JPS6338317Y2 - - Google Patents

Info

Publication number
JPS6338317Y2
JPS6338317Y2 JP8883782U JP8883782U JPS6338317Y2 JP S6338317 Y2 JPS6338317 Y2 JP S6338317Y2 JP 8883782 U JP8883782 U JP 8883782U JP 8883782 U JP8883782 U JP 8883782U JP S6338317 Y2 JPS6338317 Y2 JP S6338317Y2
Authority
JP
Japan
Prior art keywords
cylindrical body
earth
sand
cuts
plate
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
JP8883782U
Other languages
Japanese (ja)
Other versions
JPS58194290U (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 JP8883782U priority Critical patent/JPS58194290U/en
Publication of JPS58194290U publication Critical patent/JPS58194290U/en
Application granted granted Critical
Publication of JPS6338317Y2 publication Critical patent/JPS6338317Y2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Check Valves (AREA)

Description

【考案の詳細な説明】 この考案は、土砂中に圧力水等を噴出させる噴
射装置に関するものである。
[Detailed description of the invention] This invention relates to an injection device that jets pressurized water or the like into earth and sand.

次に、上記の噴射装置の一例として、機械掘り
シールド掘進機におけるチヤンバー内に圧力水を
噴出する噴射ノズルを取付けた土砂取込みホツパ
ーを第1図ないし第3図により説明する。
Next, as an example of the above-mentioned injection device, an earth and sand intake hopper equipped with an injection nozzle for ejecting pressurized water into the chamber of a mechanical shield excavator will be described with reference to FIGS. 1 to 3.

シールド本体3にボールレース2によつて回転
自在に支持されたカツタホイル1には、放射状に
複数の仕切り板4が取付けられており、それらの
仕切り板4によりカツタホイル内のチヤンバ18
内が区画されている。シールド本体3の隔壁9に
はチヤンバ18内に突出させたホツパ5が取付け
られており、ホツパ5の側壁5a,5b間に形成
された開口はチヤンバ18に連なつている。隔壁
9には一端部をホツパ5内に突出させた搬送機、
たとえば、スクリユーコンベア6が取付けられて
いる。ホツパ5の側壁5a,5bには噴射ノズル
7が取付けられており、各噴射ノズルにはポンプ
からの圧力水を給送する圧力水配管8が連結され
ている。カツタホイル1によつて掘削された土砂
は、チヤンバ18に入り、カツタホイル1の回転
にともなつて仕切り板4により上方に運ばれ、ホ
ツパ5の開口からホツパ5内に落下し、スクリユ
ーコンベア6によつて後方へ搬送される。
A plurality of partition plates 4 are attached radially to the cutter foil 1 rotatably supported on the shield body 3 by a ball race 2, and the chamber 18 inside the cutter foil is
The inside is divided. A hopper 5 projecting into the chamber 18 is attached to the partition wall 9 of the shield body 3, and an opening formed between the side walls 5a and 5b of the hopper 5 is connected to the chamber 18. The partition wall 9 includes a conveyor whose one end protrudes into the hopper 5;
For example, a screw conveyor 6 is attached. Injection nozzles 7 are attached to the side walls 5a, 5b of the hopper 5, and each injection nozzle is connected to a pressure water pipe 8 for feeding pressure water from a pump. The earth and sand excavated by the cutter wheel 1 enters the chamber 18, is carried upward by the partition plate 4 as the cutter wheel 1 rotates, falls into the hopper 5 through the opening of the hopper 5, and is transferred to the screw conveyor 6. It is then transported backwards.

上述のように土砂中に噴射ノズル7を設置した
場合、圧力水を噴射していない時に噴射穴7a
(第3図参照)に土砂の粒子が入りこみ目づまり
を起こし、圧力水の噴射が不可能になることがあ
る。
When the injection nozzle 7 is installed in the earth and sand as described above, when the pressure water is not being injected, the injection hole 7a
(See Figure 3) Particles of earth and sand may enter the pipe and cause a blockage, making it impossible to spray pressurized water.

この考案は、噴射口での土砂の目づまりを起す
ことのない圧力水等の噴射装置を提供することを
目的とするものである。
The object of this invention is to provide a pressurized water injection device that does not cause clogging of the injection port with dirt.

上述の目的を達成するためのこの考案の圧力水
等の噴射装置は、取付け壁部に有底円筒体をその
開口側を土砂中にむけて設置し、円筒体の底部に
設けた穴に圧力水等の配管を連結し、円筒体の開
口側端面部に直径方向に切込みを設けた二枚の弾
性板を、それぞれの切込みの中央部がたがいに交
又するように押え板を介して取付け、円筒体の内
部に前記弾性板が円筒体の開口側端面から底部側
に変形することを防止し、かつ、導通路を形成す
る逆止め板を設け、配管からの圧力水等の供給に
より弾性板が土砂側に変形されることにより、切
込みの交又部に圧力水等の通路が形成されるよう
に構成されている。
In order to achieve the above-mentioned purpose, this device for spraying pressurized water, etc. has a bottomed cylinder installed on the mounting wall with its open side facing into the earth and sand, and pressure is injected into the hole provided at the bottom of the cylinder. Connect water pipes, etc., and install two elastic plates with diametrical cuts in the opening end of the cylindrical body through a holding plate so that the center of each cut intersects with each other. A non-return plate is provided inside the cylindrical body to prevent the elastic plate from deforming from the opening side end face of the cylindrical body to the bottom side and to form a conduction path, and the elastic plate is made elastic by supplying pressure water etc. from piping. By deforming the plate toward the earth and sand side, a passage for pressurized water or the like is formed at the intersection of the cuts.

この考案の構成において、圧力水配管から圧力
水が給送されると、二枚の弾性板が土砂側に変形
して切込みの交又部に導水路が形成され、土砂中
に圧力水が噴射される。圧力水の給送を停止すれ
ば、両弾性板が復元して切込みが閉じ、土砂の円
筒体側への侵入が防止される。以下、この考案の
一実施態様を第4図ないし第10図により説明す
る。
In the configuration of this device, when pressure water is supplied from the pressure water piping, the two elastic plates deform toward the earth and sand, forming a conduit at the intersection of the notches, and pressurized water is injected into the earth and sand. be done. When the supply of pressurized water is stopped, both elastic plates are restored and the notch is closed, preventing earth and sand from entering the cylindrical body side. An embodiment of this invention will be described below with reference to FIGS. 4 to 10.

取付け壁部であるホツパの側壁5bには有底円
筒体11が固定されており、円筒体11の底部の
穴には圧力水配管8が連結されている。円筒体1
1の開口端面部には、それぞれ直径方向に切込み
13a,14aを設けた内側弾性板13、外側弾
性板14が、前記切込み13a,14aがたがい
に交又するように、環状の押え板15を介してボ
ルト16により取付けられている。切込み13
a,14aの深さは弾性板13,14の全厚さに
なつており、又長さは円筒体11の内径と等しい
寸法になつている。
A bottomed cylindrical body 11 is fixed to the side wall 5b of the hopper, which is a mounting wall portion, and a pressure water pipe 8 is connected to a hole at the bottom of the cylindrical body 11. Cylindrical body 1
1, an inner elastic plate 13 and an outer elastic plate 14 each having cuts 13a and 14a in the diametrical direction are provided with an annular holding plate 15 such that the cuts 13a and 14a intersect with each other. It is attached by a bolt 16 through the holder. Depth of cut 13
The depth of a, 14a is equal to the total thickness of the elastic plates 13, 14, and the length is equal to the inner diameter of the cylindrical body 11.

円筒体11内には、一端を円筒体の開口側端面
と同一面にした複数の逆止め板17が取付けられ
ており、それらの逆止め板および円筒体の内周面
との間に複数の導水路が形成されている。逆止め
板17の一枚は円筒体の内周の直径位置に配置さ
れている。
A plurality of non-return plates 17 are installed inside the cylindrical body 11, and one end thereof is flush with the opening side end surface of the cylindrical body. A water conduit has been formed. One of the non-return plates 17 is arranged at a diametrical position on the inner circumference of the cylindrical body.

この考案の作用を説明する前に内側弾性板13
一枚のみを円筒体11に取付けた場合の作用をの
べる。
Before explaining the function of this device, the inner elastic plate 13
The effect when only one sheet is attached to the cylindrical body 11 will be described.

圧力水配管8を通して圧力水が給送されない時
には弾性板13の切込み13aは閉じている。圧
力水の圧力pが作用すると、弾性板13は撓み、
切込み13aは第10図に示すように開口し、そ
の開口部から圧力水が噴出する。一方、土砂圧
p′などによる弾性板13の変形は逆止め板17に
より阻止されるので、切込み13aは閉じたまま
になつている。
When pressure water is not being fed through the pressure water piping 8, the notch 13a of the elastic plate 13 is closed. When the pressure p of pressurized water acts, the elastic plate 13 bends,
The notch 13a is opened as shown in FIG. 10, and pressurized water is ejected from the opening. On the other hand, the sediment pressure
Since deformation of the elastic plate 13 due to p' or the like is prevented by the non-return plate 17, the notch 13a remains closed.

この考案の噴射装置においては、圧力水の圧力
pが作用すると、弾性板13,14の土砂側への
変形により切込み13a,14aの中央の交又部
19のみが開口し、その開口から圧力水が噴出す
る。
In the injection device of this invention, when the pressure p of the pressure water acts, only the central intersection 19 of the cuts 13a and 14a opens due to the deformation of the elastic plates 13 and 14 toward the earth and sand, and the pressure water flows from the opening. gushes out.

圧力水の給送を止めれば、弾性板13,14の
切込み13a,14aはもとにもどり閉じられ
る。その際内側弾性板13は直接土砂と接してい
ないので、切込み13aに土砂がはさまり、切込
みが開いたままになることはない、又、土砂圧
p′などによる両弾性板13,14の変形は逆止め
板17により確実に阻止されるので、切込み13
a,14aが開くことはない。かつ、切込み13
a,14aが中央の一点しか交らないようにして
いることにより、土砂が円筒体11の内部に入り
にくくなつている。
When the supply of pressurized water is stopped, the cuts 13a and 14a in the elastic plates 13 and 14 are returned to their original positions and closed. At this time, since the inner elastic plate 13 is not in direct contact with the earth and sand, earth and sand will not be caught in the cut 13a and the cut will not remain open.
Since the deformation of both elastic plates 13 and 14 due to p' etc. is reliably prevented by the non-return plate 17, the cut 13
a, 14a will never open. And depth of cut 13
Since a and 14a intersect only at one point in the center, it is difficult for earth and sand to enter the inside of the cylindrical body 11.

以上説明したように、この考案によれば、圧力
水噴射口部の土砂による目詰りを防止し、圧力水
の噴射不能を避けることができる。よつて、この
考案の噴射装置を土砂取込みホツパに設置すれ
ば、ホツパ上の土砂のアーチ又はブリツジの形成
を阻止することができる。
As explained above, according to this invention, it is possible to prevent the pressurized water injection port from being clogged with earth and sand, and to avoid the inability to eject pressurized water. Therefore, if the injection device of this invention is installed in the earth and sand intake hopper, it is possible to prevent the formation of earth and sand arches or bridges on the hopper.

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

第1図は土砂取込みホツパの側壁に圧力水噴射
ノズルをとりつけた機械掘りシールド掘進機を示
す断面側面図、第2図は第1図の−断面図、
第3図は第2図の噴射ノズルを示す拡大断面図、
第4図はこの考案の一実施態様を示す断面側面
図、第5図は第4図の−線側から見た図、第
6図は第4図の−断面図、第7図は第4図の
−断面図、第8図は第4図の弾性板の開口状
態を示す説明図、第9図は円筒体に一枚の弾性板
を取付けた圧力水噴射装置を示す断面側面図、第
10図は弾性板の切込みが開口した状態を示す第
9図の−線側から見た図である。 1……カツタホイル、3……シールド本体、5
……ホツパ、5b……ホツパの側壁、8……圧力
水配管、11……円筒体、13……内側弾性板、
13a……切込み、14……外側弾性板、14a
……切込み、15……押え板、16……ボルト、
17……逆止め板。
Figure 1 is a cross-sectional side view showing a mechanical digging shield excavator with a pressure water injection nozzle attached to the side wall of the earth and sand intake hopper, Figure 2 is a cross-sectional view of Figure 1,
FIG. 3 is an enlarged sectional view showing the injection nozzle in FIG. 2;
FIG. 4 is a cross-sectional side view showing one embodiment of this invention, FIG. 5 is a view seen from the - line side of FIG. 4, FIG. 6 is a cross-sectional view of FIG. Fig. 8 is an explanatory diagram showing the open state of the elastic plate in Fig. 4, Fig. 9 is a sectional side view showing a pressure water injection device in which one elastic plate is attached to a cylindrical body, FIG. 10 is a view seen from the - line side of FIG. 9, showing a state in which the notches of the elastic plate are open. 1...Katsuta foil, 3...Shield body, 5
...Hopper, 5b...Side wall of hopper, 8...Pressure water piping, 11...Cylindrical body, 13...Inner elastic plate,
13a...notch, 14...outer elastic plate, 14a
... cut, 15 ... holding plate, 16 ... bolt,
17...Return plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 取付け壁部に有底円筒体をその開口側を土砂中
にむけて設置し、円筒体の底部に設けた穴に圧力
水等の配管を連結し、円筒体の開口側端面部に直
径方向に切込みを設けた二枚の弾性板を、それぞ
れの切込みの中央部がたがいに交又するように押
え板を介して取付け、円筒体の内部に前記弾性板
が円筒体の開口側端面から底部側に変形すること
を防止し、かつ、導通路を形成する逆止め板を設
け、配管からの圧力水等の供給により弾性板が土
砂側に変形されることにより、切込みの交又部に
圧力水等の通路が形成されるようにしたことを特
徴とする圧力水等の噴射装置。
Install a cylindrical body with a bottom on the mounting wall with its opening side facing the earth and sand, connect a pipe for pressurized water, etc. to the hole provided at the bottom of the cylindrical body, and connect it to the end face of the cylindrical body on the opening side in the diametrical direction. Two elastic plates with cuts are attached via a press plate so that the center portions of the cuts intersect with each other, and the elastic plates are placed inside the cylinder from the open end face of the cylinder to the bottom side. A check plate is installed to prevent deformation and to form a conduction path, and when the elastic plate is deformed to the earth and sand side by supply of pressure water etc. from the piping, pressure water is applied to the intersection of the cuts. An injection device for pressurized water, etc., characterized in that a passage such as the like is formed.
JP8883782U 1982-06-16 1982-06-16 Injection device for pressurized water, etc. Granted JPS58194290U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8883782U JPS58194290U (en) 1982-06-16 1982-06-16 Injection device for pressurized water, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8883782U JPS58194290U (en) 1982-06-16 1982-06-16 Injection device for pressurized water, etc.

Publications (2)

Publication Number Publication Date
JPS58194290U JPS58194290U (en) 1983-12-24
JPS6338317Y2 true JPS6338317Y2 (en) 1988-10-07

Family

ID=30097493

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8883782U Granted JPS58194290U (en) 1982-06-16 1982-06-16 Injection device for pressurized water, etc.

Country Status (1)

Country Link
JP (1) JPS58194290U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5998984U (en) * 1982-12-17 1984-07-04 清水建設株式会社 Blockage prevention device for soil conditioner injection port

Also Published As

Publication number Publication date
JPS58194290U (en) 1983-12-24

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