JPS58168714A - Sand pile former - Google Patents

Sand pile former

Info

Publication number
JPS58168714A
JPS58168714A JP5018782A JP5018782A JPS58168714A JP S58168714 A JPS58168714 A JP S58168714A JP 5018782 A JP5018782 A JP 5018782A JP 5018782 A JP5018782 A JP 5018782A JP S58168714 A JPS58168714 A JP S58168714A
Authority
JP
Japan
Prior art keywords
elevating
casing
sand
inner casing
air
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
JP5018782A
Other languages
Japanese (ja)
Inventor
Nakatomi Kurimoto
栗本 中富
Masafumi Kurimoto
栗本 雅史
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
Priority to JP5018782A priority Critical patent/JPS58168714A/en
Publication of JPS58168714A publication Critical patent/JPS58168714A/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
    • E02D3/106Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates

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 raise the efficiency of working by a method in which a rotary outer casing is pulled up while compacting or discharging sand in the rotary outer casing by vertically moving the elevating inner casing. CONSTITUTION:A rotary outer casing 5 and an elevating inner casing 8 are penetrated to a given depth into the ground, a drive motor 34 is stopped and sand is charged from a hopper 7 into the space between the rotary outer casing 5 and the elevating inner casing 8. Then, a crane and an air spring 4 are alternately operated to vertically move the elevating inner casing 8 and thereby the sand inside the rotary outer casing 5 is compacted. According to the amount of sand pushed out by the elevating inner casing 8, the drive motor 34 is driven, an excavating blade is turned forwardly, and the rotary outer casing 5 and the elevating inner casing 8 are gradually pulled out.

Description

【発明の詳細な説明】 本発明は、軟弱地盤を改良するために軟弱地盤中に砂杭
を造成する砂杭造成装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sand pile construction device for constructing sand piles in soft ground in order to improve the soft ground.

従来から軟弱地盤中に砂杭を造成する砂杭造成装置は檀
々あるが、その1つとして、外ケーシングと内ケーシン
グとからなる2重管構造であって、良質の砂杭を造成す
ることができる砂杭造成装置がある。
Conventionally, there are many sand pile construction devices that create sand piles in soft ground, but one of them is a double pipe structure consisting of an outer casing and an inner casing, and is capable of creating high-quality sand piles. There is a sand pile creation device that can do this.

そして、この砂杭造成装置は、中空状の外ケーシングと
、その外ケーシングの上方にエアバネを介して昇降可能
に配設し之起振機と、上端を前記起振機に固定し、その
上端よシ下方部分を前記外ケーシング中に垂下させた内
ケーシングとから々るものであって、前記エアバネ中に
圧力空気を充満させて前記起振機と外ケーシングとを一
体的に固定し、前記起振機の上下方向の撮動により外ケ
−シンク(内ケーシングも含む)を地盤中に買入させる
。それから、前記エアバネ中の圧力空気を徐々に抜いて
起振機と外ケーシングとの縁を切って外ケーシングに起
振機の振動が伝わらないように、すなわち振動が外ケー
シングを介して外ケーシングの周囲の地盤に伝わって地
盤が攪拌されないようにし、内ケーシングのみを起振機
の振動により上下動させて外ケーシング中の砂を締固め
、次にエアバネ中に圧力空気を再び充満させて外ケーシ
ングに起振機の振動を伝播させて外ケーシングを引き抜
き、以下上述の操作を繰返して地盤中に砂杭全造成する
。ところが、前述の砂杭造成装置は、起振機tl−使用
するので、緩衝用のショックアブソーバ−が必要である
。また、外ケーシングと内ケーシングとの縁ヲ切って振
動が外ケーシングの周囲の地盤に伝わらないようにする
ため、外ケーシングの引き抜きを一旦中止し、それから
内ケーシングのみを上下動させて外ケーシング中の砂を
締固める必要があり、このため作業能率が悪い欠点がめ
る。
This sand pile creation device includes a hollow outer casing, an exciter which is disposed above the outer casing so as to be movable up and down via an air spring, and an upper end fixed to the exciter. an inner casing whose lower part is suspended in the outer casing; the air spring is filled with pressurized air to integrally fix the exciter and the outer casing; The outer casing (including the inner casing) is moved into the ground by vertically photographing the exciter. Then, the pressurized air in the air spring is gradually released and the edge between the exciter and the outer casing is cut to prevent the vibration of the exciter from being transmitted to the outer casing. To prevent the ground from being agitated by the vibrations transmitted to the surrounding ground, only the inner casing is moved up and down by the vibration of the exciter to compact the sand in the outer casing, and then the air spring is filled with pressurized air again to remove the outer casing. The outer casing is pulled out by propagating the vibration of the exciter, and the above-mentioned operation is repeated to create the entire sand pile in the ground. However, since the above-mentioned sand pile building apparatus uses a vibrator TL, a shock absorber is required. In addition, in order to cut the edge between the outer casing and the inner casing to prevent vibrations from being transmitted to the ground around the outer casing, we temporarily stopped pulling out the outer casing, and then moved only the inner casing up and down to remove the outer casing. It is necessary to compact the sand, which has the disadvantage of poor work efficiency.

本発明は、上述の諸欠点を改善した砂杭造成装置を提供
せんとするものである。以下、本発明の砂杭造成装置の
一実施例を添付図面を参照して説明する。
The present invention aims to provide a sand pile construction device that improves the above-mentioned drawbacks. EMBODIMENT OF THE INVENTION Hereinafter, one embodiment of the sand pile construction apparatus of the present invention will be described with reference to the accompanying drawings.

この実施例における本発明の砂杭造成装置は、固定架8
1と、その固定架台1に昇降可能に装着した昇降架台2
と、その昇降架台2に連係した昇降架台引上手段として
のクレーン(図示せず)と、該昇降架台2と固定架台1
との間に介装した昇降架台押下手段としての長ストロー
クのエアバネ4と、回転駆動部6と、その回転駆動部ろ
に上端を回転可能に取付け、下端に掘削刃51ヲ設けた
中空状の回転外ケーシング5と、前記昇降架台2に上端
を固定すると共にその上端より下方の部分を前記回転外
ケーシング5中に挿通した昇降内ケーシング8と、前記
回転外ケーシング5に設けた砂投入供給口としてのホッ
パー7と、前記昇降内ケーシング8の下端に取付けたバ
イブレータ−6とt、   V備える。
In this embodiment, the sand pile construction device of the present invention has a fixed frame 8
1, and an elevating pedestal 2 attached to the fixed pedestal 1 so that it can be raised and lowered.
, a crane (not shown) as means for pulling up the elevating pedestal 2 linked to the elevating pedestal 2, and the elevating pedestal 2 and the fixed pedestal 1.
a long-stroke air spring 4 as a means for pushing down the elevating frame interposed between the rotary drive unit 6, a hollow-shaped air spring 4 whose upper end is rotatably attached to the rotary drive unit, and an excavation blade 51 provided at the lower end. an outer rotating casing 5; an inner lifting casing 8 whose upper end is fixed to the lifting frame 2 and whose portion below the upper end is inserted into the outer rotating casing 5; and a sand inlet supply port provided in the outer rotating casing 5. It is equipped with a hopper 7 and a vibrator 6 attached to the lower end of the elevating inner casing 8.

前記固定架台1は、適宜本数、例えば4本の固定支柱1
0の上下両端に上固定架台11と下固定架台12とをそ
れぞれ固設し、その上固定架台11上にシーブ群15を
回動可能に取付けると共に、該上固定架台11の下面の
中央にエアバネ4の振れ止め用のガイド支柱14の上端
を固定して該ガイド支柱14ヲ後述する下昇降架台22
.中間板42および下端板41の透孔24 、421 
、412に通して垂下させ、前記下固定架台12に昇降
内ケーシング8の径より若干大きい径の透孔(図示せず
)を設ける。巻上機(図示せず)より繰り出したワイヤ
ーロープを前記7一プ群13に掛は回わす。
The fixed frame 1 has an appropriate number of fixed columns 1, for example, four fixed columns 1.
An upper fixed frame 11 and a lower fixed frame 12 are respectively fixed to the upper and lower ends of the upper fixed frame 11, and a sheave group 15 is rotatably mounted on the upper fixed frame 11, and an air spring is installed in the center of the lower surface of the upper fixed frame 11. A lower elevating frame 22, which will be described later, fixes the upper end of the guide column 14 for steady rest of No. 4.
.. Through holes 24 and 421 in the intermediate plate 42 and the lower end plate 41
, 412, and a through hole (not shown) having a diameter slightly larger than the diameter of the inner elevating casing 8 is provided in the lower fixed frame 12. A wire rope let out from a hoist (not shown) is looped around the 7-pipe group 13.

前記昇降架台2は、前記上固定架台11に昇降支柱20
を適宜本数、例えば4本昇降可能に装着し、その昇降支
柱20の上下両端に上昇時架台21と下昇降架台22と
をそれぞれ固設し、その上昇時架台21にシーブ25を
回動可能に取付けると共に、前記下昇降架台22の中央
部に前記ガイド支柱14の径より若干大きい径の透孔2
4ヲ設ける。前記クレーンより繰り出したワイヤロープ
Wsf前記シープ26に掛は回わす。
The elevating frame 2 includes an elevating column 20 on the upper fixed frame 11.
An appropriate number of elevating columns, for example four, are installed so that they can be raised and lowered, and a rising mount 21 and a lowering mount 22 are respectively fixed to the upper and lower ends of the elevating support 20, and the sheave 25 is rotatably attached to the rising mount 21. At the same time, a through hole 2 having a diameter slightly larger than the diameter of the guide column 14 is formed in the center of the lowering platform 22.
4 will be established. The wire rope Wsf let out from the crane is hooked onto the sheep 26 and turned.

前記エアバネ4は第2図および第5図に示すように、所
謂7連式であって、2枚の円形状の端板41と、この端
板41の径より若干大きい径の円形状をなす適宜枚数、
例えば6枚の中間板42と、ゴムなどの弾性部材よりな
り6条の蛇腹形状をなす適宜所要数、例えば7個のベロ
ーズ45およびクッションリング450とを備える。前
記端板41の一面に前記ベローズ45の端部を密着係合
する係合爪410を環状に突設する。前記中間板42の
両面に前記ベローズ45の端部を密着係合する係合爪4
20ヲ端板41の係合爪410と同径の環状に突設する
と共に、その中間板42の係合爪420より内側の中心
部にエア流通用の透孔421ヲ設け、一方該中間板42
の外周端にガイド腕44を4組設け、このガイド腕44
に前記昇降支柱20の径より若干大きい径の透孔440
を設ける。前記2枚の端板41ヲ係合爪410ヲ内側に
して適宜間隙をおいて対向きせ、その2枚の端板41の
間に前記6枚の中間板42を配すると共に、その中間板
42と端板41の間および中間板42と中間板420間
に前記7個のベローズ43”i配し、そのぺローズ45
の両端部を端板41の係合爪410と中間板42の係合
爪420又は中間板42の係合爪420と中間板42の
係合爪420にそれぞれ密着嵌合し、そのベローズ45
の谷部にクッションリング450ヲ嵌合し、前記下端板
41の中心にエア流通用の透孔412ヲ設ける。
As shown in FIGS. 2 and 5, the air spring 4 is of a so-called seven-ring type, and has two circular end plates 41 and a circular shape with a diameter slightly larger than the diameter of the end plates 41. Appropriate number of sheets,
For example, it includes six intermediate plates 42, an appropriate number of bellows 45, for example seven bellows 45, and a cushion ring 450, which are made of an elastic member such as rubber and have a six-line bellows shape. An engaging pawl 410 that closely engages the end of the bellows 45 is provided on one surface of the end plate 41 in an annular manner. Engagement claws 4 that tightly engage the ends of the bellows 45 on both sides of the intermediate plate 42
20 is protruded in an annular shape having the same diameter as the engaging claw 410 of the end plate 41, and a through hole 421 for air circulation is provided in the center inside the engaging claw 420 of the intermediate plate 42; 42
Four sets of guide arms 44 are provided at the outer peripheral end of the guide arm 44.
A through hole 440 having a diameter slightly larger than the diameter of the lifting column 20
will be established. The two end plates 41 are placed with the engaging claws 410 inside, facing each other with an appropriate gap, and the six intermediate plates 42 are arranged between the two end plates 41. The seven bellows 43"i are arranged between the end plate 41 and the intermediate plate 42 and the intermediate plate 420, and the bellows 45
Both ends of the bellows 45 are tightly fitted into the engaging claws 410 of the end plate 41 and the engaging claws 420 of the intermediate plate 42, or the engaging claws 420 of the intermediate plate 42 and the engaging claws 420 of the intermediate plate 42, respectively.
A cushion ring 450 is fitted into the trough, and a through hole 412 for air circulation is provided at the center of the lower end plate 41.

かくしてなるエアバネ4を前記上固定架台11と下昇降
架台22との間に介装し、エアバネ4の上下両端板41
ヲ上固定架台11と下昇降架台22とにそれぞれ固定し
、エアバネ4のガイド腕44の透孔440を昇降支柱2
0にそれぞれ昇降可能に嵌合させ、エアバネ4の下端板
41のエア流通用の透孔412にエア流通管(図示せず
)よりの枝管(図示せず)を接続する。このエア流通管
に設けたエア送気口とエア排出口とにコンプレッサ(図
示せず)からのエア・ホース等(図示せず)全ソレノイ
ドノ(ルブ等(図示せず)を介して接続する。このソレ
ノイドバルブ等を切換えることにより、コンプレッサー
からのエアをエアバネ4に圧入したり抜いたりしてエア
バネ4を伸縮させ、昇降架台2を固定架台11に対して
昇降させる。特に、クレーンにより上昇させ念昇降架台
2をエアバネ4の伸長により押下させるものである。
The air spring 4 thus formed is interposed between the upper fixed pedestal 11 and the lower elevating pedestal 22, and the upper and lower end plates 41 of the air spring 4 are
It is fixed to the upper fixed pedestal 11 and the lower elevating pedestal 22 respectively, and the through hole 440 of the guide arm 44 of the air spring 4 is connected to the elevating column 2.
0, and a branch pipe (not shown) from an air circulation pipe (not shown) is connected to a through hole 412 for air circulation in the lower end plate 41 of the air spring 4. An air hose, etc. (not shown) from a compressor (not shown) is connected to the air inlet and air outlet provided in this air distribution pipe through all solenoids (lubes, etc. (not shown)). By switching this solenoid valve etc., air from the compressor is injected into or removed from the air spring 4, thereby expanding and contracting the air spring 4, thereby raising and lowering the elevating frame 2 relative to the fixed frame 11. In particular, when the elevating frame 2 is raised and lowered with respect to the fixed frame 11. The telescopic lifting frame 2 is pushed down by the expansion of the air spring 4.

前記回転駆動部5は、前記下固定架台12中に収容した
減速機(図示せず)と、その減速機上に搭載した2台の
駆動モータ(台数は特に限定しない)54とからなり、
その減速機と駆動モータ54とを連係し、該減速機に前
記回転管50の上端を回動可能に取付ける。
The rotation drive unit 5 includes a reducer (not shown) housed in the lower fixed frame 12, and two drive motors (the number is not particularly limited) 54 mounted on the reducer,
The speed reducer and a drive motor 54 are linked, and the upper end of the rotary tube 50 is rotatably attached to the speed reducer.

前記回転外ケーシング5は、ホッパー7を有する固定部
50と、その固定部50の下端に装備した回転力伝達短
管51と、その回転力伝達短管51の下端に装備した回
転体52とからなる。前記回転管50を固定部50中に
通し、回転力伝達短管51に連係する。この回転管50
と回転力伝達短管51とは回転駆動s5の回転力全回転
外ケーシング5の回転体52に伝えると共に、ホッパー
7に投入された砂を回転体52に供給されるように構成
されている。前記。、5.。T□。□1111□□□1
196、ヶよ  1から見て左方向(反時計方向)に螺
旋状に設け、その回転体52の下開口部の砂吐出口53
に開閉シュー54’i、回転外ケーシング5貫入時には
閉じていて土砂の回転外ケーシング5内の侵入を防ぎ、
回転外ケーシング5引抜時には開いていて砂杭の造成の
邪魔にならないようにヒンジ機構(図示せず)により開
閉可能に取付ける。
The non-rotating casing 5 includes a fixed part 50 having a hopper 7, a short rotating force transmitting pipe 51 provided at the lower end of the fixed part 50, and a rotating body 52 provided at the lower end of the short rotating force transmitting pipe 51. Become. The rotary tube 50 is passed through the fixed part 50 and connected to the rotational force transmitting short tube 51. This rotating tube 50
The rotational force transmission short pipe 51 is configured to fully transmit the rotational force of the rotational drive s5 to the rotating body 52 of the rotating outer casing 5, and to supply the sand put into the hopper 7 to the rotating body 52. Said. ,5. . T□. □1111□□□1
196, sand discharge port 53 provided spirally in the left direction (counterclockwise direction) when viewed from 1, and at the lower opening of the rotating body 52.
The opening/closing shoe 54'i closes when the outer rotating casing 5 penetrates to prevent dirt from entering the outer rotating casing 5.
The non-rotating casing 5 is open and open when pulled out and is attached so as to be openable and closable by a hinge mechanism (not shown) so as not to interfere with sand pile construction.

前記昇降内ケーシング8は、内径が前記ガイド支柱14
の外径より若干大きく、かつ外径が前記回転管50の内
径より若干小さい円筒形状をなす。その昇降内ケーシン
グ8の上端を下昇降架台22の下面に固定し、その昇降
内ケーシング8中にガイド支柱14の先端を挿入し、該
昇降内ケーシング8を回転管30および回転外ケーシン
グ5中に通し、この昇降内ケーシング8の先端にバイブ
レータ6を取付ける。
The inner diameter of the elevating inner casing 8 is the same as that of the guide column 14.
It has a cylindrical shape whose outer diameter is slightly larger than the outer diameter of the rotating tube 50 and slightly smaller than the inner diameter of the rotary tube 50. The upper end of the inner elevating casing 8 is fixed to the lower surface of the lower elevating frame 22, the tip of the guide column 14 is inserted into the inner elevating casing 8, and the inner elevating casing 8 is inserted into the rotating tube 30 and the outer rotating casing 5. The vibrator 6 is attached to the tip of the elevating inner casing 8.

前記バイブレータ−6は、第4図および第5図に示すよ
うに、前記昇降内ケーゾング8の下端に固設したヘッド
60と、そのヘッド60のフランジに上フランジをボル
ト61等により固定したシリンダ62と、そのシリンダ
62に摺動可能に収納したピストン65と、そのピスト
ン65の下端にボルト64により固定したハンマ65と
からなり、前記ヘッド60にエア供給口600および二
股状のエア送給路601を設け、前記シリンダ62に前
記ヘッド60のエア送給路601に連通するエア送給路
621ヲシリンダ62の軸方向に2本設けると共に、該
シリンダ62にエア排出口622ヲ前記エア送給路62
1より下方の4ケ所のところに2個づつ計8個設け、前
記ピストン65にエア挿通ロ660ヲ設け、該ピストン
65の外周側と前記シリンダ62の内周側との間に前記
シリンダ62のエア送給路621と連通する第1エア室
66を設けると共に、前記ピストン63内に前記エア挿
通口650と連通する第2エア室67ヲ設けたものであ
る。前記ヘッド60の供給口600に内ケーシング5に
通したエア送給バイブロ8の下端を連結し、そのエア送
給バイブロ8の上端にコンプレッサー(図示せず)から
のエアホース等(図示せず)全連結し、このエア送給バ
イブロ8ヲ介してエアを供給するとハンマ65が上下動
するように構成する。すな、わち、エア送給バイブロ8
ヲ介してエアを供給すると、エアは供給口600.送給
路601 、621 、挿通ロ660ヲ経て第2エア室
67中に圧入してピストン63を押下し、それに伴って
ハンマ65が下降する。ピストン65が下り、第1エア
室66とWJ2エア室67とが閉塞され、挿通口650
を介して第2エア室67と排出口622とが連通ずると
、第2エア室67中のエアは挿通ロ650.排出ロ62
2ヲ経て外へ排出されると共に、エア送給バイブロ8ヲ
介して連続して供給されるエアは供給口600.送給路
601 、621 を経て第1エア66中に圧入してピ
ストン65ヲ押上げ、それに伴ってハンマ65が上昇す
る。以下、上述の作用を繰返してハンマ65が前記エア
バネ4昇降内ケーシング8の上下動と独立して上下動す
るものである。
As shown in FIGS. 4 and 5, the vibrator 6 includes a head 60 fixed to the lower end of the elevating inner casing 8, and a cylinder 62 whose upper flange is fixed to the flange of the head 60 with bolts 61 or the like. It consists of a piston 65 slidably housed in the cylinder 62, and a hammer 65 fixed to the lower end of the piston 65 with a bolt 64. The cylinder 62 is provided with two air supply passages 621 in the axial direction of the cylinder 62 that communicate with the air supply passage 601 of the head 60, and the cylinder 62 is provided with two air discharge ports 622 that communicate with the air supply passage 601 of the head 60.
A total of eight air holes 660 are provided in the piston 65, two at four locations below the piston 65, and an air passage hole 660 is provided between the outer circumferential side of the piston 65 and the inner circumferential side of the cylinder 62. A first air chamber 66 communicating with the air supply path 621 is provided, and a second air chamber 67 communicating with the air insertion port 650 is provided within the piston 63. The lower end of the air feed vibro 8 passed through the inner casing 5 is connected to the supply port 600 of the head 60, and an air hose (not shown) etc. from a compressor (not shown) is connected to the upper end of the air feed vibro 8. When air is supplied through the air supply vibro 8, the hammer 65 moves up and down. Yes, I, Air Feed Vibro 8
When air is supplied through the supply port 600. It is press-fitted into the second air chamber 67 through the feed passages 601, 621 and the insertion hole 660 to push down the piston 63, and the hammer 65 descends accordingly. The piston 65 descends, the first air chamber 66 and the WJ2 air chamber 67 are closed, and the insertion port 650 is closed.
When the second air chamber 67 and the discharge port 622 communicate with each other through the insertion hole 650 . Ejection slot 62
The air is discharged to the outside through the air supply port 600.2 and is continuously supplied via the air supply vibro 8. It is press-fitted into the first air 66 through the supply paths 601 and 621 to push up the piston 65, and the hammer 65 rises accordingly. Thereafter, the above-described action is repeated to move the hammer 65 up and down independently of the up-and-down movement of the air spring 4 and the up-and-down inner casing 8.

この実施例における本発明の砂杭造成装置は、上記の如
き構成よりなり、次に砂杭の造成作業全第6図を参照し
て説明する。
The sand pile building apparatus of the present invention in this embodiment has the above-mentioned configuration, and the sand pile building operation will now be described with reference to FIG. 6.

(a)  まず、本発明の砂杭造成装置を図面では省略
したがワイヤーロープ、ハンガー、シーブ等を介してリ
ーダーに吊し、これを改良する軟弱地盤Gの所定の位置
に位置させる。次に、駆動モータ54を駆動させ回転外
ケーシング5を矢印方向(上から見て左方向)に回転さ
せ、この回転する回転外ケーシング5の掘削刃31の掘
削作用により、回転外ケーシング5および昇降内ケーシ
ング8等を地盤G中に所要深度まで貫入させる。このと
き、掘削刃51の回転により回転外ケーシング5および
昇降内ケーシング8′t−地盤G中に貫入させるもので
あるから、バイブロ(起振機)でケーシングを買入させ
るものより早く内外ケーシングを貫入させることができ
、かつ無騒音、無娠動に近い状態で貫入妊せることがで
き、しかもショックアブソーバ−などが不要である。ま
た、内外ケーシング貫入時には開閉シュー54が閉じて
いるので、土砂が回転外ケーシング5内に侵入する虞れ
はカい。
(a) First, the sand pile construction device of the present invention is suspended from a leader via a wire rope, a hanger, a sheave, etc. (not shown in the drawing), and is positioned at a predetermined position on the soft ground G to be improved. Next, the drive motor 54 is driven to rotate the non-rotating casing 5 in the direction of the arrow (to the left when viewed from above), and the excavating action of the cutting blade 31 of the rotating non-rotating casing 5 causes the non-rotating casing 5 to rise and fall. Penetrate the inner casing 8 etc. into the ground G to the required depth. At this time, since the rotating outer casing 5 and the elevating inner casing 8't--the ground G are penetrated by the rotation of the excavating blade 51, the inner and outer casings are removed more quickly than when the casings are purchased using a vibro (exciter). Penetration is possible, and it is possible to perform penetration without noise and with almost no movement, and there is no need for a shock absorber or the like. Furthermore, since the opening/closing shoe 54 is closed when the inner and outer casings penetrate, there is no risk of dirt entering the outer rotating outer casing 5.

(b)  上述の(a)の操作により回転外ケーシング
5および昇降内ケーシング8を所要深度まで貫入させた
後、駆動モータ54ヲ停止させてホッパー7より  。
(b) After penetrating the rotating outer casing 5 and the elevating inner casing 8 to the required depth by the operation in (a) above, the drive motor 54 is stopped and the hopper 7 is moved.

砂を回転外ケーシング5と昇降内ケーシング8との間に
投入する。
Sand is thrown between the rotating outer casing 5 and the elevating inner casing 8.

(Cλ(d)  それから、クレーンとエアバネ4とを
交互に作動させて昇降内ケーシング8を上下させて回転
外ケーシング5内の砂を突き固める。すなわち、エアバ
ネ4中のエアを抜いて昇降内ケーシング8をクレーンに
よυ引き上げ、次いでクレーンによる引き上げを止めて
ワイヤロープW2に繰り出し、エアバネ4中にエアを投
入して昇降内ケーシング8を上下させることにより、回
転外ケーシング5の周囲の地盤Gが攪拌されずに保護さ
れる一方、昇降架台2を介して昇降内ケーシング8が土
下し、該昇降内ケーシング8により回転外ケーシング5
中の砂が突き固められると共に、回転外ケーシング5の
先端の砂は吐出口53から押し出される。ざらに、エア
送給バイブロ8ヲ介してバイブレータ−6にエア全供給
すると、ハンマ65が前記昇降内ケーシング8の上下動
と独立して上下動し、昇降内ケーシング8により押し出
され突き固められた砂をさらに突き固める。
(Cλ(d)) Then, the crane and the air spring 4 are operated alternately to move the inner elevating casing 8 up and down to compact the sand inside the outer rotating casing 5. That is, the air in the air spring 4 is removed and the inner elevating casing 8 is tamped. 8 by a crane, then stop lifting by the crane, let it out on a wire rope W2, and inject air into the air spring 4 to raise and lower the inner lifting casing 8, so that the ground G around the outer rotating casing 5 is While being protected from being stirred, the elevating inner casing 8 is lowered to the ground via the elevating frame 2, and the elevating inner casing 8 protects the rotating outer casing 5.
While the sand inside is compacted, the sand at the tip of the outer rotating casing 5 is pushed out from the discharge port 53. Roughly speaking, when all the air is supplied to the vibrator 6 through the air feeding vibro 8, the hammer 65 moves up and down independently of the vertical movement of the elevating inner casing 8, and is pushed out and tamped by the elevating inner casing 8. Compact the sand further.

そして、昇降内ケーシング8の砂の押し出し量に応じ、
駆動モータ54ヲ駆動させて掘削刃51ヲ逆回転させて
回転外ケーシング5および昇降内ケーシング8を徐々に
引き抜く。
Then, depending on the amount of sand extruded from the lifting inner casing 8,
The drive motor 54 is driven to reversely rotate the excavation blade 51 to gradually pull out the rotating outer casing 5 and the elevating inner casing 8.

このとき、昇降内ケーゾング8の上下動のストローク長
が大きいと、昇降内ケーシング8の砂の押し出し量が多
くなり、従って砂の出が良く砂杭を効率良くかつ早く造
成することができる。
At this time, if the stroke length of the vertical movement of the inner elevating casing 8 is large, the amount of sand extruded from the elevating inner casing 8 will be large, and therefore the sand will come out well and the sand pile can be built efficiently and quickly.

さらに、本発明においては、昇降内ケーシング8が下降
するときエアバネ4が作動して昇降内ケーシング8を強
制的に押下げるので、昇降内ケーシング8の押下刃が単
なる自重によるものと比較して極めて大である。すなわ
ち、大きな力で昇降内ケーシング8を押下げる。従って
、砂の突き固めや押出しが良い。
Furthermore, in the present invention, when the elevating inner casing 8 is lowered, the air spring 4 operates to forcibly push down the elevating inner casing 8, so that the pressing blade of the elevating inner casing 8 is extremely strong compared to when it is simply due to its own weight. It's large. That is, the elevating inner casing 8 is pushed down with a large force. Therefore, tamping and extrusion of sand is good.

このように、本発明によれば、回転外ケーシング5の引
き抜き全土める必要がないので作業能率を顕著に向上さ
せることができる。
As described above, according to the present invention, there is no need to pull out the non-rotating casing 5 and completely remove it, so that work efficiency can be significantly improved.

なお、上述の実施例では省略したが昇降内ケーシング8
にジェットノズルを設ければ、このジェットノズルから
エアーを噴射することにより、砂が回転外ケーシング5
の先端から押し出され、前記昇降内ケーシング8の押し
出し、突き固めおよびバイブレータ−6の突き固めと相
俟ってさらに強固な砂杭を早く造成することができる。
Although omitted in the above embodiment, the elevating inner casing 8
If a jet nozzle is provided in the rotary outer casing 5, sand will be removed from the rotating outer casing 5 by injecting air from this jet nozzle.
In combination with the extrusion and tamping of the elevating inner casing 8 and the tamping of the vibrator 6, a stronger sand pile can be quickly constructed.

また、砂杭造成時には開閉シュー54が開いているので
砂杭の造成には何畳支障を来たす虞れはない。
In addition, since the opening/closing shoe 54 is open when the sand pile is being built, there is no risk of interfering with the sand pile build-up.

さらに、エアバネ4の中間板42および下端板41の透
孔421および412にガイド支柱14ヲ通したので、
エアバネ4の伸縮の際に横振れるのを防ぐことができる
Furthermore, since the guide column 14 was passed through the through holes 421 and 412 of the intermediate plate 42 and the lower end plate 41 of the air spring 4,
It is possible to prevent the air spring 4 from swinging laterally when expanding and contracting.

さらにまた、昇降架台引上手段としてエアバネ。Furthermore, an air spring is used as a means for lifting the elevating frame.

エアジヤツキ、油圧ジヤツキ、油圧シリンダなどの代わ
りにクレーンを使用したので、固定架台1と昇降架台2
との間に昇降架台引上手段を装備する必要がない。その
分昇降架台押下手段としてのエアバネ4のストローク長
、すなわち昇降内ケーシング8の上下ストローク長が長
くなり、しかも構造が簡単になる。
Since a crane was used instead of an air jack, hydraulic jack, hydraulic cylinder, etc., fixed mount 1 and elevating mount 2 were used.
There is no need to provide means for lifting the lifting platform between the two. Correspondingly, the stroke length of the air spring 4 as a means for pressing down the elevating frame, that is, the vertical stroke length of the elevating inner casing 8 becomes longer, and the structure becomes simpler.

(e)  上述の((り、 (d)の操作を繰返して軟
弱地盤G中に強固な砂杭を造成する。
(e) Repeat the operations in (d) above to create strong sand piles in the soft ground G.

以上の実施例からも明らかなように、本発明の砂杭造成
装置は、引上手段および押下手段により昇降架台を介し
て昇降内ケーシングを上下させて回転外ケーシング中の
砂を突き固めたり排出はせたりしながら回転外ケーシン
グを引き上げるようにしたものであるから、砂出しが良
くしかも回転外ケーシングの引き上げを止める必要がな
く、従って作業能率が良い。また、起娠機を使用しない
ので、ショックアブソーバ−などが不要であす、かつ騒
音振動の問題が少ない。ざらに、昇降内ケーシングが下
るとき押下手段が作動して昇降内ケーシングを強制的に
下げるので、さらに砂出が早く良くなり、従って作業能
率が向上される。
As is clear from the above embodiments, the sand pile construction device of the present invention is capable of compacting and discharging the sand in the rotating outer casing by raising and lowering the inner casing via the lifting frame using the pulling means and the pushing means. Since the non-rotating casing is pulled up while being lifted, sand removal is good and there is no need to stop pulling up the non-rotating casing, which improves work efficiency. In addition, since a starter is not used, there is no need for a shock absorber, and there are fewer problems with noise and vibration. In general, when the lifting inner casing is lowered, the push-down means is activated to forcibly lower the lifting inner casing, so that the sand comes out faster and better, and therefore the work efficiency is improved.

なお、当然のことながら本発明の砂杭造成装置は、上述
の実施例にのみ限定されるものではない。
Note that, as a matter of course, the sand pile construction apparatus of the present invention is not limited to the above-mentioned embodiments.

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

第1図乃至第6図は本発明に係る砂杭造成装置の第1の
実施例全示し、第1図は一部破断圧面図、   1第2
図および第6図はエアバネの断面図および平面図、第4
図はエアハンマの縦断面図、第5図(a)。 (b)はエアハンマの作動状態の説明図、第6図(a)
。 (b) 、 (c) 、 (d) 、 (e)は施工説
明図である。 1・・・固定架台、2・・・昇降架台、3・・・回転駆
動部、51・・・掘削刃、4・・・エアバネ、5・・・
回転外ケーシング、6・・・バイブレータ−17・・・
ホッパー、8・・・昇降内ケーシング。 特許出願人 栗 本 中 富 栗  本 雅 史 代理人 弁理士  秋 本 正 実 第3図 In 10    10 64 第5図
1 to 6 show the entire first embodiment of the sand pile construction device according to the present invention, and FIG. 1 is a partial fracture pressure surface view. 1. 2.
Figure 6 is a cross-sectional view and a plan view of the air spring,
The figure is a vertical cross-sectional view of the air hammer, FIG. 5(a). (b) is an explanatory diagram of the operating state of the air hammer, and Fig. 6 (a)
. (b), (c), (d), and (e) are construction explanatory drawings. DESCRIPTION OF SYMBOLS 1... Fixed frame, 2... Lifting frame, 3... Rotation drive unit, 51... Excavation blade, 4... Air spring, 5...
Outside rotating casing, 6...vibrator-17...
Hopper, 8... Casing inside the lift. Patent applicant Naka Kurimoto Masashi Tomikurimoto Agent Patent attorney Tadashi Akimoto Figure 3 In 10 10 64 Figure 5

Claims (1)

【特許請求の範囲】 1、 固定架台と、その固定架台に昇降可能に装着した
昇降架台と、その昇降架台に連係した昇降架台引上手段
と、該昇降架台と固定架台との間に介装した昇降架台押
下手段と、回転駆動部と、その回転駆動部に上端を回転
可能に取付け、下端に掘削刃を設けた中空状の回転外ケ
ーシングと、前記昇降架台に上端を固定すると共にその
上端より下方の部分を前記回転外クー7ング中に挿通し
た昇降内ケーシングと、前記回転外ケーシングに設けた
砂投入供給口とを備えたことを特徴とする砂杭造成装置
。 2、 昇降架台引上手段は、クレーンであることを特徴
とする特許請求の範囲第1墳記載の砂杭造成装置。 五 昇降架台押下手段は、長ストロークのエアバネであ
ることを特徴とする特許請求の範囲第1、・1)項記載
の砂杭造成装置。 4、 昇降内ケーシングは、下端にバイブレータ−を有
することを特徴とする特許請求の範囲第11、第2墳ま
たは第3項記載の砂杭造成装置。
[Scope of Claims] 1. A fixed pedestal, an elevating pedestal mounted on the fixed pedestal so as to be able to rise and fall, an elevating pedestal pulling means linked to the elevating pedestal, and an intervening device between the elevating pedestal and the fixed pedestal. a hollow rotating outer casing whose upper end is rotatably attached to the rotary drive part and a digging blade is provided at the lower end; A sand pile building device comprising: an elevating inner casing whose lower portion is inserted into the outer rotating casing; and a sand input supply port provided in the outer rotating casing. 2. The sand pile construction device according to claim 1, wherein the elevating and lowering platform pulling means is a crane. (v) The sand pile construction apparatus according to claim 1, 1), wherein the elevating and lowering frame pressing means is a long stroke air spring. 4. The sand pile construction device according to claim 11, the second tomb or the third claim, wherein the elevating inner casing has a vibrator at the lower end.
JP5018782A 1982-03-30 1982-03-30 Sand pile former Pending JPS58168714A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5018782A JPS58168714A (en) 1982-03-30 1982-03-30 Sand pile former

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5018782A JPS58168714A (en) 1982-03-30 1982-03-30 Sand pile former

Publications (1)

Publication Number Publication Date
JPS58168714A true JPS58168714A (en) 1983-10-05

Family

ID=12852168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5018782A Pending JPS58168714A (en) 1982-03-30 1982-03-30 Sand pile former

Country Status (1)

Country Link
JP (1) JPS58168714A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS547710A (en) * 1977-06-20 1979-01-20 Fudo Construction Co Method of construction of forming sand pile and its device
JPS5646019A (en) * 1979-09-21 1981-04-27 Nakatomi Kurimoto Constructing device for sand pile

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS547710A (en) * 1977-06-20 1979-01-20 Fudo Construction Co Method of construction of forming sand pile and its device
JPS5646019A (en) * 1979-09-21 1981-04-27 Nakatomi Kurimoto Constructing device for sand pile

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