JPS6115206B2 - - Google Patents

Info

Publication number
JPS6115206B2
JPS6115206B2 JP12585579A JP12585579A JPS6115206B2 JP S6115206 B2 JPS6115206 B2 JP S6115206B2 JP 12585579 A JP12585579 A JP 12585579A JP 12585579 A JP12585579 A JP 12585579A JP S6115206 B2 JPS6115206 B2 JP S6115206B2
Authority
JP
Japan
Prior art keywords
pipe
sand
hollow tube
wire
fluid passage
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
JP12585579A
Other languages
Japanese (ja)
Other versions
JPS5647715A (en
Inventor
Yukio Hida
Teruhiro Tsuji
Kimitaka Tanimura
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.)
Fudo Tetra Corp
Original Assignee
Fudo Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fudo Construction Co Ltd filed Critical Fudo Construction Co Ltd
Priority to JP12585579A priority Critical patent/JPS5647715A/en
Publication of JPS5647715A publication Critical patent/JPS5647715A/en
Publication of JPS6115206B2 publication Critical patent/JPS6115206B2/ja
Granted legal-status Critical Current

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Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)

Description

【発明の詳細な説明】 この発明は、推進翼付き中空管の回転貫入、引
抜等により軟弱地盤中に砂杭を造成する工法にお
いて使用する該中空管内の砂面高さの測定装置に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for measuring the height of the sand surface inside a hollow tube used in a method of constructing sand piles in soft ground by rotating a hollow tube with propulsion vanes, pulling it out, etc. It is.

従来、推進翼付き中空管を回転させて貫入引抜
きを行なう砂杭造成工法においては、管内の砂面
高さの測定は行なわれていなかつた。又、中空管
の上端に振動機等を塔載して地中に貫入、引抜き
しつつ砂杭を造成する工法においては砂面測定装
置が使用されているが、これは回転しない中空管
に適用するものであるから、それを推進翼付き中
空管を回転して砂杭造成を行なう工法には適用で
きない。
Conventionally, in the sand pile construction method in which a hollow tube with propulsion blades is rotated to perform penetration and extraction, the height of the sand surface inside the tube has not been measured. In addition, a sand level measuring device is used in the method of building sand piles by installing a vibrator or the like on the top of a hollow tube and penetrating it into the ground and pulling it out, but this is a hollow tube that does not rotate. Therefore, it cannot be applied to the method of constructing sand piles by rotating hollow tubes with propulsion vanes.

この発明は上記の問題点を解決するものである
が、以下にその詳細を図面に基づいて説明する。
This invention solves the above problems, and details thereof will be explained below based on the drawings.

第1図においてはAはガイドレール27に沿つ
て昇降する回転駆動機で、ハウス5、電動機6、
駆動歯車7、被動歯車8、回転伝達兼流体通路1
0、流体入口19、回転ジヨイント20で構成さ
れる一般の単一軸回転用の公知の機構である。こ
の回転駆動機Aに砂投入ホツパーB、推進翼13
付き中空管Cを連結したものが貫入アタツチメン
トの概略全容であり、回転動力は電動機6、駆動
歯車7、被動歯車8、回転伝達兼流体通路10、
砂投入ホツパーB、中空管Cと伝達される。中空
管C内の砂排出促進のための管内圧縮空気は、流
体入口19に通じる気体供給弁31を経て流体通
路10内、連結パイプ28、切換弁32、中空管
吹込口29、の順に流入し、中空管C内の気密は
気密弁18、弁座17により保たれる。また、水
噴射を行う場合は弁31,32を閉じ水供給弁3
3、切換弁34を開いて圧力水を流体入口19、
通路10、パイプ28、弁34、導管35と流し
て中空管Cの下端のノズルから噴射する。
In FIG. 1, A is a rotary drive machine that moves up and down along a guide rail 27, including a house 5, an electric motor 6,
Driving gear 7, driven gear 8, rotation transmission/fluid passage 1
0, a fluid inlet 19, and a rotation joint 20, this is a general known mechanism for single-axis rotation. This rotary drive machine A has a sand feeding hopper B and a propulsion blade 13.
The entire penetrating attachment is made up of the hollow tubes C connected to each other.
It is transmitted to sand input hopper B and hollow tube C. The compressed air inside the hollow tube C for promoting sand discharge is sent through the gas supply valve 31 leading to the fluid inlet 19, into the fluid passage 10, through the connecting pipe 28, the switching valve 32, and the hollow tube inlet 29 in this order. The air flows into the hollow tube C, and the airtightness within the hollow tube C is maintained by the airtight valve 18 and the valve seat 17. In addition, when water injection is performed, valves 31 and 32 are closed and water supply valve 3 is closed.
3. Open the switching valve 34 to supply pressurized water to the fluid inlet 19;
The liquid flows through the passage 10, the pipe 28, the valve 34, and the conduit 35, and is injected from the nozzle at the lower end of the hollow tube C.

この発明はこのような動力伝達係路を貫通し、
かつ中空管C内の気密を保ちつつ中空管内の砂面
高さを測定することが本発明の砂面装定装置の目
的である。砂面高さの計測機器Dは、巻取り装置
1、ワイヤー誘導シーブ2、ワイヤー3、重錘4
により構成される。
This invention penetrates such a power transmission coupling,
The purpose of the sand level setting device of the present invention is to measure the height of the sand level inside the hollow tube while maintaining airtightness inside the hollow tube. The sand surface height measuring device D includes a winding device 1, a wire guiding sheave 2, a wire 3, and a weight 4.
Consisted of.

次に砂面計測機器Dと、前記した回転駆動機
A、砂投入ホツパーB、中空管Cとの関連につい
て説明する。
Next, the relationship between the sand level measuring device D and the above-mentioned rotary drive machine A, sand charging hopper B, and hollow tube C will be explained.

砂面装定用のワイヤー3は中空管等の全ての回
転中心を通過し、中空管C内の砂面16に至る。
すなわち、ハウス5の適宜個所に設置した巻取り
装置1からのワイヤー3は、誘導シーブ2により
回転中心に導びかれ、ガイドパイプ22、回転ジ
ヨイント23を通り、次に気密弁弁座17に固定
されたワイヤーの保護パイプ25上端部の気密孔
24を通り、砂面16に至る。図示例ではパイプ
22の回転を防ぎワイヤー3によじれを与えない
為に、パイプ22の上端部はハウス5上端部の流
体入口19に固定し、流体入口19は流体通路1
0とは回転ジヨイント20により連結し、流体通
路10が回転しても流体入口19は回転せず、従
つてパイプ22も回転しないようにする。ガイド
パイプ22は回転ジヨイント23で切れており、
それ以下のガイドパイプ下端部22′は流体通路
10に固定されており流体通路10と同一の回転
をするが、この下端部22′は極めて短い寸法に
することによりワイヤー3に与える影響を最小限
にすることができる。また、図示省略してある
が、回転する流体通路10の下端部よりガイドパ
イプ22を下方に長くし、流体通路10の下端部
とガイドパイプ22間の間げきを適当なシール材
にてシールすることもでき、このようにすればワ
イヤー3は全く回転のない径路をとることができ
る。ただしパイプ22を太くしてワイヤー3と共
回りしないようにしたときはパイプ22の下端を
通路10の下端に固定し、パイプ22の上端を通
路10の上端およびハウス5の上端に回動自在に
取付ける。前記の保護パイプ25は比較的大きな
内径を有するものであり、この為、保護パイプ2
5は中空管Cと共に回転するが、ワイヤー3は共
回りから防くことができる。この場合、パイプ2
5の上端にワイヤー3の径よりわずかに大きな気
密孔24′を設けた孔あき部材を取付けるとよ
い。気密弁18と弁座17とは、例えば第3図に
示すようなものとすることができる。すなわち、
気密弁18は、パイプ25が嵌合する切欠き部分
を有する如くして軸24を中心に下方に回動し、
弁座17は前記気密弁18の切欠き部分を補うよ
うに突出部分を設け、そこに保護パイプ25を固
定しているものである。従つて、流体出口28か
らパイプによつて中空管Cへの流体入口29へ達
した圧縮空気は、気密弁18に噴出せしめられ、
気密弁18は閉じられることになる。
The wire 3 for setting the sand surface passes through all the rotation centers of the hollow tube etc. and reaches the sand surface 16 inside the hollow tube C.
That is, the wire 3 from the winding device 1 installed at an appropriate location in the house 5 is guided to the rotation center by the guide sheave 2, passes through the guide pipe 22 and the rotation joint 23, and is then fixed to the airtight valve seat 17. The wire passes through the airtight hole 24 at the upper end of the protective pipe 25 and reaches the sand surface 16. In the illustrated example, the upper end of the pipe 22 is fixed to the fluid inlet 19 at the upper end of the house 5 in order to prevent the pipe 22 from rotating and to prevent the wire 3 from twisting.
0 through a rotation joint 20, so that even if the fluid passage 10 rotates, the fluid inlet 19 does not rotate, and therefore the pipe 22 also does not rotate. The guide pipe 22 is cut at the rotating joint 23,
The lower end 22' of the guide pipe below is fixed to the fluid passage 10 and rotates at the same time as the fluid passage 10, but this lower end 22' is made extremely short to minimize the influence on the wire 3. It can be done. Although not shown, the guide pipe 22 is extended downward from the lower end of the rotating fluid passage 10, and the gap between the lower end of the fluid passage 10 and the guide pipe 22 is sealed with an appropriate sealing material. In this way, the wire 3 can take a path with no rotation at all. However, if the pipe 22 is made thicker so that it does not rotate together with the wire 3, the lower end of the pipe 22 is fixed to the lower end of the passage 10, and the upper end of the pipe 22 is rotatably attached to the upper end of the passage 10 and the upper end of the house 5. Install. The protection pipe 25 has a relatively large inner diameter, and therefore the protection pipe 25 has a relatively large inner diameter.
5 rotates with the hollow tube C, but the wire 3 can be prevented from co-rotating. In this case, pipe 2
It is preferable to attach a perforated member having an airtight hole 24' slightly larger than the diameter of the wire 3 to the upper end of the wire 5. The airtight valve 18 and the valve seat 17 may be as shown in FIG. 3, for example. That is,
The airtight valve 18 has a notch into which the pipe 25 fits, and rotates downward around the shaft 24.
The valve seat 17 is provided with a protruding portion to supplement the notch portion of the airtight valve 18, and the protective pipe 25 is fixed thereto. Therefore, the compressed air that has reached the fluid inlet 29 to the hollow tube C from the fluid outlet 28 via the pipe is blown out to the airtight valve 18.
The airtight valve 18 will be closed.

次に、砂面高さの計測機器Dについて説明す
る。
Next, the sand surface height measuring device D will be explained.

例1・中空管C内の変動する砂面レベル検出端
として重錘4を電極錘として用い、この重錘4を
絶縁体で被覆したワイヤー3で吊り下げ、この被
覆ワイヤー3を誘導シーブ2で誘導して巻取り装
置1によつて巻取り巻戻すようなすと共に、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装置の駆動を
制御して電極錘が変動する砂面に常時追従するよ
うにし、上記ワイヤーの移動量を巻取り装置の回
転量に換え、さらにこれを巻取り装置に関連させ
たポテンシヨメーターから中空管内の砂量に比例
した出力電圧を得るように構成した砂面高さ計測
装置とすることができる。合わせて、該中空管の
先端部の地中深さを連続的に検知するよう構成し
た深度計とを具備することにより、中空管の各地
中深度における造成される砂杭の単位長さ当りの
排出砂量等が検知できる。
Example 1: A weight 4 is used as an electrode weight at the detection end of the changing sand surface level in the hollow tube C. The weight 4 is suspended by a wire 3 covered with an insulator, and the covered wire 3 is connected to the induction sheave 2. In addition to winding and unwinding by the winding device 1, an electrode weight, a coated wire, a control device, an electrically conductive inner wall of the hollow tube, sand containing water inside the hollow tube, and an electrode weight are introduced. By forming an electric circuit, the contact/non-contact of the electrode weight with the sand surface performs a switching action, and this switching action controls the drive of the winding device so that the electrode weight is constantly connected to the fluctuating sand surface. The amount of movement of the wire was converted into the amount of rotation of the winding device, and this was further configured to obtain an output voltage proportional to the amount of sand in the hollow tube from a potentiometer associated with the winding device. It can be used as a sand surface height measuring device. In addition, by providing a depth gauge configured to continuously detect the underground depth at the tip of the hollow pipe, the unit length of the sand pile to be constructed at each intermediate depth of the hollow pipe can be adjusted. The amount of sand discharged per hit can be detected.

例2・この場合は、巻取り装置を高トルク、低
トルクの2段階の異なるトルクにて巻取るように
し、ここに高トルク>重錘の重量にて発生するト
ルク>低トルクの関係を満足させるように設定す
る。従つて、砂投入ホツパーより中空管内に砂を
投入する場合は巻取り装置に高トルクを発生さ
せ、重錘を巻き上げる(重錘はこの時第1図の保
護パイプ25内まで巻上げられる)。次に砂の投
入が終れば巻取り装置に低トルクを発生させる。
すると、重錘の重量にて発生するトルクは前記の
低トルクよりも大きいため、重錘はワイヤーに一
定の張力を与えつつ降下することになる。そし
て、中空管内の砂面に到達して止まり、以後、砂
面位置が下がるごとに重錘は追従して降下するこ
とになり、中空管内の砂面を逐次検出することが
できるものである。これ以降ワイヤーの移動量を
巻取装置の回転量に変換すること、又中空管の地
中深度と関連させること等については例1の場合
と同様である。
Example 2 - In this case, the winding device is set to wind at two different torque levels, high torque and low torque, and the relationship of high torque > torque generated by the weight of the weight > low torque is satisfied. Set it so that Therefore, when sand is introduced into the hollow tube from the sand input hopper, a high torque is generated in the winding device to wind up the weight (at this time, the weight is wound up into the protective pipe 25 in FIG. 1). Next, once the sand has been added, a low torque is generated in the winding device.
Then, since the torque generated by the weight of the weight is larger than the above-mentioned low torque, the weight descends while applying a constant tension to the wire. The weight then stops when it reaches the sand surface inside the hollow tube, and thereafter, each time the sand surface position lowers, the weight follows and descends, making it possible to sequentially detect the sand surface inside the hollow tube. From this point on, converting the amount of movement of the wire into the amount of rotation of the winding device, relating it to the underground depth of the hollow tube, etc. is the same as in Example 1.

以上により、本発明装置を詳細に説明したが、
次に第2図には、変形例による装置を示す。第2
図に示す装置は、第1図と相異する個所のみにつ
いて説明する。
The device of the present invention has been explained in detail above, but
Next, FIG. 2 shows a modified example of the device. Second
Only the parts of the apparatus shown in the figure that are different from those in FIG. 1 will be described.

第2図に示す装置の回転駆動機A′は2軸を回
転駆動せしめられるよう構成された一般的なもの
である。従つて本発明で意図する所は、複数の駆
動歯車7からの回転駆動力を複数の被動歯車8,
9で選択して伝達させようとするものである。こ
の場合被動歯車8aは前記被動歯車8に噛合して
いる。第2図に示した場合においては、ハウス5
の開口11に嵌合した中空管C′の上端部の外周
の被動歯車9が電動機6からの駆動力を中空管
C′に伝達している。この場合は低速回転・高ト
ルク用である。そして、この場合、回転伝達兼流
体通路10は、被動歯車8aの存在で下の中空管
C′とは逆の回転を行なうが、上下の回転ジヨイ
ント20,21により何ら支障はない。また、中
空管C′を低トルクで高速回転させる場合は第2
図に示す中空管C′を取外し、図示省略してある
別の中空管の上端を回転伝達兼流体通路10に固
定し、中空管を上部の駆動歯車7、被動歯車8
a,8で駆動し、下部の駆動歯車7は遊びとな
る。この場合、通路10が中空管とともに回転す
るので第1図の場合とほぼ同様の機構となる。
The rotary drive machine A' of the apparatus shown in FIG. 2 is a general type that is configured to rotate two shafts. Therefore, what is intended in the present invention is to transfer the rotational driving force from the plurality of drive gears 7 to the plurality of driven gears 8,
9 to select and transmit. In this case, the driven gear 8a meshes with the driven gear 8. In the case shown in Figure 2, house 5
A driven gear 9 on the outer periphery of the upper end of the hollow tube C′ fitted in the opening 11 of the hollow tube C′ transfers the driving force from the electric motor 6 to the hollow tube
It is transmitted to C′. In this case, it is for low speed rotation and high torque. In this case, the rotation transmission/fluid passage 10 is connected to the lower hollow tube due to the presence of the driven gear 8a.
Although the rotation is opposite to C', there is no problem due to the upper and lower rotation joints 20 and 21. In addition, when rotating the hollow tube C′ at high speed with low torque, the second
The hollow tube C' shown in the figure is removed, the upper end of another hollow tube (not shown) is fixed to the rotation transmission/fluid passage 10, and the hollow tube is connected to the upper driving gear 7 and the driven gear 8.
a, 8, and the lower drive gear 7 has play. In this case, since the passage 10 rotates together with the hollow tube, the mechanism is almost the same as that shown in FIG.

上記のようなこの発明による装置によれば、推
進翼付き中空管を回転貫入、引抜き等により軟弱
地盤中に砂杭を造成する工法においても、砂面高
さ計測装置は何ら回転に関係なく、管内砂面計測
を行なうことができる。推進翼付き中空管が回転
を続けている際に合わせて、該管内を圧縮空気に
て圧気できる等の効果が得られる。
According to the device according to the present invention as described above, even in the method of constructing sand piles in soft ground by rotating a hollow tube with propulsion vanes, pulling it out, etc., the sand surface height measuring device can be used regardless of the rotation. , it is possible to measure the sand surface inside the pipe. As the hollow tube with propulsion vanes continues to rotate, the inside of the tube can be pressurized with compressed air.

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

第1図、第2図は本発明装置の各実施例の縦断
側面図、第3図は気密弁と弁座の分解斜視図であ
る。 1……巻取り装置、2……ワイヤー誘導シー
ブ、3……ワイヤー、4……重錘、5……ハウ
ス、9……流体入口、10……回転伝達兼流体通
路、19……流体入口、20,23……回転ジヨ
イント、22……ガイドパイプ、24……気密
孔、25……保護パイプ、A……回転駆動機、B
……砂投入ホツパー、C……中空管、D……計測
機器。
1 and 2 are longitudinal sectional side views of each embodiment of the device of the present invention, and FIG. 3 is an exploded perspective view of an airtight valve and a valve seat. 1... Winding device, 2... Wire guiding sheave, 3... Wire, 4... Weight, 5... House, 9... Fluid inlet, 10... Rotation transmission and fluid passage, 19... Fluid inlet , 20, 23... Rotating joint, 22... Guide pipe, 24... Airtight hole, 25... Protective pipe, A... Rotating drive machine, B
...Sand charging hopper, C...Hollow tube, D...Measuring equipment.

Claims (1)

【特許請求の範囲】[Claims] 1 砂杭造成用の中空管を回転貫入ならびに引抜
きを行い軟弱地盤中に砂杭を造成する砂杭造成装
置において、回転駆動機により駆動される筒状の
回転伝達兼流体通路と中空管の上部とを共に回転
するように連結し、回転伝達兼流体通路の上端に
は回転駆動機のハウスに固定した流体入口を回転
ジヨイントを介して連結し、回転伝達兼流体通路
内に取付けたガイドパイプの下端部は前記回転伝
達兼流体通路の下端から中空管内に突出させ、ガ
イドパイプの下方にある気密弁部には保護パイプ
を中空管と同心に設け、ハウス等に設けた巻取り
装置からワイヤー誘導シープにより中空管と同心
になるように垂下させたワイヤーはガイドパイプ
内を遊嵌せしめて保護パイプ内を通し、このワイ
ヤーの下端に砂面検出用の重錘を取付けた砂面高
さ測定装置。
1. In a sand pile construction device that creates sand piles in soft ground by rotating and pulling out hollow pipes for sand pile construction, a cylindrical rotation transmission/fluid passage driven by a rotary drive machine and a hollow pipe are used. A fluid inlet fixed to the house of the rotary drive machine is connected to the upper end of the rotation transmission/fluid passage via a rotation joint, and a guide installed in the rotation transmission/fluid passage. The lower end of the pipe protrudes into the hollow pipe from the lower end of the rotation transmission/fluid passage, a protective pipe is provided concentrically with the hollow pipe in the airtight valve section below the guide pipe, and a winding device is installed in a house, etc. A wire is hung concentrically with the hollow tube using a wire guide sheep, and is loosely fitted into the guide pipe and passed through the protective pipe.A weight for detecting the sand surface is attached to the lower end of the wire. Height measuring device.
JP12585579A 1979-09-27 1979-09-27 Measuring device for height of sand surface Granted JPS5647715A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12585579A JPS5647715A (en) 1979-09-27 1979-09-27 Measuring device for height of sand surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12585579A JPS5647715A (en) 1979-09-27 1979-09-27 Measuring device for height of sand surface

Publications (2)

Publication Number Publication Date
JPS5647715A JPS5647715A (en) 1981-04-30
JPS6115206B2 true JPS6115206B2 (en) 1986-04-23

Family

ID=14920602

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12585579A Granted JPS5647715A (en) 1979-09-27 1979-09-27 Measuring device for height of sand surface

Country Status (1)

Country Link
JP (1) JPS5647715A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0210890A (en) * 1988-06-29 1990-01-16 Nec Corp High density mounting structure for integrated circuit

Also Published As

Publication number Publication date
JPS5647715A (en) 1981-04-30

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