JPS6019813A - Mandrel and method for driving drain material - Google Patents

Mandrel and method for driving drain material

Info

Publication number
JPS6019813A
JPS6019813A JP12578483A JP12578483A JPS6019813A JP S6019813 A JPS6019813 A JP S6019813A JP 12578483 A JP12578483 A JP 12578483A JP 12578483 A JP12578483 A JP 12578483A JP S6019813 A JPS6019813 A JP S6019813A
Authority
JP
Japan
Prior art keywords
mandrel
ground
tube
driving
drain material
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
JP12578483A
Other languages
Japanese (ja)
Inventor
Eijiro Muramatsu
栄二郎 村松
Teruhisa Misawa
三沢 輝久
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP12578483A priority Critical patent/JPS6019813A/en
Publication of JPS6019813A publication Critical patent/JPS6019813A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/103Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by installing wick drains or sand bags

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To drive long drain materials even into places where the height of a mandrel used is limited by using a mandrel consisting of plural pipes slidably assembled, each of which can be extended and integrally fixed. CONSTITUTION:Under a double tube condition that an outer tube 7 constituting a mandrel is retracted and fitted on the outside of an inner tube 6, a driving frame 4 is lowered, a driving frame 6 is raised, and only the inner tube 6 is pulled up by leaving the outer tube 7 under the ground G. Where the pin holes 6a and 7a of them coincide with each other, a fixing pin 17 is penetrated to fix the inner and outer tubes 6 and 7 integrally, and under the condition, they are penetrated to a given depth. When the inner and outer tubes 6 and 7 are pulled up from the ground G, the anchor plate 15 is left behind under the resistance of the ground G, and drain material D is set there. The long drain material D can thus be driven even into places where the height is limited.

Description

【発明の詳細な説明】 本発明+、tペーパードレーンやケミカルドレーン等の
ドレーン材をマンドレルにより軟弱地盤中に打ち込むた
めのマンドレル構造及びそのマンドレルによる打込方法
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention + relates to a mandrel structure for driving drain materials such as T-paper drains and chemical drains into soft ground using a mandrel, and a driving method using the mandrel.

マンドレルを使ってドレーン材を地盤中に打込む場合、
一般にその打込深度に応じた長さのマンドレルか必要と
なる。しかしながら、高圧線下q;の地上障害物があっ
てマンドレルの高さに制限のある場所では、打込み深さ
に必要なマンドレルの長さが確保できず、マンドレルを
用いた打込方法は採用出来なかったのが実情である。
When driving drain material into the ground using a mandrel,
Generally, a mandrel with a length corresponding to the driving depth is required. However, in places where there are obstacles on the ground below the high-voltage line and the height of the mandrel is limited, the length of the mandrel required for the driving depth cannot be secured, and the driving method using a mandrel cannot be adopted. The reality is that there was no such thing.

また、ドレーン材の打込装置は特に軟弱地盤+r。In addition, the drain material driving device is especially suitable for soft ground +r.

に設置されるため、長くて重心の高いマンドレルを搭載
すると装置全体が不安定になり、転倒の危険がある等の
問題点があった。
Since the device is installed in a large area, there were problems such as the installation of a long mandrel with a high center of gravity would make the entire device unstable, creating the risk of it falling over.

本発明は、上記実情に鑑みその問題点を解消するために
なされたもので、その]1的とするところは、マンドレ
ルの長さを短くすることにより打込櫓の高さを低く抑え
、高さ制限のあるところでも自由に)・レーン材を打設
することか出来るだけでなく、短いマンドレルにも拘わ
らすトレーン材を1−分な深さに打設することが出来、
マンドレル及び打込相の重心を極力低くして打込装置の
安定を図り、小型の重機や船舶−1−からも安全にドレ
ーンキ1を(」込むことの出来るマンドレル及びそれに
よる:l]込方法を提供するにある。
The present invention was made to solve the problems in view of the above-mentioned circumstances, and its first purpose is to keep the height of the driving tower low by shortening the length of the mandrel, and to increase the height of the driving tower. Not only is it possible to cast lane materials (freely even in places with restrictions), it is also possible to cast lane materials to a depth of 1 minute despite the short mandrel.
A mandrel and a method for inserting a drain key 1 using the mandrel, which stabilizes the driving device by lowering the center of gravity of the mandrel and the driving phase as much as possible, and allows a drain key 1 to be inserted safely even from small heavy machinery or ships. is to provide.

以下、本発明の一実施例について図面を参照しなから説
明する。
An embodiment of the present invention will be described below with reference to the drawings.

第1図において、1は打込機本体であって、その前部に
打込梯2か立設されている。該打込櫓2の曲面にはリー
ダー:(かイ・j設されていて、これにイj込フレーム
11か上下スライド可能に取イ・Jけられている。5a
は吊ワイヤーであってL記打込フレー l、 /Iに設
けられたレーンに掛は回されていると共に、その先端部
は上記(J込櫓2の上端部に接続されていて、」−記打
込磯木木1に設置した適宜巻−1,げ装置買(図示ぜず
)により上記打込フレーム11を−1,カ駆動するよう
になっている。また、51)は圧入用ワイヤーであって
(」込フレーl、4に設けた別のレーンと後述の固定フ
レーム1Gに設けたシーブに順次掛は回されていると共
に、その先端部は該固定フレーム16に接続されていて
J−記巻上げ装置等により打込フレーム・1を強制的に
一ト降駆動するようになっている。
In FIG. 1, reference numeral 1 denotes a driving machine main body, and a driving ladder 2 is erected at the front of the main body. A leader is installed on the curved surface of the driving turret 2, and a driving frame 11 is attached to this to be able to slide up and down.5a
is a hanging wire, and the hanging wire is turned around the lane provided in the L entry frame l, /I, and its tip is connected to the upper end of the above (J Komi Yagura 2). The driving frame 11 is driven by an appropriate winding device (not shown) installed on the pressing-in Isogiki 1. In addition, 51) is a press-fitting wire. The hook is sequentially rotated through another lane provided on the frame 1, 4 and a sheave provided on the fixed frame 1G, which will be described later, and its tip is connected to the fixed frame 16. - The driving frame 1 is forcibly driven down by a hoisting device or the like.

」−記打込フレーム4には内管6の上端部か取イ;jけ
らizており、更に該内管6の外側には外管7か摺動自
在に外挿されでいる。
The upper end of the inner tube 6 is cut out in the driving frame 4, and an outer tube 7 is slidably inserted outside the inner tube 6.

第2図及び第3図からも明らかなように、上記内管6内
は仕切板8によって通路部9と10に区画されており、
通路部9内にはドレーン材I)が挿通され、また通路部
10内には外管用1−げ用のロンI’llか挿設さzし
ている。該ロッド11の下端部は」二記内管6の下端部
に設けたガイド]2を突き抜けて上記外管7のF端部に
取り(=1けられていると共に、その上端部にはワイヤ
ー1.1aが接続されていて」1方に引」ニげられるよ
うになっている。
As is clear from FIGS. 2 and 3, the inside of the inner tube 6 is divided into passage portions 9 and 10 by a partition plate 8.
A drain material I) is inserted into the passage part 9, and a length I'll for the outer tube is inserted into the passage part 10. The lower end of the rod 11 passes through the guide provided at the lower end of the inner tube 6 and is attached to the F end of the outer tube 7, and a wire is attached to the upper end. 1.1a is connected and can be pulled to one side.

尚、上記ロッド11は内管6及び外管7の中心から偏心
した位置に配置されでいるので、外管7が内管6に対し
て四較して捩れないようになってぃ上記通路部9内に挿
通されるドレーン利りは、第1図から明らかなように、
前記打込フレーム4に設置されたドラム13から繰出さ
れると共に、その下端部はアンカープレート15に接続
されている。このアンカープレート15は上記外管7の
下端部に取f=1けられたマンドレル先端部14の下端
面に当接されている。尚、第1図において、]6はマン
ドレルの下端部を固定するためのフレームであり、また
第2図から明らかなように、内管6の下端部にはピン穴
6aが穿設されており、一方外管7の」二端部にもピン
穴7aが穿設されていて、」−記内管6と外管7を相互
に引延ばして両ビン穴6a、7aを一致させ、第3図に
仮想線で示すように固定用ピンj7を嵌挿することによ
り内管6と外管7を一体的に固定するようになっている
Furthermore, since the rod 11 is arranged eccentrically from the center of the inner tube 6 and the outer tube 7, the outer tube 7 is prevented from twisting relative to the inner tube 6. As is clear from Fig. 1, the drain hole inserted into the hole 9 is
It is fed out from a drum 13 installed on the driving frame 4, and its lower end is connected to an anchor plate 15. This anchor plate 15 is brought into contact with the lower end surface of a mandrel tip 14 attached to the lower end of the outer tube 7 (f=1). In FIG. 1, ]6 is a frame for fixing the lower end of the mandrel, and as is clear from FIG. 2, a pin hole 6a is bored in the lower end of the inner tube 6. On the other hand, a pin hole 7a is also drilled at the two ends of the outer tube 7, and the inner tube 6 and the outer tube 7 are stretched out so that the pin holes 6a and 7a coincide with each other. As shown by the imaginary lines in the figure, the inner tube 6 and the outer tube 7 are integrally fixed by inserting a fixing pin j7.

次に、t、述したマンドレルによりドレーン(・4を打
込む方法に一ついて説明する。
Next, we will explain one method of driving the drain (.4) using the mandrel mentioned above.

まず、第4図(A)に示すように外管゛7を引っ込め゛
て内管6の外側に外挿せしめた二重管状態で打込フレー
ム4を下降駆動せしめ、第11図(r3)に示すように
地fiG中に圧入する。次に打込フレーム6を」二列駆
動せしめで、上記外管7を地盤に中に残したまま内管6
のみを外管7がら引き」―げ、曲記ピン穴6L7aが一
致したところで固定用ピン17を差し込み、内管6と外
管7とを一体的に固定する(第4図C参照)。
First, as shown in FIG. 4(A), the driving frame 4 is driven downward in the double tube state in which the outer tube 7 is retracted and inserted outside the inner tube 6. Press fit into the ground fiG as shown in . Next, drive the driving frame 6 in two rows, and drive the inner tube 6 while leaving the outer tube 7 in the ground.
When the pin holes 6L7a are aligned, the fixing pin 17 is inserted to integrally fix the inner tube 6 and the outer tube 7 (see FIG. 4C).

続いて、上記打込フレーム・1を再び下降駆動ぜしめて
内管6と外管7が一本の長いマンドレルとなった状態で
地盤に中に圧入し、第11図(I))に示すように所定
深度まで圧入する。
Next, the driving frame 1 is driven downward again, and the inner tube 6 and outer tube 7 are pressed into the ground as one long mandrel, as shown in Fig. 11(I)). Press fit to the specified depth.

マンドレルの圧入が完了すると、再度打込フレーム4を
」二昇駆動せしめて内管6と外管7を−48に地盤G中
がら引き上げる。この時、マンドレル先端部1・1の下
端面に当接していたアンカープレート15は地盤Gの土
砂の抵抗を受けてそのまま地盤G中に留まり、これに連
結されたドレーン拐りか上記マンドレル先端部1・′4
の先から引き出されながら地盤G中に残される。
When the press-fitting of the mandrel is completed, the driving frame 4 is driven upward again to raise the inner tube 6 and the outer tube 7 to -48° from the ground G. At this time, the anchor plate 15, which was in contact with the lower end surface of the mandrel tip 1.・'4
It is left in the ground G while being pulled out from the tip.

第11図(E)に示すように内管6を地盤G中から完全
に引き」二け、固定用ピン17か外せるところまで外管
7を引き上1プた状態で該固定用ピン1゛7を外す。続
いて」−記打込フレーム/1を上方位置に固定させた状
!7!で、ロッド11を第4図(E)に矢印で示すよう
に−に方に引くと、前述のように該ロッド11のド端部
を外管′7の下端部に連結しているため、外t2・7か
−1一方にケト上げられ、第4図(F)に示す状態まで
地盤、G中から引き抜かれて、トレーンキ利)を地盤G
中に旧設し、これを切断して豹ち込み作業を完了する。
As shown in Fig. 11(E), pull the inner pipe 6 completely out of the ground G, then pull the outer pipe 7 up to the point where the fixing pin 17 can be removed. Remove 7. Next, the writing frame/1 is fixed in the upper position! 7! Then, when the rod 11 is pulled in the negative direction as shown by the arrow in FIG. It is raised to one side and pulled out from the ground to the state shown in Figure 4 (F), and the train key is raised to the ground G.
The old one was installed inside, and it was cut to complete the work.

−1,記実施例ではマンドレルを内管と外管の2本の管
体がら構成しであるか′、本発明はこれに限定するもの
ではなく、三重管、四重管等の多重管に構成してもよく
、引き延ばし順序も−に記実施例のように外管側を下方
に延出させるだけでなく、内管側を下刃に延出させなが
ら圧入してもよい。また、1−記固定用ビン]7は手で
差し込むようにしているか、油1=E等により作動させ
てもよく、更によた1−記固定手段としては上記固定用
ピン17に限定するものではなく池の適宜ロック機構を
採用してもよい。尚、外管側と抜き用のロッド11はワ
イヤーであってもよい。
-1. In the embodiment described above, the mandrel is composed of two tubes, an inner tube and an outer tube. However, the present invention is not limited to this. The stretching order may be such that the outer tube side is not only extended downward as in the embodiment described in section 2, but also the inner tube side may be press-fitted while being extended to the lower blade. In addition, the fixing bottle] 7 may be inserted by hand or may be actuated by oil 1=E, etc. Furthermore, the fixing means described in 1- is limited to the above-mentioned fixing pin 17. Instead, an appropriate locking mechanism may be adopted. Note that the outer tube side and the extraction rod 11 may be made of wire.

更にまた、上記実施例では第4図(E)に示4−ように
、外管7をロッド11により引き上げているが、ピン1
7を外した後、打込7レーノ、4をF降させて内管6を
外管7内に収めてから一緒に引き−J二げてもよい。
Furthermore, in the above embodiment, as shown in FIG. 4(E), the outer tube 7 is pulled up by the rod 11, but the pin 1
After removing 7, you may lower the drive 7 and 4 to F, fit the inner tube 6 into the outer tube 7, and then pull it together.

本発明は、以上のようにドレーン相打ち込み用のマンド
レルを複数本の管体に分割して、それを相互に摺動可能
な多重管状態に構成することにより、地上部に於いては
それを短縮した多重管状態に設置こておぎ、これを摺動
伸張させながら地盤中に圧入し得るようにしたので、地
」二部に立設させたマンドレルの長さより遥かに深いと
ころまでドレーン材を極めて容易に打ち込むことが出来
るたけでなく、高さ制限のあるところでも長尺トレーン
拐の打ち込みが可能となり、リーダーや打込化の高さを
低く抑えることが出来ると共に、装置全体の安定性か向
上し安全に作業することができ、更に本打込装置を搭載
するベースマシンとして、油圧ショベルやフルドーザ等
の小型重機やあるいは小型の船舶を利用して海底地盤中
にドレーン材を打設することかできる効果がある。
As described above, the present invention divides the mandrel for driving the drain phase into a plurality of tubes and configures them into a multi-tube state that allows them to slide on each other, so that they can be used in the aboveground part. By installing shortened multi-pipe pipes and press-fitting them into the ground while sliding and stretching them, the drain material can be inserted far deeper than the length of the mandrel set up in two parts of the ground. Not only is it extremely easy to drive, but it is also possible to drive long trains even in places with height restrictions, the height of the leader and drive can be kept low, and the stability of the entire device is improved. In addition, this driving device can be used as a base machine to drive drain material into the seabed using small heavy machinery such as a hydraulic excavator or full dozer, or a small boat. It has a certain effect.

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

第1図は本発明に係るドレーン材旧込装置の一実施例を
示すもので、(A )はその正面図(B)は側面図であ
り、第2図はマンドレルの一部を切欠した拡大縦断面図
、t53図は第2図l1b−III線に沿った横断面図
、第4図(A)〜(ド)は本発明によるドレーン材打込
方法の一実施例の説明図である。 1 ・」」込(幾本木、2・・・打込化、3・・・リー
グ−14・打込フレーム、5L1・・・吊ワイヤー、5
1〕・圧入Jlワイヤー、6・・内管、6a・・ピン穴
、7・・外管、’7a・ピン穴、8・・・仕切板、9 
、10・・・通路部、]1・・ロッド、l]a・・ワイ
ヤー、]2・・ガイド、13・・トラム、]4・・・マ
ンドレル先妬1部、15・・・アンカープレート、1G
・・固定フレーム、17・・・同友用ピン、I)・・ト
レーン拐、G・・地盤。 ネ冒′1出願人 東急建設株式会社 59 第1図 (A) (B) 第2図 手続補正書(方式) 昭和58年11月M日 特許庁長官若杉和夫殿 1、事件の表示 昭和58年特許願fi5125784
号2、発明の名称 ドレーン材打込用マンドレル及びそ
れによる打込方法 3、補正をする者 事(71との関係 特N’+出願人
住 所 東京都渋谷区渋谷−丁目16番14号名称 東
急建設株式会社 4、代理人
Fig. 1 shows an embodiment of the drain material oldening device according to the present invention, (A) is a front view thereof, (B) is a side view, and Fig. 2 is an enlarged view with a part of the mandrel cut away. A vertical cross-sectional view, t53, is a cross-sectional view along the line 11b-III in FIG. 1 ・'' (Ikubongi, 2... Drive-in, 3... League-14, Drive-in frame, 5L1... Hanging wire, 5
1] Press-fit Jl wire, 6. Inner tube, 6a. Pin hole, 7. Outer tube, '7a. Pin hole, 8. Partition plate, 9
, 10... Passage part, ]1... Rod, l]a... Wire, ]2... Guide, 13... Tram, ]4... Mandrel tip 1 part, 15... Anchor plate, 1G
...Fixed frame, 17...Pin for friend, I)...Train removal, G...Ground. No. 1 Applicant: Tokyu Construction Co., Ltd. 59 Figure 1 (A) (B) Figure 2 Procedural Amendment (Method) November M, 1980 Mr. Kazuo Wakasugi, Commissioner of the Patent Office 1, Indication of Case 1988 Patent application fi5125784
No. 2, Title of the invention Mandrel for driving drain material and driving method using the same 3. Person making the amendment (Relationship with 71 Special N' + Applicant address 16-14 Shibuya-chome, Shibuya-ku, Tokyo Name Tokyu Construction Co., Ltd. 4, Agent

Claims (2)

【特許請求の範囲】[Claims] (1)複数の管体な相互に摺動可能な多重管状態に枯成
し、各管体を順次引延ばして一体的に固定せしめるよう
にしたことを特徴とするドレーン材打込用マンドレル。
(1) A mandrel for driving a drain material, characterized in that a plurality of tube bodies are formed into a multi-tube state that can slide on each other, and each tube body is sequentially stretched and fixed integrally.
(2)複数の管体から成るマンドレルを多重管状態で地
盤中に圧入し、その内管を外管内から引き」二げて両管
を引延し状態で一体的に固定した後再度圧入し、これら
引延し固定及び再圧入操作を必要に応して繰返しながら
ドレーン材を地盤中の所定深度主で圧入し、続いて、二
のドレーン材を地盤中に残したままマンドレルを所定長
さ引抜き、上記固定を解除して外管を内等の外側に外挿
状態に収めなから引抜いてドレーン材を打込むことを特
徴とするドレーン拐の打込方法。
(2) A mandrel consisting of multiple tubes is press-fitted into the ground in the form of multiple tubes, the inner tube is pulled out from the outer tube, both tubes are stretched and fixed together, and then press-fitted again. The drain material is pressed into the ground at a predetermined depth by repeating these stretching, fixing, and re-pressing operations as necessary, and then the mandrel is moved to a predetermined length while leaving the second drain material in the ground. A method for driving a drain hole, the method comprising: pulling it out, releasing the above-mentioned fixation, placing the outer tube in an externally inserted state, and then pulling it out and driving a drain material.
JP12578483A 1983-07-11 1983-07-11 Mandrel and method for driving drain material Pending JPS6019813A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12578483A JPS6019813A (en) 1983-07-11 1983-07-11 Mandrel and method for driving drain material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12578483A JPS6019813A (en) 1983-07-11 1983-07-11 Mandrel and method for driving drain material

Publications (1)

Publication Number Publication Date
JPS6019813A true JPS6019813A (en) 1985-02-01

Family

ID=14918766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12578483A Pending JPS6019813A (en) 1983-07-11 1983-07-11 Mandrel and method for driving drain material

Country Status (1)

Country Link
JP (1) JPS6019813A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240268A (en) * 2007-03-26 2008-10-09 Toa Harbor Works Co Ltd Drain material driving method and driving pipe for drain material

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438609A (en) * 1977-09-01 1979-03-23 Seiwa Kiko Kk Method of driving drain paper

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438609A (en) * 1977-09-01 1979-03-23 Seiwa Kiko Kk Method of driving drain paper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008240268A (en) * 2007-03-26 2008-10-09 Toa Harbor Works Co Ltd Drain material driving method and driving pipe for drain material

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