JPS59141622A - Sand pile former - Google Patents

Sand pile former

Info

Publication number
JPS59141622A
JPS59141622A JP1526383A JP1526383A JPS59141622A JP S59141622 A JPS59141622 A JP S59141622A JP 1526383 A JP1526383 A JP 1526383A JP 1526383 A JP1526383 A JP 1526383A JP S59141622 A JPS59141622 A JP S59141622A
Authority
JP
Japan
Prior art keywords
tube
pipe
outer tube
sand
screw
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.)
Granted
Application number
JP1526383A
Other languages
Japanese (ja)
Other versions
JPS648126B2 (en
Inventor
Nakatomi Kurimoto
栗本 中富
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 JP1526383A priority Critical patent/JPS59141622A/en
Publication of JPS59141622A publication Critical patent/JPS59141622A/en
Publication of JPS648126B2 publication Critical patent/JPS648126B2/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

Abstract

PURPOSE:To raise workability of a sand pile former by a method in which an outer tube having a screw on its periphery, an intermediate tube having a screw on its lower end, and an inner tube having a air hammer on its lower end thrust into the intermediate tube are provided, and a rotary driver is provided in the elevator frame. CONSTITUTION:An elevator frame 1 is provided with an outer tube 3 having a screw 2 over the whole length of its periphery and an intermediate tube 5 having a screw on the lower end of its periphery thrust into the outer tube 3 in a turnably hung down manner. An inner tube 6 is also thrust into the intermediate tube 5 loosely, and an air hammer 7 is attached to the lower end of the inner tube 6. The outer tube 3 is rotationally driven by a driver 8, and the intermediate tube 5 is rotationally driven by a driver 9. A hopper 10 for charging sand is provided in the outer tube 3, a fixing tube 11 of the same diameter as the outer tube 3 is provided between the hopper 10 and the outer tube 3, and a valve 12 is provided at the connection. A pipe 13 for the air hammer is connected to the upper end of the inner tube 6. A consolidated rigid sand pile can thus be formed thereby.

Description

【発明の詳細な説明】 (発明の対象・産業上の利用分野) 本発明は、軟弱な地盤を改良する分野で利用される。[Detailed description of the invention] (Subject of invention/field of industrial application) INDUSTRIAL APPLICABILITY The present invention is used in the field of improving soft ground.

本発明は、軟弱な地盤に砂杭を造成するための装置に関
するもので、特に無振動、無騒音で砂杭造成作業を行う
装置に関する。
The present invention relates to an apparatus for constructing sand piles on soft ground, and more particularly to an apparatus for constructing sand piles without vibration or noise.

〈従来技術) 砂杭造成装置としては本発明の出願人により既に出願さ
れ、公開された(特願昭55−152835号その他)
ものがあり、この装置は外管及びこの中に挿入された内
管を該内管の上端部に連設された起振機により強制振動
させつつ地盤中に貫入させ、外管が所定深さに達した後
、ホッパーより外管内に砂を投入する一方、内管を起振
機で振動させると同時に内管上下駆動用流体圧シリンダ
により比較的長いストロークで上下動させて、外管中の
砂を突き固めながら、外管及び内管を引き抜き、砂杭を
形成するようにしたもので、この装置によれば、外管中
の砂が十分に突き固められて強固な砂杭が造成できる大
きな効果を有する反面、起振機を用いていると共にこの
起振機で内管及び外管を振動させるので、作業中に激し
い騒音及び振動を生じる難点がある。また、このような
騒音、振動の発生の少ない装置としては従来から使用さ
れているいわゆるオーガ式サンドドレーン打設機は、ケ
ーシング内にアースオーガを挿入して地盤を掘削しなか
らケーシングを下降させてゆき所定深さに達したらオー
ガを抜き取り、ケーシングの中に砂を投入してからこの
ケーシングを引き抜いて砂杭を造成するようにした装置
であるが、ケーシング内での砂の突き固めがなされない
ため形成される砂杭の強度が弱いうえに、施工能力が低
いといった多(の難点がある。
(Prior art) As a sand pile construction device, an application has already been filed and published by the applicant of the present invention (Japanese Patent Application No. 152,835/1983, etc.)
In this device, an outer tube and an inner tube inserted into the outer tube are forced to vibrate with a vibrator connected to the upper end of the inner tube, and penetrate into the ground until the outer tube reaches a predetermined depth. After sand is introduced into the outer tube from the hopper, the inner tube is vibrated by a vibrator and simultaneously moved up and down with a relatively long stroke by a fluid pressure cylinder for vertically driving the inner tube. This device forms a sand pile by pulling out the outer and inner tubes while tamping the sand. According to this device, the sand in the outer tube is sufficiently tamped to create a strong sand pile. Although it is very effective, it uses a vibrator and vibrates the inner and outer tubes, which causes severe noise and vibration during operation. In addition, the so-called auger-type sand drain driving machine, which has traditionally been used as a device that generates less noise and vibration, inserts an earth auger into the casing and excavates the ground before lowering the casing. When a specified depth is reached, the auger is removed, sand is poured into the casing, and the casing is pulled out to create a sand pile, but the sand is not compacted inside the casing. There are many disadvantages such as the strength of the sand piles that are formed is weak and the construction ability is low.

(発明の目的) 本発明は、従来の難点を解消したもので、作業中におけ
る騒音、振動の発生を極力少なくすると共に、十分に圧
密された強固な砂杭を形成することのできる砂杭造成装
置を従供することを目的とする。
(Objective of the Invention) The present invention solves the problems of the conventional sand pile construction, which minimizes the generation of noise and vibration during work, and which can form a sufficiently consolidated and strong sand pile. The purpose is to serve the equipment.

(発明の構成) 上記の目的を達成するだめの本発明の砂杭造成装置は、
リーグに沿って昇降自在に吊支される昇降機枠に、外周
の少なくとも下端部にスクリューを螺設した外管及びこ
の外管内に嵌挿させてあって外周の少なくとも下端部に
スクリューを螺設した中管をそれぞれ回転自在に垂下連
設すると共に、中管内に、内部をエア供給路とする内管
を挿通して、中管下端から突出したその下端部にエアハ
ンマを装着し、上記昇降機枠内に外管及び中管を回転駆
動させる回転駆動手段を配備すると共に、外筒内に砂を
投入する砂投入用ホッパーを該外筒に連通して設け、更
に内管上端部にエアハンマ作動用エアの供給パイプを接
続してなるものである。
(Structure of the Invention) The sand pile construction device of the present invention that achieves the above object has the following features:
An elevator frame that is suspended so as to be able to rise and fall along a league, has an outer tube with a screw threaded on at least the lower end of the outer periphery, and a screw that is inserted into the outer pipe and has a screw threaded on at least the lower end of the outer periphery. The middle pipes are connected to each other so as to be freely rotatable, and an inner pipe whose inside is an air supply path is inserted into the middle pipe, and an air hammer is attached to the lower end of the inner pipe that protrudes from the lower end of the middle pipe. A rotary drive means for rotationally driving the outer tube and the middle tube is provided in the outer tube, and a sand charging hopper for introducing sand into the outer tube is provided in communication with the outer tube. It is made by connecting two supply pipes.

更に本発明の砂杭造成装置は、上記砂投入用ホッパーと
外管との間に固定管を介設し、この固定管に砂押圧用エ
アの供給パイプを接続すると共に固定管とホッパーとの
間に開閉弁を設けてなるものである。
Furthermore, in the sand pile building device of the present invention, a fixed pipe is interposed between the sand charging hopper and the outer pipe, a sand pressing air supply pipe is connected to the fixed pipe, and the fixed pipe and the hopper are connected. An on-off valve is provided in between.

実施例 次に本発明の一実施例を図面に基づいて説明する。Example Next, one embodiment of the present invention will be described based on the drawings.

第1図は砂杭造成装置の全体図を示したもので、この図
において1はクローラクレーン等に立設されたリーダ(
図示省略)に昇降自在に吊支される昇降機枠で、この昇
降機枠1に、外周の全長に亘ってスクリュー2を螺設し
た外管3ならびにこの中に嵌挿してあって外周の下端部
にスクリュー4を螺設した中管5がそれぞれ回転自在に
垂下連設されており、そして中管5内には内部をエア供
給路6aとする内管6が遊嵌状態で挿通され、この中管
5下端から突出した内管6の下端部にエアハンマ7が装
着され、また昇降機枠工内には外管3を回転駆動させる
駆動装置8及び中管5を回転駆動させる駆動装置9が配
備されていると共に、外管3内に砂を投入する砂投入用
ホンパー10が設けられ、このホンパー10と外管3と
の間には外管3と同径の固定管11が介設され、この固
定管11とホンパー10との接続部には開閉弁12が設
けられており、更に内管6の上端部にはエアハンマ作動
用エアの供給パイプ13が接続配備されると共に、固定
管11の上端部には該固定管11を通じて外管3内に砂
押圧用エアを供給するパイプ14が接続配備されている
Figure 1 shows the overall diagram of the sand pile construction equipment. In this figure, 1 is a leader (
This is an elevator frame that is suspended in a vertically movable manner from a lift frame (not shown), and an outer tube 3 having a screw 2 threaded over the entire length of the outer circumference is attached to the elevator frame 1, and an outer tube 3 is fitted into the outer tube 3 and is inserted into the outer tube at the lower end of the outer circumference. A middle pipe 5 having a screw 4 threaded thereon is connected to the middle pipe 5 so as to be rotatable, and an inner pipe 6 having an air supply passage 6a inside is loosely inserted into the middle pipe 5. An air hammer 7 is attached to the lower end of the inner tube 6 protruding from the lower end of the elevator frame 5, and a drive device 8 for rotationally driving the outer tube 3 and a drive device 9 for rotationally driving the middle tube 5 are provided within the elevator frame. At the same time, a sand charging hopper 10 for charging sand into the outer pipe 3 is provided, and a fixed pipe 11 having the same diameter as the outer pipe 3 is interposed between the umpper 10 and the outer pipe 3. An on-off valve 12 is provided at the connection between the pipe 11 and the humper 10, and an air supply pipe 13 for operating the air hammer is connected to the upper end of the inner pipe 6. A pipe 14 for supplying air for sand pressing into the outer tube 3 through the fixed tube 11 is connected to and arranged in the outer tube 3 .

上記構造について更に詳しく説明すれば、外管回転駆動
装置8は、第1図及び第2図で示すように、昇降機枠1
の下部に大ギヤ15を回転自在に支承し、この大ギヤ1
5の下端を外管3の上端と一体的に連精する一方、機枠
1内において固定管11の両側位置に一対の減速機付電
動機16.16を設置し、これらの電動機16.16の
出力軸17.17に固定の小ギヤ18.18を大ギヤ1
5にその両側位置で、噛合させてなるもので、両型動機
16.16の互いに同一方向への回転により小ギヤ18
.18及び大ギヤ15を介して外管3を回転させるよう
になっている。固定管11ば上管部11aと上管部11
bとに分割構成され、これら上下管部11a、 Ilb
は外管3の上方において同軸上に配置されると共に、第
1図で明らかなように上管部11a下端と上管部11b
上端との間に所定間隔をおいた状態でそれぞれ昇降機枠
1に対し固定されている。そして中管回転駆動装置9は
、第1図に示すように大ギヤ19を、上記固定管11に
おける上管部11.aと上管部11bとの間隙内に回転
可能な状態で介在させて、中管5に固定する一方、固定
管11の両側位置に一対の減速機付電動機20.20を
配備し、これら電動41820.20の出力軸21.2
1に固定の小ギヤ22.22を第3図のように大ギヤ1
9に噛合させてなるもので、電動機20.20の回転に
より小ギヤ22.22及び大ギヤ19を介して中管5を
回転させるようにしている。上記大ギヤ19は第3図で
明らかなようにその中心軸部と周辺歯部との間に複数の
扇形開口部19aを形成していて、固定管11内におけ
る砂及びエアの軸方向の流通に支障を来さないようにな
っている。尚、土管部i1a下端と上管部11b上端と
の間隙は大ギヤ19の上面側に配備されたシールリング
23とその下面側に配された大ギヤ19を支承している
シール兼用軸受24とによつてシールされており、また
中管5は上管部11b内の所要部に設けられた第1図、
第4図に示すような支承部材25によって回転自在に支
承されている。内管6はその径大頭部6bM第5図に示
すように中管5の回転を許すと共に内管6の振動を中管
5に伝えないようにすべくリング状クッション部材26
を介して中管5の上端に支持されており、また内管6の
エア供給路6aの上端部は土管部11aを貫通している
エア供給パイプ13に接続されている。
To explain the above structure in more detail, the outer tube rotation drive device 8 includes an elevator frame 1 as shown in FIGS. 1 and 2.
A large gear 15 is rotatably supported at the bottom of the large gear 1.
5 is connected integrally with the upper end of the outer tube 3, and a pair of electric motors 16.16 with reduction gears are installed on both sides of the fixed tube 11 in the machine frame 1. The small gear 18.18 fixed to the output shaft 17.17 is connected to the large gear 1.
The small gear 18 is formed by meshing the two types of motors 16 and 16 at both sides of the motors 16 and 16 in the same direction.
.. 18 and a large gear 15 to rotate the outer tube 3. Fixed tube 11, upper tube portion 11a and upper tube portion 11
The upper and lower pipe parts 11a and Ilb are divided into upper and lower pipe parts 11a and Ilb.
are disposed coaxially above the outer tube 3, and as shown in FIG.
They are each fixed to the elevator frame 1 with a predetermined spacing between them and the upper end. As shown in FIG. a and the upper tube part 11b in a rotatable state and fixed to the middle tube 5. A pair of electric motors 20 and 20 with reduction gears are provided on both sides of the fixed tube 11, and these electric 41820.20 output shaft 21.2
Change the small gear 22.22 fixed to 1 to the large gear 1 as shown in Figure 3.
9, so that the rotation of the electric motor 20, 20 causes the middle tube 5 to rotate via the small gears 22, 22 and the large gear 19. As is clear from FIG. 3, the large gear 19 has a plurality of fan-shaped openings 19a formed between its central shaft and peripheral teeth, allowing sand and air to flow in the axial direction within the fixed tube 11. It is designed so that it does not interfere with The gap between the lower end of the earthen pipe part i1a and the upper end of the upper pipe part 11b is defined by a seal ring 23 disposed on the upper surface side of the large gear 19 and a seal-cum-bearing 24 disposed on the lower surface side supporting the large gear 19. The middle tube 5 is sealed by a
It is rotatably supported by a support member 25 as shown in FIG. The inner tube 6 has a large diameter head 6bM as shown in FIG.
The upper end of the air supply path 6a of the inner tube 6 is connected to the air supply pipe 13 passing through the clay pipe portion 11a.

このエア供給管13及び砂押圧用エア供給管14はそれ
ぞれエアコンプレ・ノサ(図示せず)に接続しである。
This air supply pipe 13 and sand pressing air supply pipe 14 are each connected to an air compressor (not shown).

エアハンマ7は、第6図〜第9図に示すよ痕こ、摺動室
27を有し内管6の下端に接続されたボディ28と、圧
力室29を有しボディ27の摺動室27内を往復動する
ピストン30と、ピストン30先端Gこ取着されたヘン
ドブレート31とからなるもので、先ず内管6のエア供
給路6aからの圧力エアはボディ28の入口孔32aよ
り導入路32に導入されてそこ力)ら軸方向に延びる複
数の連通路33を経て環状の中間室34に入り、この中
間室34からの圧力エア番よ摺動室27とビスl−ン3
0との間の環状可変容積室354こ入ると共にビスI・
ン30に設けられた複数の連通孔36を通じて圧力室2
9に入る。このとき環状可変容積室35側と圧力室29
側との受圧面積の差異Gこよりその受圧面積の大なるピ
ストン30が第6図に関して下方へ押動され、そしてピ
ストン30の連通孔36がボディ28下端部側の環状出
口側室37に連通する番こ至ると、圧力室29内の圧力
エアはこれら連通孔36、出口側室37からボディ28
の軸方向に延びる複数の排出路38を通ってボディ28
上端面側より大気に放出され、それにより圧力室29内
のエア圧が下がる一方、可変容積室35内の圧力エアに
よってピストン30は上方へ押動され、以降上記同様の
操作が高速で反復されることによってピストン30は高
速上下往復動つまり上下強制振動を行うようになってい
る。面、ヘッドプレート31はねじ39にてピストン3
0先端に蝶着されている。
As shown in FIGS. 6 to 9, the air hammer 7 includes a body 28 having a sliding chamber 27 connected to the lower end of the inner tube 6, and a pressure chamber 29 having the sliding chamber 27 of the body 27. It consists of a piston 30 that reciprocates inside, and a hend plate 31 attached to the tip G of the piston 30. First, pressurized air from the air supply path 6a of the inner tube 6 is passed through the inlet hole 32a of the body 28 to the introduction path 32. Pressurized air is introduced into the annular intermediate chamber 34 from the intermediate chamber 34 through a plurality of communicating passages 33 extending in the axial direction, and the pressurized air from the intermediate chamber 34 is transferred to the sliding chamber 27 and the screw ring 3.
The annular variable volume chamber 354 between the
The pressure chamber 2 is
Enter 9. At this time, the annular variable volume chamber 35 side and the pressure chamber 29 side
Due to the difference G in the pressure receiving area from the side, the piston 30 having a large pressure receiving area is pushed downward with respect to FIG. When this happens, the pressure air in the pressure chamber 29 flows from the communication hole 36 and the outlet side chamber 37 to the body 28.
The body 28 passes through a plurality of discharge passages 38 extending in the axial direction of the body 28.
It is released into the atmosphere from the upper end surface side, thereby reducing the air pressure in the pressure chamber 29, while the piston 30 is pushed upward by the pressure air in the variable volume chamber 35, and the same operation as described above is repeated at high speed. This causes the piston 30 to perform high-speed vertical reciprocating motion, that is, vertical forced vibration. The head plate 31 is attached to the piston 3 with a screw 39.
0 is hinged at the tip.

開閉弁12は第10図〜第12図に示すように、弁口4
0を有する楕円形の弁受体41と弁口40を開閉する弁
体42とからなるもので、弁受体41を固定管11の上
管部Lla内上方部に固着し、弁口40の下面側周縁部
にパツキン43を装着し、この弁受体41の下側に弁体
42を配して、弁受体41のヒンジ部材44と弁体42
下面に固着された支持フレーム45の一端部のヒンジ部
材46とをビン47で蝶着し、それにより弁体42を弁
口40に対し開閉可能としたもので、この弁体42は、
通常時は第12図の一点鎖線で示される位置で開放状態
になり、そしてエア供給パイプ14より圧力エアが固定
管11内に供給されるとき、このパイプ14先端より噴
出される圧力エアにより弁体42が上向きに押圧回動さ
れて閉鎖位置に保持され、弁閉止するようになっている
。尚、このようなエア圧によって弁体42の閉止動作を
行わせる代わりに、第12図の二点鎖線で示すように弁
体42の下面側と固定管11の内側面との間にばね部材
48を介装させて、通常時はばねのカで弁体42を閉止
位置に保持し、ホンパー10からの砂の投入時に砂の重
量でばねの力に抗し弁体42を開かせるようにすること
もできる。
The on-off valve 12 has a valve port 4 as shown in FIGS. 10 to 12.
0, and a valve body 42 that opens and closes the valve port 40. The valve receiver 41 is fixed to the upper part of the upper pipe portion Lla of the fixed pipe 11, and A packing 43 is attached to the peripheral edge of the lower surface side, and a valve body 42 is arranged on the lower side of the valve receiver 41, so that the hinge member 44 of the valve receiver 41 and the valve body 42 are attached.
A hinge member 46 at one end of a support frame 45 fixed to the lower surface is hinged with a pin 47, so that the valve body 42 can be opened and closed with respect to the valve port 40.
Normally, it is in the open state at the position shown by the dashed line in FIG. The body 42 is pushed upward and held in the closed position to close the valve. Note that instead of closing the valve body 42 using air pressure, a spring member is installed between the lower surface of the valve body 42 and the inner surface of the fixed pipe 11, as shown by the two-dot chain line in FIG. 48 is interposed so that the valve body 42 is normally held in the closed position by the force of the spring, and when sand is introduced from the hopper 10, the weight of the sand resists the force of the spring and opens the valve body 42. You can also.

上述したような構成を有する砂杭造成装置の操作にあた
っては、本装置の昇降機枠1をリーグ(図示省略)頂部
より適当高さに懸吊支持した状態で、先ず駆動装置8の
みを作動させてスクリュー2付き外管3をそのスクリュ
ー2の送り方向に回転させ、そして昇降操作用ワイヤー
(図示せず)を繰り出して外管3を下降させながらこの
外管3による削孔作用により外管3、中管5及びエアハ
ンマ7付き中管6を地盤中に貫入せしめてゆく。
When operating the sand pile making device having the above-described configuration, first operate only the drive device 8 while the elevator frame 1 of the device is suspended and supported at an appropriate height from the top of a league (not shown). The outer tube 3 with the screw 2 is rotated in the feeding direction of the screw 2, and while the lifting operation wire (not shown) is let out to lower the outer tube 3, the outer tube 3, The middle pipe 5 and the middle pipe 6 with the air hammer 7 are penetrated into the ground.

尚、この外管3の貫入に先立って外管3内下端部(中管
5のスクリュー4が位置する部分)にいわゆるポイント
砂(砂の栓)を入れておいて削孔時に外管3内への土砂
の侵入を防ぐようにする。
In addition, before this outer tube 3 penetrates, so-called point sand (sand plug) is put into the lower end of the outer tube 3 (the part where the screw 4 of the middle tube 5 is located), and when drilling the hole, the inside of the outer tube 3 is removed. prevent soil from entering.

上記のようにして外管3を中管5及び内管6と共に地盤
中の所定深さまで貫入させた後、外管3を上記貫入時と
は逆方向に回転させると共に、駆動装置9を作動してス
クリュー4付き中管5をそのスクリュー4の送り方向に
回転させながら、ホンパー10より固定管11を通じて
外管3内に砂を投入し、更にエア供給バイブ13より内
管6のエア供給路6aを通じエアハンマ7に圧力エアを
(lしてこのエアハンマを作動させる。外管3内に投入
された砂は、中管5のスクリュー4により圧密されつつ
外管3下端部から押し出されると共に、該下端部におい
て上下振動するエアハンマ7によす更に突き固められ、
しかして機枠昇降操作用ワイヤー(図示省略)を介し昇
降機枠1を徐々に昇降させることにより、上記スクリュ
ー4で圧密され且つエアハンマ7にて突き固められた砂
が外管3下端から押し出されなから砂杭が漸次形成され
てゆく。この場合において、外管3内への砂杭一本分の
砂の投入を終える頃に、エア供給パイプ14を介して固
定管11内に圧力エアを供給し、砂の投入終了と共に開
閉弁12が弁閉鎖して固定管11内を密閉して固定管1
1から外管3に至る内部空間のエア圧を高め、その高め
られたエア圧力によって、外管3内の砂を押圧して更に
強力に圧密させつつ外管3下端より押し出す。その結果
十分に圧密且つ締め固めされた強固な砂杭が形成される
ことになる。
After the outer pipe 3 is penetrated into the ground together with the middle pipe 5 and the inner pipe 6 to a predetermined depth as described above, the outer pipe 3 is rotated in the opposite direction to that at the time of penetration, and the drive device 9 is activated. While rotating the inner tube 5 with the screw 4 in the feeding direction of the screw 4, sand is introduced into the outer tube 3 from the hopper 10 through the fixed tube 11, and then the air supply path 6a of the inner tube 6 is fed from the air supply vibrator 13. The air hammer 7 is actuated by supplying pressurized air (l) to the air hammer 7. The sand introduced into the outer tube 3 is compressed by the screw 4 of the middle tube 5 and is pushed out from the lower end of the outer tube 3. It is further tamped by an air hammer 7 that vibrates vertically at the
By gradually raising and lowering the elevator frame 1 via a wire for lifting and lowering the machine frame (not shown), the sand compacted by the screw 4 and compacted by the air hammer 7 is not pushed out from the lower end of the outer tube 3. From there, sand piles are gradually formed. In this case, when one sand pile's worth of sand has been poured into the outer tube 3, pressurized air is supplied into the fixed tube 11 through the air supply pipe 14, and when the sand has finished being poured into the outer tube 3, the on-off valve 12 is closes the valve and seals the inside of the fixed pipe 11.
The air pressure in the internal space from 1 to the outer tube 3 is increased, and the increased air pressure presses the sand in the outer tube 3 to more strongly consolidate it and push it out from the lower end of the outer tube 3. As a result, a strong sand pile that is sufficiently consolidated and compacted will be formed.

上述した実施例においては、外管の全長に亘ってスクリ
ューを設けたが、これは最も好ましい場合であってこの
スクリューは外管の下端部にのみ設けてもよく、また中
管のスクリューは実施例では中管の下端部にのみ設けて
いるが、下端部から中間部にかけて更には全長に亘って
設けてもよい。
In the embodiments described above, the screws were provided along the entire length of the outer tube, but this is the most preferred case, and the screws may also be provided only at the lower end of the outer tube, and the screws in the middle tube are not implemented. In the example, it is provided only at the lower end of the middle tube, but it may be provided from the lower end to the middle or even over the entire length.

更に、実施例では外管及び中管を駆動するための装置を
それぞれ別個に設げているが、一台の駆動装置によって
外管及び中管を適宜回転させるようにしてもよい。
Further, in the embodiment, separate devices are provided for driving the outer tube and the middle tube, but the outer tube and the middle tube may be appropriately rotated by a single drive device.

(発明の効果) 本発明の砂杭造成装置は、外周の少なくとも下端部にス
クリューを螺設した外管及びこの外管内に嵌挿させてあ
って外周の少なくとも下端部にスクリューを螺設した中
管をそれぞれ回転自在に垂下連設すると共に、中管内に
、内部をエア供給路とする内管を挿通して中管下端から
突出したその下端部にエアハンマを装着し、上記昇降機
枠内に外管及び中管を回転駆動させる回転駆動手段を配
備すと共に、外管内に砂を投入する砂投入用ポツパーを
該外管に連通して設け、更に内管上端部にエアハンマ作
動用エアの供給バイブを接続してなるものであって、砂
杭の形成にあたって外管内に投入される砂を中管に設け
たスクリューにより圧密すると共にエアハンマにより・
突き固めるようにしているので、砂の締め固めが十分に
行えて強固な砂杭を形成できると共に、従来装置のよう
に起振機を備えておらずまたエアハンマ自体は内管の下
端に装着させて地盤中で作動するようになっているので
、作業中に騒音、振動の発生を極力少なくすることがで
きて、はとんど無騒音、無振動で杭造成作業を行うこと
ができる。
(Effects of the Invention) The sand pile building device of the present invention comprises an outer pipe having a screw threaded on at least the lower end of the outer periphery, and an inner pipe fitted into the outer pipe and having a screw threaded on at least the lower end of the outer periphery. The pipes are connected to each other so as to be freely rotatable, and an inner pipe whose inside is used as an air supply path is inserted into the middle pipe, and an air hammer is attached to the lower end of the inner pipe that protrudes from the lower end of the middle pipe. A rotary drive means for rotationally driving the tube and the middle tube is provided, a sand-throwing popper for pouring sand into the outer tube is provided in communication with the outer tube, and an air supply vibrator for operating the air hammer is provided at the upper end of the inner tube. When forming a sand pile, the sand introduced into the outer tube is compacted by a screw installed in the inner tube, and then is compressed by an air hammer.
Because it is compacted, the sand can be compacted sufficiently to form a strong sand pile, and unlike conventional equipment, it is not equipped with an exciter, and the air hammer itself is attached to the lower end of the inner pipe. Since the machine operates underground, it is possible to minimize noise and vibration during work, allowing pile construction work to be carried out virtually without noise or vibration.

更に本発明の砂杭造成装置によれば、砂投入用ホッパー
を、昇降機枠に支持させた固定管を介して外管に連通連
結し、この固定管に砂押圧用エアの供給パイプを接続す
ると共に固定管とポツパーとの間に開閉弁を設け、それ
により砂杭の形成にあたって上記エア供給パイプより固
定管内に圧力エアを導入してこの固定管から外管に至る
空間部を昇圧し、その圧力により、形成されつつある砂
杭を更に押圧して外管より押し出すようにしているので
、一層強く圧密された強固な砂杭を形成できる。
Furthermore, according to the sand pile building device of the present invention, the sand charging hopper is connected to the outer pipe via a fixed pipe supported by the elevator frame, and the sand pressing air supply pipe is connected to this fixed pipe. At the same time, an on-off valve is provided between the fixed pipe and the popper, and when forming the sand pile, pressurized air is introduced into the fixed pipe from the air supply pipe to increase the pressure in the space from the fixed pipe to the outer pipe. Since the sand pile that is being formed is further pressed and pushed out of the outer tube by the pressure, a stronger sand pile that is more strongly consolidated can be formed.

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

第1図は本発明に係る砂杭造成装置の実施例を示す一部
縦断面図、第2図は第1図のn−n線拡大断面図、第3
図は第1図のm−nr線線入大断面図第4図は第1図の
IV−IV線被拡大断面図第5図は第1図のV−V線拡
大断面図、第6図は第1図に示すエアハンマの拡大詳細
縦断面図、第7図は第6図の■−■線断面図、第8図は
第6図の■−■線断面図、第9図は第6図のIX−IX
線断面図、第10図は第1図に示す開閉弁の弁受体の平
面図、第11図は弁体の平面図、第12図は同上の開閉
弁の取付状態を示す縦断面図である。 1・・・昇降機枠、2・・・スクリュー、3・・・外管
、4・・・スクリュー、5・・・中管、6・・・内管、
7・・・エアハンマ、8・・・外管回転駆動装置、9・
・・中管回転駆動装置、10・・・砂投入用ホッパー、
11・・・固定管、12・・・開閉弁、13・・・エア
ハンマ作動用エアの供給パイプ、14・・・砂押圧用エ
アの供給パイプ。 出願人 栗本中富 同  栗本雅史 第2図 略 3r!J 薊4 図 第 5 図 第6図
FIG. 1 is a partial longitudinal cross-sectional view showing an embodiment of the sand pile building apparatus according to the present invention, FIG. 2 is an enlarged cross-sectional view taken along line nn of FIG.
The figure is an enlarged sectional view taken along the line m-nr in Figure 1. Figure 4 is an enlarged sectional view taken along the line IV-IV in Figure 1. Figure 5 is an enlarged sectional view taken along the line V-V in Figure 1. is an enlarged detailed vertical sectional view of the air hammer shown in FIG. 1, FIG. 7 is a sectional view taken along the line ■-■ in FIG. 6, FIG. Figure IX-IX
Fig. 10 is a plan view of the valve receiver of the on-off valve shown in Fig. 1, Fig. 11 is a plan view of the valve body, and Fig. 12 is a longitudinal sectional view showing the installation state of the on-off valve shown in Fig. 1. be. 1... Elevator frame, 2... Screw, 3... Outer pipe, 4... Screw, 5... Middle pipe, 6... Inner pipe,
7...Air hammer, 8...Outer tube rotation drive device, 9.
...Medium tube rotation drive device, 10...Sand charging hopper,
DESCRIPTION OF SYMBOLS 11... Fixed pipe, 12... Open/close valve, 13... Air supply pipe for air hammer operation, 14... Air supply pipe for sand pressing. Applicant Nakatomi Kurimoto Masashi Kurimoto 2nd illustration omitted 3r! J 薊4 Figure 5 Figure 6

Claims (2)

【特許請求の範囲】[Claims] (1)、リーグに沿って昇降自在に吊支される昇降機枠
に、外周の少なくとも下端部にスクリューを螺設した外
管及びこの外管内に嵌挿させてあって外周の少なくとも
下端部にスクリューを螺設した中管をそれぞれ回転自在
に垂下連設すると共に、中管内に、内部をエア供給路と
する内管を挿通して、中管下端から突出したその下端部
にエアハンマを装着し、上記昇降機枠内に外管及び中管
を回転駆動させる回転駆動手段を配備すると共に、外管
内に砂を投入する砂投入用ホッパーを該外管に連通して
設け、更に内管上端部にエアハンマ作動用エアの供給バ
イブを接続してなる砂杭造成装置。
(1) An elevator frame that is suspended so as to be able to rise and fall along a league, has an outer tube with a screw threaded on at least the lower end of the outer periphery, and a screw that is fitted into the outer tube and has a screw threaded on at least the lower end of the outer periphery. The middle pipes each having a screw threaded thereon are connected to each other so as to be rotatable, and an inner pipe whose inside serves as an air supply path is inserted into the middle pipe, and an air hammer is attached to the lower end portion of the inner pipe that protrudes from the lower end of the middle pipe. A rotation drive means for rotationally driving the outer tube and the middle tube is provided within the elevator frame, and a sand charging hopper for introducing sand into the outer tube is provided in communication with the outer tube, and an air hammer is provided at the upper end of the inner tube. A sand pile creation device that is connected to a vibrator that supplies operating air.
(2)2  リーダに沿って昇降自在に吊支される昇降
機枠に、外周の少なくとも下端部にスクリューを螺設し
た外管及びこの外管内に嵌挿させてあって外周の少なく
とも下端部にスクリューを螺設した中管をそれぞれ回転
自在に垂下連設すると共に、中管内に、内部をエア供給
路とする内管を挿通して、中管下端から突出したその下
端部にエアハンマを装着し、上記昇降機枠内に外管及び
中管を回転駆動させる回転駆動手段を配備すると共に、
外管内に砂を投入する砂投入用ホッパーを、昇降機枠に
支持させた固定管を介して外管に連通連結し、この固定
管に砂押圧用エアの供給パイプを接続すると共に固定管
とホッパーとの間に開閉弁を設けてなる砂杭造成装置。
(2) 2 An elevator frame that is suspended along the leader so that it can be raised and lowered is provided with an outer tube having a screw threaded on at least the lower end of the outer periphery, and an outer tube that is fitted into the outer tube and has a screw threaded on at least the lower end of the outer periphery. The middle pipes each having a screw threaded thereon are connected to each other so as to be rotatable, and an inner pipe whose inside serves as an air supply path is inserted into the middle pipe, and an air hammer is attached to the lower end portion of the inner pipe that protrudes from the lower end of the middle pipe. A rotational drive means for rotationally driving the outer tube and the inner tube is provided within the elevator frame, and
A sand charging hopper for charging sand into the outer pipe is connected to the outer pipe via a fixed pipe supported on the elevator frame, and an air supply pipe for sand pressing is connected to this fixed pipe, and the fixed pipe and the hopper are connected to each other. A sand pile creation device that is equipped with an on-off valve between the
JP1526383A 1983-01-31 1983-01-31 Sand pile former Granted JPS59141622A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1526383A JPS59141622A (en) 1983-01-31 1983-01-31 Sand pile former

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1526383A JPS59141622A (en) 1983-01-31 1983-01-31 Sand pile former

Publications (2)

Publication Number Publication Date
JPS59141622A true JPS59141622A (en) 1984-08-14
JPS648126B2 JPS648126B2 (en) 1989-02-13

Family

ID=11883963

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1526383A Granted JPS59141622A (en) 1983-01-31 1983-01-31 Sand pile former

Country Status (1)

Country Link
JP (1) JPS59141622A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010029871A1 (en) * 2008-09-09 2010-03-18 国立大学法人三重大学 Attachment for forming crushed stone pile and crushed stone pile forming device having same
WO2012137118A1 (en) * 2011-04-04 2012-10-11 Jaron Lyell Mcmillan Machine and method for forming an in ground granular column

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5131010A (en) * 1974-09-09 1976-03-16 Obayashi Constr Co Ltd KAITEICHI BANNOKAIRYOKOHO OYOBI SONOSOCHI
JPS5164715A (en) * 1974-12-02 1976-06-04 Kensetsu Kikai Chosa Kk SANDOPAIRUKOHO
JPS5646019A (en) * 1979-09-21 1981-04-27 Nakatomi Kurimoto Constructing device for sand pile

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5131010A (en) * 1974-09-09 1976-03-16 Obayashi Constr Co Ltd KAITEICHI BANNOKAIRYOKOHO OYOBI SONOSOCHI
JPS5164715A (en) * 1974-12-02 1976-06-04 Kensetsu Kikai Chosa Kk SANDOPAIRUKOHO
JPS5646019A (en) * 1979-09-21 1981-04-27 Nakatomi Kurimoto Constructing device for sand pile

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010029871A1 (en) * 2008-09-09 2010-03-18 国立大学法人三重大学 Attachment for forming crushed stone pile and crushed stone pile forming device having same
JP2010248885A (en) * 2008-09-09 2010-11-04 Mie Univ Attachment for forming crushed stone pile and crushed stone pile forming device equipped with the attachment
WO2012137118A1 (en) * 2011-04-04 2012-10-11 Jaron Lyell Mcmillan Machine and method for forming an in ground granular column
AU2012241026B2 (en) * 2011-04-04 2014-09-11 Jaron Lyell Mcmillan Machine and method for forming an in ground granular column
US9115477B2 (en) 2011-04-04 2015-08-25 Jaron Lyell Mcmillan Machine and method for forming an in ground granular column

Also Published As

Publication number Publication date
JPS648126B2 (en) 1989-02-13

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