JPH0526151Y2 - - Google Patents

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Publication number
JPH0526151Y2
JPH0526151Y2 JP2062488U JP2062488U JPH0526151Y2 JP H0526151 Y2 JPH0526151 Y2 JP H0526151Y2 JP 2062488 U JP2062488 U JP 2062488U JP 2062488 U JP2062488 U JP 2062488U JP H0526151 Y2 JPH0526151 Y2 JP H0526151Y2
Authority
JP
Japan
Prior art keywords
earth
sand
tip
air
suction pipe
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 - Lifetime
Application number
JP2062488U
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Japanese (ja)
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JPH01124896U (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
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Priority to JP2062488U priority Critical patent/JPH0526151Y2/ja
Publication of JPH01124896U publication Critical patent/JPH01124896U/ja
Application granted granted Critical
Publication of JPH0526151Y2 publication Critical patent/JPH0526151Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は圧縮空気の噴流を使用し掘削と排土を
同時に行い得るエアー式掘削排土装置に関するも
のである。 (従来の技術) 従来、埋設物を損傷させない土砂の掘削工具と
して第5図a,bに示す、圧縮空気のエネルギー
を直接利用する掘削工具があつた。 該工具を作動させるには空気口3より圧縮空気
を送り、バルブ2のレバー4を開くと掘削パイプ
1の先端から圧縮空気が噴出し、土砂を吹飛ばし
掘削が行われていた。 又、掘削し堆積した土砂の排土工具として第6
図a,b,cに示す吸入パイプA90と、排土パ
イプ15の間に負圧発生装置として市販品のワン
ダーガン6を設け、該ワンダーガン6内に圧縮空
気を吹出し、エジエクター効果によつて吸入パイ
プA90の先端から土砂を吸引し排出口16より
吐出させる工具があつた。 又同じく堆積した土砂の排出装置として、第7
図に示す如き従来技術の装置があり、エンヂン1
9によつて真空ポンプ20を駆動し、ホツパー2
3内の空気をフイルター21を通して排除し該ホ
ツパー21に連結した吸入パイプA90の先端よ
り堆積した土砂を吸引しホツパー内に排土させる
装置があつた。 (考案が解決しようとする課題) 従来のエアー式掘削工具の作業状態は、第5
図b〜cに示す如く土砂を吹き飛ばすのみの作
業が可能であつて、第5図cに示すように掘削
溝内に土砂が堆積れると、噴出空気が土砂中を
上方に抜け出して掘削の接続は不可能であつ
た。 又第6図aに示す従来の吸引排土工具による
排土作業は、第2図aに示す通り吸入パイプA
90の先端が土砂に接した場合、第2図bに示
すように空気の回り込み18が生じないため負
圧空気の流れ12が悪くなるので、必ず吸入パ
イプA90の先端部を土砂から離して作業しな
ければならなかつた。 又第7図に示す真空ポンプによる吸引排土装
置は、負圧力のみによる排土方式なので排土能
力が小さく掘削土砂の細粒状のもの以外は排土
が困難であり、更に本案装置の掘削能力に比べ
排土能力が小さく、又掘削と同時排土も不可能
である。 又、該真空ポンプ利用の装置は大型であり、
工事現場のスペース確保が困難であると云う欠
点があつた。 本考案の目的は、圧縮空気の噴流エネルギーを
使用することによつて、地下の埋設物を損傷せず
に土砂を掘削すると同時に掘削溝外に排土を可能
とするエアー式掘削排土装置を提供することにあ
る。 (課題を解決するための手段) 前記課題を解決するために本考案は、圧縮空気
を高速度でパイプの先端から噴出させ直接土砂に
吹付け該土砂の表面を掘削して地下埋設物を損傷
させず土砂に掘削溝を作成するようにしたエアー
式掘削排土装置において、該装置の先端に空気噴
出口80を有し、他端53を高圧空気発生手段
2に接続した掘削パイプ1と開口した先端101
と先端101の近傍周辺に複数個の空気口11を
有し、長手方向に所定長さを有する吸入パイプB
100を弾性材にて先端方向に附勢した土砂吸入
手段102を設け後方側部に負圧発生手段60
附設した吸入パイプA90とを二重構造に形成す
るとともに吸入パイプA90の後方には排土パイ
プ15を接続して構成したものである。 (作用) 本考案は内外二重パイプ構造としたエアー式掘
削排土装置の内外パイプ内に圧縮空気を互に逆方
向に送り込み、内管の掘削パイプ1は先端の空気
噴出口80の径を絞ることによつて流速を高めた
噴出空気を土砂に直接噴出させて、解砕掘削さ
せ、同時に噴上つた土砂を効率よく吸入パイプB
100から吸入し、外管の吸入パイプA90に取
付けた負圧発生装置であるワンダーガン6による
噴出空気の力を利用して加速し、排土パイプ1
5、排出口16を経て排土、送出を効率良く溝外
まで行うものである。 (実施例) 本考案の実施例を図面を参照して説明する。 第1図a,b,cにおいて、空気口3より圧縮
空気を送入し、レバー4を開くと、市販の負圧発
生器のワンダーガン6により吸入パイプA90内
に負圧を生じ引入パイプB100の先端に吸引力
を発生する。 次に取手5、及55を両手で握り空気噴出口8
0を掘削面に押し当てバルブ51の引金式レバー
50を引くと、空気噴出口80より加速された空
気14が噴出し掘削が開始される。 同時に吸入パイプB100の先端部より掘削土
砂が吸入され負圧発生器のワンダーガン6の発生
する負圧と、空気流により排土パイプ15を通り
排土口16より排土が行われる。 又、レバー4を戻すことによつて容易に掘削及
排土は停止する。前述の引入パイプB100をス
プリング13に依て前方に付勢している土砂吸入
手段102は掘削作業中、常に吸入パイプ先端1
01が土砂に接触し第2図c及第4図a,bに示
如く、空気口11より空気の回り込み18の流れ
を生じさせることに依て、噴上がる土砂を効率よ
く吸引することが出来るのである。 (考案の効果) 本考案は上述の通り構成されているので、次に
記載する効果を奏する。 圧縮空気のエネルギを直接土砂の掘削作業に使
用すると、同時に土砂の吸入排出の作業に転換さ
せることが出来るので、地下埋設物に損傷を与え
ずに、1台の小型軽量の装置によつて容易に効率
のよい掘削,排土作業を行う事が出来るものであ
る。 又、第2図c及び第3図b、第4図a,bに示
す如く土砂表面に常に吸入空気口11をもつ土砂
吸入出段102がスプリング13に付勢されて接
触して居るので空気の回り込み18の流れを生
じ、噴上る土砂を効率よく吸入する事が出来るも
のである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to an air-type excavation and earth removal device that can simultaneously perform excavation and earth removal using a jet of compressed air. (Prior Art) Conventionally, as an earth and sand excavation tool that does not damage buried objects, there has been an excavation tool that directly utilizes the energy of compressed air, as shown in FIGS. 5a and 5b. To operate the tool, compressed air is sent from the air port 3, and when the lever 4 of the valve 2 is opened, the compressed air is blown out from the tip of the excavation pipe 1, blowing away the earth and sand and performing excavation. In addition, the 6th model is used as a tool for removing earth and sand that has been excavated and accumulated.
A commercially available wonder gun 6 is installed as a negative pressure generating device between the suction pipe A90 shown in FIGS. There was a tool that sucked earth and sand from the tip of the suction pipe A90 and discharged it from the discharge port 16. Also, as a discharge device for the accumulated earth and sand, the 7th
There is a prior art device as shown in the figure, engine 1
9 drives the vacuum pump 20, and the hopper 2
There was a device for removing the air in the hopper 3 through a filter 21, sucking the accumulated earth and sand from the tip of a suction pipe A90 connected to the hopper 21, and discharging the earth into the hopper. (Problem to be solved by the invention) The working condition of the conventional pneumatic excavation tool is
As shown in Figures b to c, it is possible to simply blow away the earth and sand, and when the earth and sand accumulates in the excavation trench as shown in Figure 5 c, the blown air escapes upward through the earth and sand and connects the excavation. was impossible. In addition, earth removal work using the conventional suction earth removal tool shown in Fig. 6a is performed using suction pipe A as shown in Fig. 2a.
If the tip of the suction pipe A90 comes into contact with the earth and sand, the air flow 18 will not occur as shown in Fig. 2b, and the negative pressure air flow 12 will deteriorate, so be sure to keep the tip of the suction pipe A90 away from the earth and sand when working. I had to. In addition, the vacuum pump suction earth removal device shown in Fig. 7 is a soil removal method that uses only negative pressure, so its soil removal capacity is small and it is difficult to remove soil other than fine-grained excavated soil. The soil removal capacity is smaller than that of the conventional method, and it is impossible to excavate and simultaneously remove soil. In addition, the equipment using the vacuum pump is large,
One drawback was that it was difficult to secure space at the construction site. The purpose of this invention is to provide a pneumatic excavating and unloading device that uses compressed air jet energy to excavate earth and sand without damaging underground objects and at the same time discharge the earth outside the excavation trench. It is about providing. (Means for Solving the Problems) In order to solve the above problems, the present invention blows compressed air at high speed from the tip of a pipe and blows it directly onto the earth and sand, excavating the surface of the earth and sand and damaging underground objects. This pneumatic excavation and removal device is designed to create an excavation groove in the earth and sand, and has an air outlet 80 at the tip of the device, and the other end 53 is connected to the high-pressure air generating means 5.
2 and the open tip 101 connected to the excavation pipe 1
and a suction pipe B having a plurality of air ports 11 near the tip 101 and having a predetermined length in the longitudinal direction.
A suction pipe A90 with a negative pressure generating means 60 attached to the rear side is formed with a dirt suction means 102 made of an elastic material and biased toward the tip. It is constructed by connecting soil pipes 15. (Function) The present invention sends compressed air in opposite directions into the inner and outer pipes of the pneumatic excavating and unloading device which has a double-pipe structure, and the inner and outer pipes, ie, the excavating pipe 1, have a diameter of the air outlet 80 at the tip. By squeezing the air, the flow velocity of which has been increased, is ejected directly onto the earth and sand, causing crushing and excavation, and at the same time, efficiently sucking up the earth and sand.
100, and accelerates by using the force of the blowing air from the wonder gun 6, which is a negative pressure generator attached to the suction pipe A90 of the outer pipe, and the discharge pipe 1
5. The soil is efficiently discharged and sent out to the outside of the trench through the discharge port 16. (Example) An example of the present invention will be described with reference to the drawings. 1a, b, and c, when compressed air is introduced from the air port 3 and the lever 4 is opened, negative pressure is generated in the suction pipe A90 by the wonder gun 6 of a commercially available negative pressure generator, and the suction pipe B100 Generates suction force at the tip of the Next, hold the handles 5 and 55 with both hands and press the air outlet 8.
When the trigger lever 50 of the valve 51 is pulled, the accelerated air 14 is ejected from the air outlet 80 and excavation is started. At the same time, excavated soil is sucked in from the tip of the suction pipe B100, and is discharged from the soil discharge port 16 through the soil discharge pipe 15 by the negative pressure generated by the wonder gun 6, which is a negative pressure generator, and the air flow. Also, by returning the lever 4, the excavation and earth removal can be easily stopped. The earth and sand suction means 102 , which urges the above-mentioned suction pipe B100 forward by the spring 13, always keeps the suction pipe tip 1 during excavation work.
01 comes into contact with the earth and sand, and as shown in Fig. 2c and Fig. 4 a and b, the blowing up earth and sand can be efficiently sucked by causing a flow of air 18 from the air opening 11. It is. (Effects of the invention) Since the present invention is configured as described above, it produces the following effects. If compressed air energy is used directly for earth and sand excavation work, it can be converted into earth and sand suction and discharge work at the same time, so it can be easily carried out with one small and lightweight device without damaging underground objects. This enables efficient excavation and earth removal work. Furthermore, as shown in Figure 2c, Figure 3b, and Figures 4a and 4b, the earth and sand suction stage 102 , which has the air intake port 11, is always in contact with the earth and sand surface under pressure from the spring 13, so that no air can be absorbed. This creates a flow 18 that wraps around the area, allowing the erupting earth and sand to be sucked in efficiently.

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

第1図aは本考案の実施例の側面図、第1図b
は第1図aの断面図、第1図c第1図aの空気噴
出口80の詳細断面図、第2図aは従来の吸入パ
イプの機能説明図、第2図bは従来の吸入パイプ
先端部の機能説明図、第2図c本考案の吸入パイ
プ先端部の説明図、第3図aは掘削パイプと吸入
パイプとの機能を示す説明図、第3図bは本考案
の掘削排土のメカニズムを示す断面図、第4図
a,bは本考案の吸入パイプBのスライド部の説
明図、第5図a従来のエアー式掘削工具の側面
図、第5図bは第5図aの掘削作業状態を示す側
面図、第5図cは第5図bの空気流が抜け出す状
態を示す説明図、第6図a従来の吸引排土工具の
側面図、第6図b第6図aの一部断面図、第6図
c第6図aの作業状態を示す説明図、第7図は従
来の真空ポンプによる吸引排出装置の説明図。 1……掘削パイプ、2……バルブ、3……空気
口、4……レバー、5……取手、50……レバ
ー、51……バルブ、52……高圧空気発生手
段、55……取手、60……負圧発生手段、7…
…空気加速部、8……エアー溝、80……空気噴
出口、81……支承片、9……吹出口、90……
吸入パイプA、10……噴出空気、100……吸
入パイプB、101……吸入パイプ先端、102
……土砂吸入手段、11……空気口、12……負
圧空気の流れ、13……スプリング、130……
ストツパー、14……加速された空気、15……
排出パイプ、16……排土口、17……吸引力、
18……空気の回り込み、19……エンヂン、2
0……真空ポンプ、21……フイルター、22…
…掘削土の噴発、23……ホツパー、24……空
気。
Figure 1a is a side view of an embodiment of the present invention, Figure 1b
is a sectional view of FIG. 1a, FIG. 1c is a detailed sectional view of the air outlet 80 of FIG. 1a, FIG. 2a is a functional explanatory diagram of a conventional suction pipe, and FIG. 2b is a conventional suction pipe. Fig. 2c is an explanatory diagram of the tip of the suction pipe of the present invention, Fig. 3a is an explanatory diagram showing the functions of the excavation pipe and the suction pipe, and Fig. 3b is the explanatory diagram of the excavation pipe of the present invention. 4a and 4b are explanatory diagrams of the sliding part of the suction pipe B of the present invention, 5a is a side view of a conventional pneumatic excavation tool, and 5b is a sectional view showing the soil mechanism. Fig. 5(a) is a side view showing the state of excavation work, Fig. 5(c) is an explanatory view showing the state in which the air flow escapes in Fig. 5(b), Fig. 6(a) is a side view of a conventional suction earth removal tool, Fig. 6(b) is FIG. 6c is an explanatory diagram showing the working state of FIG. 6a, and FIG. 7 is an explanatory diagram of a suction and discharge device using a conventional vacuum pump. DESCRIPTION OF SYMBOLS 1...Drilling pipe, 2...Valve, 3...Air port, 4...Lever, 5...Handle, 50...Lever, 51...Valve, 52 ...High pressure air generation means, 55...Handle, 60 ... Negative pressure generating means, 7...
... Air acceleration part, 8 ... Air groove, 80 ... Air outlet, 81 ... Support piece, 9 ... Air outlet, 90 ...
Suction pipe A, 10...Blowout air, 100...Suction pipe B, 101...Suction pipe tip, 102
... Sediment suction means, 11 ... Air port, 12 ... Negative pressure air flow, 13 ... Spring, 130 ...
Stopper, 14... Accelerated air, 15...
Discharge pipe, 16... Soil discharge port, 17... Suction power,
18...Air circulation, 19...Engine, 2
0...Vacuum pump, 21...Filter, 22...
...Eruption of excavated soil, 23...Hopper, 24...Air.

Claims (1)

【実用新案登録請求の範囲】 圧縮空気を高速度でパイプの先端から噴出させ
直接土砂に吹付け該土砂の表面を掘削して地下埋
設物を損傷させず、土砂に掘削溝を作成するよう
にしたエアー式掘削排土装置において、 該装置の先端に空気噴出口80を有し途中支承
片81に支えられ他端53を高圧空気発生手段
2に接続した掘削パイプ1と 開口した吸入パイプ先端101と先端101の
近傍周辺に複数個の空気口11を有し、長手方向
に所定長さを有する吸入パイプB100を弾性材
にて先端方向に附勢した土砂吸入手段102を設
け後方側部に負圧発生手段60を附設した吸入パ
イプA90とを二重構造に形成するとともに吸入
パイプA90の後方には排出パイプ15を接続し
て構成したことを特徴とするエアー式掘削排土装
置。
[Scope of Claim for Utility Model Registration] Compressed air is ejected from the tip of a pipe at high speed and directly onto the earth and sand to excavate the surface of the earth and sand to create an excavation groove in the earth and sand without damaging underground objects. The pneumatic excavating and unloading device has an air outlet 80 at its tip, is supported by a support piece 81 in the middle, and has the other end 53 connected to a high-pressure air generating means 5.
2, an open suction pipe tip 101, and a suction pipe B100, which has a plurality of air ports 11 near the tip 101 and has a predetermined length in the longitudinal direction, in the tip direction using an elastic material. An energized earth and sand suction means 102 is provided, and a suction pipe A90 is provided with a negative pressure generating means 60 on the rear side, forming a double structure, and a discharge pipe 15 is connected to the rear of the suction pipe A90. A pneumatic excavation device featuring:
JP2062488U 1988-02-20 1988-02-20 Expired - Lifetime JPH0526151Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2062488U JPH0526151Y2 (en) 1988-02-20 1988-02-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2062488U JPH0526151Y2 (en) 1988-02-20 1988-02-20

Publications (2)

Publication Number Publication Date
JPH01124896U JPH01124896U (en) 1989-08-25
JPH0526151Y2 true JPH0526151Y2 (en) 1993-07-01

Family

ID=31237148

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2062488U Expired - Lifetime JPH0526151Y2 (en) 1988-02-20 1988-02-20

Country Status (1)

Country Link
JP (1) JPH0526151Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09317373A (en) * 1996-05-24 1997-12-09 Toyo Constr Co Ltd Method of shaft construction

Also Published As

Publication number Publication date
JPH01124896U (en) 1989-08-25

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