JPH02167995A - Earth-pressure shield surplus-soil removal method using high moisture-content muck treating agent - Google Patents

Earth-pressure shield surplus-soil removal method using high moisture-content muck treating agent

Info

Publication number
JPH02167995A
JPH02167995A JP63321101A JP32110188A JPH02167995A JP H02167995 A JPH02167995 A JP H02167995A JP 63321101 A JP63321101 A JP 63321101A JP 32110188 A JP32110188 A JP 32110188A JP H02167995 A JPH02167995 A JP H02167995A
Authority
JP
Japan
Prior art keywords
muck
earth
soil
high moisture
sand
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP63321101A
Other languages
Japanese (ja)
Other versions
JP2589170B2 (en
Inventor
Seiichi Nomi
納見 誠一
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.)
Maeda Corp
Original Assignee
Maeda 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 Maeda Corp filed Critical Maeda Corp
Priority to JP63321101A priority Critical patent/JP2589170B2/en
Publication of JPH02167995A publication Critical patent/JPH02167995A/en
Application granted granted Critical
Publication of JP2589170B2 publication Critical patent/JP2589170B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/13Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0642Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/0678Adding additives, e.g. chemical compositions, to the slurry or the cuttings

Abstract

PURPOSE:To construct a smooth disposal system by force-feeding excavated muck up to a ground soil-sand hopper under the state of high moisture, adding a high moisture-content muck treating agent and an assistant and kneading and agitating muck. CONSTITUTION:Much excavated by a shielding excavator 1 is carried out by a screw conveyor 9 from an earth pressure chamber 8, and force-fed to a kneader 18 installed onto a soil-sand hopper 17 through a sludge pump 15 and a soil-sand force-feed pipe 16. A high moisture-content treating agent, which mainly comprises neural inorganic salt and with a water-soluble special polymer is compounded, is agitated and mixed together with high moisture-content muck from a high moisture-content muck treating agent feeder 19 and an assistant such as slaked lime powder from an assistant feeder 20 respectively. Muck is discharged and stored in the soil-sand hopper 17 from an exhaust port 23 while the thickening properties, reinforcing properties, setup properties, etc. of the treatment and assistant are held, and the soil and sand are extracted successively and carried out to a transport car 25 such as a truck as surplus soils removed. Accordingly, excavated muck can be treated efficiently at low cost.

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、土圧シールドの残土処理方法、特に粘性土
質あるいは粘性土を含有した砂礫地盤等、スラッジポン
プ(コンクリート圧送ポンプ類)によって、掘削ズリが
ポンプ圧送可能な残土の処理方法に関するものである。
Detailed Description of the Invention "Field of Industrial Application" The present invention provides a method for disposing of residual soil using an earth pressure shield, in particular, by using a sludge pump (concrete pressure pump) to This invention relates to a method for disposing of waste soil that can be pumped.

「従来の技術、発明が解決せんとする問題点」従来より
、この種の残土処理方法としては。
``Prior art and problems to be solved by the invention'' Conventionally, this type of residual soil treatment method has been used.

一般にシールド切羽によって発生した掘削ズリをベルト
コンベヤスクリュー排土装置によってズリトロに乗せ、
坑口まで運搬し、タラムシエルやテルハ−クレーンや直
上ベルトコンベヤ等によって地上に搬出していたため、
搬出設備に費用がかかり、能率も悪かった。
Generally, the excavated waste generated by the shield face is transferred to the waste toro using a belt conveyor screw earth removal device.
The material was transported to the mine entrance and then transported to the ground using Talamusiel, Telha cranes, overhead belt conveyors, etc.
Export equipment was expensive and inefficient.

そして、掘削したズリは、高含水であったり粘性土を含
有しているため水切れの悪い状態で立坑ズリビットや土
砂ホッパーに貯留され、場外への運搬に対しては高含水
であるため、ベッセル運搬によらざるを得す、しかも産
業廃棄物としてその廃棄場所が限定されるなどの問題が
あった。
The excavated waste has a high water content or contains clay, so it is stored in a shaft waste bit or a sand hopper in a state where drainage is difficult. Furthermore, as industrial waste, there were problems such as limited disposal locations.

また、高含水性の排土は、生石灰やセメント系改良剤の
混合による改良や天日乾燥等によって、ダンプトラック
運搬可能となるまで処理地で改良されていた。
In addition, highly water-containing waste soil was improved at the treatment site by mixing quicklime and cement-based improvers, drying it in the sun, etc. until it could be transported by dump truck.

「問題点を解決するための手段」 この発明は前記従来の課題を解決するために掘削ズリを
高含水の状態で地上土砂ホッパーまで圧送し、高含水ズ
リ処理剤や補助剤を添加し、掘削ズリを混練機にて混練
撹拌することにより、圧送土砂の性状に増粘性や増強度
性及び固化性等を持たせた状態で直接土砂ホッパーに貯
留し、そのまま順次ダンプトラックによって運搬が可能
とし、一連の廃棄処理システムとして都市地内において
も残土処理を高能率化するようにした方法を提案するも
のである。
"Means for Solving the Problems" In order to solve the above-mentioned conventional problems, this invention pumps excavated waste in a high water content state to an above-ground soil hopper, adds a high water content waste treatment agent or an auxiliary agent, and By kneading and stirring the waste in a kneading machine, the pumped earth and sand has properties such as thickening, strengthening, and solidifying properties, and is stored directly in the earth and sand hopper, and can be transported as it is by dump truck. This paper proposes a series of waste disposal systems that can be used to efficiently dispose of residual soil even in urban areas.

「実施例」 以下この発明を図面に示す実施例について説明すると、
土庄シールド掘進機lはその先端に設けたカッターへラ
ド2をシャフト3を介して回転台軸受4に回転自在に支
持し、これを伝達機構5を介して駆動モーター6により
回転駆動するように構成されている。
"Embodiments" Below, embodiments of the present invention shown in the drawings will be described.
The Tonosho shield excavator l is configured such that a cutter rod 2 provided at its tip is rotatably supported by a rotating table bearing 4 via a shaft 3, and is rotationally driven by a drive motor 6 via a transmission mechanism 5. has been done.

カッターヘッド2の後方には隔壁7が設けられ、このカ
ッターへラド2と隔壁7との間には土圧室8が形成され
ている。
A partition wall 7 is provided behind the cutter head 2, and an earth pressure chamber 8 is formed between the cutter head 2 and the partition wall 7.

隔壁7には先端を土圧室8に開口させた斜めのスクリュ
ーコンベヤ9が設置され、そのスクリュー軸をビニオン
10を介して駆動モーター11により回転駆動すること
により、高含水掘削ズリを後方に移送して排出するよう
になっている。
A diagonal screw conveyor 9 whose tip opens into an earth pressure chamber 8 is installed on the partition wall 7, and the screw shaft is rotated by a drive motor 11 via a pinion 10 to transport high water content excavated waste to the rear. It is designed to be discharged.

スクリューコンベヤ9の後方の排出口には、搬出する排
土量を調節するためのバルブ12がスライド自在に設け
られ、このバルブ12を油圧ジヤツキ13により広狭開
閉調節することにより排土量を調節するようになってい
る。
A valve 12 is slidably provided at the discharge port at the rear of the screw conveyor 9 to adjust the amount of soil to be discharged, and the amount of soil to be discharged is adjusted by opening and closing the valve 12 with a hydraulic jack 13. It looks like this.

このように、シールド掘削機lのカッターヘッド2で掘
削されたズリは、土庄室8からスクリューコンベヤ9で
排土量を調節した上で機外に搬出され、これからベルト
コンベヤ14によってスラッジポンプ15に移送される
In this way, the sludge excavated by the cutter head 2 of the shield excavator 1 is transported from the soil storage chamber 8 to the screw conveyor 9 after adjusting the amount of soil discharged outside the machine, and is then transferred to the sludge pump 15 by the belt conveyor 14. be transported.

そして、スラッジポンプ15から土砂圧送管16を通り
土砂ホッパー17上に設置した混練機18に圧送される
Then, the sludge is pumped from the sludge pump 15 through a sand pressure feeding pipe 16 to a kneading machine 18 installed on a sand hopper 17 .

混練機18は、横向きドラムに高含水ズリ処理剤フィー
ダー19及び補助剤フィーダー20を備え、その内部に
は可変速モーター21によって回転速度が調節される周
囲に多数の撹拌送り羽根を突設した左右一対のパドル軸
22が、互いにその羽根を噛み合せながら相反方向に回
転するように設置されており、掘削ズリの性状に適合し
て回転速度を変化させながら効率よく残土処理を行うこ
とができるように構成されている。
The kneading machine 18 is equipped with a high water content shedding treatment agent feeder 19 and an auxiliary agent feeder 20 on a horizontal drum, and inside the kneading machine 18 there are left and right drums with a large number of stirring and feeding blades protruding around the periphery whose rotational speed is adjusted by a variable speed motor 21. A pair of paddle shafts 22 are installed so as to rotate in opposite directions while meshing their blades with each other, so that the remaining soil can be efficiently disposed of while changing the rotational speed according to the characteristics of the excavated waste. It is configured.

混練機18内に入った高音水ズリは、高含水ズリ処理剤
フィーダー19や補助剤フィーダー20から添加された
高含水処理剤や補助剤、あるいは少量の添加剤と共に一
対のパドル軸22によって撹拌混合され、その性状に増
粘性や増強度性及び固化性等を保持した上で排出口23
から土砂ホッパー17内に排出されて貯留される。
The high-pitched water slurry that has entered the kneader 18 is stirred and mixed by a pair of paddle shafts 22 together with the high water content treatment agent, auxiliary agent, or small amount of additives added from the high water content waste treatment agent feeder 19 and the auxiliary agent feeder 20. After maintaining its properties such as thickening property, strengthening property, solidifying property, etc., the discharge port 23
The soil is discharged into the earth and sand hopper 17 and stored there.

土砂ホッパー17に貯留した土砂は、土砂ホッパーゲー
ト24から順次取り出され、グンブトラック等の運搬車
両25に普通の処理残土として場外に搬出される。
The earth and sand stored in the earth and sand hopper 17 is taken out one by one from the earth and sand hopper gate 24, and carried out to the outside of the site as normal treated waste soil by a transport vehicle 25 such as a gun truck.

上記高含水処理剤としては、中性無機塩を主成分とし、
これに水溶性特殊ポリマーを少量配合したもの及びズリ
処理剤としての性能を有するもの等を用いる。
The above-mentioned high water content treatment agent has a neutral inorganic salt as its main component,
A material containing a small amount of water-soluble special polymer or a material having performance as a sludge treatment agent is used.

また、補助剤としては、消石灰粉末等、これを添加する
ことにより、主剤の添加量を軽減したり、増強度性を保
持するものを用いる。
Further, as an auxiliary agent, an agent such as slaked lime powder is used, which reduces the amount of the main agent added and maintains the reinforcing properties.

「発明の効果」 以上の通りこの発明によれば、土庄シールド掘進機によ
って掘削されたズリは、高含水性であったり、粘性土を
含有しているため、水切れも悪い状態であるが、このビ
ンガム性を利用し坑内から地上の混練機までスラッジポ
ンプにより連続的に効率よく圧送し、混練機によって高
含水処理剤や補助剤、あるいは少量の添加剤と共に確実
に撹拌混合され、その性状に増粘性や増強度性及び固化
性等を保持した普通残土として土砂ホッパー内に排出し
て貯留し、これを順次搬出車両に積載して円滑に廃棄処
理することができ、単純化された一連のシステムとして
低コストで効率的に掘削ズリを処理することが可能とな
る。
"Effects of the Invention" As described above, according to the present invention, the waste excavated by the Tonosho shield excavator has a high water content or contains clay, so it is difficult to drain water. Utilizing Bingham property, the sludge is continuously and efficiently pumped from underground to the kneading machine on the ground using a sludge pump, and the kneading machine reliably stirs and mixes the sludge with a high water content treatment agent, auxiliary agent, or a small amount of additive, which increases its properties. A simplified series of systems that can be discharged and stored in a sand hopper as ordinary surplus soil that maintains viscosity, reinforcement properties, solidification properties, etc., and then sequentially load it onto a transport vehicle for smooth disposal. This makes it possible to efficiently dispose of excavation waste at low cost.

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

図はこの発明の実施例を示す縦断側面図である。 l・・土圧シールド掘進機、9・・スクリューコンベヤ
、17・・スラッジポンプ、16・・土砂圧送管、17
・・土砂ホッパー18・・混練機、19・・高含水ズリ
処理剤フィーダー、20・・補助剤フィーダー 21・・可変速駆動モーター 22・・パドル軸回転体
、24・・運搬車両。
The figure is a longitudinal sectional side view showing an embodiment of the invention. l...Earth pressure shield excavator, 9...Screw conveyor, 17...Sludge pump, 16...Earth pressure pipe, 17
... Sediment hopper 18.. Kneading machine, 19.. High water content waste treatment agent feeder, 20.. Auxiliary agent feeder 21.. Variable speed drive motor 22.. Paddle shaft rotating body, 24.. Transport vehicle.

Claims (1)

【特許請求の範囲】[Claims] 1)土圧シールドの残土処理方法において、シールド切
羽より発生した掘削ズリをスラッジポンプにより、地上
の土砂ホッパー上に設置した混練機に圧送し、少量の高
含水ズリ処理剤を添加して前記混練機によって撹拌混練
し、増粘性や増強度性及び固化性等を保持させた土砂と
して前記土砂ホッパーに放出貯留し、その下方の運搬車
両に順次排出して投棄することを特徴とする土圧シール
ド残土処理方法。
1) In the earth pressure shield residual soil processing method, the excavated waste generated from the shield face is pumped by a sludge pump to a kneader installed on the earth and sand hopper on the ground, and a small amount of a high water content waste treatment agent is added to the above-mentioned kneading. An earth pressure shield characterized in that the earth and sand is stirred and kneaded by a machine, and is discharged and stored in the earth and sand hopper as earth and sand that maintains thickening, reinforcement, solidification, etc., and is sequentially discharged and dumped into a transport vehicle below the earth and sand hopper. Surplus soil processing method.
JP63321101A 1988-12-20 1988-12-20 Earth Pressure Shield Surplus Soil Treatment Method Using High Moisture Abrasion Treatment Agent Expired - Fee Related JP2589170B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63321101A JP2589170B2 (en) 1988-12-20 1988-12-20 Earth Pressure Shield Surplus Soil Treatment Method Using High Moisture Abrasion Treatment Agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63321101A JP2589170B2 (en) 1988-12-20 1988-12-20 Earth Pressure Shield Surplus Soil Treatment Method Using High Moisture Abrasion Treatment Agent

Publications (2)

Publication Number Publication Date
JPH02167995A true JPH02167995A (en) 1990-06-28
JP2589170B2 JP2589170B2 (en) 1997-03-12

Family

ID=18128830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63321101A Expired - Fee Related JP2589170B2 (en) 1988-12-20 1988-12-20 Earth Pressure Shield Surplus Soil Treatment Method Using High Moisture Abrasion Treatment Agent

Country Status (1)

Country Link
JP (1) JP2589170B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001193385A (en) * 2000-01-07 2001-07-17 Taisei Corp Slurry controlling system, method thereof, excavated soil controlling system, and method thereof
CN103032078A (en) * 2012-12-08 2013-04-10 中铁十二局集团第二工程有限公司 Parallel construction method for shield arrival tunnel portal ring beam and shield crossing station
CN110219665A (en) * 2019-07-03 2019-09-10 江苏格睿特管网工程有限公司 Dregs pumping engineering method and its system based on earth pressure balance shield machine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62156499A (en) * 1985-12-28 1987-07-11 株式会社新潟鐵工所 Method of treating excavated earth

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62156499A (en) * 1985-12-28 1987-07-11 株式会社新潟鐵工所 Method of treating excavated earth

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001193385A (en) * 2000-01-07 2001-07-17 Taisei Corp Slurry controlling system, method thereof, excavated soil controlling system, and method thereof
CN103032078A (en) * 2012-12-08 2013-04-10 中铁十二局集团第二工程有限公司 Parallel construction method for shield arrival tunnel portal ring beam and shield crossing station
CN110219665A (en) * 2019-07-03 2019-09-10 江苏格睿特管网工程有限公司 Dregs pumping engineering method and its system based on earth pressure balance shield machine
CN110219665B (en) * 2019-07-03 2024-03-19 江苏格睿特管网工程有限公司 Residue soil pumping construction method and system based on soil pressure balance type shield tunneling machine

Also Published As

Publication number Publication date
JP2589170B2 (en) 1997-03-12

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