JPH09156772A - Rotary storage tank - Google Patents

Rotary storage tank

Info

Publication number
JPH09156772A
JPH09156772A JP7321786A JP32178695A JPH09156772A JP H09156772 A JPH09156772 A JP H09156772A JP 7321786 A JP7321786 A JP 7321786A JP 32178695 A JP32178695 A JP 32178695A JP H09156772 A JPH09156772 A JP H09156772A
Authority
JP
Japan
Prior art keywords
plate
storage tank
outer shell
shell plate
bottom plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7321786A
Other languages
Japanese (ja)
Other versions
JP2933866B2 (en
Inventor
Takeshi Nagase
赳 永瀬
Yoshihiro Tateishi
義博 立石
Ai Kawasaki
相 川崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP7321786A priority Critical patent/JP2933866B2/en
Publication of JPH09156772A publication Critical patent/JPH09156772A/en
Application granted granted Critical
Publication of JP2933866B2 publication Critical patent/JP2933866B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rotary storage tank in which the drastic reduction of weight and the drastic reduction of cost are achieved while maintaining the same volume and the same structural strength in comparison with the conventional rotary storage tank. SOLUTION: A rotary storage tank is composed of a cylindrical outer body plate 4, a cylindrical inner body plate 5 coaxially a disposed in the outer body plate 4 at a distance, and an annular bottom plate 6 a disposed on the bottom so as to close the clearance between the outer body plate 4 and the inner body plate 5. The outer body plate 4 and the inner body plate 5 are formed of corrugated plates, and the bottom plate 6 is formed of a plate member so bent as to substantially present a partial circular shape in which the sectional form cut in the vertical surface including the optional radius of the rotary tank is expanded upward.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は回転貯槽に関する。
さらに詳しくは、脱硫石膏や石炭燃焼灰、その他の粉粒
物を貯蔵するための回転貯槽に関する。
TECHNICAL FIELD The present invention relates to a rotary storage tank.
More specifically, the present invention relates to a rotary storage tank for storing desulfurized gypsum, coal burning ash, and other powder and granular materials.

【0002】[0002]

【従来の技術】従来、一般に大量の粉粒物を貯蔵するた
めの貯槽として、少ない面積で大量の粉粒物を貯蔵でき
る、つまり単位面積当たりの占有面積を小さくできる回
転貯槽が用いられる場合がある。その例として、特開昭
62−140929号公報に開示された回転貯槽は、添
付図の図5(a)、(b)に示すように、回転可能な環
状の貯槽51と、この貯槽51内の粉粒物Pを集めるた
めの収集機52をその先端に有する粉粒物搬送機53と
を備えている。そして、貯槽51を回転させながら収集
機52によって粉粒物Pをかき集めながら粉粒物搬送機
53に載せていくのである。粉粒物搬送機53によって
貯槽51から搬出された粉粒物Pは、たとえばベルトコ
ンベア54等によって、ダンプトラック55等の所定の
搬出車の荷台まで運ばれる。
2. Description of the Related Art Conventionally, as a storage tank for storing a large amount of powder or granules, a rotary storage tank which can store a large amount of powder or granules in a small area, that is, can occupy a small area per unit area has been used. is there. As an example thereof, the rotary storage tank disclosed in Japanese Patent Laid-Open No. 62-140929 includes a rotatable annular storage tank 51 and an internal storage tank 51 as shown in FIGS. 5 (a) and 5 (b) of the accompanying drawings. And a powder / granular material transporter 53 having a collector 52 for collecting the powder / granular material P at the tip thereof. Then, while the storage tank 51 is rotated, the powder P is collected by the collector 52 and placed on the powder conveyer 53. The powdery or granular material P carried out from the storage tank 51 by the powdery or granular material carrier 53 is carried, for example, by the belt conveyor 54 or the like to the loading platform of a predetermined carrying vehicle such as the dump truck 55 or the like.

【0003】上記貯槽51は図6((a)は部分平面
図、(b)は部分正面図、(c)は部分側面断面図)に
示されるように、その外胴板56および内胴板57とも
に湾曲成形された鋼板を溶接でつなぎ合わせたものであ
る。そして、外胴板56および内胴板57ともにその外
表面にはいわゆるL字鋼やチャンネル鋼からなる補強用
リブ58が溶接によって固着されている。一方、底板5
9も鋼板を溶接でつなぎ合わせて環状にされたものであ
り、その下面にはいわゆるH型鋼等からなる補強リブ6
0が溶接によって固着されている。この底部補強リブ6
0の配置は図7に例示されている。
As shown in FIG. 6 ((a) is a partial plan view, (b) is a partial front view, and (c) is a partial side sectional view) of the storage tank 51, its outer shell plate 56 and inner shell plate are shown. Reference numeral 57 is a steel plate formed by bending and joined together by welding. A reinforcing rib 58 made of so-called L-shaped steel or channel steel is fixed to the outer surfaces of both the outer shell plate 56 and the inner shell plate 57 by welding. On the other hand, the bottom plate 5
Reference numeral 9 is also a steel plate formed by welding and joining it into an annular shape, and a reinforcing rib 6 made of so-called H-shaped steel or the like is formed on the lower surface thereof.
0 is fixed by welding. This bottom reinforcement rib 6
The 0 arrangement is illustrated in FIG.

【0004】このように、従来の貯槽51は、内外の胴
板57、56および底板59の鋼板の厚さを増加させる
よりも、材料コスト低減、重量軽減、溶接の容易化(鋼
板の突き合わせ溶接は鋼板の肉厚が厚いほど困難とな
る)、搬送の利便性等の点で有利であることから、でき
るだけ薄肉の鋼板と多数の補強リブ58、60とを用い
ている。
As described above, in the conventional storage tank 51, rather than increasing the thickness of the steel plates of the inner and outer shell plates 57 and 56 and the bottom plate 59, the material cost is reduced, the weight is reduced, and the welding is facilitated (steel plate butt welding). Is more difficult as the thickness of the steel plate is thicker), and it is advantageous in terms of convenience of transportation and the like, and therefore, a thin steel plate and a large number of reinforcing ribs 58 and 60 are used.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、この従
来の貯槽51では前述のごとく多数の補強リブを溶接に
よって固着しているため、やはりその製造、据え付けに
かかる期間は長いものである。ユーザーからはさらなる
納期の短縮が要望され、また、価格についてもさらなる
低下が要望されている。
However, in the conventional storage tank 51, since a large number of reinforcing ribs are fixed by welding as described above, the manufacturing and installation of the storage rib 51 takes a long time. Users are demanding further shortening of delivery time, and also demanding further price reduction.

【0006】本発明はかかる課題を解決するためになさ
れたものであり、コルゲート鋼板や部分球殻状鋼板を用
いることによって強度を向上せしめ、それによって材料
品点数を極力減少させるとともに溶接工程も極力減らす
ことにより、従来品に比較して大幅な重量軽減、大幅な
製造、据え付け工数の低減、製造コストの低減を達成し
得た回転貯槽を提供することを目的としている。
The present invention has been made in order to solve the above problems, and the strength is improved by using a corrugated steel plate or a partially spherical shell-shaped steel plate, thereby reducing the number of material items and the welding process as much as possible. An object of the present invention is to provide a rotary storage tank capable of achieving a significant reduction in weight, a significant production, a reduction in man-hours for installation, and a reduction in manufacturing cost as compared with conventional products by reducing the number.

【0007】[0007]

【課題を解決するための手段】本発明の第一態様に係る
回転貯槽は、円筒状の外胴板と、該外胴板内に間隔を置
いて同軸状に配設された円筒状の内胴板と、外胴板と内
胴板との間隙を閉止するようにそれらの底部に配設され
た環状の底板とからなり、前記外胴板および内胴板がと
もにコルゲート板から形成されていることを特徴として
いる。
A rotary storage tank according to a first aspect of the present invention comprises a cylindrical outer shell plate and a cylindrical inner shell which is coaxially arranged in the outer shell plate with a space therebetween. A body plate and an annular bottom plate disposed at the bottom of the body plate so as to close the gap between the outer body plate and the inner body plate, and the outer body plate and the inner body plate are both formed of corrugated plates. It is characterized by being.

【0008】かかる第一態様の回転貯槽によれば、内外
の胴板に、とくに補強リブを用いることなく且つ従来品
より薄肉の板材を採用しても、従来品と同等の構造物と
しての強度(以下、構造物強度という)を備えたうえで
大幅な重量軽減が可能となり、溶接工程をも激減せしめ
るため、相乗的に製品コストが低下する、という作用効
果を奏しうる。
According to the rotary storage tank of the first aspect, even if a reinforcing plate is not particularly used for the inner and outer shell plates and a thinner plate material is adopted than the conventional product, the strength as a structure equivalent to the conventional product is obtained. (Hereinafter, referred to as structure strength), the weight can be significantly reduced, and the welding process can be drastically reduced. Therefore, the product cost can be synergistically reduced.

【0009】本発明の第二態様に係る回転貯槽は、円筒
状の外胴板と、該外胴板内に間隔を置いて同軸状に配設
された円筒状の内胴板と、外胴板と内胴板との間隙を閉
止するようにそれらの底部に配設された環状の底板とか
らなり、前記底板が、回転貯槽の任意の半径を含む鉛直
面で切断した断面形状が上方に膨出した実質的に部分円
状を呈するように湾曲された板部材から形成されている
ことを特徴としている。
The rotary storage tank according to the second aspect of the present invention comprises a cylindrical outer shell plate, a cylindrical inner shell plate coaxially arranged in the outer shell plate with a space therebetween, and an outer shell. It consists of an annular bottom plate arranged at the bottom of the plate and the inner body plate so as to close the gap between the plates and the bottom plate, and the bottom plate has an upward cross-sectional shape cut along a vertical plane including an arbitrary radius of the rotary storage tank. It is characterized in that it is formed from a plate member that is curved so as to have a substantially bulging substantially partial circle shape.

【0010】かかる第二態様の回転貯槽によれば、底板
に、とくに補強リブを用いることなく且つ従来品と同等
の肉厚の板材を採用しても、従来品と同等の構造物強度
を備えたうえで、さらに大幅な重量軽減が可能となり、
溶接工程をも激減せしめるため、相乗的に製品コストが
低下する、点で好ましい。
According to the rotary storage tank of the second aspect, even if the bottom plate is made of a plate material having the same thickness as the conventional product without using reinforcing ribs, the structure has the same structural strength as the conventional product. After that, it is possible to further reduce the weight,
This is preferable in that the welding cost can be drastically reduced and the product cost can be synergistically reduced.

【0011】本発明の第三態様に係る回転貯槽は、円筒
状の外胴板と、該外胴板内に間隔を置いて同軸状に配設
された円筒状の内胴板と、外胴板と内胴板との間隙を閉
止するようにそれらの底部に配設された環状の底板とか
らなり、前記底板が、回転貯槽の任意の半径を含む鉛直
面で切断した断面形状が下方に膨出した実質的に部分円
状を呈するように湾曲された板部材から形成されている
ことを特徴としている。
A rotary storage tank according to a third aspect of the present invention is a cylindrical outer shell plate, a cylindrical inner shell plate arranged coaxially with a space in the outer shell plate, and an outer shell. It consists of an annular bottom plate disposed at the bottom of the plate and the inner body plate so as to close the gap between the plates and the bottom plate, and the bottom plate has a downward sectional shape cut in a vertical plane including an arbitrary radius of the rotary storage tank. It is characterized in that it is formed from a plate member that is curved so as to have a substantially bulging substantially partial circle shape.

【0012】かかる第三態様の回転貯槽によれば、前記
第二態様の回転貯槽と同じく、底板に、とくに補強リブ
を用いることなく且つ従来品と同等の肉厚の鋼板を採用
しても、従来品と同等の構造物強度を備えたうえで、さ
らに大幅な重量軽減が可能となり、溶接工程をも激減せ
しめるため、相乗的に製品コストが低下するという作用
効果を奏しうる。
According to the rotary storage tank of the third aspect, as in the rotary storage tank of the second aspect, even if a steel plate having the same thickness as the conventional product is used for the bottom plate without using any reinforcing rib, In addition to having the same structural strength as the conventional product, it is possible to further significantly reduce the weight, and the welding process can be drastically reduced, so that the product cost can be synergistically reduced.

【0013】また、湾曲した底板を有する第二および第
三の態様の回転貯槽それぞれにおいて、その外胴板およ
び内胴板をともにコルゲート板から形成すれば、前記第
一、第二および第三の態様の回転貯槽それぞれの重量軽
減効果および製品コスト低下効果がさらに向上する点で
好ましい。
Further, in each of the rotary storage tanks of the second and third aspects having the curved bottom plate, if both the outer shell plate and the inner shell plate are formed of corrugated plates, the first, second and third shells are formed. This is preferable in that the effect of reducing the weight of each rotary storage tank and the effect of reducing the product cost are further improved.

【0014】本発明の第四態様に係る回転貯槽は、円筒
状の外胴板と、該外胴板の底部を閉止するように配設さ
れた底板とからなり、前記外胴板がコルゲート板から形
成されていることを特徴としている。
A rotary storage tank according to a fourth aspect of the present invention comprises a cylindrical outer shell plate and a bottom plate arranged so as to close a bottom portion of the outer shell plate, and the outer shell plate is a corrugated plate. It is characterized by being formed from.

【0015】かかる第四態様の回転貯槽によれば、全体
の寸法が上記第一、第二または第三の態様に係る回転貯
槽より小さくなるので、専有スペースを縮小することが
可能となる。また、さらに外胴板にとくに補強リブを用
いることなく且つ従来品より薄肉の板材を採用しても、
従来品と同等の構造物としての強度(以下、構造物強度
という)を備えたうえで大幅な重量軽減が可能となる、
という作用効果を奏しうる。
According to the rotary storage tank of the fourth aspect, since the overall size is smaller than that of the rotary storage tank according to the first, second or third aspect, it is possible to reduce the occupied space. In addition, even without using reinforcing ribs on the outer shell plate and using a thinner plate material than conventional products,
It is possible to reduce the weight significantly while having the strength as a structure (hereinafter referred to as structure strength) equivalent to the conventional product.
That is, the effect can be obtained.

【0016】本発明の第五態様に係る回転貯槽は、円筒
状の外胴板と、該外胴板の底部を閉止するように配設さ
れた底板とからなり、前記底板が上方に膨出した実質的
に部分球殻状に形成されていることを特徴としている。
A rotary storage tank according to a fifth aspect of the present invention comprises a cylindrical outer shell plate and a bottom plate arranged so as to close the bottom portion of the outer shell plate, and the bottom plate bulges upward. It is characterized in that it is formed into a substantially partial spherical shell shape.

【0017】かかる第五態様の回転貯槽によれば、第五
態様の回転貯槽と同様に、全体の寸法がより小さくなる
ため、専有スペースも縮小することが可能となる。ま
た、底板がとくに補強リブを用いることなく且つ従来品
と同等の肉厚の鋼板を採用しても、従来品と同等の構造
物強度を備えたうえで、さらに大幅な重量軽減が可能と
なるという作用効果を奏しうる。
According to the rotary storage tank of the fifth aspect, as in the rotary storage tank of the fifth aspect, the overall size becomes smaller, so that the occupied space can be reduced. Further, even if the bottom plate does not use a reinforcing rib and a steel plate having the same thickness as that of the conventional product is used, the structural strength is the same as that of the conventional product and the weight can be significantly reduced. That is, the effect can be obtained.

【0018】そして、円筒状の外胴板と、該外胴板の底
部を閉止するように配設された底板とからなり、前記外
胴板をコルゲート板から形成し、且つ、前記底板を上方
に膨出した実質的に部分球殻状に形成した回転貯槽にあ
っては、専有スペースの縮小に加えて、前記第四態様お
よび第五態様の重量軽減効果がさらに向上する点で好ま
しい。
A cylindrical outer shell plate and a bottom plate arranged so as to close the bottom of the outer shell plate are formed. The outer shell plate is formed of a corrugated plate, and the bottom plate is placed above. In the rotary storage tank formed into a substantially partially spherical shell that is bulged in the above, in addition to the reduction of the exclusive space, the weight saving effect of the fourth and fifth aspects is further improved, which is preferable.

【0019】そして、前記全態様の回転貯槽において、
前記底板の周縁と前記胴板の下端縁とをボルト式クラン
プ手段によって係合するのが、溶接というやっかいな熟
練作業が大幅に減少し、溶接後の各種検査も減少するの
で、作業工数の低減および製造コストの低減が可能とな
る点で好ましい。
And, in the rotary storage tank of all the embodiments,
Engaging the peripheral edge of the bottom plate with the lower edge of the body plate by the bolt type clamp means greatly reduces the troublesome skill of welding and various inspections after welding, thus reducing the number of work steps. And it is preferable in that the manufacturing cost can be reduced.

【0020】なお、胴板や底板は通常は鋼板を用いる
が、貯蔵対象物、設置場所または貯槽のサイズ等に応じ
て、非鉄金属や合成樹脂等を用いてもよい。
Although a steel plate is usually used for the body plate and the bottom plate, non-ferrous metal, synthetic resin or the like may be used depending on the object to be stored, the place of installation or the size of the storage tank.

【0021】[0021]

【発明の実施の形態】つぎに、添付の図面に示された実
施形態に基づいて本発明の回転貯槽を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Next, a rotary storage tank of the present invention will be described based on an embodiment shown in the accompanying drawings.

【0022】図1は本発明の回転貯槽の一実施形態を示
す側面断面図、図2は(a)および(b)ともに図1の
回転貯槽の底部接続形態の一例を示す要部断面図、図3
は本発明の回転貯槽の他の実施形態を示す側面断面図、
図4は本発明の回転貯槽のさらに他の実施形態を示す側
面断面図である。
FIG. 1 is a side sectional view showing an embodiment of the rotary storage tank of the present invention, and FIGS. 2A and 2B are sectional views showing the essential parts of one example of the bottom connection configuration of the rotary storage tank of FIG. Figure 3
Is a side sectional view showing another embodiment of the rotary storage tank of the present invention,
FIG. 4 is a side sectional view showing still another embodiment of the rotary storage tank of the present invention.

【0023】図1において、1が回転貯槽であり、円環
状の貯槽2と該貯槽2を自軸回りに回転させるための回
転駆動装置3とから構成されている。回転駆動装置3は
モータと減速機からなる公知のものである。貯槽2は円
筒状の大径の外胴板4と、該外胴板4の内側に同軸状に
配設された小径の内胴板5と、外胴板4と内胴板5との
間隙を閉止するようにそれら4、5の底部に固設された
円輪状の底板6とから形成されている。
In FIG. 1, reference numeral 1 denotes a rotary storage tank, which is composed of an annular storage tank 2 and a rotary drive device 3 for rotating the storage tank 2 around its own axis. The rotary drive device 3 is a known device including a motor and a speed reducer. The storage tank 2 has a cylindrical large-diameter outer shell plate 4, a small-diameter inner shell plate 5 arranged coaxially inside the outer shell plate 4, and a gap between the outer shell plate 4 and the inner shell plate 5. And a circular ring-shaped bottom plate 6 fixed to the bottoms of these members 4 and 5 so as to close them.

【0024】図示のごとく外胴板4および内胴板5はと
もにコルゲート鋼板から形成されている。粉粒物は外胴
板4と内胴板5との間の空間Sに貯蔵されるため、粉粒
物によって外胴板4には内圧が加わり、内胴板5には外
圧が加わる。しかし、両胴板4、5ともコルゲート鋼板
から形成されていることにより、従来の平坦な鋼板製胴
板より断面係数がはるかに大きく、また、波状成形とい
う塑性加工によって材料強度もはるかに大きくなってい
る。したがって、従来のような溶接による補強リブの固
設が必要なくなり、重量が大幅に軽減されるとともに所
要の構造物強度が得られる。
As shown, both the outer shell plate 4 and the inner shell plate 5 are made of corrugated steel plates. Since the powder and granules are stored in the space S between the outer shell plate 4 and the inner shell plate 5, the powder and granules exert an internal pressure on the outer shell plate 4 and an external pressure on the inner shell plate 5. However, since both body plates 4 and 5 are made of corrugated steel plate, the section modulus is much larger than that of the conventional flat body plate made of steel plate, and the material strength is much larger due to the plastic working called corrugation. ing. Therefore, it is not necessary to fix the reinforcing ribs by welding as in the conventional case, the weight is significantly reduced, and the required structural strength is obtained.

【0025】胴板はそれぞれ、部分円筒状に湾曲された
複数枚のコルゲート鋼板(胴板要素と呼ぶ)を接続して
形成するのが一般的である。本胴板4、5もその手法を
用いるうえで問題はない。胴板要素同士は、従来と同様
に溶接によって接続してもよく、また、ボルトを用いて
もよい。ボルトを用いる場合は、隣接する胴板要素の端
縁同士を若干寸法だけ重ね合わせて両者に一致する孔を
穿設してボルト止めするか、または、隣接する胴板要素
の端縁同士を突き合わせて別体の接続板を両要素に重ね
合わせ、接続板と両要素それぞれに一致する孔を穿設し
てボルト止めしてもよい。胴板要素は、たとえば外胴径
が23mで内胴径が9m等の貯槽において、外胴板の場
合は全周を10〜15°ごとに24〜36分割した大き
さのものを用い、内胴板の場合は全周を30〜45°ご
とに8〜12分割した大きさのものを用いることができ
る。
Each body plate is generally formed by connecting a plurality of corrugated steel plates (referred to as body plate elements) which are curved in a partially cylindrical shape. The main body plates 4 and 5 also have no problem in using the method. The body plate elements may be connected to each other by welding as in the conventional case, or bolts may be used. When using bolts, the edges of adjacent body plate elements are overlapped by a certain size and holes are drilled to match the two, and then bolted, or the edges of adjacent body plate elements are butted. Alternatively, a separate connecting plate may be superposed on both elements, and holes corresponding to the connecting plate and both elements may be bored and bolted. For the body plate element, for example, in a storage tank having an outer body diameter of 23 m and an inner body diameter of 9 m, in the case of an outer body plate, the entire circumference is divided into 24 to 36 at intervals of 10 to 15 °. In the case of the body plate, the size of the entire circumference divided by 8 to 12 every 30 to 45 ° can be used.

【0026】一方、底板6は図示のごとく底板6の長手
方向(貯槽の周方向)に沿って上方に膨出した蒲鉾状に
なっている。いわば鏡底にされている。言い換えれば、
底板6は、貯槽2の任意の半径を含む鉛直面で切断した
断面形状が上方に膨出した実質的に部分円状を呈するよ
うに湾曲されたものである。底板6をこのように形成す
ることによって構造物強度が向上する。それによって、
従来品のように底板下面に大量の補強リブを溶接で固設
する必要がなくなり、より軽量でほぼ同一強度の底板
が、はるかに少ない製造工数で仕上がる。
On the other hand, the bottom plate 6 has a semi-cylindrical shape that bulges upward along the longitudinal direction of the bottom plate 6 (the circumferential direction of the storage tank) as shown in the figure. It is, so to speak, a mirror bottom. In other words,
The bottom plate 6 is curved so that the cross-sectional shape cut along a vertical plane including an arbitrary radius of the storage tank 2 has a substantially partially circular shape that bulges upward. By forming the bottom plate 6 in this way, the structure strength is improved. Thereby,
Unlike conventional products, it is not necessary to fix a large amount of reinforcing ribs on the bottom plate under welding, and a lighter weight and almost the same strength bottom plate can be completed with far fewer manufacturing steps.

【0027】底板はそれぞれ、複数枚の扇状鋼板(底板
要素と呼ぶ)を接続して円輪状に形成するのが一般的で
ある。本底板6もその手法を用いるうえで問題はない。
底板要素同士は、従来と同様に溶接によって接続しても
よく、また、ボルトを用いてもよい。ボルトを用いる場
合は、隣接する底板要素の端縁同士を若干寸法だけ重ね
合わせて両者に一致する孔を穿設してボルト止めする
か、または、隣接する底板要素の端縁同士を突き合わせ
て別体の接続板を両要素に重ね合わせ、接続板と両要素
それぞれに一致する孔を穿設してボルト止めしてもよ
い。底板要素は、たとえば、全周を10〜15°(いわ
ば扇の開き角度)ごとに24〜36分割した大きさの扇
状のものを用いることができる。
Each of the bottom plates is generally formed by connecting a plurality of fan-shaped steel plates (referred to as bottom plate elements) into a ring shape. The bottom plate 6 also has no problem in using the method.
The bottom plate elements may be connected to each other by welding as in the conventional case, or bolts may be used. When bolts are used, the edges of adjacent bottom plate elements are slightly overlapped with each other and holes corresponding to the two are drilled to be bolted, or the edges of adjacent bottom plate elements are butted against each other. The connecting plate of the body may be superposed on both elements, and holes may be drilled to match the connecting plate and both elements, respectively, and bolted. As the bottom plate element, for example, a fan-shaped element having a size in which the entire circumference is divided into 24 to 36 at intervals of 10 to 15 ° (so-called fan opening angle) can be used.

【0028】つぎに、両胴板4、5それぞれの下端縁と
底板6の内外周縁との接続であるが、これも、従来と同
様に溶接によって接続してもよい。しかし、作業性の向
上、製造工数低減および製造コストの低減を図ってボル
トファスナーによって接続するのが好ましい。
Next, the connection between the lower end edges of both body plates 4 and 5 and the inner and outer peripheral edges of the bottom plate 6 may be made by welding as in the conventional case. However, it is preferable to use bolt fasteners to improve workability, reduce manufacturing man-hours, and reduce manufacturing costs.

【0029】たとえば、図2(a)に示すように底板6
の内周縁および外周縁をU字状断面に屈曲させて係合部
7を形成してそれにボルト用孔8を穿設し、該係合部7
に両胴板4、5の下端縁9それぞれに前記ボルト用孔8
に一致するボルト用孔10を穿設しておく。そして、前
記係合部7に両胴板4、5の下端縁9を装入係合したう
えで、ボルト接続する等である。なお、逆に両胴板4、
5の下端縁に係合部を形成し、該係合部に底板の内外周
縁を装入係合するものでもよい。さらに、両胴板4、5
のうちのいずれか一方の下端縁に係合部を形成し、それ
に底板の対応する周縁を装入係合し、底板の他方の周縁
に係合部を形成し、それに他方の胴板の下端縁を装入係
合してもよい。
For example, as shown in FIG. 2 (a), the bottom plate 6
The inner peripheral edge and the outer peripheral edge are bent into a U-shaped cross section to form an engaging portion 7, and a bolt hole 8 is formed in the engaging portion 7.
The bolt holes 8 are formed on the lower end edges 9 of the body plates 4 and 5, respectively.
A hole 10 for a bolt corresponding to is drilled. Then, the lower end edges 9 of both body plates 4 and 5 are inserted into and engaged with the engaging portion 7, and then bolted. On the contrary, both body plates 4,
It is also possible to form an engaging portion at the lower edge of 5 and insert and engage the inner and outer peripheral edges of the bottom plate into the engaging portion. Furthermore, both body plates 4, 5
The engaging portion is formed on the lower end edge of one of the two, and the corresponding peripheral edge of the bottom plate is inserted into the engaging portion, the engaging portion is formed on the other peripheral edge of the bottom plate, and the lower end of the other body plate is formed on the engaging portion. The edges may be charge-engaged.

【0030】また、図2(b)に示すように底板6の内
外周縁と両胴板4、5の下端縁とが若干寸法だけ重なり
合うような形状に形成しておき、この重なり部11を挟
むようにクランプ12を係合させてボルト止めしてもよ
い。すなわち、クランプ12は重なり部11に係合しう
るようにU字状断面を有した全体に円弧状を呈した複数
個の部材であり、その全数を重なり部に取り付けること
により、全体で円輪状を呈する。重なり部11とクラン
プ12それぞれに互いに一致するボルト用孔を予め穿設
しておく。なお、クランプ12を用いるのは内周側およ
び外周側のいずれか一方または両方でもよい。一方のみ
クランプ12を用いる場合は、他方は溶接または図2
(a)に示す方法等で接続すればよい。
Further, as shown in FIG. 2 (b), the inner and outer peripheral edges of the bottom plate 6 and the lower end edges of the body plates 4 and 5 are formed so as to overlap each other by a slight size, and the overlapping portion 11 is sandwiched. Thus, the clamp 12 may be engaged and bolted. That is, the clamp 12 is a plurality of arcuate members having a U-shaped cross-section so that the clamps 12 can be engaged with the overlapping portion 11. By attaching all of them to the overlapping portion, the clamp 12 has a circular ring shape as a whole. Present. Bolt holes are formed in advance in the overlapping portion 11 and the clamp 12 so as to coincide with each other. The clamp 12 may be used either on the inner peripheral side or the outer peripheral side or on both sides. If only one clamp 12 is used, the other is welded or as shown in FIG.
The connection may be made by the method shown in (a).

【0031】以上のボルト止め方式や公知のボルト止め
方式が特許請求の範囲でいうボルトファスナーに該当す
る。
The above-mentioned bolt fastening system and known bolt fastening system correspond to the bolt fastener mentioned in the claims.

【0032】つぎに、図3には貯槽の他の実施形態が示
されている。この貯槽13は図1の貯槽2とその底板1
4の形状が異なるだけである。すなわち、底板14は下
方に膨出した(図1では上方に膨出)蒲鉾状になってい
る。この底板14によっても前述の底板6と同様な効果
が奏される。
Next, FIG. 3 shows another embodiment of the storage tank. This storage tank 13 is the storage tank 2 of FIG. 1 and its bottom plate 1.
Only the shape of 4 is different. That is, the bottom plate 14 has a semi-cylindrical shape that bulges downward (bulges upward in FIG. 1). The bottom plate 14 also has the same effect as the bottom plate 6 described above.

【0033】つぎに、図4には貯槽のさらに他の実施形
態が示されている。この貯槽15は内胴板を有さず外胴
板4と底板16とから構成されている有底円筒である。
Next, FIG. 4 shows still another embodiment of the storage tank. The storage tank 15 is a bottomed cylinder that does not have an inner shell plate and is composed of an outer shell plate 4 and a bottom plate 16.

【0034】外胴板4の構成および外胴板4と底板16
との接続機構はそれぞれ図1の貯槽2および図3の貯槽
2、13と同様である。底板16のみが前記両貯槽2、
13と異なっており、上方に膨出した部分球殻状を呈し
ている。この貯槽15も胴板および底板の重量、構造物
強度、製造工数および製造コスト等において前記貯槽
2、13(図1、3)と同様の効果を奏する。
Structure of outer shell plate 4 and outer shell plate 4 and bottom plate 16
The connection mechanism for and is the same as the storage tank 2 of FIG. 1 and the storage tanks 2 and 13 of FIG. 3, respectively. Only the bottom plate 16 has the two storage tanks 2,
Different from No. 13, it has a partial spherical shell shape bulging upward. This storage tank 15 also exhibits the same effects as the storage tanks 2 and 13 (FIGS. 1 and 3) in terms of the weight of the body plate and the bottom plate, the strength of the structure, the number of manufacturing steps and the manufacturing cost.

【0035】叙上の実施形態(図1、図3、図4)で
は、胴板をコルゲート鋼板性とし、底板を湾曲鋼板とし
たが、本発明ではとくにそのように限定されることはな
く、たとえば、胴板をコルゲート鋼板性とするだけで底
板を従来のように平坦な鋼板に補強リブを備えたものと
してもよく、または、底板を湾曲鋼板とするだけで胴板
を従来の補強リブ付きのものにしてもよい。
In the above embodiment (FIGS. 1, 3, and 4), the body plate is made of corrugated steel plate and the bottom plate is made of curved steel plate. However, the present invention is not particularly limited to this. For example, the bottom plate may be a flat steel plate provided with reinforcing ribs as in the conventional case only by making the body plate a corrugated steel plate, or the body plate is provided with conventional reinforcing ribs only by making the bottom plate a curved steel plate. You may choose

【0036】つぎに、本発明の実施例に係る貯槽と比較
例に係る貯槽とを略同一容積(約2110m3 )且つ略
同一強度に条件設定して比較する。
Next, the storage tank according to the embodiment of the present invention and the storage tank according to the comparative example are compared under the condition that they have substantially the same volume (about 2110 m 3 ) and substantially the same strength.

【0037】[0037]

【実施例1】形状寸法は図1に示されているように、外
胴板の直径DO を23000mm、内胴板の直径DI
9000mm、有効高さHを6000mmとしている。
その結果、両胴板の合計重量が約22tonとなり、底
板の重量は約63tonとなった。なお、胴板に採用し
たコルゲート鋼板は、その波形の波長が150mmであ
り、波高さが両側合計で48mmのものである。
EXAMPLE 1 As shown in FIG. 1, the shape and dimensions are such that the outer shell plate has a diameter D O of 23000 mm, the inner shell plate has a diameter D I of 9000 mm, and an effective height H of 6000 mm.
As a result, the total weight of both body plates was about 22 tons, and the weight of the bottom plate was about 63 tons. The corrugated steel plate used for the body plate has a waveform wavelength of 150 mm and a total wave height of 48 mm on both sides.

【0038】[0038]

【実施例2】形状寸法は図3に示されているものであ
り、寸法は実施例1と同一で、単に底板の曲率が逆にな
っている(曲率半径の符号が逆になっている)だけであ
る。その結果、重量配分も実施例1と同一となった。
Second Embodiment The shape and dimensions are shown in FIG. 3, the dimensions are the same as those of the first embodiment, and the curvature of the bottom plate is simply reversed (the signs of the radii of curvature are reversed). Only. As a result, the weight distribution was the same as in Example 1.

【0039】[0039]

【実施例3】形状寸法は図4に示されているものであ
る。すなわち、内胴板を備えず容積を実施例1、2およ
び比較例と同一とするために、外胴板の直径DO を21
500mm、有効高さHを6000mmとしている。そ
の結果、胴板の重量が約14tonとなり、底板の重量
は約60tonとなった。なお、胴板に採用したコルゲ
ート鋼板は実施例1および2のものと同一である。
Example 3 The dimensions are those shown in FIG. That is, in order to make the volume the same as in Examples 1 and 2 and the comparative example without providing the inner shell plate, the diameter D O of the outer shell plate was 21.
The height is 500 mm and the effective height H is 6000 mm. As a result, the weight of the body plate was about 14 tons, and the weight of the bottom plate was about 60 tons. The corrugated steel plate used for the body plate is the same as that used in Examples 1 and 2.

【0040】[0040]

【比較例1】構造、形状は図6、7に示される従来品と
同一であり、外胴板の直径DO は23000mm、内胴
板の直径DI は9000mm、有効高さHは6000m
mである。その結果、補強リブを含めた両胴板の合計重
量が約55tonとなり、底板の重量は補強リブを含め
て約90tonとなった。
[Comparative Example 1] The structure and shape are the same as those of the conventional products shown in FIGS. 6 and 7. The outer body plate has a diameter D O of 23000 mm, the inner body plate has a diameter D I of 9000 mm, and an effective height H of 6000 m.
m. As a result, the total weight of both body plates including the reinforcing ribs was about 55 tons, and the weight of the bottom plate was about 90 tons including the reinforcing ribs.

【0041】叙上のごとく、実施例1および実施例2で
は比較例に比べて、胴板の重量が比較例の60%減とな
り、底板の重量が比較例の30%減となり、全体重量で
で比較例の41%減となった。その結果、大幅なコスト
ダウンが可能となった。
As described above, in Example 1 and Example 2, the weight of the body plate is 60% lower than that of the comparative example and the weight of the bottom plate is 30% lower than that of the comparative example. It was 41% less than that of the comparative example. As a result, it has become possible to significantly reduce costs.

【0042】また、実施例3では比較例に比べて、胴板
の重量が比較例の75%減となり、底板の重量が比較例
の33%減となり、全体重量でで比較例の49%減とな
った。その結果、実施例3においても大幅なコストダウ
ンが可能となった。
Further, in Example 3, the weight of the body plate was reduced by 75% as compared with the comparative example, the weight of the bottom plate was reduced by 33% as compared with the comparative example, and the total weight was reduced by 49% as compared with the comparative example. Became. As a result, it is possible to significantly reduce the cost in the third embodiment as well.

【0043】実施例1〜3において、胴板のみをコルゲ
ート鋼板性とし且つ底板を従来品と同等の平板と補強リ
ブを用いたものにしても、または、底板のみをリブ無し
の湾曲させた鋼板を採用し且つ胴板を従来品と同等の平
板と補強リブを用いたものにしても相当な重量軽減とな
り、製品コスト減となることが明らかである。
In Examples 1 to 3, only the body plate is made of corrugated steel plate and the bottom plate is made of a flat plate equivalent to the conventional product and reinforcing ribs, or only the bottom plate is curved without ribs. It is clear that even if the body plate is adopted and the body plate uses a flat plate and reinforcing ribs equivalent to those of the conventional product, the weight is considerably reduced and the product cost is reduced.

【0044】なお、胴板の肉厚と波形状寸法および底板
の曲率半径と肉厚はともに、貯槽の形状、寸法、容積等
に応じて所要強度が得られるように組み合わせればよ
い。
The wall thickness and the corrugated size of the body plate, and the radius of curvature and the wall thickness of the bottom plate may be combined so as to obtain the required strength according to the shape, size, volume, etc. of the storage tank.

【0045】[0045]

【発明の効果】本発明の回転貯槽は、従来品に比較し
て、同等の容積および同等の構造物強度を維持しつつ、
製品重量がはるかに小さく、製造工数が大幅に低減され
るため、全体としての製品コストが大幅に低下する。
The rotary storage tank of the present invention maintains an equivalent volume and an equivalent structural strength as compared with the conventional product,
Since the product weight is much smaller and the manufacturing man-hours are significantly reduced, the overall product cost is significantly reduced.

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

【図1】本発明の回転貯槽の一実施形態を示す側面断面
図である。
FIG. 1 is a side sectional view showing an embodiment of a rotary storage tank of the present invention.

【図2】(a)および(b)ともに図1の回転貯槽の底
部接続形態の一例を示す要部断面図である。
2 (a) and 2 (b) are cross-sectional views of essential parts showing an example of a bottom connection configuration of the rotary storage tank of FIG.

【図3】本発明の回転貯槽の他の実施形態を示す側面断
面図である。
FIG. 3 is a side sectional view showing another embodiment of the rotary storage tank of the present invention.

【図4】本発明の回転貯槽のさらに他の実施形態を示す
側面断面図である。
FIG. 4 is a side sectional view showing still another embodiment of the rotary storage tank of the present invention.

【図5】回転貯槽が適用された粉粒物貯蔵システムの一
例を示す、(a)が平面図、(b)が正面断面図であ
る。
5A and 5B show an example of a granular material storage system to which a rotary storage tank is applied, FIG. 5A is a plan view, and FIG. 5B is a front sectional view.

【図6】従来の回転貯槽の一例を示す(a)が部分平面
図であり、(b)が部分正面図であり、(c)が部分側
面断面図である。
6A is a partial plan view, FIG. 6B is a partial front view, and FIG. 6C is a partial side sectional view showing an example of a conventional rotary storage tank.

【図7】図6に示す従来の回転貯槽の底部補強リブを示
す部分底面図である。
FIG. 7 is a partial bottom view showing bottom reinforcing ribs of the conventional rotary storage tank shown in FIG.

【符号の説明】[Explanation of symbols]

1・・・回転貯槽 2・・・貯槽 4・・・外胴板 5・・・内胴板 6・・・底板 7・・・係合部 12・・・クランプ 14・・・底板 15・・・外胴板 16・・・底板 1 ... Rotating storage tank 2 ... Storage tank 4 ... Outer shell plate 5 ... Inner shell plate 6 ... Bottom plate 7 ... Engaging portion 12 ... Clamp 14 ... Bottom plate 15 ...・ Outer body plate 16 ... Bottom plate

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 円筒状の外胴板と、該外胴板内に間隔を
置いて同軸状に配設された円筒状の内胴板と、外胴板と
内胴板との間隙を閉止するようにそれらの底部に配設さ
れた環状の底板とからなり、前記外胴板および内胴板が
ともにコルゲート板から形成されてなる回転貯槽。
1. A cylindrical outer shell plate, a cylindrical inner shell plate disposed coaxially with a space in the outer shell plate, and a gap between the outer shell plate and the inner shell plate closed. As described above, the rotary storage tank is composed of an annular bottom plate disposed at the bottom thereof, and the outer body plate and the inner body plate are both formed of corrugated plates.
【請求項2】 円筒状の外胴板と、該外胴板内に間隔を
置いて同軸状に配設された円筒状の内胴板と、外胴板と
内胴板との間隙を閉止するようにそれらの底部に配設さ
れた環状の底板とからなり、前記底板が、回転貯槽の任
意の半径を含む鉛直面で切断した断面形状が上方に膨出
した実質的に部分円状を呈するように湾曲された板部材
から形成されてなる回転貯槽。
2. A cylindrical outer shell plate, a cylindrical inner shell plate disposed coaxially with a space in the outer shell plate, and a gap between the outer shell plate and the inner shell plate closed. So that the bottom plate has an annular bottom plate disposed at the bottom thereof, and the bottom plate has a substantially partial circular shape in which a cross-sectional shape cut along a vertical plane including an arbitrary radius of the rotary storage tank bulges upward. A rotary storage tank formed from a plate member curved so as to present.
【請求項3】 円筒状の外胴板と、該外胴板内に間隔を
置いて同軸状に配設された円筒状の内胴板と、外胴板と
内胴板との間隙を閉止するようにそれらの底部に配設さ
れた環状の底板とからなり、前記底板が、回転貯槽の任
意の半径を含む鉛直面で切断した断面形状が下方に膨出
した実質的に部分円状を呈するように湾曲された板部材
から形成されてなる回転貯槽。
3. A cylindrical outer shell plate, a cylindrical inner shell plate arranged coaxially with a space in the outer shell plate, and a gap between the outer shell plate and the inner shell plate closed. So that the bottom plate has an annular bottom plate disposed at the bottom thereof, and the bottom plate has a substantially partial circular shape in which a cross-sectional shape cut along a vertical plane including an arbitrary radius of the rotary storage tank bulges downward. A rotary storage tank formed from a plate member curved so as to present.
【請求項4】 円筒状の外胴板と、該外胴板の底部を閉
止するように配設された底板とからなり、前記外胴板が
コルゲート板から形成されてなる回転貯槽。
4. A rotary storage tank comprising a cylindrical outer shell plate and a bottom plate arranged so as to close the bottom portion of the outer shell plate, wherein the outer shell plate is formed of a corrugated plate.
【請求項5】 円筒状の外胴板と、該外胴板の底部を閉
止するように配設された底板とからなり、前記底板が上
方に膨出した実質的に部分球殻状に形成されてなる回転
貯槽。
5. An outer shell plate having a cylindrical shape and a bottom plate arranged to close the bottom of the outer shell plate, wherein the bottom plate is formed in a substantially partially spherical shell shape bulging upward. This is a rotating storage tank.
【請求項6】 前記底板が上方に膨出した実質的に部分
球殻状に形成されてなる請求項4記載の回転貯槽。
6. The rotary storage tank according to claim 4, wherein the bottom plate is formed in a substantially spherical shell shape bulging upward.
【請求項7】 円筒状の外胴板と、該外胴板内に間隔を
置いて同軸状に配設された円筒状の内胴板と、外胴板と
内胴板との間隙を閉止するようにそれらの底部に配設さ
れた環状の底板とからなり、前記外胴板および内胴板が
ともにコルゲート板から形成されてなる請求項2または
3に記載の回転貯槽。
7. A cylindrical outer shell plate, a cylindrical inner shell plate arranged coaxially with a space in the outer shell plate, and a gap between the outer shell plate and the inner shell plate closed. 4. The rotary storage tank according to claim 2 or 3, further comprising an annular bottom plate disposed on the bottom of the corrugated plate and the outer shell plate and the inner shell plate.
【請求項8】 前記底板の周縁と前記胴板の下端縁とが
ボルト式クランプ手段によって係合されてなる請求項1
〜7のうちのいずれか一項に記載の回転貯槽。
8. The peripheral edge of the bottom plate and the lower edge of the body plate are engaged with each other by bolt type clamp means.
The rotary storage tank according to any one of items 1 to 7.
JP7321786A 1995-12-11 1995-12-11 Rotating storage tank Expired - Fee Related JP2933866B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7321786A JP2933866B2 (en) 1995-12-11 1995-12-11 Rotating storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7321786A JP2933866B2 (en) 1995-12-11 1995-12-11 Rotating storage tank

Publications (2)

Publication Number Publication Date
JPH09156772A true JPH09156772A (en) 1997-06-17
JP2933866B2 JP2933866B2 (en) 1999-08-16

Family

ID=18136409

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7321786A Expired - Fee Related JP2933866B2 (en) 1995-12-11 1995-12-11 Rotating storage tank

Country Status (1)

Country Link
JP (1) JP2933866B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999037959A1 (en) * 1998-01-22 1999-07-29 Daicolo Co., Ltd. Storage equipment and storage method
US6418746B1 (en) 1998-01-22 2002-07-16 Daicolo Co., Ltd. Storage equipment and storage method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52150016U (en) * 1976-05-11 1977-11-14
JPS58154374U (en) * 1982-04-05 1983-10-15 シャープ株式会社 heat storage tank
JPS62140929A (en) * 1985-12-17 1987-06-24 Kawasaki Heavy Ind Ltd Powdery material storing device
JPH07206085A (en) * 1994-01-24 1995-08-08 Morimatsu Kogyo Kk Cylindrical liquid-storage tank and side wall panel for liquid-storage tank

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52150016U (en) * 1976-05-11 1977-11-14
JPS58154374U (en) * 1982-04-05 1983-10-15 シャープ株式会社 heat storage tank
JPS62140929A (en) * 1985-12-17 1987-06-24 Kawasaki Heavy Ind Ltd Powdery material storing device
JPH07206085A (en) * 1994-01-24 1995-08-08 Morimatsu Kogyo Kk Cylindrical liquid-storage tank and side wall panel for liquid-storage tank

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999037959A1 (en) * 1998-01-22 1999-07-29 Daicolo Co., Ltd. Storage equipment and storage method
US6418746B1 (en) 1998-01-22 2002-07-16 Daicolo Co., Ltd. Storage equipment and storage method
CN1304805C (en) * 1998-01-22 2007-03-14 大可乐株式会社 Storage equipment and storage method

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