JPH03187886A - Silo structure and draining method - Google Patents

Silo structure and draining method

Info

Publication number
JPH03187886A
JPH03187886A JP1327517A JP32751789A JPH03187886A JP H03187886 A JPH03187886 A JP H03187886A JP 1327517 A JP1327517 A JP 1327517A JP 32751789 A JP32751789 A JP 32751789A JP H03187886 A JPH03187886 A JP H03187886A
Authority
JP
Japan
Prior art keywords
sand
water
silo
mat
sand mat
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.)
Pending
Application number
JP1327517A
Other languages
Japanese (ja)
Inventor
Hiroyuki Kubo
裕之 久保
Kazuyoshi Sakamoto
和義 坂本
Noriji Miyake
紀治 三宅
Hideaki Masuko
英明 増子
Atsumori Murata
村田 敦盛
Kiyoyuki Tokizawa
常沢 清之
Naoyuki Iyoda
伊與田 直行
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Asano Concrete Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Asano Concrete Corp
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 Shimizu Construction Co Ltd, Shimizu Corp, Asano Concrete Corp filed Critical Shimizu Construction Co Ltd
Priority to JP1327517A priority Critical patent/JPH03187886A/en
Publication of JPH03187886A publication Critical patent/JPH03187886A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To prevent a sediment phenomenon completely without increasing the water content in percent of dry weight of sand on the bottom side even at the time of storage for a prolonged term by laying a sand mat for water catchment on a base to which a drip hole is formed. CONSTITUTION:A plurality of drip holes 12 are formed to a bottom 11 and a sand mat 13 for water catchment is laid on the whole surface of the bottom 11 while covering the drip holes 12 in the structure of a silo 1. Punching metals 14 (made of stainless steel) are disposed onto the sand mat 13 for water catchment, and structure in which total weight of sand 2 stored in not applied to the sand mat 13 for water catchment is formed. The sand mat 13 for water catchment does not display a sediment phenomenon by a special filtering function. The other ends of the drip holes 12 are communicated with a drain pipe 121, and water can be drained naturally or drained forcibly by a pump, etc.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

本発明は、コンクリートの骨材として使用される砂、軽
量骨材等を貯溜するサイロの構造とその排水方法に関す
るものである。
The present invention relates to the structure of a silo for storing sand, lightweight aggregate, etc. used as aggregate for concrete, and a method for draining the silo.

【従来の技術】[Conventional technology]

コンクリートの骨材として使用される砂は、水分量の限
度を定めて購入され、使用時までサイロに貯溜される。 そして、コンクリートを製造する際に、サイロの底等に
設けた搬出口から振動フィーダー等の適宜の搬出手段を
用いて計量搬出されている。
The sand used as aggregate for concrete is purchased with a moisture content limit and stored in silos until it is ready for use. When producing concrete, it is metered and transported out from an exit provided at the bottom of the silo or the like using an appropriate transport means such as a vibrating feeder.

【発明が解決しようとする課題】[Problem to be solved by the invention]

しかしながら、近年砂事情が逼迫し、含水比を規格通り
守らせると購入コストが高くなったり、納期遅れが出る
ため、含水比の高い砂をやむなく購入するケースが増加
している。 上記した理由から含水比の高い砂を購入してサイロに貯
溜すると、時間の経過と共に砂に付着していた水がサイ
ロ1の底部に沈降し、流砂現象が発生して種々の不都合
を引き起こしている。即ち、サイロ底面に設けた砂2の
搬出口15には計量搬出可能な振動フィーダー3等が配
設されているが、多量の水と共存する砂2は、流砂とな
って流出するため振動フィーダー3による搬出量の制御
が全く出来なくなる。又、振動フィーダー3、搬送用コ
ンベヤー4等から砂2が溢流して搬送不能となったり、
或いはバッチャ−プラントへの送りコンベヤー上(急勾
配、又は垂直コンベヤー)で砂が逆流し、搬送不能とな
ることもある。更には、振動フィーダー3の運転を完全
に停止しても、搬出口15が広く開口していると、砂2
は流砂となって流れ出して振動フィーダー3、搬送用コ
ンベヤー4等を埋めることもある。 このため、第3図に示す様に購入した砂2を一旦仮置き
して十分水切りしてからサイロ1に貯溜するとか、底部
の多量の水を含む砂2の一部を搬出しては上方から再投
入し、局部的に多量の水と共存する砂2が出来ないよう
にしたり、或いは搬出を中断する時には、振動フィーダ
ー3をシート5によってカバーするなどの措置が講じら
れているが、仮置きして水切りする方法は広い敷地を必
要とするばかりか、サイロ1への再投入に人手を要する
と云う問題点があり、底部の多量に水を含む砂2を搬出
して上方から再投入する方法は、夜間も運転しなければ
ならないので膨大な運転費と人件費が必要となり、著し
いコストアップが避けられない。又、振動フィーダー3
にシート5をかけて置く方法は、短時間であればそれな
りの効果はあるが、長時間に渡ると、再始動する時に激
しい流砂現象が起こって、多量の砂2が一気に振動フィ
ーダー3の上に流れ落ちるため賞品に採用することは出
来ない。 従って、被貯溜物として含水比の高い砂が投入された場
合にも、流砂現象の原因となる水を効果的に取り除くこ
とが出来るサイロの構造と、排水方法の開発が待たれて
いた。
However, in recent years, the sand situation has become tighter, and if the moisture content is kept within the standard, purchasing costs will increase and delivery will be delayed, so there are an increasing number of cases where sand with a high moisture content has no choice but to be purchased. For the reasons mentioned above, if sand with a high water content is purchased and stored in a silo, over time the water adhering to the sand will settle to the bottom of silo 1, causing a quicksand phenomenon and causing various inconveniences. There is. That is, a vibrating feeder 3, etc., which can weigh and carry out the sand 2 provided at the bottom of the silo is installed, but since the sand 2 that coexists with a large amount of water flows out as quicksand, the vibrating feeder 3, the amount of discharge cannot be controlled at all. In addition, the sand 2 may overflow from the vibrating feeder 3, conveyor 4, etc. and become unable to be conveyed.
Alternatively, sand may flow back onto the conveyor (steep slope or vertical conveyor) leading to the batcher plant, making it impossible to convey it. Furthermore, even if the operation of the vibrating feeder 3 is completely stopped, if the outlet 15 is wide open, the sand 2
may flow out as quicksand and bury the vibrating feeder 3, conveyor 4, etc. For this reason, as shown in Fig. 3, purchased sand 2 may be placed temporarily and drained thoroughly before being stored in the silo 1, or a portion of the sand 2 containing a large amount of water at the bottom may be carried out and placed above. Measures are taken to prevent the formation of sand 2 that coexists with a large amount of water locally, or to cover the vibrating feeder 3 with a sheet 5 when discharging is interrupted. The method of draining the water by placing it in the silo not only requires a large area, but also requires manpower to reload the sand into the silo 1. Sand 2, which contains a large amount of water at the bottom, is carried out and reloaded from above. This method requires huge operating costs and personnel costs, as it requires driving at night, and a significant increase in costs is unavoidable. Also, vibration feeder 3
The method of placing the sheet 5 over the vibrating feeder 3 is effective for a short period of time, but if it continues for a long time, a violent sand phenomenon will occur when restarting, and a large amount of sand 2 will be thrown onto the vibrating feeder 3 at once. It cannot be used as a prize because it will be lost. Therefore, the development of a silo structure and a drainage method that can effectively remove the water that causes quicksand even when sand with a high water content is put in as storage material has been awaited.

【課題を解決するための手段】[Means to solve the problem]

本発明は上記した従来技術の課題を解決するためになさ
れたもので、水抜き孔が設けられた底面に、集水用サン
ドマットを敷設したことを特徴とするサイロ構造であり
、被貯溜物に付着等してサイロ内に持ち込まれる水を、
底面に敷設した集水用サンドマットに集め、該集水用サ
ンドマットの下に設けられた水抜き孔から排水すること
を特徴とするサイロの排水方法である。
The present invention has been made in order to solve the problems of the prior art described above, and is a silo structure characterized by having a sand mat for collecting water laid on the bottom surface provided with drainage holes. Water that is brought into the silo by adhering to
This water drainage method for a silo is characterized by collecting water on a water collection sand mat laid on the bottom surface and draining water from a drainage hole provided under the water collection sand mat.

【作用】[Effect]

砂等の被貯溜物に付着等してサイロ内に持ち込まれた水
は、時間の経過と共に滲み出てサイロの底部に沈降する
が、サイロの底面には集水用サンドマットが敷設されて
いるため、沈降した水は底部の砂と共存することなく前
記集水用サンドマットに集水され、更に集水用サンドマ
ットの下に設けられた水抜き孔から排出される。このた
め、底部に搬出口が設けられていても、該搬出口から搬
出される砂には殆ど水は付着してないため、振動フィー
ダー等の適宜の搬出手段によって安定的に計量搬出され
る。
Water that is brought into the silo by adhering to sand or other stored materials oozes out over time and settles to the bottom of the silo, but a sand mat is placed on the bottom of the silo to collect water. Therefore, the settled water is collected in the water collection sand mat without coexisting with the sand at the bottom, and is further discharged from the drainage holes provided under the water collection sand mat. Therefore, even if an outlet is provided at the bottom, almost no water adheres to the sand carried out from the outlet, so that the sand is stably measured and carried out by an appropriate carrying means such as a vibrating feeder.

【実施例】【Example】

つぎに本発明を図示の一実施例に基づいて詳細に説明す
る。 例示した本発明になるサイロ1の構造は、底部11に複
数個の水抜き孔12が設けられ、該水抜き孔12を覆っ
て集水用サンドマット13が底部11の全面に敷設され
ている。該集水用サンドマット13の上にはパンチング
メタル14(例えばステンレス鋼製)が配設されて、貯
溜した砂2の全重量が集水用サンドマット13にかかる
ことがない構造となっている。 前記集水用サンドマット13は、特殊な濾過機能により
流砂現象を呈することがない。又、前記水抜き孔12の
他端は排水管121に連通されて自然排水、或いはポン
プ等による強制排水可能となっている。 尚、符号15は底部11に設けられた砂2の搬出口であ
り、従来のサイロに設けられていたものと構造は特に変
わるものではなく、開閉手段はあっても良いし、なくて
も構わない。又、搬出口!5の下方に設ける適宜の搬出
手段、例えば支持スプリング31によって吊り下げられ
、起振機32により振動数、振幅等を調整可能な電磁式
振動フィーダー3の構成も特に変わるものではないし、
該振動フィーダー3の搬出側先端部に設ける搬送用コン
ベヤー4等の構成も特に変わるものではない。 ところで、パンチングメタル14に穿設する穴141は
、貯溜する砂2の10〜50倍程度の大きさのものを面
積率で5〜30%程度設けて置けば、目詰まりすること
なり、シかも効果的に水を集水用サンドマット13側に
沈降させることが出来る。又、パンチングメタル14の
代わりに、水を容易に透過することの出来る織布又は不
織布、或いは薄膜等を利用することも出来るし、パンチ
ングメタル14とこれらを併用するものであっても良い
。しかし、被貯溜物が比較的少ない時にはパンチングメ
タル14等を設けなくても構わない。
Next, the present invention will be explained in detail based on an illustrated embodiment. The illustrated structure of the silo 1 according to the present invention is such that a plurality of drainage holes 12 are provided in the bottom 11, and a sand mat 13 for collecting water is laid over the entire surface of the bottom 11 to cover the drainage holes 12. . A punching metal 14 (for example, made of stainless steel) is placed on top of the water collecting sand mat 13, so that the entire weight of the stored sand 2 is not applied to the water collecting sand mat 13. . The sand mat 13 for collecting water does not exhibit a quicksand phenomenon due to its special filtering function. The other end of the water drain hole 12 is connected to a drain pipe 121 to allow natural drainage or forced drainage using a pump or the like. The reference numeral 15 is an outlet for sand 2 provided at the bottom 11, and the structure is not particularly different from that provided in conventional silos, and an opening/closing means may or may not be provided. do not have. Also, the loading exit! The configuration of the electromagnetic vibrating feeder 3, which is suspended by an appropriate conveyance means provided below the feeder 5, such as a support spring 31, and whose frequency, amplitude, etc. can be adjusted by a vibrator 32, is not particularly changed.
The structure of the conveyor 4 and the like provided at the distal end of the vibrating feeder 3 on the discharge side is also not particularly changed. By the way, if the hole 141 drilled in the punching metal 14 is made with 5 to 30% area ratio of sand 10 to 50 times the size of the sand 2 to be stored, it may become clogged. Water can be effectively settled on the water collecting sand mat 13 side. Further, instead of the punching metal 14, a woven or nonwoven fabric, a thin film, or the like that can easily transmit water may be used, or these may be used in combination with the punching metal 14. However, when the amount of material to be stored is relatively small, it is not necessary to provide the punching metal 14 or the like.

【発明の効果】【Effect of the invention】

以上説明した様に本発明によれば、砂等の被貯溜物に付
着等してサイロ内に持ち込まれた水は、時間の経過と共
に滲み出てサイロの底部に沈降するが、サイロの底面に
は集水用サンドマットが敷設されているため、沈降した
水は底部の砂と共存することなく前記集水用サンドマッ
トに集水され、更に集水用サンドマットの下に設けられ
た水抜き孔から排水される。このため、長期間貯溜して
いても底部側の砂の含水比が上がることがなく、流砂現
象を完全に防止することが出来る。 従って、含水比が規格内にある砂にしか使用することが
出来なかった搬出手段(例えば振動フィーダー)、搬送
用コンベヤー等をそのまま使用しても、砂の溢流等は全
くなく安定して計量搬出されるので、水切りのための仮
置きが不要となり、スペースの節約と再移動の手間が省
略出来、溢流していた砂等の清掃も同時に不要となった
。 又、昼夜に関係なく底部の多量に水を含む砂の一部を搬
出しては上方から再投入していたリサイクル運転も不要
となったため、膨大な運転費と人件費の削減も可能とな
った。 上記した様に、本発明によれば含水比が高い砂であって
も、従来使用の搬出手段等を使用して、含水比の低い砂
の時と同様に精度良く計量搬出することが出来るため、
含水比が高いために廉価に購入可能な砂を購入してコス
トを積極的に低減することも出来る。 尚、被貯溜物としては砂だけでなく、他の軽量骨材も使
用前にサイロ上方より散水してから搬出するため、上記
した砂と同様極めて顕著な効果を奏するものである。
As explained above, according to the present invention, water that is brought into the silo by adhering to stored materials such as sand oozes out over time and settles to the bottom of the silo. Because a water collection sand mat is installed, the settled water is collected on the water collection sand mat without coexisting with the sand at the bottom. Water is drained from the hole. Therefore, even if the sand is stored for a long period of time, the moisture content of the sand at the bottom does not increase, and the sand quicksand phenomenon can be completely prevented. Therefore, even if you use a transport means (such as a vibrating feeder) or a transport conveyor that could only be used for sand with a moisture content within the specifications, there will be no overflow of sand and the measurement will be stable. Since it is carried out, there is no need to temporarily store it for draining, saving space and eliminating the trouble of re-moving it, as well as eliminating the need to clean up overflowing sand, etc. Additionally, there is no longer a need for a recycling operation in which a portion of the sand containing a large amount of water at the bottom is taken out and re-injected from above, regardless of day or night, making it possible to significantly reduce operating costs and labor costs. Ta. As described above, according to the present invention, even sand with a high water content can be weighed and transported with the same precision as sand with a low water content using conventional transport means. ,
It is also possible to actively reduce costs by purchasing sand that can be purchased at a low price due to its high moisture content. In addition, not only sand but also other lightweight aggregates are stored in the silo after being sprinkled with water from above the silo before being carried out, so they have the same remarkable effect as the sand described above.

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

第1図は本発明の実施例を断面で示す説明図、第2図と
第3図は従来例を示す説明図である。 1・・・サイロ、 11・・・底部、 12・・・水抜き孔、 13・・・集水用サンドマット、 14・・・パンチングメタル、 15・・・搬出口、 2・・・砂、 3・・・振動フィーダー 31・・・支持スプリング、 32・・・起振機、 4・・・搬送コンベヤー 5・・・シート。
FIG. 1 is an explanatory diagram showing an embodiment of the present invention in cross section, and FIGS. 2 and 3 are explanatory diagrams showing a conventional example. DESCRIPTION OF SYMBOLS 1...Silo, 11...Bottom, 12...Drainage hole, 13...Sand mat for water collection, 14...Punching metal, 15...Export port, 2...Sand, 3... Vibration feeder 31... Support spring, 32... Vibrator, 4... Conveyor 5... Sheet.

Claims (2)

【特許請求の範囲】[Claims] (1)水抜き孔が設けられた底面に、集水用サンドマッ
トを敷設したことを特徴とするサイロ構造。
(1) A silo structure characterized by having a sand mat for collecting water laid on the bottom surface with drainage holes.
(2)被貯溜物に付着等してサイロ内に持ち込まれる水
を、底面に敷設した集水用サンドマットに集め、該集水
用サンドマットの下に設けられた水抜き孔から排水する
ことを特徴とする排水方法。
(2) Water that adheres to stored materials and is brought into the silo is collected on a water collection sand mat placed on the bottom, and drained from the drain hole provided under the water collection sand mat. A drainage method characterized by:
JP1327517A 1989-12-18 1989-12-18 Silo structure and draining method Pending JPH03187886A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1327517A JPH03187886A (en) 1989-12-18 1989-12-18 Silo structure and draining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1327517A JPH03187886A (en) 1989-12-18 1989-12-18 Silo structure and draining method

Publications (1)

Publication Number Publication Date
JPH03187886A true JPH03187886A (en) 1991-08-15

Family

ID=18200003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1327517A Pending JPH03187886A (en) 1989-12-18 1989-12-18 Silo structure and draining method

Country Status (1)

Country Link
JP (1) JPH03187886A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2477973A (en) * 2010-02-20 2011-08-24 Peter David Wilson Bulk feeder
CN113460627A (en) * 2021-08-05 2021-10-01 成都大宏立机器股份有限公司 Feeding device for wet-method machine-made sand production line

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2477973A (en) * 2010-02-20 2011-08-24 Peter David Wilson Bulk feeder
GB2477973B (en) * 2010-02-20 2012-02-15 Peter David Wilson Bulk feeders
CN113460627A (en) * 2021-08-05 2021-10-01 成都大宏立机器股份有限公司 Feeding device for wet-method machine-made sand production line

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