚の波形鋼板の端部同士が重ね合されている接合部分には、略同形の物を組み合わせるため、どうしてもズレが生じ、一般的な丸孔のボルト孔では、孔同士の位置が合わず接合できなくなる。よって、このような波形鋼板は、板厚方向に貫通した長孔を介してボルトやリベットなどの連結部材で接合(連結)されることとなり、連結部材と長孔との間に板厚方向に貫通した隙間が生じるため、ばら物貯槽自体の気密性が確保できないという問題があった。 In such a loose storage tank, two corrugated steel plates are joined in the circumferential direction in order to make it cylindrical, and one corrugated steel plate is further joined in order to connect them vertically. In this way, the joints where the ends of the three corrugated steel sheets are overlapped with each other are combined with objects of substantially the same shape, so there is inevitable misalignment. Does not fit and cannot be joined. Therefore, such corrugated steel sheets are joined (connected) by connecting members such as bolts and rivets through elongated holes penetrating in the plate thickness direction, and are joined (connected) between the connecting member and the elongated holes in the plate thickness direction. There is a problem that the airtightness of the loose material storage tank itself cannot be ensured because a gap is formed through the tank.

このため、貯蔵物が穀物などの場合、湿気などの影響により、腐ったり品質が劣化したりするという問題が発生する。そのため、穀物用のサイロとして使用するばら物貯槽では、湿気対策として前述のようにボルト接合した上、波形鋼板同士を隅肉溶接等で溶接することが行われていた。しかし、鋼板同士を溶接するには、溶接の際に母材を貫通するおそれがあるため、2.7mm未満の薄鋼板では、湿気対策として溶接することはできないという問題が新たに発生する。よって、従来のばら物貯槽などに用いるサイロ用波形鋼板では、厚さ2.7mm未満の薄鋼板が用いられることは無かった。 For this reason, when the stored material is grains or the like, there arises a problem that the storage material is rotted or the quality is deteriorated due to the influence of humidity or the like. Therefore, in the loose material storage tank used as a silo for grains, as a measure against humidity, bolts are joined as described above, and corrugated steel plates are welded to each other by fillet welding or the like. However, in order to weld steel plates to each other, there is a risk of penetrating the base metal during welding, so a new problem arises in which thin steel plates of less than 2.7 mm cannot be welded as a measure against moisture. Therefore, thin steel sheets having a thickness of less than 2.7 mm have not been used in conventional corrugated steel sheets for silos used in bulk storage tanks and the like.

しかし、このような波形鋼板は、波形とすることで、強度や剛性を高くすることができるため、穀物などの軽量物を貯蔵するサイロの外殻として用いられる波形鋼板は、板厚を2.7mm以上とすることはオーバースペックとなっていた。このため、薄鋼板からなり気密性を確保できる波形鋼板が切望されていた。 However, since such a corrugated steel sheet can be made corrugated to increase its strength and rigidity, the corrugated steel sheet used as the outer shell of a silo for storing lightweight materials such as grains has a thickness of 2. It was over-engineered to make it 7 mm or more. Therefore, a corrugated steel sheet made of a thin steel sheet and capable of ensuring airtightness has been desired.

その他、特許文献2には、波形鋼板(波形板1)と波形鋼板との間にパッキング5,6,7を介装して気密性を保持したサイロが開示されている(特許文献2の実用新案登録請求の範囲の請求項1、明細書の第1頁第14行目〜第3頁第7行目、図面の第2図等参照)。 In addition, Patent Document 2 discloses a silo that maintains airtightness by interposing packings 5, 6 and 7 between the corrugated steel plate (corrugated plate 1) and the corrugated steel plate (utility of Patent Document 2). Refer to claim 1, the scope of the request for utility model registration, page 1, line 14 to line 7, line 7 of the specification, and FIG. 2 of the drawing).

しかし、特許文献2に記載のサイロは、パッキング5,6,7パッキンが介装されているものの、三枚の波形鋼板の端部同士が重ね合されている接合部分においては、長孔でなければ接合できず、隙間があって気密性を保てないという前記問題を解決することはできなかった。 However, although the silo described in Patent Document 2 is interspersed with packings 5, 6 and 7, the silo must have a long hole at the joint portion where the ends of the three corrugated steel plates are overlapped with each other. For example, it was not possible to solve the above-mentioned problem that the joint could not be performed and the airtightness could not be maintained due to the gap.

また、特許文献3には、波形鋼板であるコルゲートシートからなる屋根付コルゲート骨材ビンが開示されている(特許文献3の明細書の第1頁第17行目〜第6頁第2行目、図面の第1図、第3図等参照)。 Further, Patent Document 3 discloses a covered corrugated aggregate bin made of a corrugated steel plate corrugated sheet (Patent Document 3 specification, page 1, line 17 to page 6, line 2). , Refer to FIGS. 1 and 3 of the drawing).

しかし、特許文献3記載の屋根付コルゲート骨材ビンは、石炭、コークス、鉱石等の重量物を収納できるように設計されているものであり、薄鋼板を用いることや接合部分の前記問題点について何ら考慮されていなかった。 However, the covered corrugated aggregate bottle described in Patent Document 3 is designed to be able to store heavy objects such as coal, coke, ore, and has the above-mentioned problems of using a thin steel plate and a joint portion. No consideration was given.

また、サイロが組み立てられたとしても、組み上げたときの出来形の組立精度が悪い場合は、サイロの真円度や直径の精度が低くなり、ホッパーや屋根等の部材の取り付けに影響を与えるため、サイロとしての使用に支障が生じ得る。つまり、組立てられることを優先してボルト孔を長孔とした場合、長孔となっている分、ガタが大きくなり組み上げたサイロの真円度や直径の組立精度が低くなり、サイロとしての使用に支障が生じ得る。そのため、波板鋼板を組み上げた壁体の組立精度が高いこと、即ち、波板鋼板からサイロとして精度よく組み立てられることが求められていた。 Also, even if the silo is assembled, if the assembly accuracy of the finished product when assembled is poor, the accuracy of the roundness and diameter of the silo will be low, which will affect the attachment of members such as hoppers and roofs. , May interfere with its use as a silo. In other words, if the bolt holes are long holes with priority given to being assembled, the roundness and diameter of the assembled silo will be low due to the large backlash, and it will be used as a silo. May cause problems. Therefore, it has been required that the wall body in which the corrugated steel plate is assembled has high assembly accuracy, that is, it can be accurately assembled as a silo from the corrugated steel plate.

特開2004−270262号公報Japanese Unexamined Patent Publication No. 2004-270262 実開昭51−163632号公報Jikkai Sho 51-163632 実開昭55−178501号公報Jikkai Sho 55-178501

そこで、本発明は、前述した問題に鑑みて案出されたものであり、その目的とするところは、薄鋼板からなり気密性を確保することができ精度よく組み立てることができるサイロ用波形薄鋼板及びそれらが組み合わされたサイロを提供することにある。 Therefore, the present invention has been devised in view of the above-mentioned problems, and an object of the present invention is a corrugated thin steel plate for silos, which is made of a thin steel plate, can ensure airtightness, and can be assembled with high accuracy. And to provide silos in which they are combined.

第1発明に係るサイロ用波形薄鋼板は、貫通孔を有した波形鋼板から平面視円弧状の円筒曲面体に形成され、前記貫通孔に挿通されたボルトやリベットなどの接合部材で円周方向及び上下方向に接合され、端部が三枚以上重ね合された接合部分を有して円筒状又は半円筒状の壁体部分を備えたサイロを構築するためのサイロ用波形鋼板であって、前記貫通孔は、長さ調整のための遊びが無い丸孔であるとともに、板厚が2.7mm未満の薄鋼板からなることを特徴とする。 The corrugated thin steel plate for a silo according to the first invention is formed from a corrugated steel plate having a through hole into a cylindrical curved body having an arc shape in a plan view, and is a joining member such as a bolt or a rivet inserted through the through hole in the circumferential direction. A corrugated steel sheet for silos for constructing a silo having a joint portion which is joined in the vertical direction and has three or more overlapping ends and which has a cylindrical or semi-cylindrical wall portion. The through hole is a round hole having no play for adjusting the length, and is made of a thin steel plate having a plate thickness of less than 2.7 mm.

第2発明に係るサイロ用波形薄鋼板は、貫通孔を有した波形鋼板から平面視円弧状の円筒曲面体に形成され、前記貫通孔に挿通されたボルトやリベットなどの接合部材で円周方向及び上下方向に接合され、端部が三枚以上重ね合された接合部分を有して円筒状又は半円筒状の壁体部分を備えたサイロを構築するためのサイロ用波形鋼板であって、前記貫通孔は、四隅に形成された貫通孔を除き、長さ調整のための遊びが無い丸孔であるとともに、板厚が2.7mm未満の薄鋼板からなることを特徴とする。 The corrugated thin steel plate for silos according to the second invention is formed from a corrugated steel plate having a through hole into a cylindrical curved body having an arc shape in a plan view, and is a joining member such as a bolt or a rivet inserted through the through hole in the circumferential direction. A corrugated steel sheet for silos for constructing a silo having a joint portion which is joined in the vertical direction and has three or more overlapping ends and which has a cylindrical or semi-cylindrical wall portion. The through hole is a round hole having no play for adjusting the length except for the through holes formed at the four corners, and is made of a thin steel plate having a plate thickness of less than 2.7 mm.

第3発明に係るサイロ用波形薄鋼板は、第1発明又は第2発明において、前記接合部材は、ボルト及びナットであり、板厚が0.27mm以上1.20mm以内の場合、前記丸孔の直径は、前記ボルトの径に1mmを加えた値以上、前記ボルトの径に4mmを加えた値以下となっており、板厚が1.20mm超2.00mm以内の場合、前記丸孔の直径は、前記ボルトの径に2mmを加えた値以上、前記ボルトの径に6mmを加えた値以下となっており、板厚が2.00mm超2.70mm未満の場合、前記丸孔の直径は、前記ボルトの径に3mmを加えた値以上、前記ボルトの径に7mmを加えた値以下となっていることを特徴とする。 In the first invention or the second invention, the corrugated thin steel plate for silo according to the third invention has bolts and nuts as the joining members, and when the plate thickness is 0.27 mm or more and 1.20 mm or less, the round hole is formed. The diameter is equal to or greater than the value obtained by adding 1 mm to the diameter of the bolt and equal to or less than the value obtained by adding 4 mm to the diameter of the bolt. Is greater than or equal to the value obtained by adding 2 mm to the diameter of the bolt and less than or equal to the value obtained by adding 6 mm to the diameter of the bolt. It is characterized in that the value is equal to or more than the value obtained by adding 3 mm to the diameter of the bolt and equal to or less than the value obtained by adding 7 mm to the diameter of the bolt.

第4発明に係る穀物用サイロは、米、小麦、トウモロコシ、大豆などの穀物を貯蔵するための穀物用サイロであって、請求項1ないし3のいずれかに記載のサイロ用波形薄鋼板が、三枚以上重ね合された接合部分を有して円周方向及び上下方向に組み合わされて接合されていることを特徴とする。 The grain silo according to the fourth invention is a grain silo for storing grains such as rice, wheat, corn, and soybean, and the corrugated thin steel plate for silo according to any one of claims 1 to 3 is used. It is characterized in that it has three or more superposed joint portions and is combined and joined in the circumferential direction and the vertical direction.

第5発明に係る穀物用サイロは、第4発明において、前記三枚以上重ね合された接合部分が溶接されていないことを特徴とする。 The grain silo according to the fifth invention is characterized in that, in the fourth invention, the joint portions in which three or more of the silos are overlapped are not welded.

第1発明〜第5発明によれば、薄鋼板から構成することで、必要な強度や剛性を保持しつつ軽量化を達成できるとともに、安価に製造することができる。また、第1発明〜第5発明によれば、接合する貫通孔を長さ調整のための遊びが無い丸孔とすることでサイロとして気密性を保持することができる。その上、第1発明〜第5発明によれば、薄鋼板がたわみ易く、ねじれ易いことを利用して組立施工時のハンドリング性能を向上させることができ、精度よくサイロを組み立てることができる。 According to the first to fifth inventions, by forming the steel sheet from a thin steel plate, weight reduction can be achieved while maintaining the required strength and rigidity, and the product can be manufactured at low cost. Further, according to the first to fifth inventions, the airtightness can be maintained as a silo by forming the through hole to be joined into a round hole having no play for adjusting the length. Moreover, according to the first to fifth inventions, the handling performance at the time of assembly construction can be improved by utilizing the fact that the thin steel plate is easily bent and twisted, and the silo can be assembled with high accuracy.

特に、第3発明によれば、さらに精度よくサイロを組み立てることができ、サイロ組立の施工時間を削減することができる。 In particular, according to the third invention, the silo can be assembled more accurately, and the construction time for assembling the silo can be reduced.

特に、第5発明によれば、接合部分が溶接されていないので、その分、穀物用サイロを短時間で安価に製造することができる。 In particular, according to the fifth invention, since the joint portion is not welded, the grain silo can be manufactured at low cost in a short time by that amount.

図1は、本実施形態に係る穀物用サイロを示す図であり、図1(a)が、本実施形態に係る穀物用サイロの立面図であり、図1(b)が、その水平断面図である。FIG. 1 is a diagram showing a grain silo according to the present embodiment, FIG. 1 (a) is an elevational view of the grain silo according to the present embodiment, and FIG. 1 (b) is a horizontal cross section thereof. It is a figure. 図2は、同上の穀物用サイロの壁体の展開図である。FIG. 2 is a development view of the wall body of the grain silo of the same as above. 図3は、本発明の第1実施形態に係るサイロ用波形薄鋼板を示す図であり、図3(a)が、サイロ用波形薄鋼板の正面図、図3(b)が、その平面図、図3(c)が、四隅の貫通孔付近を示すA部拡大正面図である。3A and 3B are views showing a corrugated thin steel plate for a silo according to the first embodiment of the present invention. FIG. 3A is a front view of the corrugated thin steel plate for a silo, and FIG. 3B is a plan view thereof. 3 (c) is an enlarged front view of part A showing the vicinity of the through holes at the four corners. 図4は、サイロ用波形薄鋼板の右側面図である。FIG. 4 is a right side view of a corrugated thin steel plate for silos. 図5は、サイロ用波形薄鋼板同士をボルト接合する接合部分を示す鉛直断面図であり、図5(a)が、一般部の上下方向の接合部分を示す鉛直断面図であり、図5(b)が、円周方向の接合部分と上下方向の接合部分が重なる端部が三枚以上重ね合された接合部分を示す鉛直断面図である。FIG. 5 is a vertical cross-sectional view showing a joint portion for bolt-joining corrugated thin steel plates for silos, and FIG. 5 (a) is a vertical cross-sectional view showing a joint portion in the vertical direction of a general portion. b) is a vertical cross-sectional view showing a joint portion in which three or more end portions where the joint portion in the circumferential direction and the joint portion in the vertical direction overlap are overlapped. 図6は、本発明の第2実施形態に係るサイロ用波形薄鋼板を示す図であり、図6(a)が、サイロ用波形薄鋼板の正面図、図6(b)が、その平面図、図6(c)が、四隅の貫通孔付近を示すB部拡大正面図である。6A and 6B are views showing a corrugated thin steel plate for a silo according to a second embodiment of the present invention. FIG. 6A is a front view of the corrugated thin steel plate for a silo, and FIG. 6B is a plan view thereof. 6 (c) is an enlarged front view of a portion B showing the vicinity of the through holes at the four corners.

以下、本発明の実施形態に係るサイロ用波形薄鋼板及び穀物用サイロについて、図面を参照しながら詳細に説明する。 Hereinafter, the corrugated thin steel plate for silos and the silo for grains according to the embodiment of the present invention will be described in detail with reference to the drawings.

<穀物用サイロ>
先ず、図1,図2を用いて、本発明の実施形態に係る穀物用サイロについて説明する。図1は、本実施形態に係る穀物用サイロ10を示す図であり、図1(a)が、本実施形態に係る穀物用サイロ10の立面図であり、図1(b)が、その水平断面図である。また、図2は、図1で示す穀物用サイロ10の壁体11の展開図である。
<Cereal silo>
First, the grain silo according to the embodiment of the present invention will be described with reference to FIGS. 1 and 2. FIG. 1 is a diagram showing a grain silo 10 according to the present embodiment, FIG. 1 (a) is an elevational view of the grain silo 10 according to the present embodiment, and FIG. 1 (b) is an elevational view thereof. It is a horizontal sectional view. Further, FIG. 2 is a developed view of the wall body 11 of the grain silo 10 shown in FIG.

穀物用サイロ10は、米、小麦、トウモロコシ、大豆といった穀物などの軽量物を貯蔵することを目的とした穀物用(軽量物用)のサイロであり、本実施形態では、200tサイズを例示して説明する。なお、軽量物とは、かさ比重が、米、小麦、トウモロコシ、大豆のように1.0t/m以下となるような、砂や普通土、砂利など、と比べて軽い(小さい)物を指している。 The grain silo 10 is a grain silo (for lightweight items) for the purpose of storing lightweight items such as grains such as rice, wheat, corn, and soybean, and in the present embodiment, a 200t size is exemplified. explain. Lightweight materials are lighter (smaller) than sand, ordinary soil, gravel, etc., which have a bulk specific gravity of 1.0 t / m 3 or less, such as rice, wheat, corn, and soybeans. pointing.

図1(a)に示すように、穀物用サイロ10は、後述のサイロ用波形薄鋼板1が、円周方向及び上下方向に組み合わされて接合された円筒状の壁体11と、その壁体11の上方に架設された屋根12など、から構成されている。また、図1(b)に示す▽の位置に、図示しないH形鋼などからなる補強柱が所定のピッチ(図示形態では1500mmピッチ)で設置されている。 As shown in FIG. 1A, the grain silo 10 is a cylindrical wall body 11 in which a corrugated thin steel plate 1 for a silo, which will be described later, is combined and joined in the circumferential direction and the vertical direction, and the wall body thereof. It is composed of a roof 12 erected above the eleven and the like. Further, at the position of ▽ shown in FIG. 1 (b), reinforcing columns made of H-shaped steel or the like (not shown) are installed at a predetermined pitch (1500 mm pitch in the illustrated form).

(壁体)
図1(b)に示すように、この壁体11は、サイロ用波形薄鋼板1が円周方向に端部を100mmずつ重ね合わせて9枚連結され、外径の直径がD1(図示形態では、8,594mm)となった円筒状の壁体である。勿論、壁体11は、直線部を有する平面視長孔形状の壁体となっていてもよい。要するに、本発明に係る穀物用サイロ10は、サイロ用波形薄鋼板1が円周方向に接合された枚数や途中に直線状の波形鋼板が挿置されているかに関係なく、壁体部分に半円筒状の部分が有ればよい。
(Wall body)
As shown in FIG. 1 (b), in the wall body 11, nine corrugated thin steel plates 1 for silos are connected by overlapping the ends by 100 mm in the circumferential direction, and the outer diameter is D1 (in the illustrated embodiment). , 8,594 mm), which is a cylindrical wall body. Of course, the wall body 11 may be a wall body having a long hole shape in a plan view having a straight line portion. In short, the grain silo 10 according to the present invention is half-walled regardless of the number of silo corrugated thin steel plates 1 joined in the circumferential direction or whether a linear corrugated steel plate is inserted in the middle. It suffices if there is a cylindrical part.

この壁体11は、図2に示すように、サイロ用波形薄鋼板1が上下方向に段部を19mmずつ重ね合されて8段積みに組み合わされており、サイロ用波形薄鋼板1同士の接合部分が上下で互い違いとなって応力が集中しないように馬目地状に接合されている。なお、図2に示す△も、図1の▽と同様に、補強柱の設置を示しいている。 As shown in FIG. 2, the wall body 11 is formed by stacking corrugated thin steel plates 1 for silos by 19 mm in each step in the vertical direction and combining them in an eight-tiered manner, and joins the corrugated thin steel plates 1 for silos to each other. The parts are joined in a silo shape so that the upper and lower parts are staggered and stress is not concentrated. In addition, Δ shown in FIG. 2 also indicates the installation of the reinforcing column, as in the case of ▽ in FIG.

また、図2に示すように、壁体11は、穀物等の内容物の積み高さに応じて高くなる内圧に対向するためにサイロ用波形薄鋼板1が下段に行くに従って段階的に厚くなるように構成されている。具体的には、下2段のサイロ用波形薄鋼板1の板厚t=1.2mm、その上の中3段の板厚t=1.0mm、その上の上3段の板厚t=0.8mmとなっている。勿論、サイロ用波形薄鋼板1の板厚は、穀物用サイロ10の規模(何tサイズ)、直径D1の大きさ、何段積みか等に応じて適宜選定すればよいことは云うまでもない。 Further, as shown in FIG. 2, the wall body 11 gradually becomes thicker as the corrugated thin steel plate 1 for silo goes to the lower stage in order to oppose the internal pressure that increases according to the stacking height of the contents such as grains. It is configured as follows. Specifically, the plate thickness t = 1.2 mm of the corrugated thin steel plate 1 for silos in the lower two stages, the plate thickness t = 1.0 mm in the middle three stages above it, and the plate thickness t = in the upper three stages above it. It is 0.8 mm. Needless to say, the thickness of the corrugated thin steel plate 1 for silos may be appropriately selected according to the scale (t size) of the silo 10 for grains, the size of the diameter D1, the number of stacks, and the like. ..

(屋根)
屋根12は、平面視で中央に円形の開口12aが形成された円錐台状の屋根であり、図1に示すように、屋根勾配θ1(実施形態では、θ1=30°)の傾斜の付いた屋根である。
(roof)
The roof 12 is a truncated cone-shaped roof having a circular opening 12a formed in the center in a plan view, and has a roof slope θ1 (in the embodiment, θ1 = 30 °) as shown in FIG. It is a roof.

<サイロ用波形薄鋼板>
[第1実施形態]
次に、図3,図4を用いて、本発明の第1実施形態に係るサイロ用波形薄鋼板1について説明する。図3は、本発明の第1実施形態に係るサイロ用波形薄鋼板1を示す図であり、図3(a)が、サイロ用波形薄鋼板1を壁体11の内側から見た正面図、図3(b)が、その平面図、図3(c)が、四隅の貫通孔付近を示すA部拡大正面図である。また、図4は、サイロ用波形薄鋼板1の右側面図である。
<Corrugated thin steel plate for silos>
[First Embodiment]
Next, the corrugated thin steel plate 1 for silos according to the first embodiment of the present invention will be described with reference to FIGS. 3 and 4. FIG. 3 is a view showing the corrugated thin steel plate 1 for a silo according to the first embodiment of the present invention, and FIG. 3A is a front view of the corrugated thin steel plate 1 for a silo seen from the inside of the wall body 11. FIG. 3B is a plan view thereof, and FIG. 3C is an enlarged front view of part A showing the vicinity of the through holes at the four corners. Further, FIG. 4 is a right side view of the corrugated thin steel plate 1 for silo.

サイロ用波形薄鋼板1は、剛性を上げるため波形に形成された波形鋼板からなり、平面視円弧状の円筒曲面体に形成された前述の穀物用サイロ10の壁体11を構成するための穀物用サイロ用の鋼板である。このサイロ用波形薄鋼板1は、2.7mm未満の薄板(薄鋼板)からなる波形薄鋼板である。また、サイロ用波形薄鋼板1の鋼材の種類は、一般的な鋼板の種類でよく、例えば、熱間圧延鋼材(SPH),熱間圧延鋼板(SPHC),冷間圧延鋼板(SPCC),電気亜鉛めっき鋼鈑(SECC),溶融亜鉛めっき鋼鈑(SGCC),電気めっき鋼鈑(SPTE),溶融亜鉛−アルミニウム−マグネシウム合金めっき鋼板(SGMC,SGMH)など、が挙げられる。 The corrugated thin steel plate 1 for a silo is made of a corrugated steel plate formed in a corrugated manner in order to increase rigidity, and is a grain for forming a wall body 11 of the above-mentioned grain silo 10 formed in a cylindrical curved body having an arc shape in a plan view. It is a steel plate for a silo. The corrugated thin steel plate 1 for silos is a corrugated thin steel plate made of a thin plate (thin steel plate) of less than 2.7 mm. The type of steel material of the corrugated thin steel sheet 1 for silo may be a general type of steel sheet, for example, hot-rolled steel sheet (SPH), hot-rolled steel sheet (SPHC), cold-rolled steel sheet (SPCC), electricity. Examples thereof include zinc-plated steel sheet (SECC), hot-dip galvanized steel sheet (SGCC), electroplated steel sheet (SPTE), hot-dip zinc-aluminum-magnesium alloy-plated steel sheet (SGMC, SGMH), and the like.

サイロ用波形薄鋼板1は、図3(a)に示すように、壁体11の内側から見た正面視で矩形状の鋼板であり、図3(b)に示すように、平面視で円弧状となった円筒体の一部を構成する円筒曲面体の形状に形成されている。図示形態では、サイロ用波形薄鋼板1は、幅W1(図示形態では、W1=3100mm)×高さH1(図示形態では、H1=1058mm)の矩形状となっている。なお、円弧の曲率半径R=D1/2である。 As shown in FIG. 3A, the corrugated thin steel plate 1 for a silo is a steel plate having a rectangular shape when viewed from the inside of the wall body 11, and as shown in FIG. 3B, it is a circle in a plan view. It is formed in the shape of a cylindrical curved surface that forms part of an arc-shaped cylindrical body. In the illustrated form, the corrugated thin steel plate 1 for a silo has a rectangular shape having a width W1 (W1 = 3100 mm in the illustrated form) × a height H1 (H1 = 1058 mm in the illustrated form). The radius of curvature of the arc is R = D1 / 2.

そして、図3(a)に示すように、このサイロ用波形薄鋼板1には、サイロ用波形薄鋼板1同士を接合するためのボルト孔として複数の貫通孔2が穿設されている。本実施形態に係るサイロ用波形薄鋼板1では、図3(c)に示すように、これらの貫通孔2は、全て後述のボルトの呼び径より僅かに大きな直径からなる長さ調整のための遊びが無い丸孔となっている。なお、「長さ調整のための遊びが無い」とは、具体的な数値を含めて、試験結果を踏まえて後で詳述する。 Then, as shown in FIG. 3A, a plurality of through holes 2 are formed in the silo corrugated thin steel plate 1 as bolt holes for joining the silo corrugated thin steel plates 1 to each other. In the corrugated thin steel sheet 1 for silos according to the present embodiment, as shown in FIG. 3C, all of these through holes 2 are for adjusting the length having a diameter slightly larger than the nominal diameter of the bolt described later. It is a round hole with no play. The phrase "there is no play for adjusting the length" will be described in detail later based on the test results, including specific numerical values.

図3(a)に示すように、貫通孔2は、円周方向に接合するための丸孔として、サイロ用波形薄鋼板1の左右の各端部の山部1aと谷部1bに、それぞれ1列ずつ計2列設けられている。また、貫通孔2は、上下方向に接合するための丸孔として、サイロ用波形薄鋼板1の上下の各端部の山部1aに、1列ずつ設けられている。 As shown in FIG. 3A, the through holes 2 are round holes for joining in the circumferential direction in the peaks 1a and valleys 1b at the left and right ends of the corrugated thin steel plate 1 for silos, respectively. A total of two rows are provided, one row at a time. Further, the through holes 2 are provided as round holes for joining in the vertical direction in a row at the mountain portions 1a at the upper and lower ends of the corrugated thin steel plate 1 for silos.

なお、サイロ用波形薄鋼板1の幅方向の中ほどに間隔をおいて2列縦方向に並んだ丸孔は、前述の補強柱と接合するためのボルト孔である。この補強柱と接合するためのボルト孔は、必須ではなく、補強柱がある場合でも設けなくてもよい。逆に、下段に作用する水平力に対抗するため設けた補剛材と接合するためのボルト孔を設けてもよい。 The round holes arranged in two rows in the vertical direction at intervals in the middle of the width direction of the corrugated thin steel plate 1 for silo are bolt holes for joining with the above-mentioned reinforcing columns. Bolt holes for joining with the reinforcing columns are not essential and may or may not be provided with the reinforcing columns. On the contrary, a bolt hole for joining with the stiffener provided to counter the horizontal force acting on the lower stage may be provided.

図4に示すように、サイロ用波形薄鋼板1の波形形状は、上下方向に沿って所定のピッチP1で山部1aと谷部1bが繰り返される所定深さの縦波の波形となっている。図示形態では、ピッチP1=68mmとなった高さH1内に山部1aが16山表れるも波の深さD3=13mmとなったものを例示している。なお、山部1a、谷部1bとは、壁体11の内側から見た状態のことを指している。 As shown in FIG. 4, the waveform shape of the silo corrugated thin steel plate 1 is a longitudinal wave waveform having a predetermined depth in which peaks 1a and valleys 1b are repeated at a predetermined pitch P1 along the vertical direction. .. In the illustrated form, 16 peaks 1a appear in the height H1 where the pitch P1 = 68 mm, but the wave depth D3 = 13 mm is illustrated. The mountain portion 1a and the valley portion 1b refer to a state seen from the inside of the wall body 11.

<接合部分>
次に、図5を用いて、サイロ用波形薄鋼板1同士の接合部分について説明する。図5は、サイロ用波形薄鋼板1同士をボルト接合する接合部分を示す鉛直断面図であり、図5(a)が、一般部の上下方向の接合部分を示す鉛直断面図であり、図5(b)が、円周方向の接合部分と上下方向の接合部分が重なる端部が三枚以上重ね合された接合部分を示す鉛直断面図である。
<Joined part>
Next, the joint portion between the corrugated thin steel plates 1 for silos will be described with reference to FIG. FIG. 5 is a vertical cross-sectional view showing a joint portion for bolting the corrugated thin steel plates 1 for silo to each other, and FIG. 5 (a) is a vertical cross-sectional view showing the joint portion in the vertical direction of the general portion. (B) is a vertical cross-sectional view showing a joint portion in which three or more end portions where the joint portion in the circumferential direction and the joint portion in the vertical direction overlap are overlapped.

図5(a)に示すように、サイロ用波形薄鋼板1同士をボルト接合する一般部の上下方向の接合部分は、端部を所定距離H2(図示形態では、H2=19mm)だけ重ね合わせて山部1aに設けられた貫通孔2でボルト接合されている。つまり、図5(a)に示すように、波板用の山用ボルト3が、ボルト頭3aを外側として頭側ワッシャ4とナット側ワッシャ5を介して、ナット6で壁体11の内側から内締めされている。なお、このとき、ゴム材等の弾性体からなるボルト用パッキングを介装してボルト接合してもよい。 As shown in FIG. 5A, the vertical joints of the general portion for bolt-joining the corrugated thin steel plates 1 for silos have their ends overlapped by a predetermined distance H2 (H2 = 19 mm in the illustrated embodiment). It is bolted through the through hole 2 provided in the mountain portion 1a. That is, as shown in FIG. 5A, the mountain bolt 3 for the corrugated plate is inserted from the inside of the wall body 11 with the nut 6 via the head side washer 4 and the nut side washer 5 with the bolt head 3a as the outside. It is internally tightened. At this time, bolts may be joined by interposing a bolt packing made of an elastic body such as a rubber material.

また、図示しないが、サイロ用波形薄鋼板1同士をボルト接合する円周方向の接合部分も、同様にボルト接合されている。但し、円周方向の接合部分の貫通孔2は、前述のように、2列設けられており、谷部1bでも接合される。谷部1bで接合される場合は、図5(a)に示した場合と相違して、波板用の谷用ボルトが、ボルト頭を内側として頭側ワッシャとナット側ワッシャを介してナットで壁体11の外側から外締めされる。いずれか一方に応力が集中することを防ぐためである。 Further, although not shown, the joint portion in the circumferential direction in which the corrugated thin steel plates for silos 1 are bolted to each other is also bolted in the same manner. However, as described above, the through holes 2 of the joint portion in the circumferential direction are provided in two rows, and the valley portion 1b is also joined. When joining at the valley portion 1b, unlike the case shown in FIG. 5 (a), the valley bolt for the corrugated plate is provided with a nut via a head side washer and a nut side washer with the bolt head inside. It is externally tightened from the outside of the wall body 11. This is to prevent stress from concentrating on either one.

そして、図5(b)に示すように、サイロ用波形薄鋼板1同士をボルト接合する部分において、円周方向の接合部分と上下方向の接合部分が重なる接合部は、サイロ用波形薄鋼板1の端部が三枚以上重ね合されて接合されることとなる。 Then, as shown in FIG. 5B, in the portion where the silo corrugated thin steel plates 1 are bolted to each other, the joint portion where the circumferential joint portion and the vertical joint portion overlap is the silo corrugated thin steel plate 1. Three or more ends of the steel will be overlapped and joined.

このため、板厚が3mm以上の中板鋼板からなる従来のサイロ用波形鋼板では、剛性の高い略同形の中板鋼板同士を組み合わせるため、どうしてもズレが生じ、一般的な丸孔のボルト孔では、孔同士の位置が合わず接合できなくなっていた。 For this reason, in the conventional corrugated steel sheet for silos made of a medium-sized steel plate having a plate thickness of 3 mm or more, since the medium-sized steel plates having substantially the same shape with high rigidity are combined with each other, a deviation is inevitable, and a general round hole bolt hole is used. , The positions of the holes did not match and it was not possible to join.

しかし、本実施形態に係るサイロ用波形薄鋼板1は、前述のように、2.7mm未満の薄板(薄鋼板)からなり、しかも、従来の波形鋼板であるコルゲートシートの波形より波の深さが浅い、波の深さD3=13mmとなっている。このため、サイロ用波形薄鋼板1は、従来のコルゲートシートより、たわみ易く、ねじれ易くなっており、組立施工時のハンドリング性能が格段に向上している。そのため、ボルト孔を丸孔としても組み付けることが可能となり、鋼板を貫通した隙間がなくなり、穀物用サイロ10として気密性を保持することができる。 However, as described above, the corrugated thin steel plate 1 for silos according to the present embodiment is made of a thin plate (thin steel plate) having a thickness of less than 2.7 mm, and has a wave depth higher than that of a corrugated sheet which is a conventional corrugated steel plate. Is shallow, and the wave depth is D3 = 13 mm. For this reason, the corrugated thin steel sheet 1 for silos is more easily bent and twisted than the conventional corrugated sheet, and the handling performance at the time of assembly construction is remarkably improved. Therefore, the bolt holes can be assembled as round holes, the gaps penetrating the steel plate are eliminated, and the airtightness can be maintained as the grain silo 10.

要するに、図5(a)及び図5(b)に示したサイロ用波形薄鋼板1同士の接合部分では、溶接して気密性を保持するようなことは必要無い。このため、三枚以上重ね合された接合部分をはじめサイロ用波形薄鋼板1同士の接合部分は、いずれの箇所も溶接されていない。 In short, it is not necessary to weld the joint portions of the corrugated thin steel plates 1 for silos shown in FIGS. 5 (a) and 5 (b) to maintain airtightness. For this reason, none of the joint portions of the corrugated thin steel plates for silos 1 are welded together, including the joint portion in which three or more sheets are overlapped.

なお、後述の組立試験の結果から、2.7mm未満の薄板(薄鋼板)からなる波形鋼板とすることにより、たわみ易く、ねじれ易くなっているため、長孔や遊びのある丸孔とすることにより、逆にサイロを組み立てることが困難になることが判明した。よって、本実施形態に係るサイロ用波形薄鋼板1の貫通孔2は、長さ調整のための遊びが無い丸孔となっている。このため、サイロ用波形薄鋼板1によれば、穀物用サイロ10を精度よく組み立てることができる。 From the results of the assembly test described later, by using a corrugated steel plate made of a thin plate (thin steel plate) of less than 2.7 mm, it is easy to bend and twist, so it should be a long hole or a round hole with play. On the contrary, it turned out that it became difficult to assemble the silo. Therefore, the through hole 2 of the corrugated thin steel plate 1 for silo according to the present embodiment is a round hole with no play for adjusting the length. Therefore, according to the corrugated thin steel plate 1 for silos, the silo 10 for grains can be assembled with high accuracy.

また、サイロ用波形薄鋼板1同士をボルト接合する場合を例示して説明したが、サイロ用波形薄鋼板1同士は、リベットなどの他の接合部材で接合されていても構わない。ここで、接合部材とは、ボルトやリベットなどの機械的に乾式接合する部材を指している。 Further, although the case where the corrugated thin steel plates 1 for silos are bolted to each other has been described as an example, the corrugated thin steel plates 1 for silos may be joined by other joining members such as rivets. Here, the joining member refers to a member such as a bolt or a rivet that is mechanically dry-joined.

以上説明した第1実施形態に係るサイロ用波形薄鋼板1及びそれらが組み合わされた穀物用サイロ10によれば、必要な強度や剛性を保持しつつ軽量化を達成できるとともに、安価に製造することができる。また、サイロ用波形薄鋼板1及び穀物用サイロ10によれば、穀物用サイロ10として必要な気密性を保持することができる。その上、サイロ用波形薄鋼板1及び穀物用サイロ10によれば、組立施工時のハンドリング性能を向上させることができ、精度よく短時間で穀物用サイロ10を組み立てることができる。 According to the corrugated thin steel sheet 1 for silos and the silo 10 for grains in which they are combined according to the first embodiment described above, weight reduction can be achieved while maintaining the required strength and rigidity, and the silo can be manufactured at low cost. Can be done. Further, according to the corrugated thin steel plate 1 for silos and the silo 10 for grains, the airtightness required for the silo 10 for grains can be maintained. Further, according to the corrugated thin steel plate 1 for silo and the silo 10 for grain, the handling performance at the time of assembly construction can be improved, and the silo 10 for grain can be assembled accurately and in a short time.

[第2実施形態]
次に、図6を用いて、本発明の第2実施形態に係るサイロ用波形薄鋼板1’について説明する。本発明の第2実施形態に係るサイロ用波形薄鋼板1’が前述の第1実施形態に係るサイロ用波形薄鋼板1と相違する点は、四隅に設けられた貫通孔2’が長孔となっている点だけである。よって、その点について主に説明し、同一構成は同一符号を付し説明を省略する。
[Second Embodiment]
Next, the corrugated thin steel sheet 1'for silos according to the second embodiment of the present invention will be described with reference to FIG. The difference between the silo corrugated thin steel plate 1 according to the second embodiment of the present invention and the silo corrugated thin steel plate 1 according to the first embodiment is that the through holes 2'provided at the four corners are elongated holes. It's just the point. Therefore, this point will be mainly described, and the same configurations are designated by the same reference numerals and the description thereof will be omitted.

図6は、本発明の第2実施形態に係るサイロ用波形薄鋼板1’を示す図であり、図6(a)が、サイロ用波形薄鋼板1’の正面図、図6(b)が、その平面図、図6(c)が、四隅の貫通孔2’付近を示すB部拡大正面図である。図6に示すように、サイロ用波形薄鋼板1’は、四隅に設けられた貫通孔2’が長孔となっている。また、その他の構成は、前述のサイロ用波形薄鋼板1と同じとなっている。 6A and 6B are views showing a corrugated thin steel sheet 1'for a silo according to a second embodiment of the present invention, FIG. 6A is a front view of the corrugated thin steel sheet 1'for a silo, and FIG. 6B is a front view. , The plan view, FIG. 6 (c) is an enlarged front view of part B showing the vicinity of the through holes 2'at the four corners. As shown in FIG. 6, the corrugated thin steel sheet 1'for silos has elongated holes 2'provided at the four corners. In addition, other configurations are the same as those of the corrugated thin steel plate 1 for silos described above.

このため、第2実施形態に係るサイロ用波形薄鋼板1’によれば、端部が三枚以上重ね合されて接合される接合部分においても、組立不能の事態を回避することができる。一方、長孔とすることにより長孔とボルトとの間に鋼板を貫通した隙間ができるおそれがある。しかし、四隅に設けられた貫通孔2’だけであれば、大きめのボルト用パッキングを使用したり、隙間にシールを施したりして別途防湿対策を施して気密性を確保することができる。 Therefore, according to the corrugated thin steel sheet 1'for silos according to the second embodiment, it is possible to avoid a situation in which assembly is not possible even in a joint portion where three or more end portions are overlapped and joined. On the other hand, by making the holes long, there is a possibility that a gap penetrating the steel plate is formed between the long holes and the bolts. However, if only the through holes 2'provided at the four corners are used, it is possible to secure airtightness by using a large bolt packing or by applying a seal to the gap to take a separate moisture-proof measure.

以上、本発明の第1実施形態及び第2実施形態に係るサイロ用波形薄鋼板1,1’及びこれらを組み合わせた穀物用サイロ10について詳細に説明したが、前述した又は図示した実施形態は、いずれも本発明を実施するにあたって具体化した一実施形態を示したものに過ぎない。よって、これらによって本発明の技術的範囲が限定的に解釈されてはならないものである。 The corrugated thin steel sheets 1, 1'for silos and the grain silo 10 in combination thereof according to the first and second embodiments of the present invention have been described in detail above, but the above-described or illustrated embodiment has been described in detail. All of them merely show one embodiment embodied in carrying out the present invention. Therefore, the technical scope of the present invention should not be construed in a limited manner by these.

<組立試験>
次に、本発明に係るサイロ用波形薄鋼板において、板厚tと丸孔の径の関係を解明するために行った組立試験について説明する。組立試験は、一般的に入手可能な鋼板としてJIS G 3470コルゲートセクションの2形の波形状において、鋼板の板厚を段階的に変更してサイロの壁体を実際に組み立て、組み立てられるか否か、組立精度が低いか高いか等の観点で考察した。
<Assembly test>
Next, in the corrugated thin steel sheet for silos according to the present invention, an assembly test conducted to clarify the relationship between the plate thickness t and the diameter of the round hole will be described. In the assembly test, whether or not the wall body of the silo can be actually assembled and assembled by gradually changing the thickness of the steel plate in the 2-shaped corrugated shape of the JIS G 3470 corrugated section as a generally available steel plate. , Considered from the viewpoint of whether the assembly accuracy is low or high.

また、組立試験は、M10ボルトとM16ボルトの2種類のボルトで行った。表1がM10の場合、表2がM16の場合の結果である。また、表3は、2つの試験の結果をまとめたものである。表において、×:組めない、〇:組める+組立精度高い、△:組める+組立精度低い、××:組めるが組立精度が低く出来形として不出来との判断である。 The assembly test was performed with two types of bolts, M10 bolt and M16 bolt. The results are the results when Table 1 is M10 and Table 2 is M16. Table 3 summarizes the results of the two tests. In the table, ×: cannot be assembled, 〇: can be assembled + high assembly accuracy, Δ: can be assembled + low assembly accuracy, XX: can be assembled but the assembly accuracy is low, and it is judged that the finished product is unsuccessful.

Figure 2021139216
Figure 2021139216

表1から明らかなように、M10ボルトを使用する場合は、板厚tが0.27mm以上1.20mm以内の範囲内では、呼び径と同じ丸孔の径が10mmの場合、組み立てることができなかった。しかし、丸孔の径が11mm〜14mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が15mm〜19mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が20mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 As is clear from Table 1, when using M10 bolts, it can be assembled if the plate thickness t is within the range of 0.27 mm or more and 1.20 mm or less and the diameter of the round hole, which is the same as the nominal diameter, is 10 mm. There wasn't. However, when the diameter of the round hole is 11 mm to 14 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 15 mm to 19 mm, it can be assembled, but the assembly accuracy is low. When the diameter of the round hole is 20 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

また、板厚tが1.20mm超2.00mm以内の範囲内では、丸孔の径が10mm〜11mmの場合、組み立てることができなかった。しかし、丸孔の径が12mm〜16mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が17mm〜19mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が20mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 Further, when the plate thickness t was in the range of more than 1.20 mm and within 2.00 mm, when the diameter of the round hole was 10 mm to 11 mm, it could not be assembled. However, when the diameter of the round hole is 12 mm to 16 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 17 mm to 19 mm, it can be assembled, but the assembly accuracy is low. When the diameter of the round hole is 20 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

そして、板厚tが2.00mm超2.70mm未満の範囲内では、丸孔の径が10mm〜12mmの場合、組み立てることができなかった。しかし、丸孔の径が13mm〜17mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が18mm〜19mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が20mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 When the plate thickness t was more than 2.00 mm and less than 2.70 mm, and the diameter of the round hole was 10 mm to 12 mm, it could not be assembled. However, when the diameter of the round hole is 13 mm to 17 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 18 mm to 19 mm, it can be assembled, but the assembly accuracy is low. When the diameter of the round hole is 20 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

Figure 2021139216
Figure 2021139216

表2から明らかなように、M16ボルトを使用する場合は、板厚tが0.27mm以上1.20mm以内の範囲内では、呼び径と同じ丸孔の径が16mmの場合、組み立てることができなかった。しかし、丸孔の径が17mm〜20mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が21mm〜25mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が26mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 As is clear from Table 2, when using M16 bolts, it can be assembled if the plate thickness t is within the range of 0.27 mm or more and 1.20 mm or less and the diameter of the round hole, which is the same as the nominal diameter, is 16 mm. There wasn't. However, when the diameter of the round hole is 17 mm to 20 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 21 mm to 25 mm, it can be assembled, but the assembly accuracy is low. If the diameter of the round hole is 26 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

また、板厚tが1.20mm超2.00mm以内の範囲内では、丸孔の径が16mm〜17mmの場合、組み立てることができなかった。しかし、丸孔の径が18mm〜22mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が23mm〜25mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が26mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 Further, when the plate thickness t was in the range of more than 1.20 mm and within 2.00 mm, when the diameter of the round hole was 16 mm to 17 mm, it could not be assembled. However, when the diameter of the round hole is 18 mm to 22 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 23 mm to 25 mm, it can be assembled, but the assembly accuracy is low. If the diameter of the round hole is 26 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

そして、板厚tが2.00mm超2.70mm未満の範囲内では、丸孔の径が16mm〜18mmの場合、組み立てることができなかった。しかし、丸孔の径が19mm〜23mmの場合、組み立てることができ、且つ、組立精度も良好であった。そして、丸孔の径が24mm〜25mmの場合、組み立てることができるが、組立精度は低かった。なお、丸孔の径が26mm以上の場合、組み立てることはできるが、組立精度が極めて低く出来形として不出来との判断となった。 When the plate thickness t was more than 2.00 mm and less than 2.70 mm, and the diameter of the round hole was 16 mm to 18 mm, it could not be assembled. However, when the diameter of the round hole is 19 mm to 23 mm, it can be assembled and the assembly accuracy is good. When the diameter of the round hole is 24 mm to 25 mm, it can be assembled, but the assembly accuracy is low. If the diameter of the round hole is 26 mm or more, it can be assembled, but the assembly accuracy is extremely low, and it is judged that the finished product is unsuccessful.

組立試験は、JIS G 3470コルゲートセクションの1形の波形状においても行ったが、2形の波形状と同様の結果となった。このことから波形薄鋼板を用いた場合、波形状の違いよりも板厚が組立精度に影響するとの判断となった。 The assembly test was also performed on the 1-type wave shape of the JIS G 3470 corrugated section, but the results were similar to the 2-type wave shape. From this, it was judged that when the corrugated thin steel plate was used, the plate thickness had more influence on the assembly accuracy than the difference in wave shape.

Figure 2021139216
Figure 2021139216

これらをまとめると、組立試験では、板厚tが0.27mm以上1.20mm以内の場合、丸孔の直径が、ボルト径に1mmを加えた値以上、ボルト径に4mmを加えた値以下となったとき。また、板厚tが1.20mm超2.00mm以内の場合、丸孔の直径が、ボルト径に2mmを加えた値以上、ボルト径に6mmを加えた値以下となっているとき。そして、板厚tが2.00mm超2.70mm未満の場合、丸孔の直径が、ボルト径に3mmを加えた値以上、ボルト径に7mmを加えた値以下となっていると、波形薄鋼板から円筒状の壁体を容易に組み立てることができ、且つ、組立精度も良好と結論付けることができる。 To summarize these, in the assembly test, when the plate thickness t is 0.27 mm or more and 1.20 mm or less, the diameter of the round hole is equal to or more than the value obtained by adding 1 mm to the bolt diameter and less than or equal to the value obtained by adding 4 mm to the bolt diameter. When it becomes. When the plate thickness t is more than 1.20 mm and less than 2.00 mm, the diameter of the round hole is equal to or more than the value obtained by adding 2 mm to the bolt diameter and not more than the value obtained by adding 6 mm to the bolt diameter. When the plate thickness t is more than 2.00 mm and less than 2.70 mm, the waveform is thin when the diameter of the round hole is equal to or more than the value obtained by adding 3 mm to the bolt diameter and equal to or less than the value obtained by adding 7 mm to the bolt diameter. It can be concluded that the cylindrical wall body can be easily assembled from the steel plate and the assembly accuracy is also good.

1,1’:サイロ用波形薄鋼板
1a:山部
1b:谷部
2:貫通孔(丸孔)
2’:四隅の貫通孔(長孔)
3:山用ボルト(接合部材)
3a:ボルト頭(接合部材)
4:頭側ワッシャ(接合部材)
5:ナット側ワッシャ(接合部材)
6:ナット(接合部材)
10:穀物用サイロ
11:壁体
12:屋根
12a:開口
θ1:屋根勾配
1,1': Corrugated thin steel plate for silo 1a: Mountain part 1b: Valley part 2: Through hole (round hole)
2': Through holes (long holes) at the four corners
3: Mountain bolt (joining member)
3a: Bolt head (joining member)
4: Head side washer (joining member)
5: Nut side washer (joining member)
6: Nut (joining member)
10: Silo for grain 11: Wall body 12: Roof 12a: Opening θ1: Roof slope

Claims (5)

貫通孔を有した波形鋼板から平面視円弧状の円筒曲面体に形成され、前記貫通孔に挿通されたボルトやリベットなどの接合部材で円周方向及び上下方向に接合され、端部が三枚以上重ね合された接合部分を有して円筒状又は半円筒状の壁体部分を備えたサイロを構築するためのサイロ用波形鋼板であって、
前記貫通孔は、長さ調整のための遊びが無い丸孔であるとともに、板厚が2.7mm未満の薄鋼板からなること
を特徴とするサイロ用波形薄鋼板。
It is formed from a corrugated steel plate having a through hole into a cylindrical curved body having an arc shape in a plan view, and is joined in the circumferential direction and the vertical direction by a joining member such as a bolt or a rivet inserted through the through hole, and has three ends. A corrugated steel plate for a silo for constructing a silo having a joint portion overlapped as described above and having a cylindrical or semi-cylindrical wall portion.
The through hole is a round hole having no play for adjusting the length, and is a corrugated thin steel plate for silos, which is made of a thin steel plate having a plate thickness of less than 2.7 mm.
貫通孔を有した波形鋼板から平面視円弧状の円筒曲面体に形成され、前記貫通孔に挿通されたボルトやリベットなどの接合部材で円周方向及び上下方向に接合され、端部が三枚以上重ね合された接合部分を有して円筒状又は半円筒状の壁体部分を備えたサイロを構築するためのサイロ用波形鋼板であって、
前記貫通孔は、四隅に形成された貫通孔を除き、長さ調整のための遊びが無い丸孔であるとともに、板厚が2.7mm未満の薄鋼板からなること
を特徴とするサイロ用波形薄鋼板。
It is formed from a corrugated steel plate having a through hole into a cylindrical curved body having an arc shape in a plan view, and is joined in the circumferential direction and the vertical direction by a joining member such as a bolt or a rivet inserted through the through hole, and has three ends. A corrugated steel plate for a silo for constructing a silo having a joint portion overlapped as described above and having a cylindrical or semi-cylindrical wall portion.
The through hole is a round hole having no play for adjusting the length except for the through holes formed at the four corners, and is made of a thin steel plate having a plate thickness of less than 2.7 mm. Thin steel plate.
前記接合部材は、ボルト及びナットであり、
板厚が0.27mm以上1.20mm以内の場合、前記丸孔の直径は、前記ボルトの径に1mmを加えた値以上、前記ボルトの径に4mmを加えた値以下となっており、
板厚が1.20mm超2.00mm以内の場合、前記丸孔の直径は、前記ボルトの径に2mmを加えた値以上、前記ボルトの径に6mmを加えた値以下となっており、
板厚が2.00mm超2.70mm未満の場合、前記丸孔の直径は、前記ボルトの径に3mmを加えた値以上、前記ボルトの径に7mmを加えた値以下となっていること
を特徴とする請求項1又は2に記載のサイロ用波形薄鋼板。
The joining members are bolts and nuts.
When the plate thickness is 0.27 mm or more and 1.20 mm or less, the diameter of the round hole is equal to or more than the value obtained by adding 1 mm to the diameter of the bolt and not more than the value obtained by adding 4 mm to the diameter of the bolt.
When the plate thickness is more than 1.20 mm and within 2.00 mm, the diameter of the round hole is equal to or more than the value obtained by adding 2 mm to the diameter of the bolt and not more than the value obtained by adding 6 mm to the diameter of the bolt.
When the plate thickness is more than 2.00 mm and less than 2.70 mm, the diameter of the round hole is equal to or more than the value obtained by adding 3 mm to the diameter of the bolt and not more than the value obtained by adding 7 mm to the diameter of the bolt. The corrugated thin steel plate for silos according to claim 1 or 2.
米、小麦、トウモロコシ、大豆などの穀物を貯蔵するための穀物用サイロであって、
請求項1ないし3のいずれかに記載のサイロ用波形薄鋼板が、三枚以上重ね合された接合部分を有して円周方向及び上下方向に組み合わされて接合されていること
を特徴とする穀物用サイロ。
A grain silo for storing grains such as rice, wheat, corn, and soybeans.
The corrugated thin steel sheet for silos according to any one of claims 1 to 3 has a joint portion in which three or more sheets are overlapped, and is combined and joined in the circumferential direction and the vertical direction. Grain silo.
前記三枚以上重ね合された接合部分が溶接されていないこと
を特徴とする請求項4に記載の穀物用サイロ。
The grain silo according to claim 4, wherein the three or more laminated joint portions are not welded.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102451188B1 (en) * 2022-07-20 2022-10-06 대도테크 주식회사 Corrugated steel plate having reinforcing bolt fastening holes

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51163632U (en) * 1975-06-20 1976-12-27
JPS55178501U (en) * 1979-06-11 1980-12-22
JPS61169021U (en) * 1985-04-11 1986-10-20
JPH07158775A (en) * 1993-10-14 1995-06-20 Kawasaki Steel Corp Inner surface-covered corrugated steel pipe, method for covering inner surface, and wear resisting paving sheet used therefor
JP2009235812A (en) * 2008-03-27 2009-10-15 Nippon Steel Corp Joint structure of panel used for construction and method, and building structure
JP2016190671A (en) * 2015-03-31 2016-11-10 日鐵住金建材株式会社 Bulk cargo storage tank

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51163632U (en) * 1975-06-20 1976-12-27
JPS55178501U (en) * 1979-06-11 1980-12-22
JPS61169021U (en) * 1985-04-11 1986-10-20
JPH07158775A (en) * 1993-10-14 1995-06-20 Kawasaki Steel Corp Inner surface-covered corrugated steel pipe, method for covering inner surface, and wear resisting paving sheet used therefor
JP2009235812A (en) * 2008-03-27 2009-10-15 Nippon Steel Corp Joint structure of panel used for construction and method, and building structure
JP2016190671A (en) * 2015-03-31 2016-11-10 日鐵住金建材株式会社 Bulk cargo storage tank

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102451188B1 (en) * 2022-07-20 2022-10-06 대도테크 주식회사 Corrugated steel plate having reinforcing bolt fastening holes

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