JPH0544317Y2 - - Google Patents

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Publication number
JPH0544317Y2
JPH0544317Y2 JP1989152395U JP15239589U JPH0544317Y2 JP H0544317 Y2 JPH0544317 Y2 JP H0544317Y2 JP 1989152395 U JP1989152395 U JP 1989152395U JP 15239589 U JP15239589 U JP 15239589U JP H0544317 Y2 JPH0544317 Y2 JP H0544317Y2
Authority
JP
Japan
Prior art keywords
aggregate
storage section
hopper
storage
discharge port
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 - Lifetime
Application number
JP1989152395U
Other languages
Japanese (ja)
Other versions
JPH0390897U (en
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 filed Critical
Priority to JP1989152395U priority Critical patent/JPH0544317Y2/ja
Publication of JPH0390897U publication Critical patent/JPH0390897U/ja
Application granted granted Critical
Publication of JPH0544317Y2 publication Critical patent/JPH0544317Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、たとえば、アスフアルトプラントに
おけるアスフアルト合材製造用の骨材を貯蔵する
骨材サイロ等、各種粉粒体や砂利等を貯蔵するた
めの貯蔵サイロに関するものである。
[Detailed description of the invention] [Industrial application field] The present invention is suitable for storing various powders, gravel, etc., such as aggregate silos for storing aggregate for producing asphalt mixture in an asphalt plant. This relates to storage silos.

[従来の技術] 上記骨材サイロとしはて、コルゲート状の壁材
によつて構築されたいわゆるコルゲートサイロが
一般的であつたが、市街地の広範化や都市再開発
が進む状況において、狭溢な場所に大容量の骨材
サイロを構築する場合、必然的に高層化が望まれ
るに至つて、コルゲートサイロは、強度上問題が
あるとともに、発生する騒音が周囲の環境に影響
を及ぼすおそれがある。
[Prior art] The above-mentioned aggregate silos were generally so-called corrugated silos constructed with corrugated wall materials, but as urban areas expand and urban redevelopment progresses, narrow and overflowing When constructing a large-capacity aggregate silo in a location with a large capacity, a high-rise structure is inevitably desired, and corrugated silos have problems in terms of strength and the noise generated may affect the surrounding environment. be.

このようなコルゲートサイロの不利な点を解消
すべく、近年では、鉄筋コンクリート製の壁材に
よつて構築されたサイロの採用が増えている。
In order to eliminate such disadvantages of corrugated silos, in recent years, silos constructed with reinforced concrete wall materials have been increasingly adopted.

第2図の符号1はそのようなサイロの一例を示
している。
Reference numeral 1 in FIG. 2 indicates an example of such a silo.

このサイロ1は地盤L上に立設されており、コ
ンクリート製の筒状壁体2からなる貯蔵部3と、
この貯蔵部3の直下に前記筒状壁体2と一体に設
けられた基礎を兼ねる取出し部4とからなるもの
で、貯蔵部3の内部に骨材Wを貯蔵するととも
に、取出し部4に配したホツパ5によつて貯蔵部
3内の骨材Wを受け、このホツパ5の下部に取り
付けた切出しフイーダ6により、骨材Wを、ホツ
パ5の下に設置したベルトコンベヤ7上に一定量
ずつ排出させる形式となつている。ベルトコンベ
ヤ7は骨材Wを所定の設備に搬出する。
This silo 1 is erected on the ground L, and includes a storage section 3 consisting of a cylindrical wall 2 made of concrete,
It consists of a take-out part 4 which is provided directly under the storage part 3 and which also serves as a foundation, which is provided integrally with the cylindrical wall body 2. The aggregate W in the storage section 3 is received by the hopper 5, and a fixed amount of the aggregate W is transferred onto a belt conveyor 7 installed below the hopper 5 by a cutting feeder 6 attached to the lower part of the hopper 5. It is designed to be discharged. The belt conveyor 7 transports the aggregate W to a predetermined facility.

[考案が解決しようとする課題] しかしながら上記骨材サイロ1によれば、貯蔵
部3内の骨材Wの重量(荷重)を受ける取出し部
4、取出しフイーダ6を備えたホツパ5やベルト
コンベヤ7を配するための空間8があるため、そ
の強度に不足が生じることを考慮して貯蔵部3の
容量を大きくする、すなわち高層化するに限界が
ある。そこで、さらなる高層化を実現するために
は、取出し部4の強度を向上させれば可能である
が、それには取出し部4をそれ相応の大きさ(高
さ)に構築せねばならず、その結果、構築材料で
ある鉄筋コンクリートならびに構築費用の増大を
招く。
[Problems to be solved by the invention] However, according to the aggregate silo 1 described above, the take-out section 4 that receives the weight (load) of the aggregate W in the storage section 3, the hopper 5 equipped with the take-out feeder 6, and the belt conveyor 7 Since there is a space 8 for arranging the storage unit 3, there is a limit to increasing the capacity of the storage unit 3, that is, making it high-rise, taking into account the lack of strength. Therefore, in order to achieve further high-rise construction, it is possible to improve the strength of the take-out part 4, but to do so, the take-out part 4 must be constructed to a corresponding size (height), and the As a result, the construction material, reinforced concrete, and the construction cost will increase.

[課題を解決するための手段] 本考案は上記課題を解決するためになされたも
のであつて、筒状体からなる貯蔵部を、その底部
が地盤等の基盤上に設置した状態でこの基盤に立
設し、貯蔵部の側壁下部に貯蔵物排出口を形成
し、この貯蔵物排出口に臨む前記基盤にピツトを
設け、このピツト内に、前記貯蔵物排出口から排
出される貯蔵物を受けるホツパを設置してなるこ
とを特徴としている。
[Means for Solving the Problems] The present invention has been made to solve the above problems, and includes a storage section made of a cylindrical body, the bottom of which is installed on a foundation such as the ground. A storage outlet is formed in the lower part of the side wall of the storage section, a pit is provided on the base facing the storage outlet, and the stored items discharged from the storage outlet are placed in the pit. It is characterized by the fact that it is equipped with a hotspa to receive the food.

[作用] 本考案の貯蔵サイロによれば、貯蔵部内の貯蔵
物が、側壁下部の貯蔵物排出口からピツト内のホ
ツパに落とし込まれ、このホツパから貯蔵物を搬
出する。
[Function] According to the storage silo of the present invention, the stored material in the storage section is dropped into the hopper in the pit from the stored material discharge port at the lower part of the side wall, and the stored material is carried out from the hopper.

貯蔵部は、その底部が地盤等の基盤上に設置し
た状態で基盤に立設されていることにより、貯蔵
部内の貯蔵物の荷重は、直接基盤で受け、貯蔵部
の底部にかかる荷重が低減する構造となつてい
る。したがつて、貯蔵部の底部を特に強化させる
必要がないため、この貯蔵部を構築する際、材料
の削減ならびに工期の短縮が図られるとともに、
貯蔵部の高層化を実現できることによつて、貯蔵
量の増大が可能となる。
The storage section is built upright on the base with the bottom resting on the ground, etc., so the load of the stored items in the storage section is directly received by the foundation, reducing the load on the bottom of the storage section. The structure is such that Therefore, there is no need to particularly strengthen the bottom of the storage section, so when constructing this storage section, it is possible to reduce the amount of materials and shorten the construction period.
By making the storage section high-rise, it becomes possible to increase the amount of storage.

また、ホツパは、貯蔵部内の貯蔵物全ての荷重
を受けることがなく、貯蔵物排出口から側方に排
出されてホツパ内に排出された分だけの少ない量
の荷重しか受けないから、このホツパの耐久性が
向上する。
In addition, the hopper does not receive the load of all the stored items in the storage section, but only receives a small amount of load from the stored items discharged laterally from the stored items discharge port into the hopper. The durability of the material is improved.

[実施例] 以下、第1図を参照して本考案を前記骨材サイ
ロに適用した一実施例を説明する。
[Example] Hereinafter, an example in which the present invention is applied to the aggregate silo will be described with reference to FIG.

図中符号10は、骨材Wが貯蔵される貯蔵部で
あり、この貯蔵部10は、地盤(基盤)Lの上に
立設された床部11aおよび側壁11bからなる
円筒状あるいは多角筒状の壁体11によつて構築
されている。壁体11の上方は開口11cが形成
されており、この開口11cから貯蔵部10内に
骨材Wが投入されて貯蔵される。
Reference numeral 10 in the figure is a storage section in which aggregate W is stored, and this storage section 10 has a cylindrical or polygonal cylindrical shape consisting of a floor section 11a and side walls 11b that are erected on the ground (base) L. It is constructed by the wall body 11 of. An opening 11c is formed above the wall 11, and the aggregate W is introduced into the storage section 10 through the opening 11c and stored therein.

前記壁体11は鉄筋コンクリート製であり、こ
の壁体11における側壁11bの下部には、地盤
Lに至る骨材排出口(貯蔵物排出口)12が形成
されている。
The wall 11 is made of reinforced concrete, and an aggregate discharge port (stored material discharge port) 12 leading to the ground L is formed at the lower part of the side wall 11b of the wall body 11.

そして、地盤Lの骨材排出口12に臨む位置、
すなわち側壁11bの外部側における骨材排出口
12の側方かつ下方の地盤Lには、前記壁体11
の床部11aと一体なる断面矩形状のピツト13
が設けられ、このピツト13内に、骨材Wを受け
るホツパ14およびベルトコンベヤ15が設置さ
れている。
and a position facing the aggregate discharge port 12 of the ground L,
That is, on the ground L on the side and below the aggregate discharge port 12 on the external side of the side wall 11b, the wall 11
A pit 13 with a rectangular cross section that is integrated with the floor portion 11a of the
A hopper 14 for receiving the aggregate W and a belt conveyor 15 are installed in the pit 13.

詳述すると、ピツト13の開口13aを形成す
る上端縁には段差16が形成されており、この段
差16に、ホツパ14の上端をなすフランジ14
aを係合させることによりこのホツパ14をピツ
ト13内に設置している。このホツパ14の下端
には、ホツパ14内の骨材Wを排出させる切出し
フイーダ17が取り付けられ、この切出しフイー
ダ17をあけると、骨材Wはベルトコンベヤ15
の上に落下するようになつている。ベルトコンベ
ヤ15は図面上の前または後方向に骨材Wを搬出
し、所定の設備に送り込む。
To be more specific, a step 16 is formed on the upper edge of the opening 13a of the pit 13, and a flange 14 forming the upper end of the hopper 14 is formed on the step 16.
The hopper 14 is installed in the pit 13 by engaging the hopper a. A cutting feeder 17 for discharging the aggregate W in the hopper 14 is attached to the lower end of the hopper 14. When the cutting feeder 17 is opened, the aggregate W is transferred to the belt conveyor 15.
It is designed to fall on top of. The belt conveyor 15 carries out the aggregate W in the front or rear direction on the drawing and sends it to a predetermined facility.

また、前記ピツト13の開口13aは、骨材W
が通過可能な金属製の格子であるグレーチング1
8によつて覆われ、このグレーチング18の上を
バケツトローダ等の重機が走行できるようになつ
ている。
Further, the opening 13a of the pit 13 is made of aggregate W.
Grating 1 is a metal grating through which
8, and heavy machinery such as a bucket loader can run on this grating 18.

前記骨材排出口12からは、常に骨材Wがその
自重圧で排出した状態となり、その排出した骨材
Wは、その全てが安息角の範囲内にある前記ホツ
パ14内に落ち込んでいくようになつている。し
たがつてこの状態が保持されるべく、骨材排出口
12とホツパ14の大きさが骨材Wの流動状態に
対応して設定されている。
The aggregate W is always discharged from the aggregate discharge port 12 under its own weight pressure, and all of the discharged aggregate W falls into the hopper 14 within the range of the angle of repose. It's getting old. Therefore, in order to maintain this state, the sizes of the aggregate discharge port 12 and the hopper 14 are set in accordance with the flow state of the aggregate W.

なお、第1図中19は、骨材排出口12からホ
ツパ14までの間に存する骨材Wを風雨等から保
護するための囲い、20は貯蔵部10内に溜まる
水を除去するため弁21によつて開閉される水抜
き孔である。
In addition, 19 in FIG. 1 is an enclosure for protecting the aggregate W existing between the aggregate discharge port 12 and the hopper 14 from wind and rain, and 20 is a valve 21 for removing water accumulated in the storage section 10. This is a drainage hole that is opened and closed by the

上記のように構成された骨材サイロ(貯蔵サイ
ロ)22によれば、前述したごとく、貯蔵部10
の開口11cから投入された骨材Wが、自重圧に
よつて骨材排出口12から貯蔵部10外に排出さ
れてホツパ14内に落とし込まれ、このホツパ1
4内に止まることにより、貯蔵部10内に骨材W
が貯蔵された状態が保持される。
According to the aggregate silo (storage silo) 22 configured as described above, as described above, the storage section 10
The aggregate W inputted from the opening 11c is discharged from the aggregate outlet 12 to the outside of the storage section 10 by its own weight and is dropped into the hopper 14.
4, the aggregate W is stored in the storage section 10.
The stored state is maintained.

そして、骨材Wを取り出すときには、切出しフ
イーダ17を開閉してベルトコンベヤ15の上に
必要量落とし込む。
When taking out the aggregate W, the cutting feeder 17 is opened and closed to drop the necessary amount onto the belt conveyor 15.

また、骨材Wが骨材排出口12より排出される
に至らないまでにその貯蔵量が少ない場合、すな
わち、第1図の破線A以下のデツドストツク状態
の骨材Wは、前記グレーチング18上を経て貯蔵
部10内に進入させたバケツトローダにより骨材
Wを運搬してホツパ14内に投入する。
Furthermore, if the amount of aggregate W stored is too small to be discharged from the aggregate discharge port 12, that is, the aggregate W in a dead stock state below the broken line A in FIG. Then, the aggregate W is transported by the bucket loader that has entered the storage section 10 and is thrown into the hopper 14.

しかしてこの骨材サイロ22は、側壁11bに
骨材排出口12が設けられ、貯蔵部10内に貯蔵
される骨材Wの荷重を、地盤Lに直接接する1層
の床部11aで受ける構造であるから、この床部
11aの構築にかかる材料の削減ならびに工期の
短縮が図られる。また、ホツパ14と切出しフイ
ーダ17が受ける骨材Wの荷重は小さく、これら
の耐久性が向上する。
However, the lever aggregate silo 22 has a structure in which the side wall 11b is provided with an aggregate discharge port 12, and the load of the aggregate W stored in the storage section 10 is received by the one-layer floor section 11a that is in direct contact with the ground L. Therefore, it is possible to reduce the amount of materials required to construct the floor portion 11a and shorten the construction period. Further, the load of the aggregate W that the hopper 14 and the cutting feeder 17 receive is small, and their durability is improved.

また,貯蔵部10が地盤Lに直接立設されてい
るから、第2図に示した従来の骨材サイロ1と比
較して明らかなように、貯蔵部10の高さが同じ
であるならば、全高を低くすることができて安全
性が高まり、また同じ高さにするならば、貯蔵量
を増大することができる。すなわち、骨材Wの荷
重を地盤Lで直接受けるから、高層化を実現でき
る。
Furthermore, since the storage section 10 is installed directly on the ground L, as is clear from the comparison with the conventional aggregate silo 1 shown in Fig. 2, if the height of the storage section 10 is the same, , the total height can be lowered, increasing safety, and if the height is kept the same, the storage capacity can be increased. That is, since the load of the aggregate W is directly received by the ground L, it is possible to realize a high rise.

さらに、貯蔵部10内に骨材Wを投入せずに直
接ホツパ14に骨材Wを投入することができるの
で、たとえば、貯蔵部10内に骨材Wを投入する
装置が故障するなど不具合が生じた場合でも、ア
スフアルトプラントの停止を招くおそれがないと
いつた利点もある。
Furthermore, since the aggregate W can be directly charged into the hopper 14 without charging the aggregate W into the storage section 10, problems such as malfunction of the device for charging the aggregate W into the storage section 10 can be avoided. Another advantage is that even if this occurs, there is no risk of the asphalt plant being shut down.

また、壁体11の床部11aに対して形成され
た水抜き孔20は、床部11aの強度にさほど影
響を与えないので大きくすることができ、このた
め、排水性の向上にともなう骨材Wの含水率の低
減が図られ、後の工程で骨材Wを加熱する際の省
エネルギー化が図られる。
In addition, the drainage hole 20 formed in the floor part 11a of the wall body 11 can be made large because it does not have much influence on the strength of the floor part 11a. It is possible to reduce the water content of W, and to save energy when heating the aggregate W in a later step.

[考案の効果] 以上説明したように、本考案の貯蔵サイロによ
れば、筒状体からなる貯蔵部が、その底部が地盤
等の基盤上に設置された状態でこの基盤に立設さ
れ、貯蔵部の側壁下部に貯蔵物排出口が形成さ
れ、この貯蔵部排出口に臨む前記基盤にピツトが
設けられ、このピツト内に、前記貯蔵物排出口か
ら排出される貯蔵物を受けるホツパが設置されて
なることを特徴とするから、以下の効果を奏す
る。
[Effects of the invention] As explained above, according to the storage silo of the invention, the storage section made of a cylindrical body is erected on the base such as the ground with the bottom part installed on the base, A stored material discharge port is formed in the lower part of the side wall of the storage section, a pit is provided on the base facing the storage section discharge port, and a hopper is installed in the pit to receive the stored material discharged from the stored material discharge port. Since it is characterized by the following effects, the following effects are achieved.

貯蔵部は、その底部が地盤等の基盤上に設置
した状態で基盤に立設されていることにより、
貯蔵部内の貯蔵物の荷重は、直接基盤で受け、
貯蔵部の底部にかかる荷重が低減する構造とな
つているから、貯蔵部の底部を特に強化させる
必要がなく、その結果、貯蔵部を構築する際、
材料の削減ならびに工期の短縮が図られるとと
もに、貯蔵部の高層化を実現できることによつ
て、貯蔵量の増大が可能となる。
The storage section is installed upright on the foundation with the bottom part installed on the foundation such as the ground.
The load of the stored items in the storage section is directly received by the foundation,
Since the structure reduces the load applied to the bottom of the storage, there is no need to particularly strengthen the bottom of the storage, and as a result, when constructing the storage,
In addition to reducing the amount of materials and construction period, the storage capacity can be increased by making the storage section higher-rise.

ホツパは、貯蔵部内の貯蔵物全ての荷重を受
けることがなく、貯蔵物排出口から側方に排出
されてホツパ内に排出された分だけの少ない量
の荷重しか受けないから、ホツパの耐久性が向
上する。
The hopper does not receive the entire load of the stored items in the storage section, but only receives a small amount of load from the stored items discharged laterally from the stored items discharge port into the hopper, which increases the durability of the hopper. will improve.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示す側断面図、第
2図は従来の貯蔵サイロの一例を示す側断面図で
ある。 10……貯蔵部、11……壁体、11b……側
壁、12……骨材排出口(貯蔵物排出口)、13
……ピツト、14……ホツパ、22……骨材サイ
ロ(貯蔵サイロ)、W……骨材(貯蔵物)。
FIG. 1 is a side sectional view showing an embodiment of the present invention, and FIG. 2 is a side sectional view showing an example of a conventional storage silo. 10...Storage part, 11...Wall body, 11b...Side wall, 12...Aggregate discharge port (stored material discharge port), 13
... pit, 14 ... hoppa, 22 ... aggregate silo (storage silo), W ... aggregate (storage).

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 筒状体からなる貯蔵部が、その底部が地盤等の
基盤上に設置された状態でこの基盤に立設され、
貯蔵部の側壁下部に貯蔵物排出口が形成され、こ
の貯蔵物排出口に臨む前記基盤にピツトが設けら
れ、このピツト内に、前記貯蔵物排出口から排出
される貯蔵物を受けるホツパが設置されてなるこ
とを特徴とする貯蔵サイロ。
A storage section made of a cylindrical body is erected on this base with its bottom part set on the base such as the ground,
A stored material discharge port is formed in the lower part of the side wall of the storage section, a pit is provided on the base facing the stored material discharge port, and a hopper is installed in the pit to receive the stored material discharged from the stored material discharge port. A storage silo characterized by:
JP1989152395U 1989-12-28 1989-12-28 Expired - Lifetime JPH0544317Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989152395U JPH0544317Y2 (en) 1989-12-28 1989-12-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989152395U JPH0544317Y2 (en) 1989-12-28 1989-12-28

Publications (2)

Publication Number Publication Date
JPH0390897U JPH0390897U (en) 1991-09-17
JPH0544317Y2 true JPH0544317Y2 (en) 1993-11-10

Family

ID=31698662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989152395U Expired - Lifetime JPH0544317Y2 (en) 1989-12-28 1989-12-28

Country Status (1)

Country Link
JP (1) JPH0544317Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59227627A (en) * 1983-06-06 1984-12-20 Koubukuro Kosakusho:Kk Material delivering device in circular silo

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5767990U (en) * 1980-10-13 1982-04-23

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59227627A (en) * 1983-06-06 1984-12-20 Koubukuro Kosakusho:Kk Material delivering device in circular silo

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JPH0390897U (en) 1991-09-17

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