JPS6152286B2 - - Google Patents
Info
- Publication number
- JPS6152286B2 JPS6152286B2 JP12585879A JP12585879A JPS6152286B2 JP S6152286 B2 JPS6152286 B2 JP S6152286B2 JP 12585879 A JP12585879 A JP 12585879A JP 12585879 A JP12585879 A JP 12585879A JP S6152286 B2 JPS6152286 B2 JP S6152286B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- hollow
- guide pipe
- pipe
- sand pile
- 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
Links
- 239000004576 sand Substances 0.000 claims description 46
- 238000010276 construction Methods 0.000 claims description 16
- 230000005540 biological transmission Effects 0.000 claims description 12
- 239000011796 hollow space material Substances 0.000 claims 1
- 238000004804 winding Methods 0.000 description 7
- 238000001514 detection method Methods 0.000 description 6
- 238000005299 abrasion Methods 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- -1 gravel Substances 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
この発明は、軟弱地盤中に多数の砂杭を造成し
て軟弱地盤を改良する工法に使用する砂杭造成装
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 used in a construction method for improving soft ground by constructing a large number of sand piles in the soft ground.
従来、外周にらせん状の推進翼を設けた中空管
を回転させながら地盤中に貫入させ、その後、中
空管を回転させながら引抜き砂杭を造成する技術
があるが、1本の砂杭造成終了後使用した砂の総
量を知る管理法であつた。そのため、砂杭造成中
の砂の排出状態は操作者の勘に頼るほか術がな
く、砂杭が途中で細くくびれたり、切れたりして
砂杭造成上問題があつた。 Conventionally, there is a technology in which a hollow tube with spiral propulsion blades on its outer periphery is penetrated into the ground while rotating, and then pulled out while rotating the hollow tube to create a sand pile. This was a management method that determined the total amount of sand used after construction was completed. For this reason, the operator had no choice but to rely on the intuition of the operator regarding the condition of sand discharge during sand pile construction, which caused problems in the construction of sand piles, such as the sand pile becoming narrow or broken in the middle.
この発明は上記の問題を解決して良好な砂杭を
造成できる砂杭造成装置を提供するものである。 The present invention solves the above problems and provides a sand pile construction device that can create good sand piles.
以下にこの発明の詳細を添附図に示す実施例に
基づいて説明する。 The details of the present invention will be explained below based on embodiments shown in the accompanying drawings.
図において、Aは砂杭造成用中空管であつて、
下方より上方に向かつて推進翼18付き中空管
1、ホツパー2、短管3より構成されている。中
空管1とホツパー2とはフランジにて連結し、ま
た、ホツパー2と短管3とは放射状に配置したパ
イプ4、リブ5,6によつて結合する。砂杭造成
用中空管Aは上記の構成のほかに、中空管1の周
面に窓を設け、ホツパー2をその外周に固定した
ものなど、図示以外にも種々の構成が考えられ
る。 In the figure, A is a hollow pipe for constructing sand piles,
It consists of a hollow tube 1 with propulsion blades 18, a hopper 2, and a short tube 3 in order from the bottom to the top. The hollow tube 1 and the hopper 2 are connected by a flange, and the hopper 2 and the short tube 3 are connected by a pipe 4 and ribs 5 and 6 arranged radially. In addition to the configuration described above, the hollow tube A for sand pile construction may have various configurations other than those shown in the drawings, such as one in which a window is provided on the circumferential surface of the hollow tube 1 and a hopper 2 is fixed to the outer circumference thereof.
Bは砂杭造成用中空管Aを回転させる駆動機
で、モーター7よりの駆動力を減速機8、歯車
9,10と伝達させ、この歯車10と一体結合し
た筒状の中空伝達軸11へ伝達させている。この
中空伝達軸11の下端は上記砂杭造成用中空管A
の上端とフランジ連結し、砂杭造成用中空管Aを
回転させる構成となつている。なお、12はモー
タ7、歯車9,10などを取付けたハウスであ
る。 B is a drive machine that rotates the hollow pipe A for sand pile construction, which transmits the driving force from the motor 7 to a reducer 8 and gears 9 and 10, and a cylindrical hollow transmission shaft 11 that is integrally connected to the gear 10. It is being transmitted to. The lower end of this hollow transmission shaft 11 is connected to the hollow pipe A for sand pile construction.
The pipe is connected to the upper end of the pipe by a flange, and the hollow pipe A for sand pile construction is rotated. Note that 12 is a house in which the motor 7, gears 9, 10, etc. are mounted.
Cは中空管1内の砂面を検出する砂面検出装置
である。すなわち、砂面を探知する重錘13をワ
イヤー14で吊り下げ、このワイヤー14をシー
ブ16を経て巻取りドラム15にて巻取り、巻戻
される構成である。この巻取りドラム15は図示
の如くハウス12上に設けても良く、他に駆動機
Bを沿わせるリーダー17の下方部などの非回転
部を設けても良い。後者の場合、適当な個数のシ
ーブによりワイヤー14を巻取りドラム15まで
誘導することは勿論である。 C is a sand surface detection device that detects the sand surface inside the hollow tube 1. That is, a weight 13 for detecting the sand surface is suspended by a wire 14, and the wire 14 is wound up by a winding drum 15 via a sheave 16 and rewound. The winding drum 15 may be provided on the house 12 as shown in the drawing, or may be provided with a non-rotating portion such as a lower portion of the leader 17 along which the driving machine B is placed. In the latter case, it goes without saying that the wire 14 is guided to the winding drum 15 by an appropriate number of sheaves.
Dは誘導パイプである。このパイプDは前記ワ
イヤー14を上記中空伝達軸11内へ適正に挿入
できる他、中空伝達軸11内でのワイヤー14の
適正な誘導も行なえる。一般に駆動機B付近には
動力用キヤブタイヤー、エヤーホースがあると共
に、ホツパー2に砂供給を行なう昇降バケツトか
らの砂の飛散等、上記ワイヤー14を中空伝達軸
11に挿入するまでの間に種々の悪影響要素が存
在し、そのためワイヤー14がねじられたり、摩
耗したり、引つかかつたりして損傷すると共に中
空管1内の砂面検出にも狂いが生じるおそれがあ
る。誘導パイプDは上記問題からワイヤー14を
保護する役目も負う。 D is a guide pipe. This pipe D can not only properly insert the wire 14 into the hollow transmission shaft 11 but also properly guide the wire 14 within the hollow transmission shaft 11. In general, there are power cab tires and air hoses near the drive machine B, and there are various negative effects such as sand scattering from the lifting bucket that supplies sand to the hopper 2, etc., before the wire 14 is inserted into the hollow transmission shaft 11. The presence of such elements may cause the wire 14 to be damaged by twisting, abrasion, or sticking, and may also cause errors in the detection of the sand level within the hollow tube 1. The guide pipe D also serves to protect the wire 14 from the above problems.
上記誘導パイプDを第2図のように中空伝達軸
11に固定したり、短管3を固定したりすると、
誘導パイプDが中空管A等と共に回転するので、
ワイヤー14も共に回転してねじれ、適正な砂面
測定が困難となる。 When the guide pipe D is fixed to the hollow transmission shaft 11 as shown in FIG. 2, or the short pipe 3 is fixed,
Since the guide pipe D rotates together with the hollow pipe A, etc.,
The wire 14 also rotates and twists, making it difficult to properly measure the sand surface.
この発明では上記の問題をなくするために第1
図のように誘導パイプDを回転しないハウス12
のような部分に固定して、中空管Aが回転しても
誘導パイプDが回転しないようにする。また、誘
導パイプDは図示例のような1本型の他の数本を
ネジ連結したものを用いる場合もある。 In this invention, in order to eliminate the above problem, the first
House 12 that does not rotate the guide pipe D as shown in the diagram
It is fixed to a part such as , so that the guide pipe D does not rotate even if the hollow tube A rotates. In addition, the guide pipe D may be of a single type as shown in the illustrated example, or may be a combination of several pipes connected by screws.
なお、該誘導パイプDの下方の中空管1上端付
近まで延長させると、ホツパー2の流下砂からワ
イヤー14を保護する機能もあわせて得られる。 In addition, if the guide pipe D is extended to near the upper end of the hollow tube 1 below, the function of protecting the wire 14 from the sand flowing down from the hopper 2 can also be obtained.
次に上記の砂面検出装置の作動について説明す
る。 Next, the operation of the above sand surface detection device will be explained.
例 1
巻取りドラムに連結してあるトルクモーターを
2段階(高トルク及び低トルク)にて制御する
と、高トルク時は重錘で発生するトルクに勝つて
巻上げ、低トルク時は重錘で発生するトルクに負
けて巻下げとなり、重錘は中空管内の刻々と変動
する砂面を探知することができる。Example 1 If the torque motor connected to the winding drum is controlled in two stages (high torque and low torque), when the torque is high, the torque generated by the weight is overcome and the winding is performed, and when the torque is low, the torque generated by the weight is generated. The weight is lowered due to the applied torque, and the weight is able to detect the ever-changing sand surface inside the hollow tube.
例 2
重錘を電極錘として用い、ワイヤーを絶縁体で
被覆し、該電極錘−被覆ワイヤー−制御装置−中
空管の導電性を有する内壁−中空管内部の水分を
含む砂−電極錘よりなる電気回路を形成して、電
極錘の砂面との接触・不接触がスイツチング作用
を行なうようにし、このスイツチング作用が巻取
りドラムに連結してあるモーターの駆動を制御す
ると、電極錘は中空管内の刻々と変動する砂面を
探知することができる。Example 2 A weight is used as an electrode weight, a wire is covered with an insulator, and the electrode weight - covered wire - control device - conductive inner wall of a hollow tube - sand containing moisture inside the hollow tube - electrode weight By forming an electric circuit, the contact/non-contact of the electrode weight with the sand surface performs a switching action, and when this switching action controls the drive of the motor connected to the winding drum, the electrode weight It is possible to detect the ever-changing sand surface inside the hollow tube.
しかし上記例1例2の巻取りドラムの回転量を
送信用、受信用のシンクロナイズモーターなどを
経由させ記録紙に描かせたり、オペレーシヨンメ
ーターに表示させれば、操作者は砂杭造成時に、
中空管内の砂の排出状況を刻々と知ることができ
る。 However, if the rotation amount of the winding drum in Examples 1 and 2 above is drawn on a recording paper via a synchronized motor for transmission and reception, or displayed on an operation meter, the operator can
You can know the status of sand discharge inside the hollow tube every moment.
この発明の砂杭造成装置によれば、前記のよう
に回転する中空管を使用して砂杭造成にあたり、
管内の砂の排出状況を砂面検出装置にて刻々知る
ことができ、また誘導パイプを設けているので駆
動機付近に存在する上記種々の悪影響要素を排除
して砂面検出用のワイヤーが適正に誘導されるも
のであるが、特にこの発明の場合、誘導パイプを
駆動機を収納したハウスのような不回転部分に固
定して、中空管が回転しても誘導パイプは回転し
ないようにしてあるから、ワイヤーがねじれるお
それがなく、正確な検出が行われる。従つて良好
な砂杭を造成することができる。なお、以上のこ
の発明の砂杭造成装置は砂杭である砂に代えて、
砕石、砂利、鉱滓その他適当な砂類似材料を用い
ての造成に使用できることは勿論である。 According to the sand pile construction device of the present invention, when constructing a sand pile using the rotating hollow tube as described above,
The sand level detection device allows you to know the status of sand discharge inside the pipe from time to time, and since a guide pipe is installed, the various negative factors mentioned above that exist near the drive machine can be eliminated, and the wire for sand level detection can be adjusted appropriately. However, especially in the case of this invention, the guide pipe is fixed to a non-rotating part such as a house housing the drive machine, so that the guide pipe does not rotate even if the hollow tube rotates. This eliminates the risk of wire twisting and ensures accurate detection. Therefore, good sand piles can be created. In addition, in the above-mentioned sand pile construction device of this invention, instead of sand which is a sand pile,
Of course, it can be used for construction using crushed stone, gravel, slag, or other suitable sand-like materials.
第1図はこの発明の装置の実施例を示す縦断正
面図、第2図は誘導パイプが中空管と共に回転す
るものを示す縦断正面図である。
1……中空管、11……中空伝達軸、14……
ワイヤー、18……推進翼、D……誘導パイプ。
FIG. 1 is a longitudinal sectional front view showing an embodiment of the apparatus of the present invention, and FIG. 2 is a longitudinal sectional front view showing one in which the guide pipe rotates together with the hollow tube. 1...Hollow tube, 11...Hollow transmission shaft, 14...
Wire, 18...Propulsion blade, D...Guidance pipe.
Claims (1)
を行つて軟弱地盤に砂杭を造成する砂杭造成装置
であつて、前記中空管の上端に連結した中空伝達
軸の上端から中空伝達軸内を通り中空間の上端内
に達する誘導パイプを設け、この誘導パイプ内に
砂面検出用のワイヤーを適宜の遊びを存してそう
入したものにおいて、前記誘導パイプの所要部を
前記中空伝達軸を駆動する駆動機を収納したハウ
スのような不回転部分に取付けて、中空管や中空
伝達軸が回転しても誘導パイプは回転しないよう
にした砂杭造成装置。1. A sand pile construction device that creates sand piles in soft ground by rotating and pulling out hollow pipes for sand pile creation, the equipment being a sand pile construction device that creates sand piles in soft ground by rotating and pulling out a hollow pipe for sand pile creation, the hollow transmission shaft being connected to the top end of the hollow transmission shaft connected to the top end of the hollow pipe. A guide pipe is provided that passes through the inner space and reaches the upper end of the hollow space, and a wire for detecting the sand surface is inserted into the guide pipe with an appropriate play, and a necessary part of the guide pipe is connected to the hollow transmission A sand pile construction device that is installed in a non-rotating part such as a house that houses the driving machine that drives the shaft, so that the guide pipe does not rotate even if the hollow tube or hollow transmission shaft rotates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12585879A JPS5648429A (en) | 1979-09-27 | 1979-09-27 | Sand pile forming system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12585879A JPS5648429A (en) | 1979-09-27 | 1979-09-27 | Sand pile forming system |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5648429A JPS5648429A (en) | 1981-05-01 |
JPS6152286B2 true JPS6152286B2 (en) | 1986-11-12 |
Family
ID=14920678
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12585879A Granted JPS5648429A (en) | 1979-09-27 | 1979-09-27 | Sand pile forming system |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5648429A (en) |
-
1979
- 1979-09-27 JP JP12585879A patent/JPS5648429A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5648429A (en) | 1981-05-01 |
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