JPS6227590Y2 - - Google Patents
Info
- Publication number
- JPS6227590Y2 JPS6227590Y2 JP15478681U JP15478681U JPS6227590Y2 JP S6227590 Y2 JPS6227590 Y2 JP S6227590Y2 JP 15478681 U JP15478681 U JP 15478681U JP 15478681 U JP15478681 U JP 15478681U JP S6227590 Y2 JPS6227590 Y2 JP S6227590Y2
- Authority
- JP
- Japan
- Prior art keywords
- swinging
- propulsion device
- pipe
- tip
- section
- 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
- 239000004576 sand Substances 0.000 claims description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【考案の詳細な説明】
本考案は管埋設用掘削機の先導管推進装置に関
するものである。[Detailed Description of the Invention] The present invention relates to a leading pipe propulsion device for a pipe burying excavator.
この種の先導管推進装置は第1図に示すように
小口径の先導管1を発進抗Aより到達抗Bへ正確
に推進埋設した後に中口径管を埋設する工法にお
いて先導管1を正確に埋設するものである。 As shown in Fig. 1, this type of leading pipe propulsion device is used in a construction method in which a small diameter leading pipe 1 is accurately propelled and buried from a starting shaft A to a reaching shaft B, and then a medium diameter pipe is buried. It is to be buried.
従来の先導管推進装置の揺動部2を第2図に示
す。 FIG. 2 shows the swinging section 2 of a conventional leading pipe propulsion device.
第2図は従来の揺動部形状を示し、揺動部2に
掘削工具1を装着している。 FIG. 2 shows the shape of a conventional swinging section, in which an excavation tool 1 is mounted on the swinging section 2. As shown in FIG.
第3図は従来の揺動部推進状態であり、揺動部
2が回転し装着された掘削工具1によつて土砂を
掘削する。 FIG. 3 shows a conventional swinging unit propulsion state, in which the swinging unit 2 rotates and excavates earth and sand with the attached excavation tool 1.
第3図に示すように揺動部2に揺動角αを与え
ることにより土砂と先導管推進装置との間に圧密
部3を発生させる。この圧密部3によつて先導管
推進装置は上方へ向つて推進する。 As shown in FIG. 3, by giving a swinging angle α to the swinging part 2, a consolidation part 3 is generated between the earth and sand and the leading pipe propulsion device. This compacted portion 3 propels the leading pipe propulsion device upward.
第3図とは逆に揺動角を与えると先導管推進装
置は下方へ向つて推進する。 When a swinging angle is applied opposite to that shown in FIG. 3, the leading tube propulsion device is propelled downward.
この操作をくり返し方向修生を行ないながら目
標の位置に先導管を埋設することができる。 By repeating this operation, the guide pipe can be buried in the target position while performing direction repair.
この揺動部2はカツタドラムであり、揺動部2
は第4図に示すように揺動ジヤツキ4の作動によ
り球面支持部材5を介して揺動するものであり、
また揺動部2は減速機6を介して油圧モータ7に
よつて回転されるものである。 This swinging section 2 is a cutter drum, and the swinging section 2
As shown in FIG. 4, it is oscillated via a spherical support member 5 by the operation of a oscillating jack 4.
Further, the swinging section 2 is rotated by a hydraulic motor 7 via a reduction gear 6.
従来の先導管推進装置の揺動部2の外周形状は
直筒形であり、このために第3図に示すように圧
密部3が小さいものになつていて方向修正能力が
小さいものであつた。 The outer circumferential shape of the swinging part 2 of the conventional guide pipe propulsion device is a straight cylinder, and therefore the compaction part 3 is small as shown in FIG. 3, and the direction correction ability is small.
本考案は上記の事情に鑑みなされたものであつ
て、その目的とするところは圧密部が従来装置が
作る圧密部よりも多くなり、従来の揺動角と同じ
でより多くの方向修正能力が得られる管埋設用掘
削機の先導管推進装置を提供することにある。 The present invention was developed in view of the above circumstances, and its purpose is to increase the number of consolidated parts compared to the consolidated parts created by conventional equipment, and to provide more direction correction ability with the same swing angle as the conventional equipment. An object of the present invention is to provide a lead pipe propulsion device for a pipe burying excavator.
以下、本考案を第5図および第6図を参照して
説明する。 Hereinafter, the present invention will be explained with reference to FIGS. 5 and 6.
図面中10は推進部本体であり、11はカツタ
ドラムとして揺動部であり、12はカツタであ
る。揺動部11は従来装置と同様に揺動ジヤツキ
により揺動操作され、また油圧モータにより回転
駆動されるものである。 In the drawing, 10 is a propulsion unit main body, 11 is a swinging portion as a cutter drum, and 12 is a cutter. The swinging portion 11 is swing-operated by a swinging jack, as in the conventional device, and is rotationally driven by a hydraulic motor.
揺動部11の外周部は円錐面14になされてお
り、先側に行くに従つて大径になつている。 The outer peripheral portion of the swinging portion 11 is formed into a conical surface 14, and the diameter increases toward the tip.
しかして、揺動部11を最大揺動角αに傾けた
場合は第6図に示すようになつて土砂と先導管推
進装置との間に圧密部13が発生するが、この圧
密部13は従来装置の作る圧密部に比べて大きく
なる。 However, when the swinging section 11 is tilted to the maximum swing angle α, a compaction section 13 is generated between the earth and sand and the leading pipe propulsion device as shown in FIG. This is larger than the consolidated area created by conventional equipment.
この圧密部13を発生させて先導管推進装置の
方向修正を行う。 This compacted portion 13 is generated to correct the direction of the leading pipe propulsion device.
本考案は以上詳述したようになり、推進部本体
10の先端部に揺動可能に且つ回転可能に設けら
れて土砂を掘削する揺動部11の外周形状を先側
に行くに従つて大径となる円錐形にしたから、圧
密部が従来装置が作る圧密部よりも多くなり、従
来の揺動角と同じでより多くの方向修正能力が得
られる。 The present invention has been described in detail above, and the outer circumferential shape of the swinging section 11, which is swingably and rotatably provided at the tip of the propulsion section main body 10 and excavates earth and sand, becomes larger toward the tip. Since it has a conical shape with a diameter, there are more consolidated parts than those created by conventional devices, and more direction correction ability can be obtained with the same swing angle as the conventional device.
第1図は中径管埋設工法の説明図、第2図は従
来の先導管推進装置の揺動部の側面図、第3図は
同作用説明図、第4図は管埋設用掘削機の縦断面
図、第5図は本考案一実施例の側面図、第6図は
同作用説明図である。
10は推進部本体、11は揺動部。
Fig. 1 is an explanatory diagram of the medium-diameter pipe burying method, Fig. 2 is a side view of the swinging part of a conventional leading pipe propulsion device, Fig. 3 is an explanatory diagram of the same operation, and Fig. 4 is an explanatory diagram of the pipe burying excavator. 5 is a side view of one embodiment of the present invention, and FIG. 6 is an explanatory view of the same operation. 10 is a propulsion unit main body, and 11 is a swinging unit.
Claims (1)
可能に設けられて土砂を掘削する揺動部11の外
周形状を先側に行くに従つて大径となる円錐形に
したことを特徴とする管埋設用掘削機の先導管推
進装置。 The outer circumferential shape of the swinging part 11 which is swingably and rotatably provided at the tip of the propulsion part main body 10 and excavates earth and sand is made into a conical shape that becomes larger in diameter toward the tip. Lead pipe propulsion device for pipe burying excavators.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15478681U JPS5859884U (en) | 1981-10-20 | 1981-10-20 | Lead pipe propulsion device for pipe burying excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15478681U JPS5859884U (en) | 1981-10-20 | 1981-10-20 | Lead pipe propulsion device for pipe burying excavator |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5859884U JPS5859884U (en) | 1983-04-22 |
JPS6227590Y2 true JPS6227590Y2 (en) | 1987-07-15 |
Family
ID=29947375
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15478681U Granted JPS5859884U (en) | 1981-10-20 | 1981-10-20 | Lead pipe propulsion device for pipe burying excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5859884U (en) |
-
1981
- 1981-10-20 JP JP15478681U patent/JPS5859884U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5859884U (en) | 1983-04-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6227590Y2 (en) | ||
JPS6137411B2 (en) | ||
JP2001032666A (en) | Excavating bit for ground excavating device | |
JP5647292B2 (en) | Fluid pipe introducing device and embedding method using the same | |
JPH0547832Y2 (en) | ||
JPH0339156B2 (en) | ||
JPS5833641A (en) | Construction of underground pile | |
JP4110550B2 (en) | Rectangular cross-section machine | |
JPS6027800B2 (en) | Underground propulsion piping machine | |
JPH0520083Y2 (en) | ||
JPS585758Y2 (en) | Pipe burying machine | |
JPS5923827Y2 (en) | Pipe burying machine | |
JP2873529B2 (en) | Excavation method of large diameter tunnel | |
JPS592233Y2 (en) | Pipe burying machine | |
JPS6139023Y2 (en) | ||
JPS5810763Y2 (en) | excavation work vehicle | |
JPH04175589A (en) | Method and device for re-laying of existing pipe without excavation | |
JPH0617576B2 (en) | Steel pipe pile | |
JPS6346544Y2 (en) | ||
JPH0525364Y2 (en) | ||
SU1074965A1 (en) | Working equipment of earth-moving machine | |
JPH0524242Y2 (en) | ||
JPH09158651A (en) | Communicating tube construction machine and communicating tube | |
JPS5833197Y2 (en) | Shield Shield | |
CN109339134A (en) | Kerbstone foundation trench backactor and its grooving method |