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JPS6046211B2 - Cylindrical pile rotation press fitting method - Google Patents
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JPS6046211B2 - Cylindrical pile rotation press fitting method - Google Patents

Cylindrical pile rotation press fitting method

Info

Publication number
JPS6046211B2
JPS6046211B2 JP56177150A JP17715081A JPS6046211B2 JP S6046211 B2 JPS6046211 B2 JP S6046211B2 JP 56177150 A JP56177150 A JP 56177150A JP 17715081 A JP17715081 A JP 17715081A JP S6046211 B2 JPS6046211 B2 JP S6046211B2
Authority
JP
Japan
Prior art keywords
cylindrical pile
press
fitted
cylindrical
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
Application number
JP56177150A
Other languages
Japanese (ja)
Other versions
JPS5880026A (en
Inventor
俊多 白石
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.)
SHIRAISHI FOUND
Original Assignee
SHIRAISHI FOUND
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 SHIRAISHI FOUND filed Critical SHIRAISHI FOUND
Priority to JP56177150A priority Critical patent/JPS6046211B2/en
Publication of JPS5880026A publication Critical patent/JPS5880026A/en
Publication of JPS6046211B2 publication Critical patent/JPS6046211B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/22Placing by screwing down

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 この発明は、既製円筒杭を無排土、無振動、無騒音状
態で地中に圧入することがきる円筒抗回転圧入方法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cylindrical anti-rotation press-fitting method that allows ready-made cylindrical piles to be press-fitted into the ground without removing soil, without vibration, and without noise.

次にこの発明を図示の例によつて詳細に説明する。 Next, the present invention will be explained in detail using illustrated examples.

図面はこの発明を実施する場合に用いる円筒杭圧入装
置の一例を示すものであつて、伸縮式タワー5および控
え柱6を有するクローラベースマシン7の前部に、左右
方向に間隔をおいて配置された複数の垂直なガイドレー
ル8を備えている保持フレーム9が固定され、その保持
フレーム9の左右両側に昇降自在に嵌設された支脚10
の上端部と保持フレーム9の上部とは支脚昇降用液圧シ
リンダ11を介して連結され、かつ環状の昇降フレーム
12の左右両側に一体に設けられたガイド部材13は、
前記ガイドレール8に昇降自在に嵌合され、さらに昇降
フレーム12の上部にはフレーム昇降用シリンダ14に
おけるピストン杆の下端部が連結され、その液圧シリン
ダ14におけるシリンダの下端部は前記保持フレーム9
の上端部に固定されている。
The drawing shows an example of a cylindrical pile press-in device used to carry out the present invention, and is arranged at the front part of a crawler base machine 7 having a telescoping tower 5 and a buttress column 6 at intervals in the left and right direction. A holding frame 9 equipped with a plurality of vertical guide rails 8 is fixed, and support legs 10 are fitted on both left and right sides of the holding frame 9 so as to be able to rise and fall freely.
The upper end portion and the upper part of the holding frame 9 are connected via a hydraulic cylinder 11 for lifting and lowering the supporting leg, and guide members 13 are integrally provided on both left and right sides of the annular lifting frame 12.
The lower end of the piston rod of the frame elevating cylinder 14 is connected to the upper part of the elevating frame 12, and the lower end of the cylinder of the hydraulic cylinder 14 is fitted to the guide rail 8 so as to be movable up and down.
is fixed to the upper end of the

環状回転体15は、前記昇降フレーム12内に配置さ
れて軸受16を介して回転自在にかつ昇降不能に支承さ
れ、前記環状回転体15の上部には、前記軸受16と同
心的に配置された環状従動歯車17が固定され、前記昇
降フレーム12の上部の周囲には液圧モータからなる多
数の回転用駆動装置18が固定され、その駆動装置18
の回転軸に固定されたピニオン19は環状従動歯車17
に噛み合わされ、さらに環状回転体15には外管20の
下部が固定され、その外管20の下端部には環状の下部
杭ガイド部21が固定され、また外管20の上端部には
、環状のチャック装置22のケーシング23がボルトに
より着脱自在に固定され、そのチャック装置22は、放
射状に配置されてケーシング23に固定された4つのチ
ャック用液圧シリンダ24とその液圧シリンダ24のピ
ストン杆に固定されたチャック片25とにより構成され
ている。
The annular rotating body 15 is disposed within the elevating frame 12 and supported via a bearing 16 so as to be rotatable and non-elevating. An annular driven gear 17 is fixed, and a large number of rotational drive devices 18 consisting of hydraulic motors are fixed around the upper part of the lifting frame 12.
The pinion 19 fixed to the rotating shaft of the annular driven gear 17
Further, the lower part of the outer tube 20 is fixed to the annular rotating body 15, the lower end of the outer tube 20 is fixed to the annular lower pile guide part 21, and the upper end of the outer tube 20 is fixed to the lower part of the outer tube 20. A casing 23 of an annular chuck device 22 is detachably fixed with bolts, and the chuck device 22 includes four chuck hydraulic cylinders 24 arranged radially and fixed to the casing 23 and a piston of the hydraulic cylinders 24. It is composed of a chuck piece 25 fixed to the rod.

前記外管20内に同心的に配置された有底鋼製内管2
の下端部に係合用突出部26が設けられ、螺施翼を有す
るポーリングヘッド1の上部には前記突出部26に係合
する係合用凹部27が設けられ、前記ポーリングヘッド
1は内管2の下端部に相対回動不能にかつ着脱自在に嵌
合され、さらに内管2の下端部の周囲には小径送水孔2
8が設けられ、前記ポーリングヘッド1は回転力を付与
することにより地中に貫入されていく性能を有する。
A steel inner tube 2 with a bottom is arranged concentrically within the outer tube 20.
An engagement protrusion 26 is provided at the lower end of the polling head 1 , and an engagement recess 27 that engages with the protrusion 26 is provided at the upper part of the polling head 1 having screw wings. It is fitted to the lower end of the inner pipe 2 in a relatively unrotatable and removable manner, and furthermore, around the lower end of the inner pipe 2 there are small diameter water supply holes 2.
8 is provided, and the polling head 1 has the ability to penetrate into the ground by applying rotational force.

外周に4本の縦溝29を有する案内管30の下端部に非
円形断面の連結軸31が固定され、その連結軸31は、
前記内管2の上端に固定された連結筒32の非円形孔3
3に回動不能に嵌挿され、前記連結軸31と連結筒32
とにわたつて連結ピン34が嵌挿され、かつ前記外管2
0の外面にはスイベルジヨイント35が取付けられ、液
圧ユニット(図示を省略した)から送られる圧液はスイ
ベルジヨイント35を経てチャック用液圧シリンダ24
に供給され、その液圧シリンダ24によりチャック片2
5が前記縦溝29の底部に圧着される。
A connecting shaft 31 with a non-circular cross section is fixed to the lower end of a guide tube 30 having four longitudinal grooves 29 on its outer periphery.
Non-circular hole 3 of the connecting tube 32 fixed to the upper end of the inner tube 2
3, and the connecting shaft 31 and the connecting cylinder 32
The connecting pin 34 is fitted over the outer tube 2.
A swivel joint 35 is attached to the outer surface of the chuck 0, and the pressure fluid sent from a hydraulic unit (not shown) passes through the swivel joint 35 to the chuck hydraulic cylinder 24.
is supplied to the chuck piece 2 by its hydraulic cylinder 24.
5 is crimped onto the bottom of the vertical groove 29.

なお前記円筒杭回転圧入装置における保持フレーム9、
昇降フレーム12、環状回転体15、外管20、チャッ
ク装置22、案内管30等は鋼材により製作される。
Note that the holding frame 9 in the cylindrical pile rotation press-fitting device,
The lifting frame 12, the annular rotating body 15, the outer tube 20, the chuck device 22, the guide tube 30, etc. are made of steel.

前述のように構成された円筒杭回転圧入装置を使用して
、既製円筒杭を地中に回転圧入する場合は、円筒杭3を
内管2の外側に嵌設すると共に円筒杭3の下端面をポー
リングヘッド1の上部平面に載置し、かつ内管2と円筒
杭3との管状間隙に砂またはその他の細粒状摩擦材4を
注入充填し、その摩擦材4の摩擦力により内管2と円筒
杭3とを一体化し、内管2を回転圧入することにより、
円筒杭に対し、その外周面に作用する地盤の摩擦力より
大きい回転圧入を伝達させる。
When rotary press-fitting a ready-made cylindrical pile into the ground using the cylindrical pile rotary press-fitting device configured as described above, the cylindrical pile 3 is fitted on the outside of the inner pipe 2, and the lower end surface of the cylindrical pile 3 is is placed on the upper plane of the polling head 1, and sand or other fine-grained friction material 4 is injected and filled into the tubular gap between the inner tube 2 and the cylindrical pile 3, and the frictional force of the friction material 4 causes the inner tube 2 to By integrating the and cylindrical pile 3 and rotating and press-fitting the inner pipe 2,
Transmits a rotational press-fit force greater than the ground friction force acting on the outer circumference of the cylindrical pile to the cylindrical pile.

次に各回転用駆動装置18を運転して、環状回転体15
を回転することにより、外管20、チャック装置22、
案内管30等を介して内管2を低速度で回転させ、かつ
その内管2により摩擦材4を介して円筒杭3を回転させ
ると共にポーリングヘッド1を回転させ、さらにフレー
ム昇降用液圧.シリンダ14を伸長して昇降フレーム1
2および環状回転体18を下降していくことにより、ポ
ーリングヘッド1によつて地中に孔を形成しながら、円
筒杭3を地中に回転圧入していく。
Next, each rotation drive device 18 is operated to rotate the annular rotating body 15.
By rotating the outer tube 20, the chuck device 22,
The inner tube 2 is rotated at a low speed via the guide tube 30, etc., and the inner tube 2 rotates the cylindrical pile 3 via the friction material 4, and the polling head 1 is also rotated. Extend the cylinder 14 and lift the lift frame 1
2 and the annular rotating body 18 are lowered, the cylindrical pile 3 is rotationally press-fitted into the ground while forming a hole in the ground by the polling head 1.

所定ストロークの回転圧入が行なわれたのち、・チャッ
ク用液圧シリンダ24を短縮してチャック装置22を解
放し、次いでフレーム昇降用液圧シリンダ14を短縮し
て、昇降フレーム12およびこれにより支持されている
環状回転体15、外管20、チャック装置22等を上限
位置まで上昇移動させる。
After a predetermined stroke of rotational press-fitting is performed, the chuck hydraulic cylinder 24 is shortened to release the chuck device 22, and then the frame lifting hydraulic cylinder 14 is shortened to open the lifting frame 12 and the parts supported thereby. The annular rotating body 15, outer tube 20, chuck device 22, etc. are moved upward to the upper limit position.

次にチャック装置により案内管30を把持したのち、再
び前述のようにして円筒杭3の回転圧入を行なう。
Next, the guide tube 30 is gripped by the chuck device, and then the cylindrical pile 3 is rotated and press-fitted again as described above.

円筒杭3を所定深さまで圧入したのち、案内管30の上
端部から内管2内に送水し、その水を送水孔28から内
管2と円筒杭3との間を通つて上昇流動させることによ
り、前記摩擦材4を洗い出)し、次いで前記タワー5の
上部に設けられているクレーン36により案内管30お
よび内管2を吊上げて、内管2を円筒杭3から抜取る。
After the cylindrical pile 3 is press-fitted to a predetermined depth, water is sent from the upper end of the guide pipe 30 into the inner pipe 2, and the water is caused to flow upward through the water supply hole 28 between the inner pipe 2 and the cylindrical pile 3. The friction material 4 is washed out), and then the guide tube 30 and the inner tube 2 are lifted up by the crane 36 provided at the upper part of the tower 5, and the inner tube 2 is extracted from the cylindrical pile 3.

この発明を実施する場合、鋼製内管2の外周面および円
筒杭3の内周面に多数の突起または粗面・を形成して、
摩擦力を増大させるようにしてもよく、また前記縦溝2
9およびチャック用液圧シリンダ24の数を増減変更し
てもよく、さらに前記送水孔28の径を少し大きくして
、そこに摩擦材漏洩防止用フィルタを取付けてもよい。
なお、円筒杭3としては、コンクリートまたは他の任意
材質のものを使用することができる。この発明によれば
、下端にポーリングヘッド1を着脱自在にかつ回動不能
に装着した鋼製内管2と、その外側に嵌設された円筒杭
3との間隙に、摩擦材4を注入充填し、次に前記内管2
を回転させながら下降することにより、前記摩擦材4の
摩擦力によつて前記内管2の回転力および下降推力を円
筒杭3に伝達して、円筒杭3を地中に回転圧入していく
ので、打撃騒音や地盤振動を発生させることなく、円筒
杭3を地中に圧入していくことができる。また円筒杭の
上端部を回転圧入装置におけるチャック装置により把持
して、その円筒杭を地中に回転圧入していく場合は、円
筒杭の上端部に強大な把持力が作用すると共に円筒杭に
強大な捻り力が作用して円筒杭が破損する恐れがあるが
、この発明の場合は、鋼製内管2の回転力および推力が
、摩擦材4を介して円筒杭3のほぼ全内周面に分散して
伝達されるので、円筒抗3が強大な回転力および推力に
より破損される恐れを排除することができる等の効果が
得られる。
When carrying out this invention, a large number of protrusions or rough surfaces are formed on the outer circumferential surface of the steel inner tube 2 and the inner circumferential surface of the cylindrical pile 3,
The frictional force may be increased, and the vertical groove 2
9 and the number of chuck hydraulic cylinders 24 may be increased or decreased. Furthermore, the diameter of the water supply hole 28 may be slightly increased and a filter for preventing leakage of friction material may be attached thereto.
Note that the cylindrical pile 3 may be made of concrete or any other arbitrary material. According to this invention, the friction material 4 is injected and filled into the gap between the steel inner tube 2 to which the polling head 1 is detachably and unrotatably attached to the lower end, and the cylindrical pile 3 fitted on the outside thereof. Then, the inner tube 2
By descending while rotating, the rotational force and downward thrust of the inner tube 2 are transmitted to the cylindrical pile 3 by the frictional force of the friction material 4, and the cylindrical pile 3 is rotationally press-fitted into the ground. Therefore, the cylindrical pile 3 can be press-fitted into the ground without causing impact noise or ground vibration. In addition, when the top end of a cylindrical pile is gripped by a chuck device in a rotary press-in machine and the cylindrical pile is rotatably press-fitted into the ground, a strong gripping force acts on the top end of the cylindrical pile, and the cylindrical pile is There is a risk that the cylindrical pile may be damaged due to a strong torsional force, but in the case of this invention, the rotational force and thrust of the steel inner tube 2 are applied to almost the entire inner circumference of the cylindrical pile 3 via the friction material 4. Since the force is transmitted in a distributed manner over the surface, it is possible to obtain effects such as eliminating the possibility that the cylindrical resistor 3 will be damaged by strong rotational force and thrust force.

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

図面はこの発明を実施する場合に使用する円筒杭回転圧
入装置の一例を示すものであつて、第1図は全体の側面
図、第2図は回転圧入駆動部を示す正面図、第3図は第
2図の下部を拡大して示す一部縦断正面図、第4図はチ
ャック装置付近を示す一部縦断正面図、第5図は第4図
のA−A線断面図、第6図は第3図のB−B線断面図、
第7図は第4図のC−C線断面図である。 図において、1はポーリングヘッド、2は銅製内管、3
は円筒杭、4は摩擦材、7はクローラベースマシン、8
はガイドレール、9は保持フレーム、10は支脚、11
は支脚昇降用液圧シリンダ、12は昇降フレーム、13
はガイド部材、14はフレーム昇降用液圧シリンダ、1
5は環状回転体、16は軸受、17は環状従動歯車、1
8は回転用駆動装置、19はピニオン、20は外管、2
1は下部杭ガイド部材、22はチャック装置、24はチ
ャック用液圧シリンダ、25はチャック片、28は送水
孔、29は縦溝、30は案内管、31は連結軸、32は
連結筒、34は連結ピンである。
The drawings show an example of a cylindrical pile rotary press-fitting device used in carrying out the present invention, in which FIG. 1 is an overall side view, FIG. 2 is a front view showing a rotary press-fitting drive unit, and FIG. 3 is a front view showing a rotary press-fitting drive unit. is a partially longitudinal front view showing an enlarged view of the lower part of Fig. 2, Fig. 4 is a partially longitudinal front view showing the vicinity of the chuck device, Fig. 5 is a sectional view taken along line A-A in Fig. 4, and Fig. 6 is a sectional view taken along line B-B in Figure 3,
FIG. 7 is a sectional view taken along line CC in FIG. 4. In the figure, 1 is a polling head, 2 is a copper inner tube, and 3 is a polling head.
is a cylindrical pile, 4 is a friction material, 7 is a crawler base machine, 8
is a guide rail, 9 is a holding frame, 10 is a support leg, 11
12 is a hydraulic cylinder for lifting the supporting leg, 12 is a lifting frame, 13
1 is a guide member, 14 is a hydraulic cylinder for lifting and lowering the frame, 1
5 is an annular rotating body, 16 is a bearing, 17 is an annular driven gear, 1
8 is a rotation drive device, 19 is a pinion, 20 is an outer tube, 2
1 is a lower pile guide member, 22 is a chuck device, 24 is a hydraulic cylinder for chuck, 25 is a chuck piece, 28 is a water supply hole, 29 is a vertical groove, 30 is a guide pipe, 31 is a connecting shaft, 32 is a connecting cylinder, 34 is a connecting pin.

Claims (1)

【特許請求の範囲】[Claims] 1 下端にボーリングヘッド1を着脱自在にかつ回動不
能に装着した鋼製内管2と、その外側に嵌設された円筒
杭3との間隙に、摩擦材4を注入充填し、次に前記内管
2を回転させながら下降することにより、前記摩擦材4
の摩擦力によつて前記内管2の回転力および下降推力を
円筒杭3に伝達して、円筒杭3を地中に回転圧入するこ
とを特徴とする円筒杭回転圧入方法。
1 A friction material 4 is injected and filled into the gap between a steel inner pipe 2 to which a boring head 1 is detachably and non-rotatably attached to the lower end and a cylindrical pile 3 fitted on the outside thereof, and then the above-mentioned By descending while rotating the inner tube 2, the friction material 4
A method for rotating and press-fitting a cylindrical pile, characterized in that the rotational force and downward thrust of the inner pipe 2 are transmitted to the cylindrical pile 3 by a frictional force, and the cylindrical pile 3 is rotatably press-fitted into the ground.
JP56177150A 1981-11-06 1981-11-06 Cylindrical pile rotation press fitting method Expired JPS6046211B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56177150A JPS6046211B2 (en) 1981-11-06 1981-11-06 Cylindrical pile rotation press fitting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56177150A JPS6046211B2 (en) 1981-11-06 1981-11-06 Cylindrical pile rotation press fitting method

Publications (2)

Publication Number Publication Date
JPS5880026A JPS5880026A (en) 1983-05-14
JPS6046211B2 true JPS6046211B2 (en) 1985-10-15

Family

ID=16026063

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56177150A Expired JPS6046211B2 (en) 1981-11-06 1981-11-06 Cylindrical pile rotation press fitting method

Country Status (1)

Country Link
JP (1) JPS6046211B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7923274U1 (en) * 1979-08-14 1979-12-20 Fundex P.V.B.A., St. Michiels, Brugge (Belgien) EARTH DRILL WITH DRILL HEAD

Also Published As

Publication number Publication date
JPS5880026A (en) 1983-05-14

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