JPH0220305Y2 - - Google Patents
Info
- Publication number
- JPH0220305Y2 JPH0220305Y2 JP1984054336U JP5433684U JPH0220305Y2 JP H0220305 Y2 JPH0220305 Y2 JP H0220305Y2 JP 1984054336 U JP1984054336 U JP 1984054336U JP 5433684 U JP5433684 U JP 5433684U JP H0220305 Y2 JPH0220305 Y2 JP H0220305Y2
- Authority
- JP
- Japan
- Prior art keywords
- cutter
- earth
- sand
- cutter drum
- drum
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
本考案は、筒体の先端に回転カツター及びカツ
タードラムを設け、このカツタードラム内の掘削
土砂を搬送するスクリユーコンベアを前記筒体内
に設けた推進工法用掘削装置の改良に関する。[Detailed Description of the Invention] The present invention relates to an improvement of an excavation device for a propulsion method in which a rotary cutter and a cutter drum are provided at the tip of a cylindrical body, and a screw conveyor for conveying the excavated soil in the cutter drum is provided in the cylindrical body. .
従来、上記掘削装置において、カツターに備え
る土砂取入口の開口率が土砂の性状にかかわらず
一定であつたために、例えば、流動性の大きな砂
質の土砂の場合、取入口からの土砂流入量が過大
となつて、スクリユーコンベアが過負荷状態とな
り搬送トラブルを招いたり、カツター前方の土砂
が過大流入に起因して崩壊し掘削装置の推進が不
円滑になる問題があり、又、土砂が粘土質の場
合、土砂の粘性による流動抵抗が大となつて土砂
流入が円滑に行なわれず掘削能率が大巾に低下す
る等、未だ土砂の性状に対する対応性の面で改善
の余地があつた。 Conventionally, in the above-mentioned excavation equipment, the aperture ratio of the earth and sand intake port provided in the cutter was constant regardless of the properties of the earth and sand. If the amount becomes too large, the screw conveyor will be overloaded, leading to transportation troubles, and the earth and sand in front of the cutter will collapse due to the excessive inflow, making it difficult to advance the excavation equipment. In terms of quality, there was still room for improvement in terms of responsiveness to the properties of the soil, such as increased flow resistance due to the viscosity of the soil, making it difficult for the soil to flow in smoothly and greatly reducing excavation efficiency.
本考案の目的は、カツターに対する簡単な改良
で、土砂の性状の異なりに適切に対処できるよう
にして、常に良好かつ能率的な推進掘削を行なえ
るようにする点にある。 The purpose of the present invention is to make a simple improvement to the cutter so that it can appropriately deal with differences in the properties of earth and sand, so that good and efficient propulsion excavation can be performed at all times.
本考案の特徴構成は、冒記推進工法用掘削装置
において、前記カツタードラム内への土砂取入口
を形成したフエイスプレートを、径方向の内外に
設けた固定具を介して前記カツターと前記カツタ
ードラムとに着脱自在に取り付けた点にあり、そ
の作用・効果は次の通りである。 The characteristic configuration of the present invention is that, in the excavation equipment for the above-mentioned propulsion method, a face plate forming an earth and sand intake port into the cutter drum is connected to the cutter and the cutter drum via fixing devices provided inside and outside in the radial direction. It is removably attached, and its functions and effects are as follows.
つまり、上述構成により、土砂取入口の面積や
開口形状が異なる複数仕様のフエイスプレートを
選択的に交換使用することで、掘削装置全体とし
ての土砂取入口の開口率、並びに、開口形状を、
土砂の性状に応じて適切に変更でき、例えば、砂
質の土砂に対しては開口面積の小さなフエイスプ
レートを、又、粘土質の土砂に対しては開口面積
の大きなフエイスプレートを用いる等により、土
砂の性状の異なりにかかわらず、掘削推進力や土
砂搬送を良好にすると共に、掘削を能率化できる
ようになつた。 In other words, with the above configuration, by selectively replacing and using face plates of multiple specifications with different areas and opening shapes for the earth and sand intake, the aperture ratio and the shape of the earth and sand intake for the entire excavation equipment can be adjusted.
It can be changed appropriately according to the properties of the soil, for example, by using a face plate with a small opening area for sandy soil and a face plate with a large opening area for clayey soil. Regardless of the characteristics of the soil, it has become possible to improve the excavation driving force and transport of the soil, and to make the excavation more efficient.
ちなみに、掘削装置の土砂取入口の開口率を変
更する構成として、前記土砂取入口部分に、開口
面積を変更するシヤツター構造を付設することも
考えられるが、この場合、カツター駆動構造やス
クリユーコンベアの先端が近接する狭い箇所に複
雑なシヤツター構造を設けねばならず、技術的に
困難で、しかも開口の幅調節しかできないという
問題がある。本考案の構成は、ボルト等で構成し
た固定具を介してフエイスプレートを着脱自在に
構成するだけであるから、構造が極めて簡単であ
るとともに、形成される開口も種々の幅や形状を
備えた任意の取入口を選択でき、土砂の性状に対
する対応性に優れた掘削装置を簡単に構成し易い
効果を奏する。 Incidentally, as a configuration for changing the aperture ratio of the earth and sand intake of the excavation equipment, it is possible to attach a shutter structure that changes the opening area to the earth and sand intake, but in this case, the cutter drive structure and screw conveyor A complicated shutter structure must be provided in a narrow area where the tips of the shutters are close to each other, which is technically difficult, and there is a problem in that only the width of the opening can be adjusted. The structure of the present invention is that the face plate is detachably attached via fixing devices such as bolts, so the structure is extremely simple, and the openings formed can have various widths and shapes. An arbitrary intake port can be selected, and an excavation device with excellent adaptability to the properties of earth and sand can be easily constructed.
次に実施例を例示図に基づいて説明する。 Next, embodiments will be described based on illustrative drawings.
第1図は、推進工法において適宜推進装置によ
り土砂に押し込み推進される推進管1の先端に装
備する掘削装置2を示し、推進管1に接続された
筒体3の先端に、回転カツター4が油圧モータM
により筒体軸芯P周りで駆動回転自在に装備され
ると共に、カツタ4の回転に伴ないそれと一体回
転するカツタードラム5の内方空間に導入された
掘削土砂を搬送排出するスクリユーコンベア6が
筒体3に内装されている。 FIG. 1 shows an excavation device 2 installed at the tip of a propulsion tube 1 that is pushed into earth and sand by an appropriate propulsion device in the propulsion method, and a rotary cutter 4 is installed at the tip of a cylinder 3 connected to the propulsion tube 1. Hydraulic motor M
A screw conveyor 6 is installed in the cylinder so as to be freely driven and rotatable around the axis P of the cylinder, and conveys and discharges the excavated soil introduced into the inner space of the cutter drum 5, which rotates integrally with the rotation of the cutter 4. It is installed inside body 3.
カツター4を構成するに、第1図及び第2図に
示すように、掘削ビツト7を取付けた3個のカツ
ターアーム8を、前記軸芯Pに対して正面視で放
射状に、かつ、側面視で尖頭状にカツタードラム
5に配置し、カツターアーム8の中央側端どうし
を、中央掘削ビツト7A取付用部材9を介して一
体連結すると共に、半径方向外側端の夫々を、カ
ツター駆動連動体に兼用したカツタードラム5の
前端側周部に等間隔配置で連結してある。 As shown in FIGS. 1 and 2, the cutter 4 is constructed by three cutter arms 8 to which the digging bits 7 are attached. The cutter arm 8 is arranged in a pointed shape on the cutter drum 5, and the center ends of the cutter arm 8 are integrally connected to each other via the center drilling bit 7A mounting member 9, and each of the outer ends in the radial direction is also used as a cutter drive interlocking body. They are connected to the circumferential portion of the front end side of the cutter drum 5 at equal intervals.
そして、隣り合うカツターアーム8,8とそれ
らの間に位置するカツタードラム5の前端縁とに
より形成される扇状開口部の夫々をカツターアー
ム8との間に隙間状開口A1を残す状態で蓋する
部分円錐面形状のフエイスプレート10を、径方
向の内外で、前記取付用部材9とカツタードラム
5の前端縁に着脱自在にボルト11連結すると共
に、それらフエイスプレート10に、周方向に延
びる形状のスリツト状開口A2の複数を半径方向
に並べて形成し、もつて、掘削土砂を前記隙間状
開口A1とフエイスプレート10に形成したスリ
ツトA2からカツタードラム5の内方空間に取入
るように構成すると共に、スリツト状開口A2を
周方向に延びる状態に配置したことにより、カツ
ター4の回転に伴ない掘削土砂中の礫分が円滑に
取入れられるように構成してある。 Then, a partial cone is formed to cover each of the fan-shaped openings formed by the adjacent cutter arms 8 and the front edge of the cutter drum 5 located between them, leaving a gap-like opening A1 between the cutter arms 8 and the cutter arms 8. A planar face plate 10 is removably connected with bolts 11 to the mounting member 9 and the front edge of the cutter drum 5 on the inside and outside in the radial direction, and a slit-shaped opening is provided in the face plate 10 in a shape extending in the circumferential direction. A 2 are arranged in a radial direction, and excavated earth and sand are introduced into the inner space of the cutter drum 5 through the gap-like opening A 1 and the slit A 2 formed in the face plate 10, and By arranging the slit-shaped openings A2 to extend in the circumferential direction, gravel in the excavated soil can be smoothly taken in as the cutter 4 rotates.
又、フエイスプレート10を着脱自在にしたこ
とにより、第3図イ,ロ,ハ,ニに示す如き土砂
取入用開口A2の開口面積並びに開口形状が異な
る仕様のフエイスプレート10を選択的に交換使
用できるようにし、土砂の性状に応じてそれらフ
エイスプレート10を使い分けることにより常に
良好かつ能率的な掘削を行なえるように構成して
ある。 Furthermore, by making the face plate 10 removable, it is possible to selectively use face plates 10 with different specifications such as those shown in FIG. The face plates 10 are designed to be interchangeable and to be used properly depending on the properties of the earth and sand, so that good and efficient excavation can be carried out at all times.
尚、フエイスプレート10に形成する土砂取入
口A2の形状及び面積は、第3図イ〜ニに示すも
のの他に種々の変更が可能であり、又、フエイス
プレート10自体の形状、並びに、カツター4に
対する交換自在な取付構造も種々の改良が可能で
ある。 Note that the shape and area of the earth and sand intake port A2 formed in the face plate 10 can be changed in various ways other than those shown in FIG. The replaceable mounting structure for 4 can also be improved in various ways.
図面は本考案に係る推進工法用掘削装置の実施
例を示し、第1図は一部省略縦断面図、第2図は
正面視拡大図、第3図イ,ロ,ハ,ニは、夫々交
換用フエイスプレートを示す図である。
3……筒体、4……回転カツター、5……カツ
タードラム、6……スクリユーコンベア、10…
…フエイスプレート、1……推進管、11……固
定具、A2……土砂取入口。
The drawings show an embodiment of the drilling equipment for the propulsion method according to the present invention, in which Fig. 1 is a partially omitted vertical sectional view, Fig. 2 is an enlarged front view, and Fig. 3 A, B, C, and D are respectively. FIG. 3 is a diagram showing a replacement face plate. 3... Cylindrical body, 4... Rotating cutter, 5... Cutter drum, 6... Screw conveyor, 10...
...Face plate, 1... Propulsion pipe, 11... Fixture, A 2 ... Sediment intake port.
Claims (1)
ター4とカツタードラム5とを設けるとともに、
前記筒体3内に、前記カツタードラム5内の掘削
土砂を搬送するスクリユーコンベア6を設けた推
進工法用掘削装置において、前記カツタードラム
5内への土砂取入口A2を形成したフエイスプレ
ート10を、径方向の内外に設けた固定具11,
11を介して前記カツター4と前記カツタードラ
ム5とに着脱自在に取り付けたことを特徴とする
推進工法用掘削装置。 A rotary cutter 4 and a cutter drum 5 are provided at the tip of the cylinder 3 connected to the propulsion tube 1,
In the excavation device for the propulsion method in which a screw conveyor 6 for conveying the excavated earth and sand in the cutter drum 5 is provided in the cylinder body 3, a face plate 10 in which an earth and sand intake port A2 into the cutter drum 5 is formed, Fixtures 11 provided inside and outside in the radial direction,
11. An excavation device for a propulsion method, characterized in that it is detachably attached to the cutter 4 and the cutter drum 5 via the cutter 4 and the cutter drum 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5433684U JPS60165596U (en) | 1984-04-12 | 1984-04-12 | Drilling equipment for propulsion method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5433684U JPS60165596U (en) | 1984-04-12 | 1984-04-12 | Drilling equipment for propulsion method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60165596U JPS60165596U (en) | 1985-11-02 |
| JPH0220305Y2 true JPH0220305Y2 (en) | 1990-06-04 |
Family
ID=30575996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5433684U Granted JPS60165596U (en) | 1984-04-12 | 1984-04-12 | Drilling equipment for propulsion method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60165596U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2534704Y2 (en) * | 1991-02-07 | 1997-05-07 | 三和機材株式会社 | Deformed pipe burying equipment |
| JP2534703Y2 (en) * | 1991-02-07 | 1997-05-07 | 三和機材株式会社 | Deformed pipe burying equipment |
-
1984
- 1984-04-12 JP JP5433684U patent/JPS60165596U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60165596U (en) | 1985-11-02 |
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