JPH01207595A - Pipe pile driver - Google Patents

Pipe pile driver

Info

Publication number
JPH01207595A
JPH01207595A JP30586088A JP30586088A JPH01207595A JP H01207595 A JPH01207595 A JP H01207595A JP 30586088 A JP30586088 A JP 30586088A JP 30586088 A JP30586088 A JP 30586088A JP H01207595 A JPH01207595 A JP H01207595A
Authority
JP
Japan
Prior art keywords
pipe
rear end
socket
pile driver
rammer
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
JP30586088A
Other languages
Japanese (ja)
Inventor
Hetsuse Arufuonsu
アルフォンス ヘッセ
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of JPH01207595A publication Critical patent/JPH01207595A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/10Follow-blocks of pile-drivers or like devices
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE: To reduce the cost of mechanical section by connecting a rear end section provided with a socket for a rammer to the rear end of an advancing pipe, viewed in the direction of advance without gap. CONSTITUTION: A rammer 3 is arranged in an advancing pipe 2 having a cutting shoe 1 in a front end section, and a conic impact point section 4 is arranged in a support ring 5. A socket 6 tapered in the direction of the conic impact point section 4 and a connecting part 7 as a rammer drill fitted in the socket 6 are provided in the rear end section of the rammer 3. A guide pipe 2b is supported on a floor frame 12 by the supports roller 11 on a base seat 10 at the start point of the indication of a start hole 9, and the rear end of the rammer and the rear end of the guide pipe 2b viewed in the direction of advance are connected to each other without gap by the socket 6 and the rammer drill 7. By this constitution, the cost of mechanical section can be reduced.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、保護パイプ又は電線管のようなパイプの内部
くい打ち用のパイプくい打ち機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a pipe piling machine for internal piling of pipes, such as protection pipes or conduits.

[従来の技術] 掘進パイプと表示されるパイプの打ち込みにはいかなる
場合にも、くい打ち機及び掘進パイプを準備するスター
トシャフト又はスタート穴が必要である。スタート穴の
大きさを小さくするために、くい打ち機をその打撃尖端
部によって直接又はくい打ちつかみを用いてパイプ後端
部にはめ込むのでなく、掘進パイプの中に配置すること
が、西ドイツ国登録実用新案登8707158号によっ
て周知である。この方法によると、スタート穴に必要な
長さは、はとんど掘進パイプの長さによって定まる。
BACKGROUND OF THE INVENTION The driving of pipes designated as drilled pipes in any case requires a pile driver and a starting shaft or starting hole for preparing the drilled pipe. In order to reduce the size of the starting hole, it is registered in West Germany that the pile driver should be placed in the digging pipe instead of being inserted into the rear end of the pipe directly with its striking tip or with the help of a pile grip. It is well known by Utility Model Registration No. 8707158. According to this method, the required length of the starting hole is determined primarily by the length of the excavation pipe.

[発明が解決しようとする課題] 掘進パイプを打ち込むために、既知の内部くい打ち機は
掘進パイプ内に設置されたカバーパイプで囲まれており
、その際、くい打ち機の球状の打撃尖端部がぴったりと
、カバーパイプの掘進方向についての前端部に設置され
ている内リングにはめ込まれ、その結果くい打ち機の推
進力が、可動性の、あるいは、くい打ち機ケースに固定
してつけられた打撃尖端部によって、内リング、つまり
、覆われたパイプに伝えられることになる。カバーパイ
プに伝えられた推進力を方向を変えて、掘進パイプに対
する掘進力に転化するために、掘進パイプの後方部の正
面に配置されているカバーパイプの掘進方向についての
後端部に、外コレットが存在する。これによって、推進
力は、内リング、カバーパイプ、及び外コレットによっ
て、掘進パイプの方向に方向を変えられる。掘進パイプ
に鈍角をなして接しているカバーパイプの外コレットの
鉄敷の影響で発生する、はね返りを避けるために、くい
打ち機とパイプは、張り材によって互いに結ばれている
[Problem to be Solved by the Invention] In order to drive the digging pipe, the known internal pile driver is surrounded by a cover pipe installed in the digging pipe, in which case the spherical striking tip of the pile driver is snugly fitted into the inner ring installed at the front end of the cover pipe in the direction of excavation, so that the driving force of the pile driver can be attached movably or fixedly to the pile driver case. The impact will be transmitted by the striking tip to the inner ring, ie to the covered pipe. In order to change the direction of the propulsion force transmitted to the cover pipe and convert it into an excavation force for the excavation pipe, an external Colette exists. The driving force is thereby redirected by the inner ring, cover pipe and outer collet towards the digging pipe. The pile driver and the pipe are connected to each other by tensioning material in order to avoid rebound caused by the impact of the anvil of the outer collet of the cover pipe adjoining the excavation pipe at an obtuse angle.

本発明は、パイプの内部くい打ち機を改善し、特に、機
械的な費用を減らすことを課題とする。
SUMMARY OF THE INVENTION The object of the invention is to improve internal pipe driving machines and, in particular, to reduce mechanical costs.

[課題を解決するための手段] 上記課題は、本発明に係るパイプくい打ち機、即ち、く
い打ち機の後端部が掘進パイプの掘進方向についての後
端部と接続していることを特徴とするパイプ製内部くい
打ち用のパイプくい打ち機によって解決される。本発明
の好ましい実施態様においては、くい打ち機と掘進パイ
プとが隙間なくぴったりと接続されている(請求項2)
。本発明の別の好ましい実施態様においては、くい打ち
機の後端部に掘進方向に先細りになっているソケットを
備えている(請求項4)。
[Means for Solving the Problems] The above problem is solved by the pipe pile driving machine according to the present invention, that is, the rear end of the pile driver is connected to the rear end of the digging pipe in the digging direction. The problem is solved by a pipe piling machine for internal piling made of pipe. In a preferred embodiment of the present invention, the pile driver and the digging pipe are tightly connected without any gaps (Claim 2)
. In another preferred embodiment of the present invention, the rear end of the pile driver is provided with a socket that tapers in the digging direction (claim 4).

[作 用コ くい打ち機又はくい打ち機ケースの例えば太くなった後
端部を掘進パイプの後端部と接合することにより、くい
打ち機の推進力は真直につまり、方向を変えることなく
、掘進力として掘進パイプに導かれる。その上、くい打
ち機を付加的に囲んでいる、コレットを備えているパイ
プも、はね返りを防ぐために掘進パイプとくい打ち機を
つなぐ引っ張り装置も必要としない。
[Function] By connecting the thickened rear end of the pile driver or the pile driver case to the rear end of the excavation pipe, the driving force of the pile driver is straight and does not change direction. It is guided to the digging pipe as digging force. Moreover, neither a pipe with a collet additionally surrounding the pile driver nor a tensioning device connecting the digging pipe and the pile driver to prevent splashing is required.

本発明のさらに別の実施態様においては、ソケットと掘
進パイプの間に1個又は複数個の接続部品が配置されて
いる(請求項5)。
In a further embodiment of the invention, one or more connecting parts are arranged between the socket and the digging pipe (claim 5).

ソケットとくい打ちパイプの間にある接合部品、例えば
、くい打ち錐又はくい打ち部分等によって、ソケットの
ために太くなったくい打ち機の後端部は種々のパイプ内
径に適合する。つまり、掘進パイプの内径に適合した接
続部品−つ以上をくい打ちのソケットに合わせるだけで
よい。
Due to the connecting parts between the socket and the stake pipe, such as a stake drill or a stake section, the rear end of the stake driver, which is thickened for the socket, is adapted to different pipe internal diameters. This means that it is only necessary to fit one or more connecting parts adapted to the internal diameter of the tunneling pipe into the socket of the stake.

[実施例] 本発明は、以下の実施例に基づいて説明される。[Example] The invention will be explained based on the following examples.

第1図に示すように前端部にカッティング・シュー1を
有する掘進パイプ2の中にくい打ち機3が配置されてお
り、くい打ち機は、円錐形の打撃尖端部4を有し、この
打撃尖端部は支持リング5の中に配置されている。くい
打ち機3の後端部には打撃尖端4方向に向って細くなっ
ているソケット6およびソケット6の上にはめられた、
くい打ち錐として作られた、接続部品7があり、くい打
ち機3の後端をソケット6及びくい打ち錐7によって、
掘進パイプ2の後端部と接続している。
As shown in FIG. 1, a screwdriver 3 is disposed inside a digging pipe 2 having a cutting shoe 1 at its front end, and the screwdriver has a conical striking tip 4. are arranged in the support ring 5. At the rear end of the pile driver 3, there is a socket 6 which tapers toward the striking tip 4, and a socket fitted onto the socket 6.
There is a connecting part 7, made as a stake-driving drill, which connects the rear end of the stake-driver 3 with a socket 6 and a stake-driving drill 7.
It is connected to the rear end of the digging pipe 2.

第2図には、ガイドパイプ2bの地中8にほぼ完全に打
ち込まれた掘進パイプ2aに対する配置が示されている
。ガイドパイプ2bはスタート穴9の中の表示されてい
るスタート点にあり、台座10の上に柱状に配置された
支持ローラー11によって、床枠12の上に支えられて
いる。くい打ち機3は円錐状のソケット6および挿入さ
れたくい打ち錐7によって、後端とガイドパイプ2bの
掘進方向に招ける後端がびりたり接続されている。
FIG. 2 shows the arrangement of the guide pipe 2b relative to the digging pipe 2a which has been driven almost completely into the ground 8. The guide pipe 2b is located at the indicated start point in the start hole 9 and is supported on the floor frame 12 by support rollers 11 arranged in a columnar manner on the base 10. The pile driving machine 3 has a rear end connected to the guide pipe 2b by a conical socket 6 and an inserted pile driving awl 7.

図示されていない、くい打ち機3のケース内で往復運動
し、場合によっては数トンの重さの打つピストンはその
打つエネルギーをソケット6及びくい打ち&!7によっ
て、ガイドパイプ2bに伝え、打つ度にガイドパイプを
掘進させる。打つピストンは、通例、圧搾空気、又は水
圧により、あるいは機械によって動く。この場合、図示
されていないコンプレッサーから、連動バルブ14のつ
いている空気管13によってくい打ち機3のケース内部
に導かれる。
A striking piston (not shown) that reciprocates within the case of the pile driving machine 3 and weighs several tons in some cases transfers its striking energy to the socket 6 and the pile driving &! 7, it is transmitted to the guide pipe 2b, and the guide pipe is made to dig every time it is struck. The striking piston is usually moved by compressed air or water pressure, or mechanically. In this case, an air line 13 with an interlock valve 14 leads into the housing of the pile driving machine 3 from a compressor (not shown).

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

第1図は、くい打ち機の後端部にあるソケットによって
、掘進パイプの後端部と接続している、本発明に係る内
部くい打ち機の縦断面図である。 第2図はガイドパイプをほぼ完全に地中に打ち込まれた
掘進パイプに配置した後の、スタート穴における、第1
図によるくい打ち機を示す。 1・・・カッティング・シュー 2・・・掘進パイプ2
b・・・ガイドパイプ    3・・・くい打ち機4・
・・打す尖端部      5・・・支持リング6・・
・ソケット       7・・・接続部品8・・・地
中         9・・・スタート穴10・・・台
座        11・・・支持ローラー12・・・
床枠       13・・・空気管14・・・連動バ
ルブ 他3名
1 is a longitudinal sectional view of an internal pile driver according to the invention, connected to the rear end of a digging pipe by a socket at the rear end of the pile driver; FIG. Figure 2 shows the first hole in the starting hole after the guide pipe has been placed in the excavation pipe that is almost completely driven into the ground.
1 shows a piling machine according to the diagram. 1...Cutting shoe 2...Drilling pipe 2
b...Guide pipe 3...Pile driving machine 4.
... Pointed end 5 ... Support ring 6 ...
・Socket 7...Connection part 8...Underground 9...Start hole 10...Pedestal 11...Support roller 12...
Floor frame 13... Air pipe 14... Interlocking valve and 3 others

Claims (1)

【特許請求の範囲】 1 くい打ち機(3)の後端部が掘進パイプ(2)の掘
進方向についての後端部と接続していることを特徴とす
るパイプ内部くい打ち用のパイプくい打ち機。 2 くい打ち機(3)と掘進パイプ(2)とが隙間なく
接続していることを特徴とする請求項1に記載のパイプ
くい打ち機。 3 くい打ち機(3)の後端部にソケット(6)を備え
ていることを特徴とする請求項1又は2に記載のパイプ
くい打ち機。 4 ソケット(6)が掘進方向に先細りになっているこ
とを特徴とする請求項3に記載のパイプくい打ち機。 5 ソケット(6)と掘進パイプ(2)との間に1個ま
たは複数個の接続部品(7)が配置されていることを特
徴とする、請求項3又は4に記載のパイプくい打ち機。 6 くい打ち機の打撃尖端部(4)と掘進パイプ(2)
との間に支持リング(5)があることを特徴とする請求
項1乃至5のいずれか1つに記載のパイプくい打ち機。
[Claims] 1. A pipe pile driver for driving inside a pipe, characterized in that the rear end of the pile driver (3) is connected to the rear end of the excavation pipe (2) in the excavation direction. Machine. 2. The pipe pile driver according to claim 1, wherein the pile driver (3) and the digging pipe (2) are connected without any gap. 3. The pipe pile driver according to claim 1 or 2, characterized in that a socket (6) is provided at the rear end of the pile driver (3). 4. Pipe piling machine according to claim 3, characterized in that the socket (6) is tapered in the digging direction. 5. Pipe piling machine according to claim 3 or 4, characterized in that one or more connecting parts (7) are arranged between the socket (6) and the digging pipe (2). 6 The striking tip of the pile driver (4) and the digging pipe (2)
Pipe piling machine according to any one of the preceding claims, characterized in that there is a support ring (5) between the pipe piling machine and the pipe piling machine.
JP30586088A 1987-12-07 1988-12-02 Pipe pile driver Pending JPH01207595A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3741373.2 1987-12-07
DE19873741373 DE3741373C1 (en) 1987-12-07 1987-12-07 Pipe ram

Publications (1)

Publication Number Publication Date
JPH01207595A true JPH01207595A (en) 1989-08-21

Family

ID=6342013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30586088A Pending JPH01207595A (en) 1987-12-07 1988-12-02 Pipe pile driver

Country Status (3)

Country Link
EP (1) EP0319730B1 (en)
JP (1) JPH01207595A (en)
DE (1) DE3741373C1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8684104B1 (en) 2007-04-13 2014-04-01 Andrew J. Fisk, III Detachable pipe ramming head with efficient lubrication dispersal

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3905648A1 (en) * 1989-02-24 1990-08-30 Brochier Fa Hans Pipe ram
DE4103196C2 (en) * 1991-02-02 1994-06-09 Tracto Technik Drill
DE202023101652U1 (en) 2023-03-31 2023-05-22 Erol Ludwig Device for creating foundation or pile holes and vehicle with this device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6360397A (en) * 1986-08-28 1988-03-16 極東開発工業株式会社 Earth-moving device for burying piping
JPS6378999A (en) * 1986-09-22 1988-04-09 松坂貿易株式会社 Impact propulsion construction method and device for steel pipe

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL3247C (en) * 1900-01-01
NL7907082A (en) * 1979-09-24 1981-03-26 Willem Frederik Heins Tubular pile-driving system - uses compressed air or hydraulic hammer inside pile
DE3112395A1 (en) * 1981-03-28 1982-10-07 Paul 5940 Lennestadt Schmidt "RAMP TUBE FOR PIPE FRAME"
DE8707158U1 (en) * 1987-05-19 1987-07-30 Tracto-Technik Paul Schmidt Maschinenfabrik GmbH, 5940 Lennestadt Pipe ram

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6360397A (en) * 1986-08-28 1988-03-16 極東開発工業株式会社 Earth-moving device for burying piping
JPS6378999A (en) * 1986-09-22 1988-04-09 松坂貿易株式会社 Impact propulsion construction method and device for steel pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8684104B1 (en) 2007-04-13 2014-04-01 Andrew J. Fisk, III Detachable pipe ramming head with efficient lubrication dispersal

Also Published As

Publication number Publication date
DE3741373C1 (en) 1989-04-27
EP0319730B1 (en) 1991-04-10
EP0319730A1 (en) 1989-06-14

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