Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2933866B2 - Rotating storage tank - Google Patents
[go: Go Back, main page]

JP2933866B2 - Rotating storage tank - Google Patents

Rotating storage tank

Info

Publication number
JP2933866B2
JP2933866B2 JP7321786A JP32178695A JP2933866B2 JP 2933866 B2 JP2933866 B2 JP 2933866B2 JP 7321786 A JP7321786 A JP 7321786A JP 32178695 A JP32178695 A JP 32178695A JP 2933866 B2 JP2933866 B2 JP 2933866B2
Authority
JP
Japan
Prior art keywords
plate
storage tank
body plate
bottom plate
curved
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP7321786A
Other languages
Japanese (ja)
Other versions
JPH09156772A (en
Inventor
赳 永瀬
義博 立石
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 Motors Ltd
Original Assignee
Kawasaki Jukogyo KK
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 Jukogyo KK filed Critical Kawasaki Jukogyo KK
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

Links

Landscapes

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

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。
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 combustion ash, and other 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 granules, a rotary storage tank which can store a large amount of granules in a small area, that is, can reduce the occupied area per unit area, is generally used. is there. As an example, a rotary storage tank disclosed in Japanese Patent Application Laid-Open No. Sho 62-140929 has a rotatable annular storage tank 51 and a rotatable storage tank 51 as shown in FIGS. 5 (a) and 5 (b). And a granular material transporting machine 53 having a collector 52 for collecting the granular material P at the tip thereof. Then, the powder P is placed on the powder transporter 53 while the storage tank 51 is rotated and the powder P is collected by the collector 52. The granular material P carried out from the storage tank 51 by the granular material transporter 53 is transported to a predetermined carrier of a carry-out vehicle such as a dump truck 55 by, for example, a belt conveyor 54 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。
[0006] 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), the storage tank 51 has an outer shell plate 56 and an inner shell plate. Both 57 are formed by welding curved steel plates together by welding. Reinforcing ribs 58 made of so-called L-shaped steel or channel steel are 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 also denotes a steel plate joined by welding to form an annular shape, and the lower surface thereof has reinforcing ribs 6 made of so-called H-shaped steel or the like.
0 is fixed by welding. This bottom reinforcement rib 6
The arrangement of zeros 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。
[0004] As described above, the conventional storage tank 51 is capable of reducing material cost, reducing weight, and facilitating welding (butt welding of steel plates) as compared with increasing the thickness of the steel plates of the inner and outer shell plates 57 and 56 and the bottom plate 59. Is more difficult as the thickness of the steel plate is larger), and it is advantageous in terms of transportation convenience and the like. Therefore, a steel plate as thin as possible 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 period required for manufacturing and installing the same is long. Users have demanded further reductions in delivery times, and have also demanded further reductions in prices.

【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、コルゲート鋼板や湾曲した鋼板を用い
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。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to improve the strength by using a corrugated steel plate or a curved steel plate, thereby reducing the number of materials and the welding process as much as possible. Accordingly, an object of the present invention is to provide a rotary storage tank capable of achieving a significant reduction in weight, a significant reduction in manufacturing, installation man-hours, and a reduction in manufacturing costs as compared with conventional products.

【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る回転貯槽であって、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
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。
According to a first aspect of the present invention, there is provided a rotary storage tank comprising: a cylindrical outer shell; and a cylindrical inner shell disposed coaxially at a distance in the outer shell. and a body plate, a rotating reservoir ing from the bottom plate of the annular arranged on their bottom so as to close the gap between the outer shell plate and the inner shell plate, the outer shell plate and the inner shell plate are both Contact is formed from corrugated plate
And the bottom plate is in a vertical plane including an arbitrary radius of the rotary storage tank.
The cut cross-sectional shape is a substantially partial circular shape that swells upward.
It is characterized by being formed from a plate member that is curved to exhibit .

【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。また、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。
According to the rotary storage tank of the first aspect, the strength as a structure equivalent to that of the conventional product can be obtained even when the inner and outer shell plates are not particularly provided with reinforcing ribs and a thinner plate material is employed. (Hereinafter, referred to as structural strength), the weight can be greatly reduced, and the welding process can be drastically reduced. Thus, the effect of synergistically reducing the product cost can be obtained. In addition, especially the reinforcement rib is used for the bottom plate
Even without adopting a plate material of the same thickness as the conventional product,
Even greater strength with the same structural strength as conventional products
Weight can be reduced, and the welding process can be drastically reduced.
As a result, product cost is reduced synergistically.

【0009】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
る回転貯槽であって、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おり、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。
According to a second aspect of the present invention, there is provided a rotary storage tank comprising: a cylindrical outer body plate; a cylindrical inner body plate coaxially disposed in the outer body plate at a distance; a rotating reservoir Ru bottom plate and color of annular arranged at their bottom so as to close the gap between the plate and the inner shell plate, the outer shell plate and the inner shell plate are both formed from corrugated board , The bottom plate is rotating
The cross-sectional shape cut on the vertical plane including the arbitrary radius of the storage tank is
Curved so as to have a substantially partial circular shape bulging toward
It is characterized by being formed from a flat plate member .

【0010】かかる第二態様の回転貯槽によれば、前記
第一態様の回転貯槽と同じく、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
品コストが低下し、また、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 second aspect ,
As with the rotary storage tank of the first embodiment , the inner and outer shell plates are particularly supplemented.
Without using strong ribs and using a thinner plate than conventional products
Even if used, the strength as a structure equivalent to the conventional product (hereinafter, referred to as
Structural strength) and significant weight reduction
To reduce the welding process drastically.
Product cost is reduced, and even if the bottom plate does not use any special reinforcing ribs and adopts a steel plate of the same thickness as the conventional product, it will have the same structural strength as the conventional product, and will be even more significant a weight reduction is possible, since the allowed to deplete the welding process, synergistically product costs Ru cormorants exhibit the effect that decreases.

【0011】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し、該ボルト式クランプ手段が、前
記底板の周縁および前記胴板の下端縁のうちのいずれか
一方を断面U字状に湾曲させ、他方を該U字状の湾曲部
に挿入したうえでボルト止めするのが、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。
[0011] Then, in the rotary storage tank of all the above aspects,
And engaged by a bolt clamping means and the lower edge of the shell plate and the peripheral edge of the bottom plate, the bolt clamp means, before
Any of the peripheral edge of the bottom plate and the lower edge of the body plate
One is curved into a U-shaped cross section, and the other is a U-shaped curved portion.
It is preferable to insert the bolts into the bolts and then bolt them , since the troublesome skill of welding is greatly reduced and various inspections after welding are also reduced, so that the number of working steps and the manufacturing cost can be reduced.

【0012】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。
The body plate and the bottom plate are usually made of a steel plate, but may be made of a non-ferrous metal, a synthetic resin or the like according to the storage object, the installation place or the size of the storage tank.

【0013】[0013]

【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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a rotary storage tank according to the present invention will be described with reference to an embodiment shown in the accompanying drawings.

【0014】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(a)は図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り、図2(b)はクラ
ンプの参考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は回転貯槽
参考例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 FIG. 2 (a) is a bottom connection of the rotary storage tank of FIG.
Is a fragmentary cross-sectional view of an example of embodiment, FIG. 2 (b) class
Partial cross-sectional view showing a reference example of pump, Fig 3 is a side cross-sectional view showing another embodiment of a rotating reservoir of the present invention, FIG. 4 of the rotating reservoir
It is a side sectional view showing a reference example .

【0015】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 comprises an annular storage tank 2 and a rotation driving device 3 for rotating the storage tank 2 around its own axis. The rotary driving device 3 is a known device including a motor and a speed reducer. The storage tank 2 has a cylindrical large-diameter outer shell 4, a small-diameter inner shell 5 disposed coaxially inside the outer shell 4, and a gap between the outer shell 4 and the inner shell 5. And a ring-shaped bottom plate 6 fixed to the bottoms of the members 4 and 5 so as to close them.

【0016】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 4 and the inner shell 5 are formed of corrugated steel. Since the granular material is stored in the space S between the outer shell plate 4 and the inner shell plate 5, the granular material applies an internal pressure to the outer shell plate 4 and an external pressure to the inner shell plate 5. However, since both body plates 4 and 5 are formed of corrugated steel plate, the section modulus is much larger than that of the conventional flat steel body plate, and the material strength becomes much larger by plastic working called wave forming. ing. Therefore, it is not necessary to fix the reinforcing ribs by welding as in the related art, so that the weight is greatly reduced and the required structural strength is obtained.

【0017】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。
The body plate is generally formed by connecting a plurality of corrugated steel plates (referred to as body plate elements) each partially curved in a cylindrical shape. The main body plates 4 and 5 have no problem in using the method. The body plate elements may be connected by welding in the same manner as in the prior art, or bolts may be used. When bolts are used, the edges of adjacent body plate elements are slightly overlapped with each other by a certain size and holes that match the two are drilled and bolted, or the edges of adjacent body plate elements are butted together. Alternatively, a separate connecting plate may be overlapped on both elements, and holes may be formed in the connecting plate and both elements, 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 the outer body plate, the entire circumference is divided into 24 to 36 units every 10 to 15 °. In the case of the body plate, a body plate whose entire circumference is divided into 8 to 12 every 30 to 45 ° can be used.

【0018】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, as shown in the figure, the bottom plate 6 is in the shape of a scallop bulging upward along the longitudinal direction of the bottom plate 6 (the circumferential direction of the storage tank). So to speak, it is on the mirror bottom. In other words,
The bottom plate 6 is curved so that the cross-sectional shape of the storage tank 2 cut along a vertical plane including an arbitrary radius has a substantially partial circular shape bulging upward. By forming the bottom plate 6 in this way, the strength of the structure is improved. Thereby,
There is no need to fix a large amount of reinforcing ribs on the bottom surface of the bottom plate as in the conventional product by welding, and a lighter bottom plate with almost the same strength can be completed with far fewer man-hours.

【0019】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。
The bottom plate is generally formed in a ring shape by connecting a plurality of fan-shaped steel plates (referred to as bottom plate elements). The bottom plate 6 has no problem in using the method.
The bottom plate elements may be connected by welding in the same manner as in the related art, or bolts may be used. When bolts are used, the edges of adjacent bottom plate elements are slightly overlapped with each other by a certain size and holes corresponding to both are drilled and bolted, or the edges of adjacent bottom plate elements are abutted and separated. The connecting plate of the body may be overlaid on both elements, and holes may be drilled and bolted to correspond to the connecting plate and both elements. As the bottom plate element, for example, a fan-shaped element having a size obtained by dividing the entire circumference by 24 to 36 every 10 to 15 ° (so-called opening angle of the fan) can be used.

【0020】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 edge of each of the body plates 4 and 5 and the inner and outer peripheral edges of the bottom plate 6 may be connected by welding as in the conventional case. However, it is preferable to connect with a bolt fastener in order to improve workability, reduce the number of manufacturing steps, and reduce the manufacturing cost.

【0021】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.
Is bent into a U-shaped cross section to form an engaging portion 7, and a hole 8 for a bolt is formed in the engaging portion 7.
The bolt holes 8 are provided in the lower edges 9 of the body plates 4 and 5, respectively.
A hole 10 for a bolt corresponding to the above is drilled. Then, the lower ends 9 of the two body plates 4 and 5 are inserted into and engaged with the engaging portion 7, and then the bolts are connected. Conversely, both body plates 4,
An engaging portion may be formed at the lower end edge of 5, and the inner and outer peripheral edges of the bottom plate may be inserted and engaged with the engaging portion. In addition, both body plates 4, 5
An engaging portion is formed at one of the lower edges of the bottom plate, a corresponding peripheral edge of the bottom plate is inserted and engaged with the engaging portion, an engaging portion is formed at the other peripheral edge of the bottom plate, and a lower end of the other body plate is formed thereon. The rim may be in charge engagement.

【0022】また、図2(b)に示されるのは、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
参考例である。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1
1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, what is shown in FIG. 2 (b), the bottom plate 6
Are formed in such a shape that the inner and outer peripheral edges thereof slightly overlap the lower end edges of both body plates 4 and 5.
The and the clamp 12 is engaged so as to sandwich bolted
This is a reference example . That is, the clamp 12 is connected to the overlapping portion 11
A plurality of members having a U-shaped cross-section so as to be able to engage with a plurality of members, all of which have a circular arc shape. Overlapping part 1
Bolt holes that match each other are drilled in advance in the clamp 1 and the clamp 12, respectively. The clamp 12 may be used on one or both of the inner peripheral side and the outer peripheral side. When only one clamp 12 is used, the other may be connected by welding or the method shown in FIG.

【0023】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-described bolting method and known bolting methods correspond to the bolt fastener described in the claims.

【0024】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. The storage tank 13 includes the storage tank 2 shown in FIG.
Only the shape of 4 is different. In other words, the bottom plate 14 is in the shape of a kamaboko that bulges downward (bulges upward in FIG. 1). The same effect as the above-described bottom plate 6 is also achieved by the bottom plate 14.

【0025】つぎに、図4には貯槽の参考例が示されて
いる。この貯槽15は内胴板を有さず外胴板4と底板1
6とから構成されている有底円筒である。
Next, FIG. 4 shows a reference example of the storage tank. This storage tank 15 does not have an inner body plate, but has an outer body plate 4 and a bottom plate 1.
6 is a cylinder with a bottom.

【0026】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。
The structure of the outer shell 4 and the outer shell 4 and the bottom plate 16
The connection mechanism is the same as that of the storage tank 2 of FIG. 1 and the storage tanks 2 and 13 of FIG. 3, respectively. Only the bottom plate 16 is the two storage tanks 2,
13 and has a partially spherical shell shape bulging upward. The weight of the storage tank 15 also shell plate and the bottom plate, the structure strength, that Sosu the same effect as the in the number of manufacturing steps and the manufacturing cost or the like storage tank 2,13 (Figure 1,3).

【0027】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。
[0027] One technique, substantially the same volume (approximately 2110M3) a reservoir according to the storage tank and comparative examples according to an embodiment of the present invention and compared with conditions set to be substantially the same intensity.

【0028】[0028]

【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 を
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。
Embodiment 1 As shown in FIG. 1, the outer body plate has a diameter DO of 23000 mm, the inner body plate has a diameter DI of 9000 mm and an effective height H of 6000 mm.
As a result, the total weight of both body plates was about 22 ton, and the weight of the bottom plate was about 63 ton. The corrugated steel plate used for the body plate had a waveform wavelength of 150 mm and a total wave height of 48 mm on both sides.

【0029】[0029]

【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。
Embodiment 2 The dimensions are the same as those shown in FIG. 3, and the dimensions are the same as those in Embodiment 1, except that the curvature of the bottom plate is simply reversed (the sign of the radius of curvature is reversed). Only. As a result, the weight distribution was the same as in Example 1.

【0030】[0030]

【参考例1】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。
REFERENCE EXAMPLE 1 The dimensions are as shown in FIG. That is, in order to make the volume equal to those of the first and second embodiments and the comparative example without the inner body plate, the diameter DO of the outer body plate was set to 21.
The effective height H is 500 mm and the effective height H is 6000 mm. As a result, the weight of the body plate was about 14 ton, and the weight of the bottom plate was about 60 ton. The corrugated steel plate used for the body plate is the same as that of the first and second embodiments.

【0031】[0031]

【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 product shown in FIGS. 6 and 7, the outer body plate diameter DO is 23000 mm, the inner body plate diameter DI is 9000 mm and the effective height H is 6000 m.
m. As a result, the total weight of both body plates including the reinforcing ribs was about 55 ton, and the weight of the bottom plate was about 90 ton including the reinforcing ribs.

【0032】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 Examples 1 and 2, the weight of the body plate was reduced by 60% in comparison with the comparative example, and the weight of the bottom plate was reduced by 30% in comparison with the comparative example. As a result, 41% of the comparative example was reduced. As a result, significant cost reduction has become possible.

【0033】また、参考例1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、参考例1においても大幅なコストダウ
ンが可能となった。
Further, in Reference Example 1 , the weight of the body plate was reduced by 75% in comparison with the comparative example, the weight of the bottom plate was reduced by 33% in comparison with the comparative example, and the total weight was reduced by 49% in comparison with the comparative example. It became. As a result, a significant cost reduction was possible in Reference Example 1 .

【0034】実施例1〜2および参考例1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 and 2 and Reference Example 1 , only the body plate is made of a corrugated steel plate and the bottom plate is made of a flat plate and a reinforcing rib equivalent to the conventional product, or only the bottom plate is made of no rib. It is apparent that even if a curved steel plate is adopted and the body plate uses a flat plate and a reinforcing rib equivalent to those of the conventional product, the weight is considerably reduced and the product cost is reduced.

【0035】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 thickness and corrugated dimensions of the body plate and the radius of curvature and thickness of the bottom plate may be combined so as to obtain the required strength in accordance with the shape, size and volume of the storage tank.

【0036】[0036]

【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 the same volume and the same structural strength as the conventional product while maintaining the same capacity.
The product weight is much smaller and the number of manufacturing steps is greatly reduced, so that the overall product cost is greatly 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】図2(a)は図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り、図2(b)はクランプの
参考例を示す要部断面図である。
FIG. 2 (a) is a view of a bottom connection configuration of the rotary storage tank of FIG. 1;
Is a fragmentary cross-sectional view showing an example, FIG. 2 (b) of the clamp
It is principal part sectional drawing which shows a reference example .

【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】転貯槽の参考例を示す側面断面図である。It is a side sectional view showing a reference example of FIG. 4 Rotation reservoir.

【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, wherein 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。
6 (a) is a partial plan view, FIG. 6 (b) is a partial front view, and FIG. 6 (c) 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 a bottom reinforcing rib 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 DESCRIPTION OF SYMBOLS 1 ... Rotary storage tank 2 ... Storage tank 4 ... Outer body plate 5 ... Inner body plate 6 ... Bottom plate 7 ... Engagement part 12 ... Clamp 14 ... Bottom plate 15 ...・ Outer body plate 16 ・ ・ ・ Bottom plate

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭62−140929(JP,A) 特開 平7−206085(JP,A) 実開 昭58−154374(JP,U) 実開 昭52−150016(JP,U) (58)調査した分野(Int.Cl.6,DB名) B65G 65/30 B65D 88/06 E04H 7/30 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-62-140929 (JP, A) JP-A-7-206085 (JP, A) Fully open 58-154374 (JP, U) Really open 52 150016 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) B65G 65/30 B65D 88/06 E04H 7/30

Claims (3)

(57)【特許請求の範囲】(57) [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る回転貯槽であって、 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
されており、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。
1. A cylindrical outer body plate, a cylindrical inner body plate disposed coaxially at a distance in the outer body plate, and a gap between the outer body plate and the inner body plate closed. to as a rotating reservoir ing from the bottom plate of the annular arranged on their bottom, said outer and cylinder plate and the inner cylinder plate are both formed from corrugated board, the bottom plate is, any rotation reservoir Including the radius of
Substantial part whose cross-sectional shape cut in the vertical plane swells upward
A rotary storage tank formed from a plate member that is curved so as to have a circular shape .
【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る回転貯槽であって、 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
されており、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。
2. A cylindrical outer body plate, a cylindrical inner body plate disposed coaxially at a distance in the outer body plate, and a gap between the outer body plate and the inner body plate closed. a rotating reservoir Ru color and the bottom plate of the annular arranged on their bottom so as to be, the outer and cylinder plate and the inner cylinder plate are both formed from corrugated board, the bottom plate is, any of the rotating reservoir Including radius
Substantial part whose cross-sectional shape cut in the vertical plane swells downward
A rotary storage tank formed from a plate member that is curved so as to have a circular shape .
【請求項3】 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おり、 該ボルト式クランプ手段が、前記底板の周縁および前記
胴板の下端縁のうちのいずれか一方を断面U字状に湾曲
させ、他方を該U字状の湾曲部に挿入したうえでボルト
止めする請求項1または2のうちのいずれか一項に記載
回転貯槽。
3. The peripheral edge of the bottom plate and the lower edge of the body plate are
Engaged by bolt-type clamping means, the bolt-type clamping means being connected to the periphery of the bottom plate and the
One of the lower edges of the body plate is curved into a U-shaped cross section
And insert the other into the U-shaped curved part
3. Stopping according to any one of claims 1 or 2.
Rotation reservoir of.
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 JPH09156772A (en) 1997-06-17
JP2933866B2 true 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)

Families Citing this family (2)

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

Family Cites Families (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

Also Published As

Publication number Publication date
JPH09156772A (en) 1997-06-17

Similar Documents

Publication Publication Date Title
US20190263311A1 (en) Dump Body
AU2012360176B2 (en) Hopper box and hopper constructed with a collapsed and elongated longitudinally curved C-shaped floor
JPH0680193A (en) Tank equipped with intermediate wall
JPS62158692A (en) Manufacture of large-sized vessel, partition segment used for said method and aligning tool thereof
JP2933866B2 (en) Rotating storage tank
US5375347A (en) Bucket wheel with supporting body
US7475910B1 (en) Container having internal bulkhead
JPH06501661A (en) pressurized fuel container
JP4609841B2 (en) Fuel tank
US20200039413A1 (en) Front tower for machine
US8794476B2 (en) Outer tank for cryogenic fuel
EP2347056B1 (en) Apparatus for transporting construction equipment in an enclosed container within the hold of a vessel
US20120080906A1 (en) Spare tire installation structure
JPH05240400A (en) Tank for compressed natural gas
JPH09273377A (en) Segment for shaft ring
US3353705A (en) Shipping container
EP0492995A1 (en) Spiral taper cut and optimized moment capacity impact beam
US20190381924A1 (en) Dumper body that includes structural transitioning
JPH08512384A (en) Pressurized fuel container
CN212738284U (en) Anti-deformation structure of thin-wall part
JPH08298857A (en) Threshing unit handling structure
CN216332356U (en) Quick-change spare tire storage box structure of automobile
SE541338C2 (en) Vehicle fuel tank comprising a baffle
EP0794133B1 (en) Semi-trailers, trailers or lorries with a tank for the transportation of food- or industrial liquids, or also pulverulent materials
JPH08192888A (en) Storage tank of bulk material

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees