JPH0324712Y2 - - Google Patents

Info

Publication number
JPH0324712Y2
JPH0324712Y2 JP1985124825U JP12482585U JPH0324712Y2 JP H0324712 Y2 JPH0324712 Y2 JP H0324712Y2 JP 1985124825 U JP1985124825 U JP 1985124825U JP 12482585 U JP12482585 U JP 12482585U JP H0324712 Y2 JPH0324712 Y2 JP H0324712Y2
Authority
JP
Japan
Prior art keywords
steam
auger
valve
rotary joint
cutter head
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
JP1985124825U
Other languages
Japanese (ja)
Other versions
JPS6235095U (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 JP1985124825U priority Critical patent/JPH0324712Y2/ja
Publication of JPS6235095U publication Critical patent/JPS6235095U/ja
Application granted granted Critical
Publication of JPH0324712Y2 publication Critical patent/JPH0324712Y2/ja
Expired legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は建設機械等に於ける掘削装置、特にオ
ーガにより凍土を掘削する様にした凍土掘削装置
に関するものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to an excavating device used in construction machinery, etc., and particularly to a frozen soil excavating device that excavates frozen soil using an auger.

[従来の技術] 土木工事、建築工事に於ける基礎工事に杭打作
業があるが、この杭打作業の一にオーガによる掘
削作業がある。
[Prior Art] Foundation work in civil engineering and construction works includes piling work, and one type of piling work includes excavation work using an auger.

オーガによる掘削はその構造上硬い土質は不向
で、土質はある程度軟い場合に限られる。
Excavation with an auger is not suitable for hard soil due to its structure, and is limited to cases where the soil is soft to some extent.

[考案が解決しようとする問題点] 従つて、従来のオーガ掘削装置では、硬く凍結
した凍土の掘削をすることができず、土盤が溶け
るのを待つて掘削作業を行うか或は永久凍土の場
合はオーガによる掘削作業は無理で他の手段によ
る掘削とせざるを得なかつた。
[Problems that the invention aims to solve] Therefore, conventional auger excavation equipment cannot excavate in hard frozen frozen soil, and excavation work must be carried out by waiting for the soil to thaw or permafrost. In this case, it was impossible to excavate with an auger, and other means of excavation had to be used.

本考案は斯かる実情に鑑み、硬く凍結した凍土
であつてもオーガ掘削ができる様にしたものであ
る。
In view of these circumstances, the present invention is designed to enable auger excavation even in hard frozen frozen soil.

[問題点を解決するための手段] 本考案はオーガスクリユーの軸部を2重管構造
とし内管の基端をロータリジヨイントを介して蒸
気源と連通せしめ、カツタヘツドに逆止弁型バル
ブを設け、ロータリジヨイントを経て内管に供給
された蒸気を前記バルブより噴出させつつ掘削す
る様構成したことを特徴とするものである。
[Means for solving the problems] The present invention has a double pipe structure for the shaft of the auger screw, communicates the base end of the inner pipe with the steam source via a rotary joint, and installs a check valve type valve in the cutter head. The invention is characterized in that the excavation is carried out while the steam supplied to the inner pipe via the rotary joint is jetted out from the valve.

[作用] 外管との間の空気により断熱された状態で内管
を経て、バルブより噴出した蒸気はカツタヘツド
部の凍土を溶解し、オーガスクリユーによる掘削
が可能となる。
[Operation] The steam ejected from the valve after passing through the inner pipe while being insulated by the air between it and the outer pipe melts the frozen soil in the cutter head, making it possible to excavate with an auger screw.

[実施例] 以下、図面に基づき本考案の実施例を説明す
る。
[Example] Hereinafter, an example of the present invention will be described based on the drawings.

第1図は本考案に係る掘削装置の全体概略図で
あり、図中1はオーガスクリユー、2はスクリユ
ー駆動装置、3はロータリジヨイント、4はカツ
タヘツドを示す。
FIG. 1 is an overall schematic diagram of a drilling equipment according to the present invention, in which 1 indicates an auger screw, 2 a screw drive device, 3 a rotary joint, and 4 a cutter head.

スクリユー駆動装置2によつて回転されるオー
ガスクリユー1の軸部5は2重管構造となつてお
り、軸部の内管(後述)は中空であり、ロータリ
ジヨイント3を介して図示しない蒸気源と連通し
ている。ロータリジヨイント3を介して供給され
た蒸気はオーガスクリユー1の先端より噴出し、
凍土を溶解しカツタヘツド4はこの溶解した部分
を掘削する。
The shaft portion 5 of the auger screw 1 rotated by the screw drive device 2 has a double tube structure, and the inner tube (described later) of the shaft portion is hollow and is connected via a rotary joint 3 (not shown). It communicates with the steam source. The steam supplied through the rotary joint 3 is ejected from the tip of the auger screw 1,
The frozen soil is melted and the cutter head 4 excavates this melted part.

以下第2図〜第6図に於いてオーガスクリユー
1について詳述する。
The auger screw 1 will be described in detail below with reference to FIGS. 2 to 6.

オーガスクリユー1は1端に雄型嵌合部6、他
方に雌型嵌合部7を設けたスクリユーユニツト8
を連結してなるものである。
The auger screw 1 is a screw unit 8 having a male fitting part 6 at one end and a female fitting part 7 at the other end.
It is made by connecting.

スクリユーユニツト8の連結は、雄型嵌合部6
を雌型嵌合部7に嵌入せしめ、この嵌合部に抜脱
防止用のピン9を挿入せしめることによつて行
う。
The screw unit 8 is connected to the male fitting part 6.
This is done by fitting into the female fitting part 7 and inserting a pin 9 for preventing removal into this fitting part.

スクリユーユニツト8の軸部5は中空の外管1
0と中空の内管11から構成されており、外管1
0の1端に雄型嵌合部6、他端に雌型嵌合部7が
形成されている。雄型嵌合部6の外形形状は雌型
嵌合部7に嵌合し得る様になつていると共に、雄
型嵌合部6の端面側には連結孔12を穿設し、且
外管10と同心に内管11を連結孔12に連通せ
しめる如く雄型嵌合部6に支持させている。内管
11の非支持端には前記連通孔に嵌入するシール
ジヨイント13を固着し、該シールジヨイント1
3の外周面にはシール材14を取付けてありシー
ルジヨイント13が連結孔12に嵌入した状態で
はシールされる様になつている。
The shaft portion 5 of the screw unit 8 is a hollow outer tube 1.
0 and a hollow inner tube 11, and an outer tube 1.
A male fitting part 6 is formed at one end of the 0, and a female fitting part 7 is formed at the other end. The external shape of the male fitting part 6 is such that it can be fitted into the female fitting part 7, and a connecting hole 12 is bored on the end surface side of the male fitting part 6, and an outer tube is formed. An inner tube 11 is supported by the male fitting portion 6 so as to communicate with the connecting hole 12 concentrically with the inner tube 10 . A seal joint 13 that fits into the communication hole is fixed to the unsupported end of the inner tube 11, and the seal joint 1
A sealing material 14 is attached to the outer peripheral surface of the connecting hole 3 so that the seal joint 13 is sealed when it is fitted into the connecting hole 12.

第5図はカツタヘツド4を示しており、該カツ
タヘツド4にはスクリユーユニツト8の雄型嵌合
部6と同形状の雄型嵌合部6を有し、又軸心と同
心の通孔15を穿設してある。通孔15の先端に
逆止弁型のバルブ16を設け、又カツタヘツド4
先端のカツタ17にはアーチ状の切欠18を設け
て、カツタ17とバルブ16が干渉しない様にし
てある。バルブ16の構造は第6図に示す通りで
ある。中空の筒体19の先端に支持プレート20
によつて軸受部21が支持され、該軸受部21に
はボルト22が摺動自在に挿通し、又ボルト先端
には弁体23が固着されている。ボルト22の根
本端にはナツト24が螺着されており、該ナツト
24と前記軸受部21間にはスプリング25が圧
縮状態で設けられ、弁体23と筒体19に所要の
力で押圧している。
FIG. 5 shows a cutter head 4, which has a male fitting part 6 having the same shape as the male fitting part 6 of the screw unit 8, and a through hole 15 which is concentric with the axis. has been drilled. A check valve type valve 16 is provided at the tip of the through hole 15, and the cutter head 4
An arch-shaped notch 18 is provided in the cutter 17 at the tip to prevent interference between the cutter 17 and the valve 16. The structure of the valve 16 is as shown in FIG. A support plate 20 is attached to the tip of the hollow cylindrical body 19.
A bearing portion 21 is supported by the bearing portion 21, and a bolt 22 is slidably inserted into the bearing portion 21, and a valve body 23 is fixed to the tip of the bolt. A nut 24 is screwed onto the base end of the bolt 22, and a spring 25 is provided in a compressed state between the nut 24 and the bearing portion 21, and presses against the valve body 23 and the cylinder body 19 with a required force. ing.

上記構成であるので、蒸気はロータリジヨイン
トを経て内管11に供給され、所要の圧力以上と
なつて状態で蒸気が弁体23を押開けカツタヘツ
ド4先端より噴出する。噴出した蒸気のもつ熱に
よつてカツタヘツド先端部の凍土を溶解し掘削を
可能とする。又、軸部5は前記した如く、2重管
構造であつて内管11と外管10との間の空気は
断熱層となつて蒸気の冷却を防止する。
With the above structure, steam is supplied to the inner tube 11 through the rotary joint, and when the pressure exceeds the required level, the steam pushes the valve body 23 open and is ejected from the tip of the cutter head 4. The heat of the ejected steam melts the frozen soil at the tip of the cut head, making it possible to excavate. Further, as described above, the shaft portion 5 has a double tube structure, and the air between the inner tube 11 and the outer tube 10 acts as a heat insulating layer to prevent cooling of the steam.

[考案の効果] 以上述べた如く本考案によれば、オーガスクリ
ユーの軸部を2重管構造としているため、内管と
外管との間の空気が断熱層となり、内管内を流れ
る蒸気が冷えてしまうことなく温度の高い状態の
ままカツタヘツド部分のバルブから噴射され、効
率良く凍土を溶かすことができ、従来掘削不態で
あつた凍土のオーガスクリユーでの掘削が可能と
なる。
[Effects of the invention] As described above, according to the invention, since the shaft portion of the auger screw has a double pipe structure, the air between the inner pipe and the outer pipe becomes a heat insulating layer, and the steam flowing inside the inner pipe is It is injected from the valve in the cutter head at a high temperature without cooling down, making it possible to efficiently melt frozen soil, making it possible to excavate frozen soil using an auger crew, which was previously difficult to excavate.

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

第1図は本考案の概要を示す全体概略図、第2
図はオーガスクリユーの側面図、第3図は第2図
のA部断面図、第4図は第3図のB−B矢視図、
第5図はカツタヘツド側面図、第6図は第5図の
C部の断面図である。 1はオーガスクリユー、3はロータリジヨイン
ト、5は軸部、10は外管、11は内管、16は
バブルを示す。
Figure 1 is an overall schematic diagram showing the outline of the present invention, Figure 2
The figure is a side view of the auger screw, Figure 3 is a sectional view of section A in Figure 2, Figure 4 is a view taken along the line B-B in Figure 3,
FIG. 5 is a side view of the cutter head, and FIG. 6 is a sectional view of section C in FIG. 5. 1 is an auger screw, 3 is a rotary joint, 5 is a shaft portion, 10 is an outer tube, 11 is an inner tube, and 16 is a bubble.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] オーガスクリユーの軸部を2重管構造とし内管
の基端をロータリジヨイントを介して蒸気源と連
通せしめ、カツタヘツドに逆止弁型バルブを設
け、ロータリジヨイントを経て内管に供給された
蒸気を前記バルブより噴出させつつ掘削する様構
成したことを特徴とする凍土掘削装置。
The shaft of the auger screw has a double pipe structure, and the proximal end of the inner pipe is connected to the steam source via a rotary joint.A check valve type valve is installed in the cutter head, and the steam is supplied to the inner pipe via the rotary joint. A frozen soil excavation device characterized in that it is configured to excavate while blowing out steam from the valve.
JP1985124825U 1985-08-14 1985-08-14 Expired JPH0324712Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985124825U JPH0324712Y2 (en) 1985-08-14 1985-08-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985124825U JPH0324712Y2 (en) 1985-08-14 1985-08-14

Publications (2)

Publication Number Publication Date
JPS6235095U JPS6235095U (en) 1987-03-02
JPH0324712Y2 true JPH0324712Y2 (en) 1991-05-29

Family

ID=31017197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985124825U Expired JPH0324712Y2 (en) 1985-08-14 1985-08-14

Country Status (1)

Country Link
JP (1) JPH0324712Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219814A (en) * 2000-04-13 2006-08-24 Yoshinori Tsujimoto Equipment for excavating underground

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5854446B2 (en) * 1979-02-26 1983-12-05 日立電線株式会社 Multi-core wire sending device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5791885U (en) * 1980-11-18 1982-06-05
JPS5854446U (en) * 1981-10-08 1983-04-13 株式会社精研 limited cryotube

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5854446B2 (en) * 1979-02-26 1983-12-05 日立電線株式会社 Multi-core wire sending device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219814A (en) * 2000-04-13 2006-08-24 Yoshinori Tsujimoto Equipment for excavating underground

Also Published As

Publication number Publication date
JPS6235095U (en) 1987-03-02

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