JPH0234313Y2 - - Google Patents

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Publication number
JPH0234313Y2
JPH0234313Y2 JP986785U JP986785U JPH0234313Y2 JP H0234313 Y2 JPH0234313 Y2 JP H0234313Y2 JP 986785 U JP986785 U JP 986785U JP 986785 U JP986785 U JP 986785U JP H0234313 Y2 JPH0234313 Y2 JP H0234313Y2
Authority
JP
Japan
Prior art keywords
earth
telescopic
sand
pipe
horizontal transfer
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
Application number
JP986785U
Other languages
Japanese (ja)
Other versions
JPS61125592U (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 JP986785U priority Critical patent/JPH0234313Y2/ja
Publication of JPS61125592U publication Critical patent/JPS61125592U/ja
Application granted granted Critical
Publication of JPH0234313Y2 publication Critical patent/JPH0234313Y2/ja
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Screw Conveyors (AREA)
  • Reciprocating Pumps (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は竪坑掘削土砂搬送装置に関するもの
である。
[Detailed description of the invention] (Industrial field of application) This invention relates to a shaft excavation earth conveying device.

(従来技術) 従来、例えば高圧送電線鉄塔の基礎用竪坑など
の竪坑工法においては、掘削土砂を人間がバケツ
トなどに入れ、それをクレーンやウインチなどで
竪坑上の地上ホツパーまで吊り上げて排出し、そ
れからはダンプトラツクで遠方へ運搬するもので
あつて、作業にたいへん危険性を伴い、かつ手間
労力を要して著しく非能率的であると共に一連の
長距離搬送が行えないため、大きなクレーンやダ
ンプトラツクなどの入れない狭隘な市街地の工事
現場などでは、工事難と騒音振動公害の問題は避
けられなかつたものである。
(Prior art) Conventionally, in a shaft construction method such as a shaft for the foundation of a high-voltage power transmission tower, a person puts excavated soil into a bucket, lifts it to an above-ground hopper above the shaft using a crane or winch, and discharges it. Then, the work must be transported to a long distance using a dump truck, which is extremely dangerous, labor-intensive, and extremely inefficient. At construction sites in narrow urban areas where trucks cannot enter, problems of construction difficulties and noise and vibration pollution are unavoidable.

(技術的課題) 従つてこの考案においては、大きなクレーン車
やダンプトラツクなどの入れない所、例えば狭隘
な市街地などにおいても、パイプライン系長距離
搬送によつて安全かつ、公害など生ぜしめないよ
う円滑容易に掘削土砂搬送が行えるようにすると
共にどんな土砂質にも対応でき効率の良い能率的
な作業を行わせるようにすることを技術的課題と
する。
(Technical issue) Therefore, with this invention, even in places where large crane trucks or dump trucks cannot enter, such as narrow urban areas, long-distance pipeline transportation can be carried out safely and without causing pollution. The technical problem is to enable smooth and easy transport of excavated earth and sand, and to enable work to be carried out in an efficient manner that can handle any type of earth and sand.

(技術的手段) この考案は上記の技術的課題を解決するために
なされたものであつて、以下図面実施例について
詳しく説明すると、先ず1は伸縮動ポンプで次の
ように構成されている。2は、下端面に垂直に貫
通した吸込管3が、上端面にそれと対応する位置
で上方に延びる排土管5と連通する吐出口4が
夫々設けられた竪筒本体で、該竪筒本体2内に
は、上下両端に、接続管8a,8bが一体の弁7
a,7bを夫々介装した上伸縮筒体6a及び上端
に上記弁7bが連通介装された下伸縮筒体6bが
弁7aを吐出口4にまた下伸縮筒体6bの下端フ
ランジを吸込管3上端に夫々連通固着して装設さ
れている。それから10は弁7b及び接続管8b
と一体の摺動框で、それの嵌子10a,10aが
上記竪筒本体1内面軸方向の軌条11に嵌合さ
れ、該軌条11に沿つて上下摺動自在となつてい
る。また9は接続管8bに一体の突板で、上方弁
7a側のブラケツト12に基端を連結された伸縮
ジヤツキ13のピストンロツド先端が枢支連結さ
れている。そして上記伸縮ジヤツキ13の操作に
よつて前記伸縮筒体6a,6bが伸縮動し、下端
吸込管3から吸込んだ土砂を上端吐出口4から排
土管5を経て断続的に送り出す脈動ポンプ形式の
伸縮動ポンプ1を構成しているものである。なお
28は上下伸縮筒体6a,6bの座屈防止筒であ
る。また図面実施例では伸縮筒体6a,6bとし
てゴムなど弾性材料のベロー式のものが使用され
ているが図面第3図のテレスコピツク伸縮管形式
のものを使用してもよく、さらに弁7a,7bと
しては図面実施例のように弁体に刃を備えた破砕
能力のあるクラツシング弁を使用することが望ま
しい。そして上記構成の伸縮動ポンプ1の下方に
は、送出口15aが吸込管3に連通した移送筒1
5内にモーター16によつて駆動される外周にス
クリユー羽根18を有する回転軸17が内装され
てなる水平移送機14が一体的に横設されてい
る。また上記水平移送機14の移送筒15の供給
口15bに連通させて上方に一体の混練ホツパー
20が設けられている。なお該混練ホツパー20
はモーター27で駆動される撹拌羽根19が内装
されてなり、かつ外部から水または泥漿材が内部
に注入できる注入管29が付設されている。
(Technical Means) This invention was made in order to solve the above-mentioned technical problem, and the embodiments shown in the drawings will be explained in detail below. First, 1 is a telescopic pump constructed as follows. Reference numeral 2 denotes a vertical cylinder main body in which a suction pipe 3 penetrating perpendicularly through a lower end face is provided with a discharge port 4 at a corresponding position on the upper end face communicating with an earth discharge pipe 5 extending upward, and the vertical cylinder main body 2 Inside, there is a valve 7 with integral connecting pipes 8a and 8b at both upper and lower ends.
an upper telescopic cylinder 6a with valves a and 7b interposed therein, and a lower telescopic cylinder 6b with the valve 7b interposed in communication at its upper end; 3. They are connected and fixed to the upper ends of each of the parts. Then 10 is the valve 7b and the connecting pipe 8b
The fittings 10a, 10a of the sliding frame are fitted onto a rail 11 extending in the axial direction of the inner surface of the vertical cylinder body 1, and are vertically slidable along the rail 11. Reference numeral 9 designates a projecting plate integral with the connecting pipe 8b, to which the tip of a piston rod of a telescopic jack 13 whose base end is connected to the bracket 12 on the upper valve 7a side is pivotally connected. By operating the telescopic jack 13, the telescoping cylinders 6a and 6b extend and contract, and the earth and sand sucked in from the lower end suction pipe 3 are intermittently sent out from the upper end discharge port 4 through the earth discharge pipe 5. This constitutes the dynamic pump 1. Note that 28 is a buckling prevention tube for the vertically extendable tubes 6a and 6b. Further, in the embodiment shown in the drawings, bellows type cylinders made of an elastic material such as rubber are used as the telescoping cylinders 6a and 6b, but telescopic cylinders in the form of telescopic cylinders as shown in Fig. 3 may also be used. Therefore, it is preferable to use a crushing valve having a blade on the valve body and capable of crushing, as shown in the embodiment shown in the drawings. Below the telescopic pump 1 configured as described above, there is a transfer cylinder 1 whose outlet port 15a communicates with the suction pipe 3.
A horizontal transfer device 14, which is driven by a motor 16 and has a rotary shaft 17 having screw blades 18 on its outer periphery, is installed horizontally within the horizontal transfer device 5. Further, an integrated kneading hopper 20 is provided above in communication with the supply port 15b of the transfer tube 15 of the horizontal transfer device 14. In addition, the kneading hopper 20
is equipped with a stirring blade 19 driven by a motor 27, and is provided with an injection pipe 29 through which water or slurry material can be injected into the interior from the outside.

そして叙上構成の土砂搬送装置Aは、掘削され
た竪孔21内の櫓23を構成するガイドレール2
2に沿つて吊り移動できるように、櫓23上のウ
インチまたはクレーンなどの巻上げ機械24から
のワイヤー25に連結されている。なお26は地
上適宜位置のダンプトラツクで、該ダンプトラツ
ク26の荷台上まで排土管5が延びている。
The earth and sand conveying device A having the above configuration includes a guide rail 2 that constitutes a tower 23 in an excavated pit 21.
It is connected to a wire 25 from a hoisting machine 24, such as a winch or a crane, on a turret 23 so that it can be suspended and moved along the turret 23. Note that 26 is a dump truck located at an appropriate position on the ground, and the earth removal pipe 5 extends to above the loading platform of the dump truck 26.

(作用) 今先ずモーター27,16を始動して撹拌羽根
19、スクリユー回転軸17を回転させると共に
伸縮ジヤツキ13及び弁7a,7bを適宜操作さ
せるようにして、竪孔21内の掘削土砂を混練ホ
ツパー20内に順次投入すると共に必要に応じて
注入管29で水または泥漿剤を適宜注入すると、
掘削土砂は混練ホツパー20内で撹拌羽根19に
よつて流動し易い状態に混練されてから水平移送
機14のスクリユ羽根18によつて水平移送さ
れ、伸縮動ポンプ1のポンプ作用で吸込管3から
吸込まれ、上端吐出口4から排土管5を経て地上
に断続的に送り出されるもので、地上のダンプト
ラツク26によつて運ばれるものである。そして
竪孔21の掘進と相俟つて土砂搬送装置Aは巻上
げ機械24作動で順次降下されて行くものであ
る。なお上記伸縮動ポンプ1のポンプ作用を第2
図で説明すると、先ず第2図イの状態で弁7aが
開、弁7bが閉となつてから第2図ロのように下
伸縮筒体6bが伸長、上伸縮筒体6aが収縮して
行くと、伸長しきつていた上伸縮筒体6a内の土
砂が順次弁7aから排土管5側へ送り出されると
共に水平移送機14側からの土砂が吸込管3を経
て下伸縮筒体6b内に順次吸込まれて行く。そし
て両者が伸長及び収縮しきつた第2図ハの状態と
なる。それから次に弁7aが閉、弁7bが開とな
つてから第2図イのように上伸縮筒体6aが伸
長、下伸縮筒体6bが収縮しきつた状態となる。
以上作用の繰返しで吸込管3から吸込んだ土砂を
排土管5側へ断続的に送り出すものである。
(Function) First, the motors 27 and 16 are started to rotate the stirring blade 19 and the screw rotating shaft 17, and the telescopic jack 13 and the valves 7a and 7b are appropriately operated to mix the excavated earth and sand in the pit 21. When the water or slurry is sequentially poured into the hopper 20 and water or slurry is injected as necessary through the injection pipe 29,
The excavated soil is kneaded in the mixing hopper 20 by stirring blades 19 into a fluidized state, then horizontally transferred by the screw blades 18 of the horizontal transfer device 14, and then pumped from the suction pipe 3 by the pumping action of the telescoping pump 1. It is sucked in and intermittently sent out to the ground from the upper end discharge port 4 via the earth discharge pipe 5, and is transported by a dump truck 26 on the ground. As the pit 21 is excavated, the earth and sand conveying device A is successively lowered by the operation of the hoisting machine 24. Note that the pumping action of the telescopic pump 1 is
To explain with a diagram, first, the valve 7a is opened and the valve 7b is closed in the state shown in FIG. As it goes, the earth and sand in the upper telescopic cylinder 6a, which has been stretched tightly, is sequentially sent out from the valve 7a to the earth removal pipe 5 side, and the earth and sand from the horizontal transfer machine 14 side passes through the suction pipe 3 and enters the lower telescopic cylinder 6b. They are sucked in one after another. Then, both of them are fully expanded and contracted, resulting in the state shown in FIG. 2C. Then, after the valve 7a is closed and the valve 7b is opened, the upper telescoping cylinder 6a is extended and the lower telescoping cylinder 6b is fully contracted, as shown in FIG. 2A.
By repeating the above action, the earth and sand sucked in from the suction pipe 3 is intermittently sent out to the earth discharge pipe 5 side.

(効果) この考案の竪坑掘削土砂搬送装置は、叙上のよ
うに伸縮動ポンプを使用した排土管系のパイプラ
イン搬送であるため、作業の安全性がきわめて高
いものであると共に排土管を延ばすことによつて
掘削土砂を地上のどんな遠方位置へでも容易に長
距離搬送できる卓抜した効果がある。また大きな
クレーン車やダンプトラツクの入れない市街地の
狭隘な作業現場でも容易に掘削土砂搬送が行える
もので、都会地での工事難及び騒音公害が解消で
きると共に例えば竪坑上に屋根を張つての雨天作
業や市街地工事で覆工板をかけたまゝの土砂搬送
処理などが行える優れた効果がある。また注入管
によつて適宜水または泥漿剤を混入して撹拌混練
によつて混練ホツパー内に入れた掘削土砂を最も
搬送し易い流動性をもたせた状態にでき、伸縮動
ポンプの強力な搬送パワーと相俟つてどんな土質
状態にも対応して効率の良い能率的な搬送作業が
行えるものである。
(Effects) As mentioned above, the shaft excavation earth and sand conveyance device of this invention uses a telescopic pump to convey the soil through a pipeline system, so it is extremely safe to work with, and the earth and sand conveyance system is very safe. This has the outstanding effect of allowing excavated soil to be easily transported over long distances to any remote location on the ground. In addition, it can easily transport excavated soil even in narrow work sites in urban areas where large crane trucks and dump trucks cannot fit, eliminating construction difficulties and noise pollution in urban areas. It has an excellent effect in transporting earth and sand while the lining board is still in place during work and urban construction work. In addition, the excavated soil can be mixed with appropriate water or slurry through the injection pipe and put into the mixing hopper by stirring and kneading to give it the fluidity that is most easily conveyed, and the telescopic pump has strong conveying power. Combined with this, it is possible to carry out efficient and efficient conveyance work in any soil condition.

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

図面はこの考案装置の実施例を示すものであつ
て、第1図は要部の縦断正面図、第2図イ,ロ,
ハは伸縮動ポンプの作用状態説明図、第3図は伸
縮筒体の別の実施例の縦断面図、第4図は使用状
態の説明図、第5図は同平面図である。 1……伸縮動ポンプ、2……竪筒本体、3……
吸込管、4……吐出口、5……排土管、6a,6
b……伸縮筒体、7a,7b……弁、8a,8b
……接続管、9……突板、10……摺動框、10
a……嵌子、11……軌条、12……ブロケツ
ト、13……伸縮ジヤツキ、14……水平移送
機、15……移送筒、15a……送出口、15b
……供給口、16……モーター、17……回転
軸、18……スクリユー羽根、19……撹拌羽
根、20……混練ホツパー、21……竪坑、22
……ガイドレール、23……櫓、24……巻上げ
機械、25……ワイヤー、26……ダンプトラツ
ク、27……モーター、28……座屈防止筒、2
9……注入管、A……土砂搬送装置。
The drawings show an embodiment of this invented device, with Fig. 1 being a longitudinal sectional front view of the main parts, Fig. 2 A, B, and B.
3 is a longitudinal sectional view of another embodiment of the telescopic cylinder, FIG. 4 is an explanatory view of the operating state, and FIG. 5 is a plan view thereof. 1...Telescopic pump, 2...Vertical cylinder body, 3...
Suction pipe, 4...Discharge port, 5...Discharge pipe, 6a, 6
b...Telescopic cylinder, 7a, 7b...Valve, 8a, 8b
... Connection pipe, 9 ... Veneer, 10 ... Sliding frame, 10
a...Insert, 11...Rail, 12...Brocket, 13...Telescopic jack, 14...Horizontal transfer machine, 15...Transfer cylinder, 15a...Outlet port, 15b
... Supply port, 16 ... Motor, 17 ... Rotating shaft, 18 ... Screw blade, 19 ... Stirring blade, 20 ... Kneading hopper, 21 ... Vertical shaft, 22
... Guide rail, 23 ... Turret, 24 ... Hoisting machine, 25 ... Wire, 26 ... Dump truck, 27 ... Motor, 28 ... Buckling prevention cylinder, 2
9... Injection pipe, A... Sediment conveyance device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 伸縮動によつて下端吸込管から吸込んだ土砂を
上端吐出口から排土管を経て断続的に送り出すよ
う両端に弁を夫々介装した伸縮筒体が竪筒本体内
に装設された伸縮動ポンプと、該伸縮動ポンプと
一体で上記吸込管に連通した水平移送機と、該水
平移送機の供給口に連通した注入管付設の混練ホ
ツパーとからなり、巻上げ機械などで吊り移動で
きるようにしてなる竪坑掘削土砂搬送装置。
A telescopic pump in which a telescoping cylinder with valves interposed at each end is installed in the vertical cylinder body so that earth and sand sucked in from the lower end suction pipe by telescopic movement are intermittently sent out from the upper end discharge port through the earth discharge pipe. , a horizontal transfer machine integrated with the telescopic pump and communicating with the suction pipe, and a kneading hopper with an injection pipe connected to the supply port of the horizontal transfer machine, so that it can be suspended and moved by a hoisting machine, etc. Vertical excavation earth and sand transport equipment.
JP986785U 1985-01-26 1985-01-26 Expired JPH0234313Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP986785U JPH0234313Y2 (en) 1985-01-26 1985-01-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP986785U JPH0234313Y2 (en) 1985-01-26 1985-01-26

Publications (2)

Publication Number Publication Date
JPS61125592U JPS61125592U (en) 1986-08-07
JPH0234313Y2 true JPH0234313Y2 (en) 1990-09-14

Family

ID=30490494

Family Applications (1)

Application Number Title Priority Date Filing Date
JP986785U Expired JPH0234313Y2 (en) 1985-01-26 1985-01-26

Country Status (1)

Country Link
JP (1) JPH0234313Y2 (en)

Also Published As

Publication number Publication date
JPS61125592U (en) 1986-08-07

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