Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0251005B2 - - Google Patents
[go: Go Back, main page]

JPH0251005B2 - - Google Patents

Info

Publication number
JPH0251005B2
JPH0251005B2 JP19177781A JP19177781A JPH0251005B2 JP H0251005 B2 JPH0251005 B2 JP H0251005B2 JP 19177781 A JP19177781 A JP 19177781A JP 19177781 A JP19177781 A JP 19177781A JP H0251005 B2 JPH0251005 B2 JP H0251005B2
Authority
JP
Japan
Prior art keywords
casing
outer casing
elevating
pedestal
sand
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
Application number
JP19177781A
Other languages
Japanese (ja)
Other versions
JPS5894515A (en
Inventor
Nakatomi Kurimoto
Masafumi Kurimoto
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 JP19177781A priority Critical patent/JPS5894515A/en
Publication of JPS5894515A publication Critical patent/JPS5894515A/en
Publication of JPH0251005B2 publication Critical patent/JPH0251005B2/ja
Granted 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)

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
装置は種々あるが、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重管構造であつ
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。
There have been various types of sand pile construction equipment for creating sand piles in soft ground, but one of them has 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 be used.

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た起振機と、上端を前記
起振機に固定し、その上端より下方部分を前記外
ケーシング中に垂下させた内ケーシングとからな
るものであつて、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振動により外ケ
ーシング(内ケーシングも含む)を地盤中に貫入
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つ
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つて地盤が撹拌されな
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
に砂杭を造成する。ところが、前述の砂杭造成装
置は、起振機を使用するので、緩衝用のシヨツク
アブソーバーが必要である。また、外ケーシング
と内ケーシングとの縁を切つ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
い欠点がある。
This sand pile construction device includes a hollow outer casing, an exciter disposed above the outer casing so that it can be raised and lowered 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) penetrates into the ground due to the vertical vibration of the casing. 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. The sand in the outer casing is compacted by moving only the inner casing up and down by the vibration of the exciter, to prevent the ground from being agitated by the vibrations transmitted to the surrounding ground.
Next, the air spring is again filled with pressurized air to propagate the vibrations of the exciter to the outer casing, and the outer casing is pulled out, and the above-mentioned operations are repeated to create a sand pile in the ground. However, since the above-mentioned sand pile construction apparatus uses a vibration exciter, a shock absorber is required. In addition, in order to prevent vibrations from being transmitted to the ground around the outer casing by cutting the edge between the outer casing and the inner 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、本発明に
係る砂杭造成装置の実施例の内の2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, two examples of the embodiments of the sand pile construction apparatus according to the present invention will be described with reference to the accompanying drawings.

第1図乃至第8図は本発明の砂杭造成装置の第
1の実施例を示す。
1 to 8 show a first embodiment of the sand pile building apparatus of the present invention.

この実施例における本発明の砂杭造成装置は、
上架台100および下架台1と、その上下両架台
100および1の間に上下両端を固定したガイド
支柱10,11と、そのガイド支柱10,11に
昇降可能に装着した昇降台12と、前記上架台1
00および下架台1と昇降台12との間に介装
し、伸縮して前記昇降台12を長ストローク昇降
させる伸縮昇降作動手段としての長ストロークの
上用エアバネ4および下用エアバネ400と、前
記下架台1の下面より下方に延設した4本のH鋼
の固定支柱13と、その固定支柱13の下端より
さらに下方に延設した中空状の外ケーシング2
と、前記固定支柱13の中間部に装備した回転駆
動部3、その回転駆動部3に上端を回転可能に取
付けると共にその上端より下方の部分を前記外ケ
ーシング2中に挿通し、かつ下端が前記外ケーシ
ング2の下端より下方に位置する中空状の回転管
30と、前記昇降台12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管30中に挿
通し、かつ下端が前記回転管30下端より下方に
位置する昇降ケーシング5と、前記回転管30の
下端に取付けた掘削刃31と、前記昇降ケーシン
グ5の下端に取付けたバイブレーター6と、前記
外ケーシング2に設け、砂を外ケーシング2と回
転管30との間に投入供給する砂投入供給口用の
ホツパー7とを備える。
The sand pile construction device of the present invention in this embodiment is as follows:
An upper frame 100 and a lower frame 1, guide columns 10 and 11 whose upper and lower ends are fixed between the upper and lower frames 100 and 1, a lifting platform 12 mounted on the guide columns 10 and 11 so as to be able to rise and fall, and the upper frame. 1 unit
00 and a long-stroke upper air spring 4 and a lower air spring 400, which are interposed between the lower pedestal 1 and the lifting table 12, and serve as telescoping and lifting actuating means to expand and contract to raise and lower the lifting table 12 over a long stroke; Four H-steel fixed columns 13 extending downward from the lower surface of the lower frame 1, and a hollow outer casing 2 extending further downward from the lower end of the fixed columns 13.
and a rotary drive section 3 installed in the middle part of the fixed column 13, an upper end of which is rotatably attached to the rotary drive section 3, and a portion below the upper end thereof is inserted into the outer casing 2, and the lower end is attached to the outer casing 2. A hollow rotary tube 30 located below the lower end of the outer casing 2, an upper end fixed to the lifting platform 12, a portion below the upper end inserted into the rotary tube 30, and a lower end of the rotary tube 30. A lifting casing 5 located below the lower end of the rotary tube 30, a digging blade 31 attached to the lower end of the rotary tube 30, a vibrator 6 attached to the lower end of the lifting casing 5, and a vibrator 6 installed in the outer casing 2 to remove sand from the outer casing. 2 and a rotary tube 30, a hopper 7 is provided for a sand input/supply port for inputting and supplying sand.

前記外ケーシング2は、その下端に回転用短管
32の上端を軸承部材20を介して回転可能に取
付け、その回転用短管32を前記回転管30の下
端に一体に取付けると共に、前記回転用短管32
の外周側面に前記掘削刃31を上から見て左方向
(反時計方向)に螺旋状に設ける。かくして、外
ケーシング2の下開口部、すなわち回転用短管3
2の下開口部の砂吐出口22に開閉シユー23
を、外ケーシング2貫入時には閉じていて土砂の
外ケーシング2内の侵入を防ぎ、外ケーシング2
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24により開閉可能に取付け
る。
The outer casing 2 has an upper end of a short rotating tube 32 rotatably attached to its lower end via a bearing member 20, and the short rotating tube 32 is integrally attached to the lower end of the rotating tube 30, and Short tube 32
The excavating blade 31 is spirally provided on the outer peripheral side surface of the excavator blade 31 in a leftward direction (counterclockwise direction) when viewed from above. Thus, the lower opening of the outer casing 2, that is, the short rotating pipe 3
The opening/closing shoe 23 is located at the sand outlet 22 at the bottom opening of 2.
When the outer casing 2 penetrates, it is closed to prevent earth and sand from entering the outer casing 2, and the outer casing 2
It is installed so that it can be opened and closed by a hinge mechanism 24 so that it is open when pulled out and does not interfere with the construction of the sand pile.

前記回転駆動部3は、前記固定支柱13に固定
した減速機33と、その減速機33上に塔載した
2台の駆動モータ(台数は特に限定しない)34
とからなり、その減速機33と駆動モータ34と
を連係し、該減速機33に前記回転管30の上端
を回動可能に取付ける。前記減速機33に前記昇
降ケーシング5が前記回転管30中に挿通し得る
ように透孔(図示せず)を設ける。
The rotary drive unit 3 includes a reducer 33 fixed to the fixed column 13 and two drive motors (the number is not particularly limited) 34 mounted on the reducer 33.
A reduction gear 33 and a drive motor 34 are connected to each other, and the upper end of the rotary tube 30 is rotatably attached to the reduction gear 33. A through hole (not shown) is provided in the reduction gear 33 so that the elevating casing 5 can be inserted into the rotating tube 30.

前記回転管30は、その外径が外ケーシング2
の内径より小さく、その外ケーシング2中におい
て回転し得るものである。
The rotary tube 30 has an outer diameter equal to that of the outer casing 2.
The inner diameter of the outer casing 2 is smaller than the inner diameter of the outer casing 2, and can rotate within the outer casing 2.

前記昇降ケーシング5は、外径が前記回転管3
0の内径より小さい円柱形状をなし、その回転管
30の中において昇降できるように構成されてお
り、その上端を前記昇降台12の下面に取付け、
その上端より下方の部分を前記回転管30中に挿
通し、かつその下端を外ケーシング2の開聞シユ
ー23よりさらに下方に突出させ該下端に前記バ
イブレーター6を取付ける。
The lifting casing 5 has an outer diameter equal to that of the rotating tube 3.
It has a cylindrical shape smaller than the inner diameter of 0, and is configured to be able to rise and fall within the rotary tube 30, and its upper end is attached to the lower surface of the elevating table 12,
A portion below the upper end thereof is inserted into the rotary tube 30, and a lower end thereof is projected further downward than the opening shoe 23 of the outer casing 2, and the vibrator 6 is attached to the lower end.

前記ガイド支柱10,11は4本の大径ガイド
バイブ10と、4本の小径ガイドバイブ11とか
らなり、それぞれ2本ずつ計4本を1組として上
下両端を前記上架台100および下架台1に固定
したものであつて、上用下用エアバネ4および4
00の上下伸縮ストロークが十分長く取れるよう
にする。
The guide columns 10 and 11 consist of four large-diameter guide vibes 10 and four small-diameter guide vibes 11, two of each guide vibe, a total of four guide vibes, and the upper and lower ends are connected to the upper frame 100 and the lower frame 1. The upper and lower air springs 4 and 4 are fixed to the upper and lower air springs 4 and 4.
Make sure that the vertical expansion and contraction stroke of 00 is long enough.

前記昇降台12は図面では省略したが、前記ガ
イド支柱10,11が挿通し得る透孔を設ける。
Although the elevating table 12 is omitted in the drawing, a through hole through which the guide columns 10 and 11 can be inserted is provided.

前記上用エアバネ4は第2図乃至第5図に示す
ように、所謂5連式であつて、2枚の円形状の端
板41と、この端板41の径より若干小さい径の
円形状をなす適宜枚数、例えば4枚の中間板42
と、ゴムなどの弾性部材よりなる4条の蛇腹形状
をなす適宜所要数、例えば5個のベローズ43お
よびクツシヨンリング430とを備える。
As shown in FIGS. 2 to 5, the upper air spring 4 is of a so-called quintuple type, and includes two circular end plates 41 and a circular end plate with a diameter slightly smaller than that of the end plates 41. An appropriate number of intermediate plates 42, for example, 4 intermediate plates to form a
and an appropriate number, for example, five bellows 43 and a cushion ring 430, which are made of an elastic member such as rubber and have a four-striped bellows shape.

前記端板41の一面に前記ベローズ43の端部
を密着係合する係合爪410を環状に突設すると
共に、その端板41の係合爪410より外側の箇
所に取付孔411を適宜に設ける。前記中間板4
2の両面に前記ベローズ43の端部を密着係合す
る係合爪420を端板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4
21を設け、一方該中間板42の外周端にガイド
腕44を4組設ける。このガイド腕44は中間板
42の外周端に固定した略長方形状の固定板44
0と、略三角形状のスライド板44と、そのスラ
イド板441に固定した半環状形状のガイド部材
442と、固定ボルト443およびナツト444
とからなり、前記固定板440に前記固定ボルト
443を挿通するための透孔445を2個設ける
一方、前記スライド板441に前記固定ボルト4
43が挿通し得る長孔446を前記固定板440
の透孔445に対応し、かつ長孔446の長手方
向と中間板42の径方向とが一致するように2個
設け、かくしてなる固定板440の透孔445と
スライド板441の長孔446とにおいて固定ボ
ルト443とナツト444とを締付し、スライド
板441を固定板440に中間板42の径方向に
若干スライド可能に取付ける。
An engaging claw 410 that closely engages the end of the bellows 43 is protruded in an annular shape on one surface of the end plate 41, and a mounting hole 411 is appropriately provided at a location outside the engaging claw 410 of the end plate 41. establish. The intermediate plate 4
An engaging claw 420 that closely engages the end of the bellows 43 is provided on both sides of the end plate 41 in an annular shape having the same diameter as the engaging claw 410 of the end plate 41. Through hole 4 for air circulation in the center of
21, and four sets of guide arms 44 are provided at the outer peripheral end of the intermediate plate 42. This guide arm 44 is a substantially rectangular fixed plate 44 fixed to the outer peripheral end of the intermediate plate 42.
0, a substantially triangular slide plate 44, a semi-annular guide member 442 fixed to the slide plate 441, a fixing bolt 443 and a nut 444.
The fixing plate 440 is provided with two through holes 445 through which the fixing bolts 443 are inserted, and the slide plate 441 is provided with two through holes 445 through which the fixing bolts 443 are inserted.
The fixing plate 440 has a long hole 446 through which the
Two holes are provided so that the longitudinal direction of the elongated hole 446 corresponds to the radial direction of the intermediate plate 42, and the elongated hole 446 of the fixed plate 440 and the elongated hole 446 of the slide plate 441 are thus formed. At this point, the fixing bolts 443 and nuts 444 are tightened, and the slide plate 441 is attached to the fixing plate 440 so as to be able to slide slightly in the radial direction of the intermediate plate 42.

そして、前記2枚の端板41を係合爪410を
内側にして適宜間隙をおいて対向させ、その2枚
の端板41の間に前記4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42の間に前記5個のベローズ
43を配し、そのベローズ43の両端部を端板4
1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4
3の谷部にクツシヨンリング430を嵌合し、前
記下端板41の中心にエア流通用の透孔412を
設ける。なお、前記下用エアバネ400は図示説
明を省略したが、上述の上用エアバネ4と同様の
5連式のものである。
Then, the two end plates 41 are placed facing each other with an appropriate gap between them with the engaging claws 410 inside, and the four intermediate plates 42 are arranged between the two end plates 41, and The five bellows 43 are arranged between the plate 42 and the end plate 41 and between the intermediate plate 42 and the intermediate plate 42, and both ends of the bellows 43 are connected to the end plate 4.
The bellows 4 is tightly fitted into the engaging claw 410 of the intermediate plate 420 and the engaging claw 420 of the intermediate plate 42, or the engaging claw 420 of the intermediate plate 42 and the engaging claw 420 of the intermediate plate 42, respectively.
A cushion ring 430 is fitted into the trough 3, and a through hole 412 for air circulation is provided at the center of the lower end plate 41. Although the lower air spring 400 is not illustrated and described, it is a five-unit type similar to the upper air spring 4 described above.

かくしてなる上用エアバネ4を前記昇降台12
と下架台1との間に2個介装し、上用エアバネ4
の上下両端板41を昇降台12と下架台1とにそ
れぞれ固定し、上用エアバネ4のガイド部材44
2をガイド支柱10および11にそれぞれ係合さ
せ、上用エアバネ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。また、前記下用エアバ
ネ400を前記昇降台12と上架台100との間
に介装し、この下用エアバネ400にエア流通管
よりの枝管を接続する。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ツサ(図示
せず)からのエア・ホース等(図示せず)をソレ
ノイドバルブ等(図示せず)を介して接続する。
このソレノイドバルブ等の切換によりコンプレツ
サーからのエアを上用エアバネ4と下用エアバネ
400とに交互に圧入したり抜いたりして上用エ
アバネ4と下用エアバネ400とが交互に伸縮
し、それにより前記昇降台12が上架台100と
下架台1との間において、上昇、落下するように
構成する。
The upper air spring 4 thus formed is attached to the lifting platform 12.
Two upper air springs 4 are interposed between the upper air spring 4 and the lower mount 1.
The upper and lower end plates 41 of the upper and lower end plates 41 are respectively fixed to the lifting table 12 and the lower frame 1,
2 are engaged with the guide struts 10 and 11, respectively, and a branch pipe (not shown) from the air circulation pipe (not shown) is connected to the through hole 412 for air circulation in the lower end plate 41 of the upper air spring 4. . Further, the lower air spring 400 is interposed between the lifting table 12 and the upper frame 100, and a branch pipe from the air distribution pipe is connected to the lower air spring 400. An air hose or the like (not shown) from a compressor (not shown) is connected to an air inlet and an air outlet provided in this air distribution pipe via a solenoid valve or the like (not shown).
By switching the solenoid valve or the like, air from the compressor is alternately pressed into and out of the upper air spring 4 and the lower air spring 400, so that the upper air spring 4 and the lower air spring 400 alternately expand and contract. The lifting platform 12 is configured to rise and fall between the upper mount 100 and the lower mount 1.

なお、上述の上用エアバネ4および下用エアバ
ネ400において、中間板42の透孔421と、
昇降台12およびその昇降台12側に位置する端
板41に設けた透孔(図示せず)とに、ガイドパ
イプ等を通せば、上用エアバネ4および下用エア
バネ400の横振れをさらに防ぐことができる。
In addition, in the above-mentioned upper air spring 4 and lower air spring 400, the through hole 421 of the intermediate plate 42,
By passing a guide pipe or the like through a through hole (not shown) provided in the lifting platform 12 and the end plate 41 located on the lifting platform 12 side, horizontal vibration of the upper air spring 4 and the lower air spring 400 can be further prevented. be able to.

前記バイブレーター6は、第6図および第7図
に示すように、前記内ケーシング5の下端に固設
したヘツド60と、そのヘツド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63と、そのピストン63の下端にボ
ルト64により固定したハンマ65とからなり、
前記ヘツド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
前記ヘツド60のエア送給路601に連通するエ
ア送給路621をシリンダ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
を前記エア送給路621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63にエ
ア挿通口630を設け、該ピストン63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630と連通する第2エア室67を設
けたものである。前記ヘツド60の供給口600
に内ケーシング5に通したエア送給パイプ68の
下端を連結し、そのエア送給パイプ68の上端に
コンプレツサー(図示せず)からのエアホース等
(図示せず)を連結し、このエア送給パイプ68
を介してエアを供給するとハンマが上下動するよ
うに構成する。すなわち、エア送給パイプ68を
介してエアを供給すると、エアは供給口600、
送給路601,621、挿通口630を経て第2
エア室67中に圧入してピストン63を押下し、
それに伴つてハンマ65が下降する。ピストン6
3が下り、第1エア室66と第2エア室67とが
閉塞され、挿通口630を介して第2エア室67
と排出口622とが連通すると、第2エア室67
中のエアは挿通630、排出口622を経て外へ
排出されると共に、エア送給パイプ68を介して
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63を押上げ、それに伴つてハンマ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および400による昇降ケ
ーシング5の上下動と独立して上下動するもので
ある。
As shown in FIGS. 6 and 7, the vibrator 6 includes a head 60 fixed to the lower end of the inner casing 5, and a cylinder 62 having an upper flange fixed to the flange of the head 60 with bolts 61 or the like. It consists of a piston 63 slidably housed in the cylinder 62, and a hammer 65 fixed to the lower end of the piston 63 with a bolt 64,
The head 60 is provided with an air supply port 600 and a bifurcated air feed path 601, and the cylinder 62 is provided with two air feed paths 621 in the axial direction of the cylinder 62, which communicate with the air feed path 601 of the head 60. In addition, an air exhaust port 622 is provided in the cylinder 62.
A total of eight air holes are provided at four locations below the air feed passage 621, and an air insertion hole 630 is provided in the piston 63, so that the outer circumferential side of the piston 63 and the inner circumferential side of the cylinder 62 are connected to each other. A first air chamber 66 that communicates with the air supply path 621 of the cylinder 62 is provided in between, and a second air chamber 67 that communicates with the air insertion port 630 is provided within the piston 63. Supply port 600 of the head 60
The lower end of the air supply pipe 68 passed through the inner casing 5 is connected to the upper end of the air supply pipe 68, and an air hose or the like (not shown) from a compressor (not shown) is connected to the upper end of the air supply pipe 68. pipe 68
The hammer is configured so that it moves up and down when air is supplied through it. That is, when air is supplied through the air supply pipe 68, the air is supplied to the supply port 600,
The second
press fit into the air chamber 67 and push down the piston 63;
Along with this, the hammer 65 descends. piston 6
3 is lowered, the first air chamber 66 and the second air chamber 67 are closed, and the second air chamber 67 is opened through the insertion port 630.
When the discharge port 622 and the second air chamber 67 communicate with each other, the second air chamber 67
The air inside is discharged to the outside through the insertion hole 630 and the discharge port 622, and the air that is continuously supplied through the air supply pipe 68 passes through the supply port 600 and the supply paths 601 and 621 to the first air. 66 to push up the piston 63, and accordingly the hammer 65
rises. Thereafter, by repeating the above-described action, the hammer 65 moves up and down independently of the up and down movement of the elevating casing 5 by the air springs 4 and 400.

この実施例における本発明の砂杭造成装置は、
上記の如き構成によりなり、次に砂杭の造成作業
を第8図を参照して説明する。
The sand pile construction device of the present invention in this embodiment is as follows:
The construction of the sand pile is as described above. Next, the construction work of the sand pile will be explained with reference to FIG.

(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34を駆動させて回転管30を矢印方向
(上から見て左方向)に回転させ、この右方向
に回転する回転管30の掘削刃31の掘削作用
により、外ケーシング2、回転管30および昇
降ケーシング5等を地盤G中に所要深度まで貫
入させる。このとき、回転管30および回転用
短管32のみが回転するので、外ケーシング2
および昇降ケーシング5が捩れたりする虞れは
ない。また、掘削刃31の回転により外ケーシ
ング2、回転管30および昇降ケーシング5を
地盤G中に貫入させるものであるから、バイブ
ロ(起振機)でケーシングを貫入させるものよ
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、無振動に近い状態で貫入させ
ることができ、しかもシヨツクアブソーバーな
どが不要である。また、内外ケーシング貫入時
には開閉シユー23が閉じているので、土砂が
外ケーシング2内に侵入する虞れはない。
(a) First, the sand pile construction device of the present invention is suspended from a leader via wire ropes, hangers, sheaves, 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 34 is driven to rotate the rotary tube 30 in the direction of the arrow (to the left when viewed from above), and the outer casing 2, The rotary tube 30, the lifting casing 5, etc. are penetrated into the ground G to a required depth. At this time, only the rotating tube 30 and the short rotating tube 32 rotate, so the outer casing 2
And there is no risk that the elevating casing 5 will be twisted. Furthermore, since the outer casing 2, rotary tube 30, and lifting casing 5 are penetrated into the ground G by the rotation of the excavation blade 31, the inner and outer casings are penetrated faster than when the casing is penetrated by a vibro (exciter). It can be penetrated with almost no noise and vibration, and there is no need for a shock absorber. Further, since the opening/closing shoe 23 is closed when the inner and outer casings penetrate, there is no risk of dirt entering the outer casing 2.

(b) 上述の(a)の操作により外ケーシング2、回転
管30および昇降ケーシング5を所要深度まで
貫入させた後、駆動モータ34を停止させてホ
ツパー7より砂を外ケーシング2と回転管30
との間に投入する。
(b) After penetrating the outer casing 2, rotating tube 30 and lifting casing 5 to the required depth by the operation in (a) above, the drive motor 34 is stopped and the sand is removed from the outer casing 2 and rotating tube 30 through the hopper 7.
Insert between.

(c)、(d) それから、上用エアバネ4および下用エ
アバネ400を交互に作動させて昇降ケーシン
グ5を上下させて外ケーシング2内の砂を突き
固める。すなわち、上用エアバネ4および下用
エアバネ400中にエアを交互に圧入したり抜
いたりして昇降台12を上下させることによ
り、外ケーシング2の周囲の地盤Gが撹拌され
ずに保護される一方、前記昇降台12を介して
昇降ケーシング5が上下し、該昇降ケーシング
5により外ケーシング2中の砂が突き固められ
ると共に、外ケーシング2の先端の砂は吐出口
22から押し出される。さらに、エア送給パイ
プ68を介してバイブレーター6にエアを供給
すると、ハンマ65が前記昇降ケーシング5の
上下動と独立して上下動し、昇降ケーシング5
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。
(c), (d) Then, the upper air spring 4 and the lower air spring 400 are actuated alternately to move the elevating casing 5 up and down to compact the sand in the outer casing 2. That is, by raising and lowering the lifting platform 12 by alternately pressurizing and releasing air into the upper air spring 4 and the lower air spring 400, the ground G around the outer casing 2 is protected without being stirred. The lifting casing 5 moves up and down via the lifting table 12, and the sand in the outer casing 2 is compacted by the lifting casing 5, and the sand at the tip of the outer casing 2 is pushed out from the discharge port 22. Further, when air is supplied to the vibrator 6 through the air supply pipe 68, the hammer 65 moves up and down independently of the up and down movement of the elevating casing 5, and the elevating casing 5
The sand that has been pushed out and compacted is further compacted.

そして、昇降ケーシング5の砂の押し出し量
に応じ、駆動モータ34を駆動させて掘削刃3
1をそれぞれ逆回転させて外ケーシング2、回
転管30および昇降ケーシング5を徐々に引き
抜く。
Then, the drive motor 34 is driven according to the amount of sand pushed out of the lifting casing 5, and the excavating blade 3 is
1 are rotated in the opposite direction, and the outer casing 2, rotating tube 30, and lifting casing 5 are gradually pulled out.

このとき、昇降ケーシング5の上下動のスト
ローク長が大きいと、昇降ケーシング5の砂の
押し出し量が多くなり、従つて砂の出が良く砂
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 elevating casing 5 is large, the amount of sand extruded by the elevating casing 5 will be large, and therefore the sand will come out well and sand piles can be created efficiently and quickly.

さらに、本発明においては、昇降ケーシング
5が下降するとき下用エアバネ400が作動し
て昇降ケーシング5を強制的に押下げるので、
昇降ケーシング5の押下力が単なる昇降台12
の重量によるものと比較して極めて大である。
すなわち、大きな力で昇降ケーシング5を押下
げる。従つて、砂の突き固めや押出しが良い。
Furthermore, in the present invention, when the lifting casing 5 descends, the lower air spring 400 operates to forcibly push down the lifting casing 5.
The pressing force of the lifting casing 5 is simply the lifting platform 12.
This is extremely large compared to the weight of
That is, the lifting casing 5 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、外ケーシング
2の引き抜きを止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 stop pulling out the outer casing 2, 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ケー
シング5にジエツトノズルを設ければ、このジ
エツトノズルからエアーを噴射することによ
り、砂が外ケーシング2の先端から押し出さ
れ、前記昇降ケーシング5の押し出し、突き固
めおよびバイブレーター6の突き固めと相俟つ
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, if a jet nozzle is provided in the lifting casing 5, sand is pushed out from the tip of the outer casing 2 by injecting air from this jet nozzle, and the lifting casing 5 is pushed out and tamped. In combination with the tamping of the vibrator 6, even stronger sand piles can be created quickly.

また、砂杭造成時には開閉シユー23が開い
ているので砂杭の造成には何等支障を来たす虞
れはない。
Further, since the opening/closing shoe 23 is open when the sand pile is being constructed, there is no risk of any hindrance to the construction of the sand pile.

(e) 上述の(c)、(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 steps (c) and (d) above to create strong sand piles in soft ground G.

第9図は、本発明の砂杭造成装置の第2の実
施例を示した一部破断正面図である。
FIG. 9 is a partially cutaway front view showing a second embodiment of the sand pile building device of the present invention.

この実施例の砂杭造成装置は、伸縮昇降作動
手段として油圧シリンダ8を使用したものであ
る。すなわち、上架台100に油圧シリンダ8
の基端を固定すると共に、その油圧シリンダ8
のピストンロツド81の先端を昇降台12の上
面に固定したものである。この油圧シリンダ8
のヘツド室(図示せず)に圧油を供給すると、
ピストンロツド81が前進し、昇降台12を介
して昇降ケーシング5が上昇する。また、油圧
シリンダ8のロツド室(図示せず)に圧油を供
給すると、ピストンロツド81が後退し、昇降
台12を介して昇降ケーシング5が上昇する。
The sand pile building device of this embodiment uses a hydraulic cylinder 8 as a telescopic lifting/lowering operating means. That is, the hydraulic cylinder 8 is mounted on the upper frame 100.
while fixing the base end of the hydraulic cylinder 8.
The tip of the piston rod 81 is fixed to the upper surface of the lifting table 12. This hydraulic cylinder 8
When pressure oil is supplied to the head chamber (not shown) of
The piston rod 81 moves forward, and the lifting casing 5 rises via the lifting table 12. Furthermore, when pressure oil is supplied to a rod chamber (not shown) of the hydraulic cylinder 8, the piston rod 81 retreats, and the elevating casing 5 rises via the elevating platform 12.

なお、圧油がヘツド室中に供給されると、ロ
ツド室中の油が排出され、逆にロツド室中に圧
油が供給されるとヘツド室中の油が排出され
る。
Note that when pressure oil is supplied into the head chamber, the oil in the rod chamber is discharged, and conversely, when pressure oil is supplied into the rod chamber, the oil in the head chamber is discharged.

また、この実施例において、下架台は回転駆
動部3の減速機33本体、外ケーシング2の頂
端により兼用されている。
Further, in this embodiment, the lower pedestal is also used by the main body of the reducer 33 of the rotary drive unit 3 and the top end of the outer casing 2.

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、上用下用の昇降作動手段により
昇降管を上下させて外ケーシング中の砂を突き固
めたり排出させたりしながら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
しかも外ケーシングの引き上げを止める必要がな
く、従つて作業能率が良い。また、起振機を使用
しないので、シヨツクアブソーバーなどが不要で
あり、かつ騒音振動の問題が少ない。しかも、回
転管のみが回転するので、外ケーシング、回転管
および昇降ケーシングが捩れると言つた虞れがな
い。さらに、昇降ケーシングが下るとき伸縮昇降
作動手段が作動して昇降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、従つて作
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 moves the elevator pipe up and down using the upper and lower lifting operation means to compact and discharge the sand in the outer casing while the sand pile is being moved outside. Since the casing is pulled up, it is easy to remove sand, and there is no need to stop pulling up the outer casing, which improves work efficiency. Furthermore, since no exciter is used, there is no need for a shock absorber, and there are fewer problems with noise and vibration. Furthermore, since only the rotary tube rotates, there is no risk that the outer casing, rotary tube, and elevating casing will be twisted. Further, when the elevating casing is lowered, the telescopic elevating and lowering operating means is activated to forcibly lower the elevating casing, so that the sand can be removed more quickly and 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 the drawing]

第1図乃至第8図は本発明に係る砂杭造成装置
の第1の実施例を示し、第1図aは一部破断正面
図、第1図bは第1図aにおけるa−a線断面
図、第2図および第3図はエアバネの断面図およ
び平面図、第4図は第3図における部拡大図、
第5図は第4図における矢印図、第6図はエア
ハンマの縦断面図、第7図a,bはエアハンマの
作動状態の説明図、第8図a,b,c,d,eは
施工説明図である。第9図は本発明の砂杭造成装
置の第2の実施例を示した一部破断正面図であ
る。 1……下架台、100……上架台、10,11
……ガイド支柱、12……昇降台、2……外ケー
シング、3……回転駆動部、30……回転管、3
1……掘削刃、4……上用エアバネ、400……
下用エアバネ、5……内ケーシング、6……バイ
ブレーター、7……ホツパー、8……油圧シリン
ダ。
1 to 8 show a first embodiment of the sand pile building device according to the present invention, FIG. 1a is a partially cutaway front view, and FIG. 1b is a line a-a in FIG. 1a. A sectional view, FIGS. 2 and 3 are a sectional view and a plan view of the air spring, and FIG. 4 is an enlarged view of a portion in FIG. 3.
Fig. 5 is an arrow diagram in Fig. 4, Fig. 6 is a longitudinal cross-sectional view of the air hammer, Fig. 7 a, b is an explanatory diagram of the operating state of the air hammer, Fig. 8 a, b, c, d, e is a construction work. It is an explanatory diagram. FIG. 9 is a partially cutaway front view showing a second embodiment of the sand pile building apparatus of the present invention. 1...Lower stand, 100...Upper stand, 10, 11
... Guide column, 12 ... Lifting platform, 2 ... Outer casing, 3 ... Rotation drive unit, 30 ... Rotation tube, 3
1...Drilling blade, 4...Upper air spring, 400...
Lower air spring, 5... Inner casing, 6... Vibrator, 7... Hopper, 8... Hydraulic cylinder.

Claims (1)

【特許請求の範囲】 1 上架台および下架台と、その上架台と下架台
との間に固定したガイド支柱と、そのガイド支柱
に昇降可能に装着した昇降台と、その昇降台と上
架台および下架台との間あるいは昇降台と上架台
もしくは下架台との間に介装し、前記昇降台を昇
降させる伸縮昇降作動手段と、前記下架台より下
方に延設した中空状の外ケーシングと、前記上架
台、下架台、外ケーシングの何れかに装備した回
転駆動部と、その回転駆動部に上端を回転可能に
取付けると共にその上端より下方の部分を前記外
ケーシング中に挿通した中空状の回転管と、前記
昇降台に上端を固定すると共にその上端より下方
の部分を前記回転管中に挿通した昇降ケーシング
と、前記回転管の下端に取付けた掘削刃と、前記
外ケーシングに設け、砂をその外ケーシングと前
記回転管との間に投入供給する砂投入供給口とを
備えたことを特徴とする砂杭造成装置。 2 伸縮昇降作動手段は、その伸縮ストローク長
を大きくして昇降ケーシング管の上下動のストロ
ーク長を大きく取つたことを特徴とする特許請求
の範囲第1項記載の砂杭造成装置。 3 伸縮昇降作動手段は、下架台と昇降台との間
に介装した上用エアバネと、上架台と昇降台との
間に介装した下用エアバネとからなることを特徴
とする特許請求の範囲第1項または第2項記載の
砂杭造成装置。 4 伸縮昇降作動手段は、上架台と昇降台との間
に介装したシリンダであることを特徴とする特許
請求の範囲第1項または第2項記載の砂杭造成装
置。 5 内ケーシングは、下端にバイブレーターを有
することを特徴とする特許請求の範囲第1項、第
2項、第3項または第4項記載の砂杭造成装置。
[Scope of Claims] 1. An upper pedestal and a lower pedestal, a guide column fixed between the upper pedestal and the lower pedestal, a lifting platform attached to the guide column so as to be able to rise and fall, the lifting platform, the upper pedestal, and a telescopic elevating and lowering means that is interposed between the lower pedestal or between the elevating table and the upper or lower pedestal and raises and lowers the elevating table; and a hollow outer casing extending downward from the lower pedestal; A rotary drive unit installed on either the upper mount, the lower mount, or the outer casing, and a hollow rotary member whose upper end is rotatably attached to the rotary drive unit and whose portion below the upper end is inserted into the outer casing. a lifting casing whose upper end is fixed to the lifting platform and whose portion below the upper end is inserted into the rotating tube; an excavation blade attached to the lower end of the rotating tube; A sand pile making device characterized by comprising a sand input and supply port between the outer casing and the rotary pipe. 2. The sand pile construction apparatus according to claim 1, wherein the telescopic elevating and lowering operating means has a longer telescopic stroke length to increase the stroke length of the vertical movement of the elevating casing pipe. 3. The telescopic elevating and lowering operating means comprises an upper air spring interposed between the lower pedestal and the elevating table, and a lower air spring interposed between the upper pedestal and the elevating table. The sand pile construction device according to scope 1 or 2. 4. The sand pile construction device according to claim 1 or 2, wherein the telescopic elevating and lowering operating means is a cylinder interposed between the upper frame and the elevating table. 5. The sand pile construction device according to claim 1, 2, 3, or 4, wherein the inner casing has a vibrator at the lower end.
JP19177781A 1981-12-01 1981-12-01 Constructing device for sand pile Granted JPS5894515A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19177781A JPS5894515A (en) 1981-12-01 1981-12-01 Constructing device for sand pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19177781A JPS5894515A (en) 1981-12-01 1981-12-01 Constructing device for sand pile

Publications (2)

Publication Number Publication Date
JPS5894515A JPS5894515A (en) 1983-06-04
JPH0251005B2 true JPH0251005B2 (en) 1990-11-06

Family

ID=16280355

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19177781A Granted JPS5894515A (en) 1981-12-01 1981-12-01 Constructing device for sand pile

Country Status (1)

Country Link
JP (1) JPS5894515A (en)

Also Published As

Publication number Publication date
JPS5894515A (en) 1983-06-04

Similar Documents

Publication Publication Date Title
US3478524A (en) Apparatus for installing nondisplacement sand drains
JP4008189B2 (en) Method for flexing the connection between a tube and a manhole and apparatus used to perform the method
JP2018053478A (en) Drilling machine
JPH0251005B2 (en)
CN111926824B (en) Construction method of row pile wall enclosure structure
JPS586011B2 (en) sand pile creation equipment
KR100804751B1 (en) Self-propelled ground excavator and excavation method using the excavator
JP4046457B2 (en) Method for drilling concrete structure and concrete core cutter
JPS5836123B2 (en) sand pile creation equipment
JPS5894514A (en) Constructing device for sand pile
JP2002146787A (en) Pile driving apparatus
JP5988458B1 (en) Ground improvement method and equipment
US5249379A (en) Mounting structure for the linear actuators of a trenching apparatus
JPS5826450B2 (en) sand pile creation equipment
US3808821A (en) Self-powered casing for forming cast-in-place piles
CN117605023B (en) Bored pile construction device and construction method thereof
KR970011598B1 (en) Hammer drill on semi-excavator to supply two fluids in different passages
JPS582292B2 (en) sand pile creation equipment
JPS58168714A (en) Sand pile former
CN223868018U (en) Colliery water damage controlling means
JPS5894513A (en) Constructing device for sand pile
JP2024048982A (en) How to remove existing piles
JPS648130B2 (en)
KR102224526B1 (en) Partial extension apparatus for underground pipe and composite cast in place pile method using the same
JPH09195259A (en) Construction method of ground improvement, and device therefor