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JPS6361440U - - Google Patents

Info

Publication number
JPS6361440U
JPS6361440U JP15156886U JP15156886U JPS6361440U JP S6361440 U JPS6361440 U JP S6361440U JP 15156886 U JP15156886 U JP 15156886U JP 15156886 U JP15156886 U JP 15156886U JP S6361440 U JPS6361440 U JP S6361440U
Authority
JP
Japan
Prior art keywords
press
foundation pile
drive device
auger
leader
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
JP15156886U
Other languages
Japanese (ja)
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 JP15156886U priority Critical patent/JPS6361440U/ja
Publication of JPS6361440U publication Critical patent/JPS6361440U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

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

第1図はこの考案の実施例に係る基礎杭中掘り
圧入装置用支持層地盤検出装置を示す一部縦断側
面図、第2図は第1図の一部を拡大して示す一部
縦断側面図、第3図は支持層地盤検出記録回路を
示す図、第4図は掘削深さに応じた掘削特性値の
記録データを示す図である。 図において、1はリーダー、2は昇降フレーム
、3はオーガー駆動装置、4は基礎杭、5はアー
スオーガー、6は圧入ジヤツキ、7はトルク計、
8は深度計、9は圧力計、10はデータ処理器、
13は圧入ジヤツキ用油圧装置、22はスリツプ
リング、25は鋼線、26は定数入力器(キイボ
ード)、27は時刻発振器、29および31はア
ナログ/デジタル変換器、33はアナログレコー
ダである。
Fig. 1 is a partially longitudinal side view showing a supporting layer ground detection device for foundation pile digging and press-in equipment according to an embodiment of this invention, and Fig. 2 is a partially longitudinal side view showing an enlarged part of Fig. 1. 3 is a diagram showing a support layer ground detection recording circuit, and FIG. 4 is a diagram showing recorded data of excavation characteristic values according to excavation depth. In the figure, 1 is a leader, 2 is a lifting frame, 3 is an auger drive device, 4 is a foundation pile, 5 is an earth auger, 6 is a press-fit jack, 7 is a torque meter,
8 is a depth gauge, 9 is a pressure gauge, 10 is a data processor,
13 is a hydraulic system for a press-fitting jack, 22 is a slip ring, 25 is a steel wire, 26 is a constant input device (keyboard), 27 is a time oscillator, 29 and 31 are analog/digital converters, and 33 is an analog recorder.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直なリーダー1に沿つて移動される昇降フレ
ーム2にオーガー駆動装置3が固定され、そのオ
ーガー駆動装置3の下方に配置された中空の基礎
杭4に、オーガー駆動装置3により回転されるア
ースオーガー5が貫入され、前記昇降フレーム2
と基礎杭4との間に圧入ジヤツキ6が介在されて
いる基礎杭中掘り圧入装置において、前記オーガ
ー駆動装置3の回転軸とアースオーガー5との間
にトルク計7が介在され、前記リーダー1に基礎
杭の圧入深度を計測する深度計8が設けられ、前
記圧入ジヤツキ6に対する油圧を検出する圧力計
9とトルク計7と深度計8との出力部は演算回路
を有するデータ処理器10に接続され、そのデー
タ処理器10に記録装置が接続されていることを
特徴とする基礎杭中掘り圧入装置用支持層地盤検
出装置。
An auger drive device 3 is fixed to a lifting frame 2 that moves along a vertical leader 1, and an earth auger rotated by the auger drive device 3 is attached to a hollow foundation pile 4 arranged below the auger drive device 3. 5 is penetrated, and the lifting frame 2
In the foundation pile drilling press-fitting device in which a press-fitting jack 6 is interposed between the leader 1 and the foundation pile 4, a torque meter 7 is interposed between the rotating shaft of the auger drive device 3 and the earth auger 5, and the leader 1 A depth gauge 8 for measuring the press-in depth of the foundation pile is installed at the base pile, and the output parts of the pressure gauge 9, the torque gauge 7, and the depth gauge 8 for detecting the oil pressure for the press-fit jack 6 are connected to a data processor 10 having an arithmetic circuit. 1. A support layer ground detection device for a foundation pile digging press-in device, characterized in that a recording device is connected to the data processor 10.
JP15156886U 1986-10-03 1986-10-03 Pending JPS6361440U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15156886U JPS6361440U (en) 1986-10-03 1986-10-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15156886U JPS6361440U (en) 1986-10-03 1986-10-03

Publications (1)

Publication Number Publication Date
JPS6361440U true JPS6361440U (en) 1988-04-23

Family

ID=31068761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15156886U Pending JPS6361440U (en) 1986-10-03 1986-10-03

Country Status (1)

Country Link
JP (1) JPS6361440U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999046449A1 (en) * 1998-03-10 1999-09-16 Nippon Steel Corporation Rotation buried pile and execution management method therefor
JP2003096776A (en) * 2001-09-25 2003-04-03 Asahi Kasei Corp Execution control method of steel pipe pile
JP2007285064A (en) * 2006-04-19 2007-11-01 Mitani Sekisan Co Ltd Construction method of foundation pile
JP2013072271A (en) * 2011-09-29 2013-04-22 Sanwa Kizai Co Ltd Support layer arrival estimation method used in pile burying method and support layer arrival estimation support device
JP2018141280A (en) * 2017-02-27 2018-09-13 日本基礎技術株式会社 Ground determination method and drilling device
JP2019031839A (en) * 2017-08-08 2019-02-28 株式会社大林組 Method for determining arrival at support layer and determination support system
JP2020007714A (en) * 2018-07-03 2020-01-16 株式会社テノックス Determination method of pile reaching support layer in pile installation by inner excavation
JP2021085149A (en) * 2019-11-25 2021-06-03 東洋テクノ株式会社 Support layer determination system

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999046449A1 (en) * 1998-03-10 1999-09-16 Nippon Steel Corporation Rotation buried pile and execution management method therefor
US6394704B1 (en) 1998-03-10 2002-05-28 Nippon Steel Corporation Screwed steel pile and method of construction management therefor
JP2003096776A (en) * 2001-09-25 2003-04-03 Asahi Kasei Corp Execution control method of steel pipe pile
JP2007285064A (en) * 2006-04-19 2007-11-01 Mitani Sekisan Co Ltd Construction method of foundation pile
JP2013072271A (en) * 2011-09-29 2013-04-22 Sanwa Kizai Co Ltd Support layer arrival estimation method used in pile burying method and support layer arrival estimation support device
JP2018141280A (en) * 2017-02-27 2018-09-13 日本基礎技術株式会社 Ground determination method and drilling device
JP2019031839A (en) * 2017-08-08 2019-02-28 株式会社大林組 Method for determining arrival at support layer and determination support system
JP2020007714A (en) * 2018-07-03 2020-01-16 株式会社テノックス Determination method of pile reaching support layer in pile installation by inner excavation
JP2021085149A (en) * 2019-11-25 2021-06-03 東洋テクノ株式会社 Support layer determination system

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