JPH0434215Y2 - - Google Patents

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Publication number
JPH0434215Y2
JPH0434215Y2 JP1984051188U JP5118884U JPH0434215Y2 JP H0434215 Y2 JPH0434215 Y2 JP H0434215Y2 JP 1984051188 U JP1984051188 U JP 1984051188U JP 5118884 U JP5118884 U JP 5118884U JP H0434215 Y2 JPH0434215 Y2 JP H0434215Y2
Authority
JP
Japan
Prior art keywords
excavated soil
soil
crushing
conveyance path
control body
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
JP1984051188U
Other languages
Japanese (ja)
Other versions
JPS60165554U (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 JP5118884U priority Critical patent/JPS60165554U/en
Publication of JPS60165554U publication Critical patent/JPS60165554U/en
Application granted granted Critical
Publication of JPH0434215Y2 publication Critical patent/JPH0434215Y2/ja
Granted legal-status Critical Current

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  • Discharge Of Articles From Conveyors (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
  • Feeding Of Articles To Conveyors (AREA)
  • Combined Means For Separation Of Solids (AREA)
  • Disintegrating Or Milling (AREA)

Description

【考案の詳細な説明】 本考案は、道路工事現場や建設現場等における
掘削土を解砕するものに係り、特にふるい機で土
塊解砕機において適切に解砕しうべく選別し、か
つ、該土塊解砕機を保護しつつ解砕し、被選別の
掘削土を再生可能にして、次工程に向けて搬送し
うべくなした掘削土の解砕装置に関する。
[Detailed description of the invention] The present invention relates to crushing of excavated soil at road construction sites, construction sites, etc., and in particular, it uses a sieve to sort soil for appropriate crushing in a clod crusher, and This invention relates to an excavated soil crushing device designed to crush the clod crusher while protecting it, to make the excavated soil to be sorted recyclable, and to transport it to the next process.

従来は、ガス導管や上下水道管や電気ケーブル
等の地下での工事や、さらには、各種建設工事に
伴う大量で、かつ、多種多様に発生する掘削土
は、耐圧縮強度や、含水率や、粘性度さらには粒
塊状態等の条件が不定なため、再利用には適せな
いものとされていた。
Conventionally, excavated soil, which is produced in large quantities and in a wide variety of forms during underground construction work such as gas pipelines, water and sewage pipes, and electric cables, as well as various types of construction work, has been subject to various tests such as compressive strength, moisture content, etc. Because the conditions such as viscosity, granule state, etc. are uncertain, it was considered unsuitable for reuse.

そのために、各種掘削土は、海浜、河川、湖沼
等の埋立用や、遠隔の未利用やへき地等へ運搬し
て、投棄するのみで、極めて非効率で、かつ埋立
場所によつては公害が発生し、さらに環境保全対
策の進展等のため、埋立や投棄可能場所がますま
す遠隔となり、また公的制約も厳しくなつてき
て、社会的な問題になつてきた。
For this reason, various types of excavated soil are either used for reclamation at beaches, rivers, lakes, etc., or are simply transported and dumped to unused or remote areas, which is extremely inefficient and may cause pollution depending on the landfill location. Due to the development of environmental conservation measures, landfill and dumping sites have become increasingly remote, and public restrictions have become stricter, making it a social problem.

よつて、最近一部で建設時の掘削土の再生が実
施されるようになつてきたが、未だ全掘削土を対
象にしたものではなく、特定の条件を充たす掘削
土についてのみで、これを一括処理し、取扱容易
で、静しゆくに処理可能なものがなく、これの出
現を要望せられている。
Therefore, recently, some areas have begun to recycle excavated soil during construction, but this has not yet been applied to all excavated soil, but only to excavated soil that meets certain conditions. There is no one that can be processed all at once, easily handled, and silently, and there is a strong demand for one.

そこで本考案は、上記事実を考慮してなされた
もので、任意の掘削土をふるい機のふるい面へ一
括投入して、土塊解砕機において適切に解砕しう
べく特大塊や異物を選別し、かつ、該土塊解砕機
へ解砕に不適切な掘削土が送給された際には、搬
送用コンベアと共に解砕刃を保護しつつ解砕し
て、再生可能状態にして次工程へ送給しうべくな
した掘削土の解砕装置の提供を目的としてなされ
たものである。
Therefore, the present invention was developed in consideration of the above facts, and any excavated soil is thrown into the sieve surface of the sieve machine, and oversized lumps and foreign substances are sorted out in order to be properly crushed by the clod crusher. , and when excavated soil unsuitable for crushing is sent to the soil crusher, it is crushed together with the transport conveyor while protecting the crushing blades and made into a recyclable state and sent to the next process. The purpose of this project was to provide a crushing device for excavated soil.

すなわち本考案は、特大塊や異物を除去するふ
るい機を通過して搬送路上を移送される掘削土に
接して所望高さとするとともに、該掘削土を該搬
送路の走行方向に整向し、かつ、石等の固いもの
に覆つている土を剥がすべく棒状になして該搬送
路の移送方向へ揺動可能とした制御体を吊設し、
さらに、該制御体の下流側で常時上下方向に往復
動可能に付勢されつつ該搬送路上の所定位置で回
動して被移送掘削土を解砕しうべくなつていて、
かつ、前記搬送路上を移送されてくる掘削土に解
砕不能の石塊等の異物が混入時上方へ回避後前記
所定位置に復帰しうべく解砕刃を配設して、前記
掘削土を解砕しうべくなしたことを要旨とする。
That is, the present invention passes through a sieving machine that removes oversized lumps and foreign matter and brings the excavated soil into contact with the conveyance path to a desired height, and orients the excavated soil in the traveling direction of the conveyance path. Further, in order to remove soil covering hard objects such as stones, a rod-shaped control body that can be swung in the transport direction of the transport path is suspended;
Further, the control body is always biased so as to be able to reciprocate in the vertical direction on the downstream side of the control body and rotate at a predetermined position on the conveyance path to crush the transported excavated soil,
In addition, a crushing blade is provided so that when a foreign object such as an unbreakable stone block is mixed into the excavated soil being transferred on the conveyance path, a crushing blade is arranged so that the excavated soil returns to the predetermined position after avoiding it upward. The summary is what was done to resolve the issue.

以下、上記した本考案の要旨をさらに明確にす
るため、その一実施例を挙げ図面を利用して説明
する。
Hereinafter, in order to further clarify the gist of the present invention described above, one embodiment thereof will be described with reference to the drawings.

第1図ないし第5図に示すように、解砕装置1
は、進入台11と選別された解砕不能塊を投棄す
るために対面して配設された囲壁12とにより形
成される谷状部Cに配置される。また谷状部C状
に櫓状の枠体13が立設され、枠体13の対設し
た2本の根太部131,131のそれぞれほぼ中
央上面に相対峙して付設される軸受132,13
2が、反転式振動ふるい機14(以下単にふるい
機とのみいう)の一端に両側方へ突設された反転
軸141,141を、それぞれ防震材133を介
して180度反転可能に枢支している。
As shown in FIGS. 1 to 5, a crushing device 1
is disposed in a trough-shaped portion C formed by the entrance table 11 and the surrounding wall 12 which is disposed facing each other for discarding the sorted uncrushable lumps. Further, a turret-shaped frame 13 is erected in the trough C shape, and bearings 132, 13 are attached facing each other substantially at the center upper surfaces of the two opposing joists 131, 131 of the frame 13.
2 pivotally supports reversing shafts 141, 141 protruding from both sides at one end of the reversing type vibrating sieve machine 14 (hereinafter simply referred to as the sieving machine) so that they can be rotated 180 degrees through earthquake-proofing materials 133, respectively. ing.

さらに枠体13、梁材134,134にはモノ
レール135が架設され、ホイストまたはチエン
ブロツク等の揚重機136を摺動可能に支承し、
該揚重機136により伸巻される索137等の端
末がふるい機14の他端に連結されている。前記
ふるい機14には反転軸141および他端の索1
37等からなる前記反転機構のほかに、振動用モ
ータ142が付設されて、供給される残土の選別
の促進および目詰まり防止を図つているが、一方
ふるい機14の振動を根太部131に伝えないよ
う前記軸受132は防震材133を介して反転軸
141を枢支している。
Furthermore, a monorail 135 is installed on the frame 13 and the beams 134, 134, and slidably supports a lifting device 136 such as a hoist or chain block.
A terminal end of a cable 137 etc. stretched by the lifting machine 136 is connected to the other end of the sieving machine 14. The sieving machine 14 has a reversing shaft 141 and a cable 1 at the other end.
37, etc., a vibration motor 142 is attached to promote sorting of the supplied surplus soil and prevent clogging. The bearing 132 pivotally supports the reversing shaft 141 via an anti-seismic material 133 to prevent this.

さらに、軸受132を支承してふるい機14の
他端が正、反転状態になつた際の根太部131に
接する位置には、それぞれ防震突起138が配設
され、また一方ふるい機14他端には、反転軸1
41と平行に両側方へ突設された軸143に付設
の防震座144と当接するようにしてある。なお
防震座144は前記143に防震材133を介し
て回転自在に枢着してあるので、ふるい機14の
反転時にも防震座144が自重で常に上方を指向
しながら反転するので、正、反転時共確実に防震
突起138と防震座144は当接して、振動、衝
撃を吸収する。
Furthermore, seismic isolation protrusions 138 are provided at the positions where the bearing 132 is supported and the other end of the sieving machine 14 is in contact with the joist 131 when the other end is in the normal or reversed state, and the other end of the sieving machine 14 is is the inversion axis 1
A shaft 143 protruding to both sides in parallel with the shaft 41 is brought into contact with an attached seismic isolation seat 144. The seismic isolator 144 is rotatably connected to the seismic member 143 via the antiseismic material 133, so even when the sieving machine 14 is reversed, the seismic isolator 144 always turns upward due to its own weight, so that it can be rotated between normal and reverse directions. The earthquake-proof protrusion 138 and the earthquake-proof seat 144 reliably come into contact with each other and absorb vibrations and shocks.

前記ふるい機14の下方には、原料ホツパ15
が根太部131から吊設されていて、該原料ホツ
パ15は、ふるい機14を通過した被選別残土を
一時収容して、継続的に下方を矢印a方向に走行
するベルトフイーダBf上へ給送する。
A raw material hopper 15 is located below the sieve 14.
is suspended from the joist 131, and the raw material hopper 15 temporarily stores the residual soil to be sorted that has passed through the sieve 14, and feeds it onto a belt feeder Bf that continuously runs downward in the direction of arrow a. .

前記ホツパ15の下流側出口近傍には、被選別
掘削土を整向、平準化し、さらには、石等の固い
ものに覆つている土を剥がす等をなす制御体16
が吊設されていて、該制御体16は棒状で上部を
ベルトフイーダBfと平行方向に揺動可能に枢支
され、下端は宙ぶらりの状態に複数本配設されて
いる。制御体16の下流側はダクト17が延設さ
れ、その中間部の両側壁に正対して土塊解砕機1
8の回転軸181が貫通し、かつ上下に往復動す
ることを可能ならしめるスリツト孔171が開設
してある。
Near the outlet on the downstream side of the hopper 15, there is a control body 16 for aligning and leveling the excavated soil to be sorted, and also for peeling off soil covered with hard objects such as stones.
The control bodies 16 are rod-shaped, and the upper part of the control body 16 is pivotally supported to be swingable in a direction parallel to the belt feeder Bf, and the lower ends of the control bodies 16 are suspended in the air. A duct 17 is extended on the downstream side of the control body 16, and a clod crusher 1 is installed directly opposite both walls of the intermediate part of the duct 17.
A slit hole 171 is provided through which the rotary shaft 181 of No. 8 can pass through and allow it to reciprocate up and down.

該土塊解砕機18は、ダクト17をまたぐ枠体
182と、枠体182を斜辺186a上で支承す
る直角三角形状の支持櫓186と、頂角部の滑車
188を介して索187等で結ばれる重錘189
よりなり、該枠体182は、下端で前記スリツト
孔171を貫通する前記回転軸181を枢支する
と共に、他端附近に固着する駆動用モータ183
でチエン184を介して該回転軸181を矢印b
方向に回転させる。回転軸181には、制御体1
6によつて整向、平準化されて送給される被選別
掘削土中の粘度質塊等をほぐすべく、やや先端方
向へテーパ状とした解砕刃181aが複数本植設
される。なお、前記頂角部の滑車188を介して
索187等で連結された枠体182と重錘189
は、やや枠体182側を重たくしてあるので、コ
ロ185等を介して斜辺186aと接している枠
体182は最下端まで下降しようとするので、前
記解砕刃181aがベルトフイーダBf上所望の
間隙を残存するよう、ストツパ186bが斜辺1
86a上に突設される。また、被選別掘削土中に
石塊等解砕不能物が混在して解砕刃181aに当
たつて破壊したり、ベルトフイーダBfが損傷す
ることを防止するため、前記したように枠体18
2側がやや重いだけであるため、微小なシヨツク
で解砕刃181aは回転しながら上昇して逃げる
ので破損することはなく、また、特に大塊なもの
で適切に解砕ができない選別掘削土は、解砕刃1
81a上に上載されて、上方へ回動案内されてベ
ルトフイーダBfの後流側へ移送される。
The clod crusher 18 is connected to a frame 182 that straddles the duct 17, a right triangular support tower 186 that supports the frame 182 on an oblique side 186a, and a cable 187 via a pulley 188 at the top corner. Weight 189
The frame body 182 pivotally supports the rotating shaft 181 passing through the slit hole 171 at its lower end, and a driving motor 183 fixed near the other end.
The rotating shaft 181 is connected to the arrow b through the chain 184.
Rotate in the direction. The control body 1 is attached to the rotation shaft 181.
A plurality of crushing blades 181a slightly tapered toward the tip are installed in order to loosen viscous lumps, etc. in the excavated soil to be sorted, which is oriented and leveled and fed by the crushing blades 181a. Note that the frame 182 and the weight 189 are connected by a cable 187 or the like via a pulley 188 at the top corner.
Since the frame body 182 side is made slightly heavier, the frame body 182 which is in contact with the oblique side 186a through the rollers 185, etc., tries to descend to the lowest end, so that the crushing blade 181a moves to the desired position above the belt feeder Bf. The stopper 186b is placed on the oblique side 1 so as to leave a gap.
It is provided protrudingly on 86a. In addition, in order to prevent uncrushable materials such as stone blocks from being mixed in the excavated soil to be sorted and being destroyed by hitting the crushing blade 181a or damaging the belt feeder Bf, the frame 18 is
Since the second side is only slightly heavy, the crushing blade 181a rotates and lifts up and escapes with a minute shock, so it will not be damaged, and in particular, the sorted excavated soil that is large lumps and cannot be crushed properly. , crushing blade 1
It is placed on top of the belt feeder 81a, is rotationally guided upward, and is transferred to the downstream side of the belt feeder Bf.

以上のようにして構成される掘削土の解砕装置
1の作用について、以下で説明する。
The operation of the excavated soil crushing device 1 configured as described above will be explained below.

建設現場や道路工事現場等で発生した大量の掘
削土は、すべて無差別にダンプトラツクまたはブ
ルドーザ等で進入台11上まで運搬し、正位置に
あるふるい機14上へ供給する。該ふるい機14
上に供給された該掘削土は、振動用モータ142
による振動で解砕可能でかつ改良可能なる掘削土
と、廃土及び廃材に効率良く選別される。ふるい
機14を通過した被選別掘削土は、原料ホツパ1
5内に落下し、一時収容されてベルトフイーダ
Bf上に継続的に供給される。ベルトフイーダBf
に搬送されて制御体16に達した被選別掘削土は
ベルトフイーダBf上の積層高をほぼ一定になら
され、かつ斜めになつて進んできた細長い土塊ま
たは石塊等は正しくベルトフイーダBfの走行方
向に整向して土塊解砕機18に送給される。解砕
刃181aは、被選別掘削土の進行方向に向けて
回転しながら被選別掘削土をほぐし、該掘削土中
に解砕不能の石塊等が混入していて解砕刃181
aに当たると、前記したように土塊解砕機18の
枠体182と重錘189は索187等で連結され
て前記解砕刃181aは、常時ベルトフイーダ
Bf上近傍で、微妙なバランスを保たせてあるの
で、解砕刃181aは回転しながら直ちに上方へ
回避後直ちに所定位置に復帰しうべくなされてい
るので、ベルトフイーダBfまたは解砕刃181
aに損傷を与えることはなく保護され、そして土
塊解砕機18でほぐされた掘削土は、次工程へ送
給するベルトコンベアB1上へ供給される。
A large amount of excavated soil generated at construction sites, road construction sites, etc. is indiscriminately transported by dump trucks, bulldozers, etc. to the top of the approach platform 11, and is fed onto the sieve 14 in the correct position. The sieve machine 14
The excavated soil supplied above is moved by the vibration motor 142.
The vibration of the excavated soil, which can be crushed and improved, is efficiently separated into waste soil and waste materials. The excavated soil to be sorted that has passed through the sieve 14 is transferred to the raw material hopper 1.
5 and was temporarily stored in the belt feeder.
Continuously supplied on Bf. Belt feeder Bf
The excavated soil to be sorted that has been conveyed to the control body 16 is made to have a nearly constant stacking height on the belt feeder Bf, and elongated soil blocks or stone blocks that have progressed diagonally are corrected in the running direction of the belt feeder Bf. The soil is oriented and fed to the clod crusher 18. The crushing blade 181a loosens the excavated soil to be sorted while rotating in the direction of movement of the excavated soil to be sorted.
When hitting a, the frame 182 and the weight 189 of the clod crusher 18 are connected with the cable 187 etc. as described above, and the crushing blade 181a is always connected to the belt feeder.
Since a delicate balance is maintained near the top of Bf, the crushing blade 181a is designed to immediately return to the predetermined position after avoiding upward movement while rotating.
The excavated soil, which is protected from damage to the soil a and loosened by the clod crusher 18, is supplied onto the belt conveyor B1 to be sent to the next process.

以上説明したように、本考案に係る掘削土の解
砕装置は、建設現場や道路工事現場やその他の土
木工事等で発生した任意の掘削土を、ふるい機で
特大塊や異物を除去し、選別して搬送路上を移送
されると、該搬送路上に吊設されている制御体
で、整向、平準化し、さらには、石等に付着して
いる土をあらかじめ剥がす等して、後流側の土塊
解砕機に送給されると、これの解砕刃により掘削
土はほぐされ、もし、解砕不能の石塊等が該解砕
刃に当接すると該解砕刃が上下方向に往復動可能
に付勢されつつバランスを取つて搬送路上の所定
位置で回動しているので、回転しながら上方へ回
避後直ちに所定位置に復帰しうべくなつているの
で、該解砕刃やベルトフイーダ等に損傷を与える
ことなく保護されて、効率よく解砕可能となり、
これによりなる土は、各種建設工事、道路工事等
に適切に利用しえて、資源及び経費の節減とな
り、かつ他の工程への波及効果が非常に大となる
等独時の効果を奏し、実用的に優れた考案であ
る。
As explained above, the excavated soil crushing device according to the present invention uses a sieve to remove oversized lumps and foreign matter from any excavated soil generated at construction sites, road construction sites, and other civil engineering works. Once the stones are sorted and transported along the conveyance path, they are orientated and leveled by a control unit suspended on the conveyance path, and furthermore, the soil adhering to stones, etc. is removed in advance, and the flow is carried out in the wake. When fed to the soil clod crusher on the side, the excavated soil is loosened by the crushing blades of this machine, and if a stone lump etc. that cannot be crushed comes into contact with the crushing blade, the crushing blade will move vertically. The crushing blade and The belt feeder, etc. is protected from damage, allowing for efficient crushing.
The resulting soil can be used appropriately for various construction works, road works, etc., saving resources and costs, and having a very large ripple effect on other processes. This is an excellent idea.

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

図面は本考案掘削土の解砕装置の一実施例を示
したもので第1図は装置全体の平面図、第2図は
一部欠截正面図、第3図は反転式振動ふるい機の
反転軸および防震構造の一部欠截正面図、第4図
は第1図A−A断面図、第5図は要部正面図であ
る。 1……解砕装置、14……反転式振動ふるい
機、16……制御体、18……土塊解砕機、18
1……回転軸、181a……解砕刃、182……
枠体、183……駆動用モータ、187……索、
188……滑車、189……重錘、Bf……ベル
トフイーダ。
The drawings show one embodiment of the excavated soil crushing apparatus of the present invention. Figure 1 is a plan view of the entire apparatus, Figure 2 is a partially cutaway front view, and Figure 3 is a diagram of a reversible vibrating sieve. FIG. 4 is a partially cutaway front view of the reversing shaft and earthquake-proof structure, FIG. 4 is a sectional view taken along line AA in FIG. 1, and FIG. 5 is a front view of the main parts. DESCRIPTION OF SYMBOLS 1... Crushing device, 14... Reversing type vibrating sieve machine, 16... Control body, 18... Clod crusher, 18
1...Rotating shaft, 181a...Crushing blade, 182...
Frame body, 183... Drive motor, 187... Cable,
188...pulley, 189...weight, Bf...belt feeder.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 特大塊や異物を除去するふるい機を通過して搬
送路上を移送される掘削土に接して所望高さとす
るとともに、該掘削土を該搬送路の走行方向に整
向し、かつ、石等の固いものに覆つている土を剥
がすべく棒状になして該搬送路の移送方向へ揺動
可能とした制御体を吊設し、さらに、該制御体の
下流側で常時上下方向に往復動可能に付勢されつ
つ該搬送路上の所定位置で回動して被移送掘削土
を解砕しうべくなつていて、かつ、前記搬送路上
を移送されてくる掘削土に解砕不能の石塊等の異
物が混入時上方へ回避後前記所定位置に復帰しう
べく解砕刃を配設して、前記掘削土を解砕しうべ
くなしたことを特徴とする掘削土の解砕装置。
The excavated soil is passed through a sieve that removes oversized lumps and foreign matter, and is brought into contact with the excavated soil transported on the conveyance path to a desired height. A rod-shaped control body that can swing in the transport direction of the conveyance path is installed in order to remove soil that is covered by hard objects, and furthermore, the control body can be constantly reciprocated in the vertical direction on the downstream side of the control body. It is designed to rotate at a predetermined position on the conveyance path while being energized to crush the excavated soil to be transferred, and to prevent uncrushable stone blocks or the like from being contained in the excavated soil being transferred on the conveyance path. An apparatus for crushing excavated soil, characterized in that a crushing blade is disposed so that when foreign matter enters the soil, it escapes upward and then returns to the predetermined position, thereby crushing the excavated soil.
JP5118884U 1984-04-07 1984-04-07 Excavated soil crushing equipment Granted JPS60165554U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5118884U JPS60165554U (en) 1984-04-07 1984-04-07 Excavated soil crushing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5118884U JPS60165554U (en) 1984-04-07 1984-04-07 Excavated soil crushing equipment

Publications (2)

Publication Number Publication Date
JPS60165554U JPS60165554U (en) 1985-11-02
JPH0434215Y2 true JPH0434215Y2 (en) 1992-08-14

Family

ID=30570005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5118884U Granted JPS60165554U (en) 1984-04-07 1984-04-07 Excavated soil crushing equipment

Country Status (1)

Country Link
JP (1) JPS60165554U (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52145102A (en) * 1976-05-29 1977-12-02 Ueda Noki Kk Tilling device
JPS5322564U (en) * 1976-08-05 1978-02-25
JPS5840612B2 (en) * 1979-08-20 1983-09-07 日本鋼管株式会社 Excavated soil improvement method
JPS621140Y2 (en) * 1981-05-08 1987-01-12

Also Published As

Publication number Publication date
JPS60165554U (en) 1985-11-02

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