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
JP3639503B2 - Sediment modifier supply equipment - Google Patents
[go: Go Back, main page]

JP3639503B2 - Sediment modifier supply equipment - Google Patents

Sediment modifier supply equipment Download PDF

Info

Publication number
JP3639503B2
JP3639503B2 JP2000185633A JP2000185633A JP3639503B2 JP 3639503 B2 JP3639503 B2 JP 3639503B2 JP 2000185633 A JP2000185633 A JP 2000185633A JP 2000185633 A JP2000185633 A JP 2000185633A JP 3639503 B2 JP3639503 B2 JP 3639503B2
Authority
JP
Japan
Prior art keywords
earth
sand
modifier
supply device
bag
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
JP2000185633A
Other languages
Japanese (ja)
Other versions
JP2002004331A (en
Inventor
一雅 澤
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP2000185633A priority Critical patent/JP3639503B2/en
Publication of JP2002004331A publication Critical patent/JP2002004331A/en
Application granted granted Critical
Publication of JP3639503B2 publication Critical patent/JP3639503B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、上下水道やガス等の管、電気や電話等のケーブルを埋設又は修理のために路面等を掘削した際に出る掘削土砂や、トンネル工事の際の掘削土砂等これら掘削工事によって掘削された掘削土砂に石灰やセメント等の土砂改質材を添加し撹拌して掘削土砂を改質し、再び埋め戻し材として利用するための改良土を製造する土砂改質装置の土砂改質材供給装置の内部に設けたスクリーン上面に錐形状の開袋体を設けた土砂改質材供給装置に関するものである。
【0002】
【従来の技術】
従来より建設残土と称される上下水道やガス等の管、電気や電話等のケーブルを埋設又は修理のために路面等を掘削した際に出る掘削土砂やトンネル工事の際の掘削土砂等は、建設残土として多量に発生している。これらの建設残土は、従来はそのままその作業現場の近くの山間部あるいは比較的近接した海辺に搬送して埋めたりして処理されていた。
【0003】
しかし、これら埋め立てに適した場所を確保することが近年難しくなってきており、遠くの場所に建設残土を搬送するに要する費用も多額の費用を要し、また、例え場所的に確保できたとしても埋め立てに対する環境面での規制もあり、建設残土を従来のようにただ単に山間部や海辺に搬送して埋めたてることも困難である。
【0004】
建設残土を掘削作業現場において、オンサイトで埋め立て処理することが可能であればよいが、一度掘削された建設残土には、砂利やヘドロ、アスファルト片、岩片、コンクリート片等が混在していたり、また、埋め戻し材として利用するには土としての粒径が不揃いであると共に各土粒間の粘結力も劣化しており、これを路床の掘削溝の埋め立て土砂として再利用しても地盤としての必要な支持力を得るのが難しい。
【0005】
このため、作業現場で発生した掘削土砂をそのまま埋め立てるための土砂として利用することはできないため、埋め立てに必要な良質な土砂を新たに購入し、埋め立てすべき作業現場に搬入して埋め立て土砂として利用している。しかしながら、このように一度掘削して建設残土として発生した掘削土砂もただ捨ててしまえば単なる廃棄物にすぎないが、これに改質処理をすることにより再度資材として有効に利用するため、掘削土砂に石灰やセメント等の土砂改質材を添加して掘削土砂を改質するための掘削土砂改質装置が種々知られている。
【0006】
掘削土砂改質装置は図1に図示されているように、掘削土砂破砕装置1と土砂改質材供給装置4と混合撹拌装置3とから構成されている。更に、掘削土砂破砕装置1の下方と混合撹拌装置3の上部に亘って、掘削土砂破砕装置1の破砕装置によって破砕し篩装置によって一定の大きさ以下となった篩下の掘削土砂を混合撹拌装置3に搬送供給するためのベルトコンベア2が配置されており、混合撹拌装置3の上部には、石灰やセメント等の土砂改質材を投入供給する土砂改質材供給装置4が設けられている。そして、混合撹拌装置3の下部には、掘削土砂と土砂改質材とが混合撹拌された再度資材として排出された改質土がベルトコンベア5の上に排出されて、ストックヤード6に搬送堆積され、改質再生された埋め立て用の土砂として利用される。
【0007】
従来の掘削土砂改質装置の混合撹拌装置3に土砂改質材を投入供給する土砂改質材供給装置4は、図6、7に図示されているように、平面形状が円形又は四角形状である周壁部7と、この周壁部7に続く底部8に土砂改質材排出シュート10を、また周壁部7の上部には土砂改質材が搬入される土砂改質材搬入口9が設けられている。土砂改質材供給装置4の内部の底部8近くには、格子状又はアミ状のスクリーン11が設けられ、その下にはシャッター装置を有する土砂改質材排出シュート10が設けられており、シャッター装置の開閉によって土砂改質材が土砂改質材排出シュート10から混合撹拌装置3に送られる。
【0008】
そして、この土砂改質材供給装置4への石灰やセメント等の土砂改質材の投入は、1トン前後の土砂改質材を収納したフレコンバック(通称トン袋)と称される布製の袋体14をクレーンなどの搬送手段の吊下げロープの吊下げフック15を土砂改質材供給用布製の袋体14に取付た吊上げロープ16に掛けて吊上げ、土砂改質材供給装置4上部の土砂改質材搬入口9のところまでに搬入し、その側にいる作業員が土砂改質材を収納した土砂改質材供給用布製の袋体14の底を刃物などで切り開いて、該布製の袋体14から土砂改質材を土砂改質材供給装置4の中に落下させ投入している。
【0009】
また、該布製の袋体14の底を切り開くために、土砂改質材供給装置4内部の底部8近くに設けたスクリーン11の上に、刃体の頂点13を上方に尖らしその下部は放射状に拡がる四本の刃体12を設け、クレーンなどの搬送手段によって土砂改質材供給装置4の内部に該布製の袋体14を土砂改質材供給装置4上部の土砂改質材搬入口9から吊下ろして搬入し、該布製の袋体14の底を前記刃体12の頂点13に押し当てることによって土砂改質材供給用布製の袋体14の底部を切り開いて、土砂改質材供給装置4の内部に前記布製の袋体14の底から土砂改質材を投入するようにしたりしている。
【0010】
【発明が解決しようとする課題】
しかしながら、従来の土砂改質材供給装置4上部の土砂改質材供給口9に土砂改質材を搬入し、土砂改質材供給装置4内部に土砂改質材を投入する際、土砂改質材を収納した土砂改質材供給用布製の袋体14の底を側にいる作業員が刃物などで切り開いて投入するのでは、土砂改質材供給装置4内部に該布製の袋体14が未だ完全に入っていない状態で該布製の袋体14の底部を刃物で切開くため、この切開きによって該布製の袋体14の中に収納されている粉状の土砂改質材が一度に全量が落下するので、土砂改質材供給装置4の周りに飛散してしまい、周辺環境を一時的に悪くするおそれがあり、また、近くで作業をしている作業員が吸い込むおそれがあった。
【0011】
また、土砂改質材供給装置4の内部の底部8近くに設けたスクリーン11に設けた放射状に拡がる四本の刃体12の頂点13に土砂改質材供給装置4内部に搬入された該布製の袋体17の底部を押し当てて該布製の袋体17の底部を切り開らき、該布製の袋体17に収納された土砂改質材を土砂改質材供給装置4内に投入するのでは、前記布製の袋体17は完全に土砂改質材供給装置4内部に収容されてはいるものの、土砂改質材供給装置4内部に前記布製の袋体17を搬入し易いようにするため、土砂改質材供給装置4の開口幅よりも該布製の袋体14の径が小さくなっているため、土砂改質材供給装置4の周壁部7と該布製の袋体14の側面との間には隙間18があり、この隙間18から投入によって飛散する土砂改質材が土砂改質材供給装置4の周りに飛散してしまう恐れがある。
【0012】
そこで、本発明は上述した課題によりなされたもので、周壁部で画成された土砂改質材供給装置の内部に設けたスクリーン上面に、土砂改質材供給装置の内部に搬入された袋体の底を突き破るとともに、袋体の下方部を前記周壁部の内周面に押し付ける周面を有する錐形状の開袋体を設け、この周面を有する錐形状の開袋体に該布製の袋体の底を押し当てることによって切り開かれた該布製の袋体の底から土砂改質材が該錐形状の開袋体の周面に沿って、丁度富士山のすそ野を形成するように流出する。そして、この流出する土砂改質材は、該布製の袋体の切り開かれた下方部を土砂改質材供給装置の周壁部側に押し付けて密着させるので、土砂改質材供給装置の周壁部側に常に押し付け密着された該布製の袋体の切り開かれた下方部は、この状態のまま該布製の袋体を吊り上げても土砂改質材の飛散を防ぐフタのような役目をして、該布製の袋体と土砂改質材供給装置の周壁部との間に粉状の土砂改質材が飛散する隙間を無くすようにした土砂改質材供給装置の提供を目的とする。
【0013】
【課題を解決するための手段】
上記の目的を達成するため、本発明の請求項1に記載の発明は、土砂改質装置の土砂改質材供給装置において、周壁部で画成された土砂改質材供給装置内部に設けたスクリーン上面に、土砂改質材供給装置の内部に搬入された袋体を突き破るとともに、袋体の下方部を前記周壁部の内周面に押し付ける周面を有する錐形状の開袋体を設けたことを特徴とするものである。
【0014】
また、上記の目的を達成するため、本発明の請求項2に記載の発明は、錐形状の開袋体は、土砂改質材供給装置の平面形状に対応した形状であることを特徴とするものである。また、上記の目的を達成するため、本発明の請求項3、4に記載の発明は、土砂改質材供給装置の平面形状は円形又は四角形であり、また、前記周面を有する錐形状の開袋体は円錐体又は四角錐体であることを特徴とするものである。
【0015】
また、上記の目的を達成するため、本発明の請求項5に記載の発明は、土砂改質材供給装置の内径もしくは内幅は、投入される土砂改質材袋の外形寸法と略同寸から10%大きく形成されていることを特徴とするものである。
【0016】
【発明の実施の形態】
以下、本発明の掘削土砂改質装置の土砂改質材供給装置の実施の形態を図面によって説明する。図1は、掘削土砂改質装置の全体配置図、図2は、本発明の周面を有する円錐体の開袋体を使用した土砂改質材供給装置の縦断面図、図3は、周面を有する円錐体の開袋体をスクリーン上面に設けた概略平面図、図4は、土砂改質材の流れ状態図、図5は、周面を有する四角錐体の開袋体をスクリーン上面に設けた概略平面図である。
【0017】
本発明の掘削土砂改質装置の全体配置図について説明すると、従来公知の掘削土砂改質装置と同様に図1で先に説明したように掘削土砂破砕装置1と土砂改質材供給装置4と混合撹拌装置3とからなっている。そして更に、掘削土砂破砕装置1の下方と混合撹拌装置3の上部に亘って、掘削土砂破砕装置1の破砕装置によって破砕し篩装置によって一定の大きさ以下となった篩下の掘削土砂を混合撹拌装置3に搬送供給するためのベルトコンベア2が配置されており、そして、混合撹拌装置3の下部には、掘削土砂と土砂改質材とが混合撹拌された再度資材として排出された改質土がベルトコンベア5の上に排出されて、ストックヤード6に搬送堆積され、路床等の掘削溝の改質再生された埋め立て土砂としての再利用される。
【0018】
次に、図2、3、4、5により本発明の掘削土砂改質装置の土砂改質材供給装置について説明する。符号4は土砂改質材供給装置で、図2、3、4は水平断面形状が円形である場合の実施の態様を示している。また、図5は土砂改質材供給装置4が水平断面形状が四角形である場合の実施の態様を示している。
【0019】
該土砂改質材供給装置4の周壁部7の上部には土砂改質材が投入される土砂改質材搬入口9が設けられている。そして、土砂改質材供給装置4の周壁部7の下部には、これに続く底部8とこの底部8に続くシャッター装置を有する土砂改質材を排出する土砂改質材排出シュート10とからなっており、周壁部7とこれに続く底部8との接続部に格子状のスクリーン11が設けられており、このスクリーン11の中央部上面には、周面を有する円錐体の開袋体19が設けられている。なお、スクリーン11は必ずしも周壁部7と底部8との接続部に限らず、周壁部7の下方又は底部8の上方に設けても良い。また、スクリーン11は必ずしも格子状のスクリーンに限らず、網状やロッドが並設したタイプのものでも良い。
【0020】
次に、上述のように水平断面形状が円形で内部に設けられた格子状のスクリーン11上面中心部に周面を有する円錐体19を設けた土砂改質材供給装置4に土砂改質材を収納した土砂改質材供給用布製の袋体14によって土砂改質材を投入する場合について説明する。
【0021】
クレーンなどの搬送手段によって土砂改質材供給装置4の内部に土砂改質材供給用布製の袋体14を土砂改質材供給装置4上部の土砂改質材搬入口9から従来同様に搬入される。土砂改質材供給装置4の周壁部7の内周面と土砂改質材供給装置4の内部に搬入された土砂改質材供給用布製の袋体17の外側とには隙間18があるので、該袋体17の底は、土砂改質材供給装置4の内部のスクリーン11上面に設けられた円錐体19の頂点20に押し当たるまで吊り下ろされる。
【0022】
そして、この円錐体19の頂点20は尖っていることから、円錐体19の頂点20は、土砂改質材供給装置4の内部に搬入された該袋体17の底を突き破って開封孔を開け、該袋体17の底は円錐体19で該袋体17に形成された開封孔を更に開きつつ円錐体19の周面を滑りながらスクリーン11の上面まで下ろされる。
【0023】
すると、該袋体17に収納されている土砂改質材は自重による下方への力と、円錐体19の周面に沿いながらの滑り落ちによって土砂改質材供給装置4の周壁部7の内周面に向けての側方への力とが生じる。丁度富士山のすそ野を形成するように流出する。そして、この流出する土砂改質材は、該布製の袋体の切り開かれた下方部を土砂改質材供給装置の周壁部側に押し付けて密着させ、この側方への力によって該袋体17の下方部を前記周壁部7の内周面に押し付けるので、土砂改質材供給装置4の周壁部7の内周面と該袋体17の下方部とは密着し、土砂改質材供給装置4の周壁部7と該袋体17との間にあった隙間18は塞がれる。
【0024】
このような状態にある該袋体17をクレーンなどの搬送手段によって上方に吊り上げると、該袋体17の底は円錐体19の頂点20によって孔が開けられているので、この開封孔開けされた前記袋体17の底から土砂改質材供給装置4内に土砂改質材が放荷される。そして、土砂改質材供給装置4の周壁部7側に常に押し付け密着された該布製の袋体17の切り開かれた下方部は、この状態のまま該布製の袋体17を吊り上げても土砂改質材の飛散を防ぐフタの役目をし、土砂改質材の円錐体19の周面に沿って滑り落ちる際の土砂改質材の側方への力によって常に土砂改質材供給装置4の周壁部7の内周面に押し付けられているので、該袋体17と該周壁部7の内周面との間に形成されている隙間18を塞いで土砂改質材供給装置4の内部に投入された粉末状の土砂改質材が大気中に飛散するための隙間を生じることなく吊り上げられる。
【0025】
このため、従来のように土砂改質材供給装置の内部に設けたスクリーンに放射状に拡がる四本の刃体を設け、この四本の刃体によって土砂改質材供給装置の内部に入れた土砂改質材供給用布製の袋体の底を切り開いて、底から土砂改質材供給装置内に土砂改質材を投入するのでは、土砂改質材供給装置の周壁部と該布製の袋体の側面との間の隙間を通って土砂改質材が土砂改質材供給装置の上部の土砂改質材搬入口から大気中に飛散することがない。
【0026】
土砂改質材供給装置の内部に投入された土砂改質材は、格子状のスクリーン11の格子の間を通って土砂改質材供給装置4の底部8に放荷・堆積され、この底部8に続くシャッター装置を有する土砂改質材を排出する土砂改質材排出シュート10の開閉により、混合撹拌装置3に送り込まれる。
【0027】
また上述では、土砂改質材供給装置の水平断面形状が円形で、内部に設けられた格子状のスクリーン上面に周面を有する円錐体を設けた場合について説明したが、図5に示すように、土砂改質材供給装置の水平断面形状が四角形で、内部のスクリーン上面に周面を有する四角錐体21を設けた場合についても、同様の作用効果を奏することができる。
【0028】
すなわち、土砂改質材供給装置4の内部に吊下げ搬入された土砂改質材供給用布製の袋体17の底は、スクリーン11の上面に設け周面を有する四角錐体21の頂点22によって孔が開けられて開封され、該袋体17に収納されている土砂改質材は四角錐体21の四周面に沿って滑り落ちる際、該袋体17の下方部に側方への力を与えて常に土砂改質材供給装置4の周壁部7の内周面に押し付けているので、該袋体17と該周壁部7の内周面との間に内部に投入された土砂改質材が大気中に飛散するための隙間を生じることなく吊り上げられる。
【0029】
このように、本発明の土砂改質材供給装置は、土砂改質材供給装置の内部に設けたスクリーン上面に、土砂改質材を収納した土砂改質材供給用布製の袋体の底を切開くための周面を有する錐形状の開袋体を設けることによって、
この錐形状の開袋体の周面に該布製の袋体の底を押し当てることによって切り開かれた該布製の袋体の底から土砂改質材が該錐形状の開袋体の周面に沿って、丁度富士山のすそ野を形成するように流出させる。
【0030】
また、土砂改質材供給装置の内径もしくは内幅と投入される土砂改質材袋の外形寸法との寸法比を略1:1もしくは1.1:1としたので、底部を切り開かれた土砂改質材袋体の切り開かれた下方部が流出する土砂改質材によって土砂改質材供給装置の周壁部側に押し付けて密着される。土砂改質材供給装置の周壁部側に常に押し付け密着された該布製の袋体の切り開かれた下方部は、この状態のまま該布製の袋体を吊り上げても土砂改質材の飛散を防ぐフタのような役目をして、該布製の袋体と土砂改質材供給装置の周壁部との間に粉状の土砂改質材が飛散する隙間を無くし、土砂改質材供給装置の内部に土砂改質材を収納した土砂改質材供給用布製の袋体によって土砂改質材を投入する際に土砂改質材供給装置の周壁部と土砂改質材供給用布製の袋体との間に生ずる隙間から土砂改質材の飛散を防止する。
【0031】
【発明の効果】
以上説明したように、本発明の土砂改質材供給装置は、周壁部で画成された土砂改質材供給装置の内部に設けたスクリーン上面に、土砂改質材供給装置の内部に搬入された袋体の底を突き破るとともに、袋体の下方部を前記周壁部の内周面に押し付ける周面を有する錐形状の開袋体を設けることによって、該錐形状の開袋体の周面に沿って土砂改質材供給用布製の袋体内の土砂改質材を土砂改質材供給装置の周壁部側に押しやることにより、土砂改質材供給用布製の袋体を土砂改質材供給装置の周壁部に密着させ、開袋の際に土砂改質材供給装置から粉状の土砂改質材が飛散する隙間を無くしたので、土砂改質材供給装置の内部に土砂改質材を収納した土砂改質材供給用布製の袋体によって土砂改質材を投入する際に土砂改質材供給装置の周壁部と土砂改質材供給用布製の袋体との間に生ずる隙間から土砂改質材の飛散を防止することができる。
【図面の簡単な説明】
【図1】掘削土砂改質装置の全体配置図、
【図2】本発明の周面を有する円錐体の開袋体を使用した土砂改質材供給装置の縦断面図、
【図3】周面を有する円錐体の開袋体をスクリーン上面に設けた概略平面図、
【図4】土砂改質材の流れ状態図、
【図5】周面を有する四角錐体の開袋体をスクリーン上面に設けた概略平面図、
【図6】刃体の開袋体を使用した従来の土砂改質材供給装置の縦断面図、
【図7】刃体の開袋体をスクリーンの上面に設けた概略平面図。
【符号の説明】
1 掘削土砂破砕装置、 2 ベルトコンベア、 3 混合撹拌装置、
4 土砂改質材供給装置、 5 ベルトコンベア、 6 ストックヤード、
7 周壁部、 8 底部、 9 土砂改質材搬入口、
10 土砂改質材排出シュート、 11 スクリーン、 12 刃体、
13 刃体の頂点、 14 土砂改質材供給用の袋体、 15 吊上げフック、
16 吊上げロープ、
17 土砂改質材供給装置の内部に搬入された土砂改質材供給用の袋体、
18 隙間、 19 周面を有する円錐体の開袋体、
20 円錐体の開袋体の頂点、 21 周面を有する四角錐体の開袋体、
22 四角錐体の開袋体の頂点。
[0001]
BACKGROUND OF THE INVENTION
The present invention excavates by excavation such as excavation earth and sand when excavating the road surface for embedding or repairing pipes such as water and sewage and gas, electricity and telephone, etc., and excavation earth and sand during tunnel construction. Sediment modifiers for landslide reformers that add lime, cement, or other sediment modifiers to the excavated sediments, stir them to modify the excavated sediments, and produce improved soil for use as backfill materials again The present invention relates to an earth and sand modifier supply device provided with a cone-shaped bag opening on the upper surface of a screen provided in the supply device.
[0002]
[Prior art]
Excavation earth and sand, etc. that come out when excavating road surfaces etc. for embedding or repairing pipes such as water and sewage, gas, etc., which are conventionally called construction residual soil, etc. A large amount of construction waste is generated. Conventionally, these construction surplus soils have been processed by being transported and buried in mountainous areas near the work site or relatively close seaside.
[0003]
However, it has become difficult in recent years to secure a suitable site for landfill, and the cost required to transport the construction surplus soil to a distant place also requires a large amount of money. However, due to environmental restrictions on landfills, it is difficult to simply transport the construction surplus soil to the mountains and the seaside as before.
[0004]
It is only necessary that the construction surplus soil can be landfilled on-site at the excavation work site, but once construction has been excavated, gravel, sludge, asphalt fragments, rock fragments, concrete fragments, etc. are mixed, In addition, when used as a backfill material, the particle size of the soil is uneven and the cohesion between the soil particles is degraded, and even if this is reused as the reclaimed soil for excavation grooves in the roadbed, It is difficult to obtain the necessary support force.
[0005]
For this reason, the excavated sediment generated at the work site cannot be used as it is for the landfill, so new high-quality soil required for landfill is purchased and transported to the work site to be landfilled. doing. However, if the excavated sediment generated as excavated construction soil once is excavated as such, it is merely a waste. However, since it is effectively used again as a material by reforming it, the excavated sediment is used. 2. Description of the Related Art There are various known excavation and sediment reforming apparatuses for modifying excavated sediment by adding sediment modifiers such as lime and cement to the soil.
[0006]
As shown in FIG. 1, the excavated earth and sand reforming apparatus includes an excavated earth and sand crushing apparatus 1, an earth and sand modifying material supply apparatus 4, and a mixing and agitating apparatus 3. Further, under the excavated earth crushing device 1 and the upper part of the mixing and agitating device 3, the excavated earth and sand under the sieve which has been crushed by the crushing device of the excavated earth and sand crushing device 1 and reduced to a certain size or less by the sieving device are mixed and stirred. A belt conveyor 2 for transporting and supplying to the apparatus 3 is arranged, and an upper part of the mixing and stirring apparatus 3 is provided with an earth and sand modifier supply apparatus 4 for supplying and supplying an earth and sand modifier such as lime and cement. Yes. In the lower part of the mixing and agitating device 3, the modified soil discharged again as a material after mixing and stirring the excavated sediment and the sediment modifying material is discharged onto the belt conveyor 5 and conveyed to the stock yard 6. It is used as landfill for reclaimed land that has been reformed and regenerated.
[0007]
As shown in FIGS. 6 and 7, the earth and sand modifier supply device 4 that supplies and supplies the earth and sand modifier to the mixing and agitating device 3 of the conventional excavated earth and sand reformer has a planar shape that is circular or square. A certain sandy wall part 7 and a sand and sand modifier discharge chute 10 are provided at the bottom part 8 following the sandy wall part 7, and a sand and sand modifier material inlet 9 through which the sand and sand modifier is carried is provided at the top of the peripheral wall part 7. ing. Near the bottom 8 inside the earth-and-sand modifying material supply device 4, a grid-like or ami-like screen 11 is provided, and an earth-and-sand modifying material discharge chute 10 having a shutter device is provided below it. By opening and closing the apparatus, the earth and sand modifier is sent from the earth and sand modifier discharge chute 10 to the mixing and stirring device 3.
[0008]
In addition, when the earth and sand modifying material such as lime and cement is introduced into the earth and sand modifying material supply device 4, a cloth bag called a flexible container bag (commonly referred to as a ton bag) containing about 1 ton of earth and sand modifying material. The body 14 is lifted by hanging a suspension hook 15 of a suspension rope of a conveying means such as a crane on a lifting rope 16 attached to a bag body 14 made of a soil and sand modifier supply cloth, and the earth and sand above the soil and sand modifier supply device 4 The material is loaded up to the reformer entrance 9, and the worker on the side cuts the bottom of the bag 14 made of the soil-and-sand-modified material for supplying the soil-and-sand modified material with a blade or the like. The earth and sand modifier is dropped from the bag body 14 into the earth and sand modifier supply device 4 and put in.
[0009]
In order to open the bottom of the bag 14 made of cloth, the apex 13 of the blade body is pointed upward on the screen 11 provided near the bottom portion 8 inside the earth and sand modifier supply device 4, and the lower portion thereof is radially formed. Four spreading blade bodies 12 are provided, and the cloth bag 14 is placed inside the earth and sand modifier supply device 4 from the earth and sand modifier inlet 9 at the upper part of the earth and sand modifier supply device 4 by a conveying means such as a crane. The cloth bag body 14 is suspended and brought into contact with the top of the blade body 12 by pressing the bottom of the cloth bag body 14. 4 or the like, the earth and sand modifier is introduced from the bottom of the bag 14 made of cloth.
[0010]
[Problems to be solved by the invention]
However, when carrying the sediment modifier into the sediment modifier feed port 9 at the top of the conventional sediment modifier supply device 4 and introducing the sediment modifier into the sediment modifier supply device 4, the sediment modifier is introduced. When an operator on the side of the bottom of the soil bag 14 for supplying the soil and sand improvement material containing the material is cut open with a blade or the like, the fabric bag 14 is placed inside the soil and sand modifier supply device 4. Since the bottom of the cloth bag body 14 is cut with a blade in a state where the cloth bag body 14 has not yet been completely inserted, the powdery soil-and-sand modifiers contained in the cloth bag body 14 are cut at once by this cutting. Since the whole amount falls, it may scatter around the earth and sand modifier supply device 4, which may temporarily deteriorate the surrounding environment, and there is a risk that a worker working nearby may inhale. .
[0011]
Also, the cloth carried into the earth and sand modifier supply device 4 at the apexes 13 of the four blade bodies 12 that spread radially on the screen 11 provided near the bottom 8 inside the earth and sand modifier supply apparatus 4. The bottom part of the bag 17 is pressed to open the bottom part of the cloth bag 17, and the earth and sand modifier stored in the cloth bag 17 is put into the earth and sand modifier supply device 4. Then, although the cloth bag body 17 is completely accommodated in the earth and sand modifier supply device 4, the cloth bag body 17 can be easily carried into the earth and sand modifier material supply apparatus 4. Since the diameter of the cloth bag body 14 is smaller than the opening width of the earth and sand modifier supply device 4, the peripheral wall portion 7 of the earth and sand modifier supply device 4 and the side surface of the cloth bag body 14 There is a gap 18 between them. There is a possibility that scattered around the device 4.
[0012]
Accordingly, the present invention has been made in accordance with the above-described problem, and the bag body carried into the inside of the earth and sand modifier supply device on the upper surface of the screen provided inside the earth and sand modifier supply device defined by the peripheral wall portion. A cone-shaped bag-opening body having a peripheral surface that pushes the bottom portion of the bag body against the inner peripheral surface of the peripheral wall portion, and the cloth-made bag is provided on the conical-shaped bag-opening body having the peripheral surface. The soil and sand modifier flows out from the bottom of the cloth bag body cut by pressing the bottom of the body so as to form the foot of Mt. Fuji along the circumferential surface of the cone-shaped bag opening body. And since this earth-and-sand reforming material which flows out presses the lower part opened of this cloth bag body against the peripheral wall part side of the earth-and-sand reforming material supply device, and makes it adhere, the peripheral wall side of the earth-and-sand reforming material supply device side The lower portion of the cloth bag body that is always pressed and adhered to the cloth serves as a lid that prevents the earth and sand modifier from scattering even if the cloth bag body is lifted in this state, It is an object of the present invention to provide a soil and sand modifier supply device that eliminates a gap in which the powdery soil and sand modifier is scattered between the cloth bag and the peripheral wall portion of the soil and sand modifier supply device.
[0013]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1 of the present invention is provided in the sediment modifier supply device of the sediment reformer, provided in the sediment modifier supply device defined by the peripheral wall portion . On the upper surface of the screen, a cone-shaped bag opening body having a peripheral surface that breaks through the bag body carried into the inside of the earth and sand modifier supply device and presses the lower portion of the bag body against the inner peripheral surface of the peripheral wall portion is provided. It is characterized by this.
[0014]
In order to achieve the above object, the invention according to claim 2 of the present invention is characterized in that the cone-shaped bag-opening body has a shape corresponding to the planar shape of the earth and sand modifier supply device. Is. In order to achieve the above object, according to the third and fourth aspects of the present invention, the planar shape of the earth and sand modifier supply device is a circle or a quadrangle, and the cone shape has the peripheral surface. The bag opening body is a cone or a quadrangular pyramid.
[0015]
In order to achieve the above object, the invention according to claim 5 of the present invention is such that the inner diameter or inner width of the earth and sand modifier supply device is substantially the same as the outer dimension of the introduced earth and sand modifier bag. It is characterized in that it is formed 10% larger than the above.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a sediment modifier supply device for excavated sediment modifier of the present invention will be described below with reference to the drawings. FIG. 1 is an overall layout diagram of an excavated earth and sand reforming apparatus, FIG. 2 is a longitudinal sectional view of an earth and sand modifying material supply apparatus using a conical bag opening body having a peripheral surface of the present invention, and FIG. 4 is a schematic plan view in which a cone-shaped bag opening body having a surface is provided on the upper surface of the screen, FIG. 4 is a flow state diagram of the earth and sand modifier, and FIG. 5 is a square pyramid opening bag having a peripheral surface. It is the schematic plan view provided in.
[0017]
Explaining the overall layout of the excavated earth and sand reforming apparatus of the present invention, the excavated earth and sand crushing apparatus 1 and the earth and sand modifying material supply apparatus 4 as described above with reference to FIG. It consists of a mixing and stirring device 3. Further, under the excavated earth crushing device 1 and the upper part of the mixing and agitating device 3, the excavated earth and sand under the sieve which has been crushed by the crushing device of the excavated earth and sand crushing device 1 and reduced to a certain size or less by the sieving device are mixed. A belt conveyor 2 for conveying and supplying to the stirring device 3 is disposed, and at the lower part of the mixing and stirring device 3, the modified excavated sediment and the earth and sand modifying material mixed and stirred are discharged as materials again. The soil is discharged onto the belt conveyor 5, transported and accumulated in the stock yard 6, and reused as reclaimed reclaimed soil such as modified and reclaimed excavation grooves such as a roadbed.
[0018]
Next, the earth and sand modifier supply device of the excavated earth and sand reforming apparatus of the present invention will be described with reference to FIGS. Reference numeral 4 denotes an earth and sand modifier supply device, and FIGS. 2, 3 and 4 show an embodiment in which the horizontal cross-sectional shape is circular. FIG. 5 shows an embodiment in which the earth and sand modifier supply device 4 has a quadrangular horizontal cross-sectional shape.
[0019]
A sediment modifier inlet 9 is provided at the top of the peripheral wall portion 7 of the sediment modifier 4 to which the sediment modifier is introduced. Then, the lower part of the peripheral wall portion 7 of the earth and sand modifier supply device 4 includes a bottom part 8 following this and a earth and sand modifier discharge chute 10 for discharging the earth and sand modifier having a shutter device following the bottom part 8. A lattice-shaped screen 11 is provided at a connection portion between the peripheral wall portion 7 and the bottom portion 8 that follows, and a conical bag opening body 19 having a peripheral surface is formed on the upper surface of the central portion of the screen 11. Is provided. The screen 11 is not necessarily limited to the connection portion between the peripheral wall portion 7 and the bottom portion 8, and may be provided below the peripheral wall portion 7 or above the bottom portion 8. Further, the screen 11 is not necessarily limited to a lattice-shaped screen, and may be a screen or a type in which rods are arranged in parallel.
[0020]
Next, as described above, the earth and sand modifier is supplied to the earth and sand modifier supply apparatus 4 provided with the cone 19 having a circumferential surface at the center of the upper surface of the lattice-shaped screen 11 having a circular horizontal cross section as described above. A case will be described in which the earth and sand modifier is introduced through the stored bag 14 made of the earth and sand modifier supply cloth.
[0021]
The bag 14 made of cloth for supplying the soil and sand modifier is carried into the interior of the soil and sand modifier supply device 4 from the earth and sand modifier inlet port 9 at the top of the soil and sand modifier supply device 4 by a conveying means such as a crane. The There is a gap 18 between the inner peripheral surface of the peripheral wall portion 7 of the earth and sand modifier supply device 4 and the outside of the bag 17 made of the earth and sand modifier supply cloth carried into the earth and sand modifier supply apparatus 4. The bottom of the bag body 17 is suspended until it presses against the apex 20 of the cone 19 provided on the upper surface of the screen 11 inside the earth and sand modifier supply device 4.
[0022]
Since the apex 20 of the cone 19 is pointed, the apex 20 of the cone 19 breaks through the bottom of the bag body 17 carried into the earth and sand modifier supply device 4 to open an opening hole. The bottom of the bag body 17 is lowered to the upper surface of the screen 11 while sliding on the circumferential surface of the cone body 19 while further opening an opening hole formed in the bag body 17 by the cone body 19.
[0023]
Then, the earth and sand modifying material stored in the bag body 17 has a downward force due to its own weight, and slides down along the circumferential surface of the cone 19 so that the inside of the peripheral wall portion 7 of the earth and sand modifying material supply device 4 is reduced. A side force toward the circumferential surface is generated. It flows out just to form the foot of Mt. Fuji. Then, the outflowing earth and sand modifying material presses the lower part of the cloth bag body pressed against the peripheral wall portion side of the earth and sand modifying material supply device, and causes the bag body 17 to be in close contact with the side force. Is pressed against the inner peripheral surface of the peripheral wall portion 7, so that the inner peripheral surface of the peripheral wall portion 7 of the earth and sand modifier supplying device 4 and the lower portion of the bag body 17 are in close contact with each other. The gap 18 between the peripheral wall 7 of the four and the bag body 17 is closed.
[0024]
When the bag body 17 in such a state is lifted upward by a conveying means such as a crane, the bottom of the bag body 17 is perforated by the apex 20 of the cone 19 so that the opening is opened. The sediment modifier is unloaded from the bottom of the bag body 17 into the sediment modifier supply device 4. The lower portion of the cloth bag body 17 that is always pressed and adhered to the peripheral wall portion 7 side of the earth and sand reforming material supply device 4 is not changed even if the cloth bag body 17 is lifted in this state. The peripheral wall of the earth and sand modifier supply device 4 that acts as a lid to prevent the scattering of the material and always acts by the lateral force of the earth and sand modifier when sliding down along the circumferential surface of the cone 19 of the earth and sand modifier. Since it is pressed against the inner peripheral surface of the portion 7, the gap 18 formed between the bag body 17 and the inner peripheral surface of the peripheral wall portion 7 is closed and put into the earth and sand modifier supply device 4. The formed powdery earth and sand modifying material is lifted without generating a gap for scattering into the atmosphere.
[0025]
For this reason, as usual, four blades that radiate are provided on the screen provided inside the earth and sand modifier supply device, and the earth and sand put into the earth and sand modifier supply device by the four blade bodies. The bottom of the bag body made of the cloth for modifying material supply is opened, and the earth and sand modifying material is introduced into the earth and sand property modifying material supply apparatus from the bottom. The earth and sand modifier does not scatter into the atmosphere from the earth and sand modifier inlet of the upper part of the earth and sand modifier supply device through the gap between the two sides.
[0026]
The earth and sand modifier supplied to the inside of the earth and sand modifier supply device is unloaded and deposited on the bottom portion 8 of the earth and sand modifier supply device 4 through the grids of the lattice-shaped screen 11. Then, the mixture is fed into the mixing and agitating device 3 by opening and closing the sediment modifier discharging chute 10 for discharging the sediment modifier having a shutter device.
[0027]
Further, in the above description, the case where the horizontal cross-sectional shape of the earth and sand modifier supply device is circular and a cone having a peripheral surface is provided on the upper surface of a lattice-like screen provided therein, as shown in FIG. The same effect can also be achieved when the earth and sand modifier supply device has a quadrangular horizontal cross-sectional shape and a square pyramid 21 having a peripheral surface on the inner screen upper surface.
[0028]
In other words, the bottom of the bag 17 made of cloth for supplying earth and sand modifier suspended and carried inside the earth and sand modifier supplying device 4 is formed by the apex 22 of the quadrangular pyramid 21 provided on the upper surface of the screen 11 and having a peripheral surface. When the soil-and-sand modifying material opened in the hole and slid down along the four circumferential surfaces of the quadrangular pyramid 21 gives a lateral force to the lower part of the bag 17. Since it always presses against the inner peripheral surface of the peripheral wall portion 7 of the earth and sand modifier supply device 4, the earth and sand modifier introduced into the space between the bag body 17 and the inner peripheral surface of the peripheral wall portion 7 is It is lifted without creating a gap for scattering in the atmosphere.
[0029]
As described above, the earth and sand modifier supply device of the present invention has the bottom of the bag body made of the earth and sand modifier supply cloth storing the earth and sand modifier on the upper surface of the screen provided inside the earth and sand modifier supply apparatus. By providing a cone-shaped bag opening body having a peripheral surface for opening,
Sediment modifiers are applied to the peripheral surface of the cone-shaped bag opening body by pressing the bottom of the cloth bag body against the peripheral surface of the cone-shaped bag opening body from the bottom of the cloth bag body. Along the way, it will flow out just to form the foot of Mt. Fuji.
[0030]
Moreover, since the dimensional ratio between the inner diameter or inner width of the earth and sand modifier supply device and the outer dimension of the introduced earth and sand modifier bag is set to about 1: 1 or 1.1: 1, the earth and sand whose bottom is cut open The lower portion of the reformer bag body is pressed and adhered to the peripheral wall portion side of the earth and sand modifier supply device by the earth and sand modifier that flows out. The lower portion of the cloth bag body that is always pressed and adhered to the peripheral wall portion side of the earth and sand modifier supply device prevents the earth and sand modifier from scattering even if the cloth bag body is lifted in this state. Acts like a lid, eliminates the gap between the cloth bag body and the peripheral wall of the earth and sand modifier supply device, and disperses the powdery earth and sand modifier into the interior of the earth and sand modifier supply apparatus. When the earth and sand modifier is fed by the bag body made of the earth and sand modifier supply material containing the earth and sand modifier, the peripheral wall portion of the earth and sand modifier supply device and the bag body made of the earth and sand modifier supply cloth Prevents the sediment modifier from scattering from the gaps formed between them.
[0031]
【The invention's effect】
As described above, the earth and sand modifier supply device of the present invention is carried into the earth and sand modifier supply device on the upper surface of the screen provided in the earth and sand modifier supply device defined by the peripheral wall portion. By providing a cone-shaped bag opening body having a peripheral surface that breaks through the bottom of the bag body and presses the lower portion of the bag body against the inner peripheral surface of the peripheral wall portion, the peripheral surface of the cone-shaped bag opening body is provided. Along with pushing the earth and sand modifier in the bag body of the earth and sand modifier supply cloth to the peripheral wall side of the earth and sand modifier supply apparatus, the bag body made of the earth and sand modifier supply cloth is pushed Since there is no gap for the powdery soil modifier to scatter from the soil modifier supply device when opening the bag, the soil modifier is stored inside the soil modifier supply device. When the earth and sand modifier is introduced by the cloth bag for the earth and sand modifier supplied, From the gap generated between the parts and sediment modifier supply cloth bag can be prevented from scattering sediment modifier.
[Brief description of the drawings]
FIG. 1 is an overall layout of an excavation and sediment improvement device,
FIG. 2 is a longitudinal sectional view of an earth and sand modifier supply device using a conical bag-opening body having a circumferential surface according to the present invention;
FIG. 3 is a schematic plan view in which a conical bag opening body having a peripheral surface is provided on the upper surface of the screen;
[Fig. 4] Flow diagram of sediment modifier
FIG. 5 is a schematic plan view in which a quadrangular pyramid opening body having a peripheral surface is provided on the upper surface of the screen;
FIG. 6 is a longitudinal sectional view of a conventional earth and sand modifier supply device using a blade opening body of a blade,
FIG. 7 is a schematic plan view in which an opening body of a blade body is provided on the upper surface of a screen.
[Explanation of symbols]
1 excavation earth and sand crushing device, 2 belt conveyor, 3 mixing and stirring device,
4 Sediment modifier supply device, 5 belt conveyor, 6 stockyard,
7 peripheral wall part, 8 bottom part, 9 earth and sand modifier inlet,
10 earth and sand modifier discharge chute, 11 screen, 12 blades,
13 Top of blade body, 14 Bag body for supplying earth and sand modifier, 15 Lifting hook,
16 Lifting rope,
17 Sediment modifier supply bag carried into the sediment modifier supply device,
18 Crevice, 19 Opening body of cone having circumferential surface,
20 apex of a cone opening body, 21 a pyramid opening body having a circumferential surface,
22 The apex of the open body of the quadrangular pyramid.

Claims (5)

土砂改質装置の土砂改質材供給装置において、周壁部で画成された土砂改質材供給装置内部に設けたスクリーン上面に、土砂改質材供給装置の内部に搬入された袋体を突き破るとともに、袋体の下方部を前記周壁部の内周面に押し付ける周面を有する錐形状の開袋体を設けたことを特徴とする土砂改質装置の土砂改質材供給装置。In the earth and sand modifier supply apparatus of the earth and sand reformer, the bag carried into the earth and sand modifier supply apparatus is broken through the upper surface of the screen provided in the earth and sand modifier supply apparatus defined by the peripheral wall portion. In addition, a sediment improvement material supply device for a sediment improvement device, comprising a cone-shaped bag opening body having a peripheral surface that presses a lower portion of the bag body against an inner peripheral surface of the peripheral wall portion . 前記周面を有する錐形状の開袋体は、土砂改質材供給装置の平面形状に対応した形状であることを特徴とする請求項1に記載の土砂改質装置の土砂改質材供給装置。2. The earth and sand modifier supply device of the earth and sand reformer according to claim 1, wherein the cone-shaped bag opening body having the peripheral surface has a shape corresponding to a planar shape of the earth and sand modifier supply device. . 前記土砂改質材供給装置の平面形状は円形であり、また、前記周面を有する錐形状の開袋体は円錐体であることを特徴とする請求項2に記載の土砂改質装置の土砂改質材供給装置。The earth and sand of the earth and sand reforming apparatus according to claim 2, wherein the earth and sand reforming material supply device has a circular planar shape, and the cone-shaped bag-opening body having the peripheral surface is a cone. Reformer supply device. 前記土砂改質材供給装置の平面形状は四角形であり、また、前記周面を有する錐形状の開袋体は四角錐体であることを特徴とする請求項2に記載の土砂改質装置の土砂改質材供給装置。3. The earth and sand reformer according to claim 2, wherein a planar shape of the earth and sand modifier supply device is a quadrangle, and the cone-shaped bag-opening body having the peripheral surface is a quadrangular pyramid. Sediment modifier supply equipment. 前記土砂改質材供給装置の内径もしくは内幅は、投入される土砂改質材袋の外形寸法と略同寸から10%大きく形成されることを特徴とする請求項1から4のいずれかに記載の土砂改質装置の土砂改質材供給装置。5. The inner diameter or inner width of the earth and sand modifier supply device is formed to be approximately 10% larger than the outer dimension of the earth and sand modifier bag to be charged. The earth and sand modifier supply device of the earth and sand reformer described.
JP2000185633A 2000-06-21 2000-06-21 Sediment modifier supply equipment Expired - Fee Related JP3639503B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000185633A JP3639503B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000185633A JP3639503B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply equipment

Publications (2)

Publication Number Publication Date
JP2002004331A JP2002004331A (en) 2002-01-09
JP3639503B2 true JP3639503B2 (en) 2005-04-20

Family

ID=18685924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000185633A Expired - Fee Related JP3639503B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply equipment

Country Status (1)

Country Link
JP (1) JP3639503B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026708B1 (en) 2008-06-13 2011-04-08 아름다운 환경건설(주) Stabilization treatment method of heavy metal contaminated soil through optimal combination and blending ratio of many stabilizing agents, and heavy metal contaminated soil stabilization treatment device and stabilizer input device for its application

Also Published As

Publication number Publication date
JP2002004331A (en) 2002-01-09

Similar Documents

Publication Publication Date Title
JP2867235B2 (en) Self-propelled soil improvement machine
US20160376195A1 (en) Method and facility for treating sludge, in particular harbour sludge
AU2009300912A1 (en) Apparatus and method for reclaiming material
JP3639503B2 (en) Sediment modifier supply equipment
JP3776378B2 (en) Contaminated soil treatment system and contaminated soil treatment method
Gowan et al. Co-disposal techniques that may mitigate risks associated with storage and management of potentially acid generating wastes
CN210660199U (en) Abandoned mine backfilling system and backfilling mine
JP2000126572A (en) Fluidization equipment
JP3375574B2 (en) Soil hopper of soil improvement machine and self-propelled soil improvement machine
JP2911412B2 (en) Filling material for construction work, method of manufacturing the same, and method of filling construction site using the filler
JPH07127090A (en) In-vehicle type soil improvement device
JP3597325B2 (en) Mixer drum for earth and sand treatment
JP2001336139A (en) Buried object backfill method
JP5367642B2 (en) Method and apparatus for thawing soil material
JP2000096605A (en) Backfill method and backfill material manufacturing apparatus
JPH01315593A (en) Waste soil processing for shield construction and processing device
Lee et al. An examination of improvements in co-disposal of waste rock with backfill
JPH10225700A (en) Recycling system for improved soil mixed with dewatered cake of construction sludge
JP3375556B2 (en) Soil improvement system
JP6395746B2 (en) Method and apparatus for manufacturing fluidized soil using plant for manufacturing ready-mixed concrete
JP2002001083A (en) Mixer stirrer for soil conditioning apparatus
JP3677435B2 (en) Sediment modifier supply device for sediment modifier
GB2430168A (en) A sand and gravel washing process
JP2001032320A (en) Soil improvement material supply device
JP2007315128A (en) Construction method and construction apparatus for concrete structure and ground reinforcement

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040928

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041118

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050111

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050114

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090121

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090121

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100121

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100121

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110121

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120121

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130121

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130121

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140121

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees