JPH0593490A - Crushing agent packing and water injecting machine - Google Patents

Crushing agent packing and water injecting machine

Info

Publication number
JPH0593490A
JPH0593490A JP16081891A JP16081891A JPH0593490A JP H0593490 A JPH0593490 A JP H0593490A JP 16081891 A JP16081891 A JP 16081891A JP 16081891 A JP16081891 A JP 16081891A JP H0593490 A JPH0593490 A JP H0593490A
Authority
JP
Japan
Prior art keywords
crushing agent
water
hole
main body
crushing
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.)
Pending
Application number
JP16081891A
Other languages
Japanese (ja)
Inventor
Kazutaka Watabe
一孝 渡部
Migaku Kato
磨 加藤
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.)
SAN GIKEN KK
Original Assignee
SAN GIKEN KK
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 SAN GIKEN KK filed Critical SAN GIKEN KK
Priority to JP16081891A priority Critical patent/JPH0593490A/en
Publication of JPH0593490A publication Critical patent/JPH0593490A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

PURPOSE:To save labor, raise the efficiency of operation, and raise the safety of crushing operation by a method in which a breaking agent is packed into the holes of rock or concrete, and water is injected into the holes by setting up the reaction starting time for the breaking agent and water. CONSTITUTION:A tripod 15 is attached to a bracket 14, the upper end of the aluminum pipe body 1 is closed with a blind flange, and a breaking agent inlet 4 is formed in a given position of the lower end. A pipe 5a is inserted into the horizontal hole B to connect a valve 13 and a water injection tank 16 by houses 12, 17 and 19 an air compressor 18 is connected to the valve 6f, and the tank 16 is connected with the compressor 18. while a striker 6 is kept, a breaking agent is charged into an inducer 5 from the inlet 4. The rod 6b is advanced, a breaking agent is packed into the hole B and struck to raise the packing density, After a given amount of the breaking agent is packed, the rod 6b is retracted to open the valve 13, and water is injected into the hole B from an injection 10. A water injecting time is set up to set up the reaction starting time of the breaking agent and water.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は岩石やコンクリート等の
脆性物体を破砕する際に予めこれ等の物体に穿孔されて
いる穴に破砕剤を充填すると共に注水するための破砕剤
充填注水機に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crushing agent-filled water injection machine for crushing brittle objects such as rocks and concrete, for filling the crushing agent in holes previously drilled in these objects and injecting water. It is a thing.

【0002】[0002]

【従来の技術】岩石やコンクリート等の脆性物体を破砕
する際に、静的破砕剤を利用する破砕工法が用いられて
いる。この工法は、破砕すべき岩石等に予め所定深さを
有する複数の穴を穿孔しておき、これ等の穴に生石灰を
主成分とする破砕剤を充填して水と反応させ、この反応
熱によって岩石等を破砕するものである。岩石等に穿孔
されている穴に破砕剤を充填するに際し、充填密度を高
めることを目的として、充填された破砕剤に打撃力を付
与することが多い。この場合、破砕剤の充填作業は、穴
に破砕剤を投入する作業と、投入された破砕剤を打撃装
置によって衝き固める作業とを繰り返すことで実施され
る。本件出願人は岩石等に垂直方向に穿孔された穴に破
砕剤を充填するための破砕剤充填機を開発して既に特許
出願している(特願平2−293742号)。
2. Description of the Related Art A crushing method utilizing a static crushing agent is used for crushing brittle objects such as rocks and concrete. In this method, a plurality of holes having a predetermined depth are preliminarily drilled in rock or the like to be crushed, and these holes are filled with a crushing agent containing quicklime as a main component and reacted with water. It crushes rocks, etc. When filling a crushing agent into a hole drilled in rock or the like, an impact force is often applied to the filled crushing agent for the purpose of increasing the packing density. In this case, the filling operation of the crushing agent is performed by repeating the operation of charging the crushing agent into the hole and the operation of crushing the charged crushing agent with the impacting device. The applicant has developed a crushing agent filling machine for filling a crushing agent into a hole drilled in a rock or the like in the vertical direction and has already applied for a patent (Japanese Patent Application No. 2-293742).

【0003】[0003]

【発明が解決しようとする課題】上記発明は岩石等に垂
直に穿孔された穴に破砕剤を充填することを目的として
おり、且つ予め個別包装した破砕剤を水に浸漬した後、
穴に充填するようにしている。このため、上記破砕剤充
填機は特別な注水機能を有していない。上記の如く破砕
剤を水に浸漬した後穴に充填するのでは、破砕剤の反応
が穴に充填される以前から進行するという問題がある。
然し、穴が垂直方向に穿孔されているという条件の基で
使用する場合、本体に投入された破砕剤は直ちに穴内に
落下するため、充分な実用性を有するものである。一
方、穴が水平方向に穿孔されている場合、予め水に浸漬
した破砕剤を本体に投入すると、この破砕剤は直ちに穴
内に落下しないため、本体内で破砕剤の反応が進行する
こととなり不便である。
DISCLOSURE OF THE INVENTION The above-mentioned invention is intended to fill a crushing agent in a hole vertically drilled in a rock or the like, and after immersing the crushing agent individually prepackaged in water,
I try to fill the holes. Therefore, the crushing agent filling machine does not have a special water injection function. If the crushing agent is immersed in water and then filled in the holes as described above, there is a problem that the reaction of the crushing agent proceeds even before the holes are filled.
However, when used under the condition that the holes are drilled in the vertical direction, the crushing agent put into the main body immediately falls into the holes, and thus has sufficient practicality. On the other hand, when the hole is drilled horizontally, if the crushing agent pre-soaked in water is put into the main body, this crushing agent does not immediately fall into the hole, and the reaction of the crushing agent proceeds in the main body, which is inconvenient. Is.

【0004】本発明の目的は、上記発明を更に発展させ
たものであり、岩石等に穿孔されている穴に対する破砕
剤の充填及び注水を別個に行うことを可能とし、これに
より、破砕作業をより安全に実施することが出来る破砕
剤充填注水機を提供せんとするものである。
An object of the present invention is a further development of the above invention, which makes it possible to separately fill and inject water with a crushing agent into holes drilled in rocks or the like, thereby carrying out the crushing work. It is intended to provide a water injection machine filled with a crushing agent that can be carried out more safely.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に本発明に係る破砕剤充填注水機は、予め穿孔されてい
る穴に破砕剤の充填及び注水を行うための破砕剤充填注
水機であって、破砕剤の投入口を有する筒状の本体と、
前記本体の内部に前記投入口と対応して設けられ投入さ
れた破砕剤を前記穴に導入するための導入部材と、前記
本体に移動可能に設けられ破砕剤を打撃して該破砕剤を
前記穴に充填するための打撃部材と、前記本体に設けら
れ前記打撃部材を係止するための係止部材と、前記本体
に設けられ前記穴に水を注入するための注水部材とを有
して構成されるものである。
In order to solve the above-mentioned problems, a crushing agent filling water injection machine according to the present invention is a crushing agent filling water injection machine for filling a pre-drilled hole with a crushing agent and water injection. There is a cylindrical body with a crushing agent input port,
An introducing member that is provided inside the main body so as to correspond to the input port and introduces the crushing agent that has been charged into the hole, and the crushing agent that is movably provided in the main body and strikes the crushing agent A hitting member for filling the hole, a locking member provided in the main body for locking the hitting member, and a water injection member provided in the main body for injecting water into the hole, It is composed.

【0006】[0006]

【作用】上記破砕剤充填注水機(以下『充填機』とい
う)によれば、岩石等に予め穿孔されている穴に破砕剤
を高密度で充填すると共に、適宜注水することが出来
る。このため、破砕剤を穴に充填した後、注水すること
によって破砕剤の反応を開始させることが出来る。従っ
て、穴に充填された破砕剤と水との反応開始時期を適宜
調整することが可能であり、岩石等に対する破砕作業を
安全に実施することが出来る。即ち、筒状の本体に設け
た係止部材によって打撃部材を係止して本体に設けた投
入口から破砕剤を投入し、次いで、打撃部材の係止を解
除して該打撃部材を駆動しつつ本体に沿って移動させて
破砕剤に打撃力を付与することで、この破砕剤を高密度
で充填することが出来る。そして破砕剤を充填した穴に
適宜注水部材によって水を注入することが出来る。
According to the crushing agent filling water injection machine (hereinafter referred to as "filling machine"), the crushing agent can be filled at a high density in the holes previously drilled in rocks or the like, and water can be appropriately injected. Therefore, the reaction of the crushing agent can be started by filling the hole with the crushing agent and then injecting water. Therefore, it is possible to appropriately adjust the reaction start time of the crushing agent filled in the holes and water, and it is possible to safely perform the crushing work on rocks and the like. That is, the striking member is locked by the locking member provided on the cylindrical main body, the crushing agent is introduced from the charging opening provided on the main body, and then the locking of the striking member is released to drive the striking member. At the same time, the crushing agent can be packed at a high density by moving the crushing agent along the main body and applying a striking force to the crushing agent. Then, water can be injected into the hole filled with the crushing agent by an appropriate water injection member.

【0007】[0007]

【実施例】以下上記手段を適用した充填機の一実施例に
ついて図を用いて説明する。図1は充填機の正面図、図
2は充填機の側面図、図3は充填機を作動させる際の説
明図である。図に示す充填機Aは岩石やコンクリート等
の脆性物体を破砕する際に、これ等の物体に予め穿孔さ
れた穴B(図3)に対する破砕剤の充填と、破砕剤を反
応させる注水とを別個に行うことが可能なように構成さ
れており、岩石等の破砕作業を安全に実施し得るように
構成されている。
EXAMPLE An example of a filling machine to which the above means is applied will be described below with reference to the drawings. FIG. 1 is a front view of the filling machine, FIG. 2 is a side view of the filling machine, and FIG. 3 is an explanatory view of operating the filling machine. When crushing brittle objects such as rock and concrete, the filling machine A shown in the figure fills the holes B (FIG. 3) pre-drilled in these objects with the crushing agent and injects water for reacting the crushing agent. It is configured to be able to be performed separately, and is configured to safely perform the crushing work of rocks and the like.

【0008】図に於いて、本体1は後述する各部材を夫
々所定位置に取り付けるものであって、所定長さの筒状
に形成されている。この本体1としてはアルミニウム或
いはアルミニウム合金等の軽量な金属を円筒状或いは角
筒状に形成したものを用いることが可能である。本実施
例では、アルミニウム製のパイプを用いて本体1を構成
している。本体1の下端にはフランジ2が固着されてお
り、上端は盲フランジ3によって閉鎖されている。本体
1の下端側所定位置に破砕剤を投入するための投入口4
が形成されており、この投入口4と対応する本体1の内
部からフランジ2を貫通してパイプ状の導入部材5が設
けられている。この導入部材5は投入口4から投入され
た破砕剤を穴Bに導入するための部材であり、破砕剤の
充填に際しては先端パイプ5aが穴Bの内部に挿入され
る。
In the figure, the main body 1 is for mounting each member described later at a predetermined position, and is formed in a cylindrical shape having a predetermined length. As the main body 1, it is possible to use a light-weight metal such as aluminum or aluminum alloy formed in a cylindrical shape or a rectangular tube shape. In this embodiment, the main body 1 is constructed by using an aluminum pipe. A flange 2 is fixed to the lower end of the main body 1 and a blind flange 3 closes the upper end. Input port 4 for inputting a crushing agent to a predetermined position on the lower end side of the main body 1.
Is formed, and a pipe-shaped introduction member 5 is provided so as to penetrate the flange 2 from the inside of the main body 1 corresponding to the charging port 4. The introduction member 5 is a member for introducing the crushing agent charged from the charging port 4 into the hole B, and the tip pipe 5a is inserted into the hole B when the crushing agent is filled.

【0009】本体1に該本体1の長手方向に移動可能な
打撃部材6が設けられている。打撃部材6は穴Bに充填
された破砕剤を打撃して衝き固めることによって充填密
度を高めるためのものである。また穴Bが水平方向に穿
孔されている場合、本体1に投入された破砕剤は打撃部
材6によって穴Bの内部に移動される。打撃部材6は、
繰り返し打撃機能を有する例えばチッパー6aに所定長
さのロッド6bを取り付けて構成されており、本体1に
沿って上下方向に移動可能に、且つ所定の待機位置で待
機状態を維持し得るように構成されている。チッパー6
a及びロッド6bは本体1の中心と一致して設けられて
おり、チッパー6aに固着された把手6cは本体1から
突出して設けられている。このため、本体1の両側面の
所定位置には把手6cを貫通させると共に移動方向を規
制するための長穴1aが形成されている。前記長穴1a
に沿って充填位置ゲージ7が配置されている。この充填
位置ゲージ7は穴に充填された破砕剤を打撃部材6によ
って打撃する際に、打撃部材6の移動限度を検知して穴
に対する破砕剤の充填深さを検知するものである。一方
の把手6cには前記充填位置ゲージ7と並行する位置に
検知バー6d及び後述する係止部材8と係合する係合片
6eが設けられている。また他方の把手6cはチッパー
6aに圧力空気を供給し得るようにパイプ状に形成され
ており、端部には後述するエアコンプレッサー18と接続
されたバルブ6fが取り付けられている。
The body 1 is provided with a striking member 6 which is movable in the longitudinal direction of the body 1. The striking member 6 is for striking the crushing agent filled in the hole B to solidify the crushing agent to increase the packing density. When the hole B is drilled in the horizontal direction, the crushing agent charged into the main body 1 is moved into the hole B by the striking member 6. The striking member 6 is
A rod 6b having a predetermined length is attached to, for example, a chipper 6a having a repeated hitting function, and is configured to be vertically movable along the main body 1 and to be able to maintain a standby state at a predetermined standby position. Has been done. Chipper 6
The a and the rod 6b are provided so as to coincide with the center of the main body 1, and the handle 6c fixed to the chipper 6a is provided so as to project from the main body 1. For this reason, elongated holes 1a are formed at predetermined positions on both side surfaces of the main body 1 to allow the handle 6c to pass therethrough and to regulate the moving direction. The long hole 1a
A filling position gauge 7 is arranged along the line. The filling position gauge 7 detects the movement limit of the striking member 6 when striking the crushing agent filled in the hole with the striking member 6 to detect the filling depth of the crushing agent into the hole. On one of the handles 6c, a detection bar 6d and an engagement piece 6e that engages with a locking member 8 described later are provided at a position parallel to the filling position gauge 7. The other handle 6c is formed in a pipe shape so that pressurized air can be supplied to the chipper 6a, and a valve 6f connected to an air compressor 18 to be described later is attached to an end portion thereof.

【0010】本体1の上端側の所定位置に打撃部材6を
係止するための係止部材8が設けられている。係止部材
8は、本体1の上端側に固着されたブラケット8aと、
このブラケット8aにピン8bによって回動可能に取り
付けられたレバー8cとによって構成されており、レバ
ー8cの先端に打撃部材6の把手6cに設けた係合片6
eと係合する係止片8dが形成されている。またレバー
8cは図示しないバネによって係止片8dを係合片6e
と係合させる方向に付勢されている。従って、打撃部材
6を上昇させて把手6cに設けた係合片6eと係止片8
dとを係合させることで、打撃部材6を係止することが
可能である。そして係止部材8によって打撃部材6を係
止した状態を該打撃部材6の待機状態としている。また
係止部材8のレバー8cをバネの付勢力に抗して回動さ
せて係止片8dと係合片6eとの係合を解除すること
で、打撃部材6を本体1に沿って移動させることが可能
である。
A locking member 8 for locking the striking member 6 is provided at a predetermined position on the upper end side of the main body 1. The locking member 8 includes a bracket 8a fixed to the upper end side of the main body 1,
A lever 8c rotatably attached to the bracket 8a by a pin 8b, and an engaging piece 6 provided on a handle 6c of the striking member 6 at the tip of the lever 8c.
A locking piece 8d that engages with e is formed. The lever 8c is provided with a spring (not shown) that engages the engaging piece 8d with the engaging piece 6e.
Is urged in a direction to engage with. Therefore, the striking member 6 is raised and the engaging piece 6e and the locking piece 8 provided on the handle 6c.
The engaging member 6 can be locked by engaging with d. The state in which the striking member 6 is locked by the locking member 8 is the standby state of the striking member 6. Further, the hitting member 6 is moved along the main body 1 by rotating the lever 8c of the locking member 8 against the biasing force of the spring to release the engagement between the locking piece 8d and the engaging piece 6e. It is possible to

【0011】打撃部材6を構成するロッド6bの先端は
パイプ状の導入部材5の内径よりも僅かに小径となるよ
うに形成されている。また本体1の内部であって、打撃
部材6が待機状態にあるときロッド6bの先端と一致す
る位置に円板状の遮蔽部材9が固着されている。本体1
に遮蔽部材9を設けることによって、穴に充填された破
砕剤が急激に反応を開始しても、この反応の影響が操作
側に伝達されることがない。
The tip of the rod 6b forming the striking member 6 is formed to have a diameter slightly smaller than the inner diameter of the pipe-shaped introducing member 5. Further, a disc-shaped shield member 9 is fixed inside the main body 1 at a position corresponding to the tip of the rod 6b when the striking member 6 is in the standby state. Body 1
Even if the crushing agent filled in the hole suddenly starts the reaction, the influence of this reaction is not transmitted to the operating side by providing the shielding member 9 on the.

【0012】導入部材5を構成する先端パイプ5aに注
水部材10が取り付けられている。この注水部材10は内部
に複数のノズルを形成すると共に、ホース11と接続され
た供給口10aを突設したリング状の部材によって構成さ
れている。また本体1の外周所定位置にはホース11を介
して注水部材10と接続され、且つホース12を介して後述
する注水タンク16と接続されたバルブ13が設けられてい
る。
A water injection member 10 is attached to a tip pipe 5a constituting the introduction member 5. The water injection member 10 is formed of a ring-shaped member having a plurality of nozzles formed therein and projecting a supply port 10a connected to the hose 11. A valve 13 connected to a water injection member 10 via a hose 11 and connected to a water injection tank 16 described later via a hose 12 is provided at a predetermined position on the outer circumference of the main body 1.

【0013】本体1の長手方向略中央には後述する脚部
材15を取り付けるためのブラケット14が設けられてい
る。穴Bに対する破砕剤の充填作業及び注水作業を行う
に際し、穴Bが垂直方向に穿孔されている場合には作業
員が充填機Aを保持することが可能である。然し、穴B
が水平方向に穿孔されている場合に作業員が充填機Aの
重量を保持するのでは作業性を低下させる虞がある。こ
のため、本実施例ではブラケット14を介して本体1を脚
部材15に取り付けることで、充填機Aの重量を脚部材15
によって支持し得るように構成している。
A bracket 14 for mounting a leg member 15, which will be described later, is provided substantially at the center of the main body 1 in the longitudinal direction. When performing the filling work of the crushing agent into the hole B and the water injection work, if the hole B is perforated in the vertical direction, the worker can hold the filling machine A. But hole B
If the operator holds the weight of the filling machine A when the holes are horizontally drilled, the workability may be deteriorated. Therefore, in this embodiment, the weight of the filling machine A is reduced by attaching the main body 1 to the leg member 15 via the bracket 14.
It is configured to be supported by.

【0014】次に、岩石等に水平方向に穿孔された穴B
に上記の如く構成された充填機Aによって破砕剤を充填
すると共に注水する手順を図3により説明する。穴Bが
水平方向に穿孔されている場合には、ブラケット14に脚
部材となる三脚15を取り付けることによって充填機Aを
支持する。そして三脚15の高さ及び姿勢を調整すること
によって充填機Aを穴Bの軸心に一致させて導入部材5
の先端パイプ5aを穴Bに挿入する。次いで、ホース12
を介してバルブ13と注水タンク16を接続し、ホース17を
介してエアコンプレッサー18と把手6cに設けたバルブ
6fを接続する。また注水タンク16とエアコンプレッサ
ー18をホース19によって接続することで注水タンク16内
の水に所定の圧力を作用させる。これにより破砕剤の充
填作業及び注水作業の準備が完了する。尚、バルブ13の
下流側に供給される水の単位時間当たりの流量を計測す
る流量計20を設けることが好ましい。打撃部材6を待機
状態に維持して予め個別包装された破砕剤を投入口4か
ら導入部材5に投入する。次に、打撃部材6の待機状態
を解除し、チッパー6aに圧力空気を供給しつつ本体1
に沿って前進(図3に於ける左方向への移動)させる。
チッパー6aの前進に伴ってロッド6bが前進し、これ
により導入部材5に投入された破砕剤を穴Bに充填する
と共に打撃力を付与して充填密度を高めることが可能で
ある。ロッド6bが前進限に到達したときの深さは、把
手6cに取り付けた検知バー6dと充填位置ゲージ7と
の位置関係によって検知される。上記操作を繰り返すこ
とによって穴Bに所定量の破砕剤を充填したとき、チッ
パー6aを後退させて待機状態に維持すると共に、本体
1に設けたバルブ13を開放することによって、注水タン
ク16内の水を注水部材10から導入部材5の先端パイプ5
aを介して穴Bに注水する。この注水によって穴Bに充
填された破砕剤と水との反応が開始する。従って、破砕
剤が充填された穴に対する注水時期を適宜設定すること
で、破砕剤と水との反応開始時期を所望の時期に設定す
ることが可能となる。
Next, a hole B drilled horizontally in a rock or the like.
The procedure for filling the crushing agent and injecting water with the filling machine A configured as above will be described with reference to FIG. When the hole B is drilled in the horizontal direction, the filling machine A is supported by attaching the tripod 15 as a leg member to the bracket 14. Then, by adjusting the height and posture of the tripod 15, the filling machine A is aligned with the axis of the hole B and the introduction member 5 is inserted.
Insert the tip pipe 5a of the above into the hole B. Then the hose 12
The valve 13 and the water injection tank 16 are connected via the, and the air compressor 18 and the valve 6f provided on the handle 6c are connected via the hose 17. Further, by connecting the water injection tank 16 and the air compressor 18 with a hose 19, a predetermined pressure is applied to the water in the water injection tank 16. This completes the preparations for the crushing agent filling operation and the water injection operation. It is preferable to provide a flow meter 20 that measures the flow rate of water supplied per unit time on the downstream side of the valve 13. The hitting member 6 is maintained in the standby state, and the individually packaged crushing agent is introduced into the introducing member 5 through the introducing port 4. Next, the waiting state of the striking member 6 is released, and the main body 1 is supplied while supplying pressurized air to the chipper 6a.
Forward (move to the left in FIG. 3).
The rod 6b advances as the chipper 6a advances, whereby it is possible to fill the hole B with the crushing agent introduced into the introducing member 5 and to impart a striking force to increase the packing density. The depth when the rod 6b reaches the forward limit is detected by the positional relationship between the detection bar 6d attached to the handle 6c and the filling position gauge 7. When the hole B is filled with a predetermined amount of the crushing agent by repeating the above operation, the chipper 6a is retracted to maintain the standby state, and the valve 13 provided in the main body 1 is opened, whereby Water injection member 10 to tip member 5 of introduction member 5
Water is poured into hole B via a. By this water injection, the reaction between the crushing agent filled in the hole B and water starts. Therefore, by appropriately setting the water injection timing for the holes filled with the crushing agent, it is possible to set the reaction start time of the crushing agent and water to a desired time.

【0015】前述の実施例では、本体1にブラケット14
を設け、このブラケット14に脚部材15を取り付けること
によって充填機Aの重量を支持し得るように構成した。
このため、本実施例では穴に対する破砕剤の充填作業及
び注水作業を行うに際し、充填機Aを作業員が保持する
必要がなく、作業員の労力を削減すると共に作業性を向
上させることが可能である。
In the embodiment described above, the bracket 14 is attached to the main body 1.
And the leg member 15 is attached to the bracket 14 so that the weight of the filling machine A can be supported.
Therefore, in the present embodiment, it is not necessary for the worker to hold the filling machine A when performing the filling work of the crushing agent into the hole and the water injection work, and it is possible to reduce the labor of the worker and improve the workability. Is.

【0016】[0016]

【発明の効果】以上詳細に説明したように本発明に係る
充填機では、岩石等に穿孔された穴に対する破砕剤の充
填と、適宜の注水を行うことが出来る。このため、穴に
充填された破砕剤と水との反応を所望の時期に開始させ
ることが出来る。従って、穴の穿孔方向の差異によって
破砕剤を充填する作業時間に差異が生じても、予め水に
浸漬した破砕剤を穴に充填する従来の方法と比較してよ
り安全に破砕作業を実施することが出来る等の特徴を有
するものである。
As described above in detail, in the filling machine according to the present invention, it is possible to fill the crushing agent into the holes drilled in the rock or the like and to perform the appropriate water injection. Therefore, the reaction between the crushing agent filled in the holes and water can be started at a desired time. Therefore, even if there is a difference in the work time for filling the crushing agent due to the difference in the drilling direction of the hole, the crushing work is carried out more safely as compared with the conventional method of filling the hole with the crushing agent previously immersed in water. It has features such as being able to.

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

【図1】充填機の正面図である。FIG. 1 is a front view of a filling machine.

【図2】充填機の側面図である。FIG. 2 is a side view of the filling machine.

【図3】充填機を作動させる場合の説明図である。FIG. 3 is an explanatory diagram for operating a filling machine.

【符号の説明】[Explanation of symbols]

Aは充填機、Bは穴、1は本体、4は投入口、5は導入
部材、5aは先端パイプ、6は打撃部材、6aはチッパ
ー、6bはロッド、6cは把手、6dは検知バー、6e
は係合片、6fはバルブ、7は充填位置ゲージ、8は係
止部材、8aはブラケット、8bはピン、8cはレバ
ー、8dは係止片、9は遮蔽部材、10は注水部材、13は
バルブ、14はブラケットである。
A is a filling machine, B is a hole, 1 is a main body, 4 is an inlet, 5 is an introducing member, 5a is a tip pipe, 6 is a striking member, 6a is a chipper, 6b is a rod, 6c is a handle, 6d is a detection bar, 6e
Is an engagement piece, 6f is a valve, 7 is a filling position gauge, 8 is a locking member, 8a is a bracket, 8b is a pin, 8c is a lever, 8d is a locking piece, 9 is a shielding member, 10 is a water injection member, 13 Is a valve and 14 is a bracket.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 予め穿孔されている穴に破砕剤の充填及
び注水を行うための破砕剤充填注水機であって、破砕剤
の投入口を有する筒状の本体と、前記本体の内部に前記
投入口と対応して設けられ投入された破砕剤を前記穴に
導入するための導入部材と、前記本体に移動可能に設け
られ破砕剤を打撃して該破砕剤を前記穴に充填するため
の打撃部材と、前記本体に設けられ前記打撃部材を係止
するための係止部材と、前記本体に設けられ前記穴に水
を注入するための注水部材と、を有することを特徴とし
た破砕剤充填注水機。
1. A crushing agent filling and pouring machine for filling a pre-drilled hole with a crushing agent and pouring water, comprising: a cylindrical main body having a crushing agent input port; An introducing member provided corresponding to the charging port for introducing the crushing agent charged into the hole, and a movably provided crushing agent provided in the main body for hitting the crushing agent to fill the hole with the crushing agent. A crushing agent comprising: a striking member, a locking member provided in the main body for locking the striking member, and a water injection member provided in the main body for injecting water into the hole. Filling water injection machine.
JP16081891A 1991-06-06 1991-06-06 Crushing agent packing and water injecting machine Pending JPH0593490A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16081891A JPH0593490A (en) 1991-06-06 1991-06-06 Crushing agent packing and water injecting machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16081891A JPH0593490A (en) 1991-06-06 1991-06-06 Crushing agent packing and water injecting machine

Publications (1)

Publication Number Publication Date
JPH0593490A true JPH0593490A (en) 1993-04-16

Family

ID=15723088

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16081891A Pending JPH0593490A (en) 1991-06-06 1991-06-06 Crushing agent packing and water injecting machine

Country Status (1)

Country Link
JP (1) JPH0593490A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288363A (en) * 2017-08-26 2017-10-24 时光 A kind of the ceiling plate and wall remove plater
KR102036151B1 (en) * 2018-05-18 2019-10-24 (재)한국건설생활환경시험연구원 Device for repairing casting mold

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288363A (en) * 2017-08-26 2017-10-24 时光 A kind of the ceiling plate and wall remove plater
CN107288363B (en) * 2017-08-26 2019-05-10 中国核工业中原建设有限公司 A kind of the ceiling plate and wall remove plater
KR102036151B1 (en) * 2018-05-18 2019-10-24 (재)한국건설생활환경시험연구원 Device for repairing casting mold

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