JP2003301449A - Foundation pile and cement milk injecting head - Google Patents

Foundation pile and cement milk injecting head

Info

Publication number
JP2003301449A
JP2003301449A JP2002109066A JP2002109066A JP2003301449A JP 2003301449 A JP2003301449 A JP 2003301449A JP 2002109066 A JP2002109066 A JP 2002109066A JP 2002109066 A JP2002109066 A JP 2002109066A JP 2003301449 A JP2003301449 A JP 2003301449A
Authority
JP
Japan
Prior art keywords
cement milk
foundation pile
opening
ground
thick
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.)
Pending
Application number
JP2002109066A
Other languages
Japanese (ja)
Inventor
Yoshio Tanaka
芳雄 田中
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 JP2002109066A priority Critical patent/JP2003301449A/en
Publication of JP2003301449A publication Critical patent/JP2003301449A/en
Pending legal-status Critical Current

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Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a foundation pile and a cement milk injecting head, which can enhance efficiency of injection work by using a hose in place of piping for injection so as to inject cement milk for reinforcement and the like into ground from a lower end of the foundation pile made of a steel pipe. <P>SOLUTION: The foundation pile is equipped with a constitution in which a check valve for preventing a reverse inflow of sediment, the cement milk and the like into the steel pipe is attached to an opening which is provided in an end surface plate for closing a lower opened end thereof, and in which a joint cylinder is mounted on the side of a top surface of the end surface plate so as to be concentric with the opening. The cement milk injecting head is equipped with a constitution in which an intermediate pipe long enough to protrude both upper and lower ends thereof is fitted into an inside hollow part of a thick-walled cylindrical body with a prescribed length via a bearing, in which a cement milk feeding hose is coupled to the upper end of the intermediate pipe, and in which a discharge valve for the cement milk is attached to the lower end thereof. A lower end surface of the thick-walled cylindrical body, which is supported on the hose in a suspended state, is brought into pressure contact with an upper end surface of the joint cylinder so as to be connected to the joint cylinder. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鋼管製で、下端部
外周面にスクリュービットを取付け、下端開口を塞ぐ端
面板に先端ビットを突設したタイプのものに、更に、端
面板に、セメントミルクや硬化性樹脂液等の地盤強化
剤、或いは水等を注入する為の逆止弁付きの開口を設け
た基礎杭と、この基礎杭と組合わせて用いるセメントミ
ルク注入ヘッドに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel pipe which is provided with a screw bit on the outer peripheral surface of the lower end and has a tip bit projecting from an end plate for closing the lower end opening. The present invention relates to a foundation pile provided with an opening having a check valve for injecting a ground strengthening agent such as milk or a curable resin liquid, or water, and a cement milk injection head used in combination with the foundation pile.

【0002】[0002]

【従来の技術】埋設した鋼管製基礎杭の下端部近傍の地
盤を補強する為に、この地盤にセメントミルクを注入す
る方法として、従来は、セメントミルク送入用の配管
を、鋼管の上端開口から下端開口に達する迄挿し込んだ
うえ、地盤に向けてセメントミルクを吐出させていた。
尚、上記の配管は、基礎杭の掘進抵抗を少なくする為
に、地盤軟化用の水を注入する為にも使われる。
2. Description of the Related Art As a method of injecting cement milk into the ground in order to reinforce the ground in the vicinity of the lower end of a buried steel pipe foundation pile, conventionally, a pipe for feeding cement milk is provided at the upper end opening of the steel pipe. It was inserted until it reached the lower end opening, and the cement milk was discharged toward the ground.
The above-mentioned piping is also used to inject water for softening the ground in order to reduce the excavation resistance of the foundation pile.

【0003】[0003]

【発明が解決しようとする課題】この様に、基礎杭の内
空部に、セメントミルク送入用の配管を挿し込む方法に
よると、長い配管の挿し込みと、用済みの配管の抜き取
りの為に、それなりの設備を要し、又、配管の挿・脱作
業に余分な手間・暇が掛かり過ぎ、その分、施工費が嵩
み、且つ、施工時間が長引いていた。
As described above, according to the method of inserting the pipe for feeding cement milk into the inner space of the foundation pile, the long pipe is inserted and the used pipe is pulled out. In addition, it requires a certain amount of equipment, and too much time and labor is required to insert and remove the pipes, which increases the construction cost and prolongs the construction time.

【0004】そこで、本発明の目的は、従来のセメント
ミルク注入用の配管に代えて、セメントミルク注入用の
ホースを用いることによって、上述の如き不都合を概ね
解消させ得る様に構成された基礎杭と、この基礎杭の為
のセメントミルク注入ヘッドを提供するにある。
Therefore, an object of the present invention is to replace the conventional piping for injecting cement milk with a hose for injecting cement milk so that the above-mentioned inconvenience can be largely eliminated. And to provide a cement milk injection head for this foundation pile.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成する為
の、本発明による基礎杭は、所定長さの鋼管の、下端部
外周面にスクリュービットを取付け、下端開口を塞ぐ端
面板に先端ビットを突設したものに於いて、端面板の真
ん中に、地盤にセメントミルクや硬化性樹脂液等の地盤
強化剤を注入する為の開口を設けると共に、この開口
に、鋼管内への土砂や地盤強化剤等の逆流入を防ぐ為の
逆止弁を取付けたことを特徴とする。又、端面板の上面
に、上向きに広がる裁頭円錐形の継手筒を、開口と同心
状に取付けたことも特徴とする。そして、板状の先端ビ
ットには、開口と対向する箇所に、刳抜孔を設けるか、
又は、この箇所に於いて先端ビットを欠如さるとよい。
In order to achieve the above object, a foundation pile according to the present invention has a steel pipe of a predetermined length, to which a screw bit is attached to the outer peripheral surface of the lower end portion, and a tip end is attached to an end face plate closing the lower end opening. In the projecting bit, an opening is provided in the center of the end plate for injecting a ground strengthening agent such as cement milk or a curable resin liquid into the ground. It is characterized by mounting a check valve to prevent the reverse inflow of ground strengthening agents. Further, the present invention is also characterized in that a frusto-conical joint tube that spreads upward is attached to the upper surface of the end plate so as to be concentric with the opening. Then, the plate-shaped tip bit is provided with a hollow at a position facing the opening,
Alternatively, the tip bit may be omitted at this point.

【0006】そして、本発明によるセメントミルク注入
ヘッドは、請求項1乃至3のいずれかに記載の鋼管製の
基礎杭の上端開口から落とし込んだうえ、継手筒に接続
させて、地盤にセメントミルクや硬化性樹脂液等の地盤
強化剤を注入する為の装置であって、所定長さの厚肉筒
状体を本体とし、厚肉筒状体の内空部には、その上下両
端を内空部から突出させ得る長さの中間パイプを、ベア
リング及びシールリングを介して同軸状に嵌め込み、中
間パイプの上端には、セメントミルク供給ホースを連結
し、下端には、セメントミルクの供給を断続させる吐出
弁を取付けた構成を備えており、セメントミルク供給ホ
ースに垂支された厚肉筒状体の下端面を、その自重によ
り継手筒の上端面に液密に圧接させて用いることを特徴
とする。ベアリング及びシールリングは、必要に応じて
省くことも出来る。
Then, the cement milk injection head according to the present invention is dropped from the upper end opening of the steel pipe foundation pile according to any one of claims 1 to 3 and is connected to the joint cylinder so that the cement milk or the ground is added to the ground. A device for injecting a ground strengthening agent such as a curable resin liquid, in which a thick-walled tubular body of a predetermined length is used as a main body, and the upper and lower ends of the thick-walled tubular body are hollowed out. The intermediate pipe of a length that can be projected from the section is fitted coaxially through the bearing and the seal ring, the cement milk supply hose is connected to the upper end of the intermediate pipe, and the cement milk supply is interrupted at the lower end. A discharge valve is attached to the cement milk supply hose, and the lower end surface of the thick-walled tubular member suspended from the cement milk supply hose is liquid-tightly pressed against the upper end surface of the joint cylinder by its own weight. To do. The bearing and seal ring can be omitted if desired.

【0007】[0007]

【発明の実施の形態】先ず、本発明による第1実施例の
基礎杭に就いて、図1〜図3、及び図10〜図12を参
照しながら説明する。例えば、図10〜図12に示した
手順を経て埋設される、この実施例の基礎杭A1の構成
上の特徴は、図1〜図3に示した様に、その下端部分に
ある。
BEST MODE FOR CARRYING OUT THE INVENTION First, a foundation pile according to a first embodiment of the present invention will be described with reference to FIGS. 1 to 3 and 10 to 12. For example, the structural feature of the foundation pile A1 of this embodiment, which is buried through the procedure shown in FIGS. 10 to 12, is the lower end portion thereof as shown in FIGS.

【0008】即ち、基礎杭A1の本体を成す、所定長さ
の鋼管1(図10参照)の下端部には、その外周面にス
クリュービット2を取付け、鋼管1の下端開口を塞ぐ端
面板3には、厚板状の先端ビット4を下向きに突設して
いる。
That is, a screw bit 2 is attached to the outer peripheral surface of the lower end of a steel pipe 1 (see FIG. 10) having a predetermined length, which constitutes the main body of the foundation pile A1, and an end face plate 3 for closing the lower end opening of the steel pipe 1. In this case, a thick plate-shaped tip bit 4 is provided so as to project downward.

【0009】そして、端面板3には、その真ん中部分
に、セメントミルクや硬化性樹脂液等の地盤強化剤、或
いは水を、地盤に向けて注入する為の円形の開口5を設
けている。前述の如く、注入水は、地盤を軟化させて、
基礎杭A1に対する地盤の掘進抵抗を減らす役割を果た
す為ものである。
The end face plate 3 is provided with a circular opening 5 in the center thereof for injecting a ground strengthening agent such as cement milk or a curable resin liquid or water toward the ground. As mentioned above, the injected water softens the ground,
This is to play a role of reducing the excavation resistance of the ground to the foundation pile A1.

【0010】端面板3の下面側には、土砂、セメントミ
ルク等の地盤強化剤や水等が鋼管1内に逆流するのを防
ぐ為の逆止弁6を、開口5を塞ぐ様に取付けている。こ
の実施例の逆止弁6はゴム板から成り、図3に示の様
に、その固定側端を、止金具7によって端面板3に固着
させている。
On the lower surface side of the end face plate 3, a check valve 6 is installed so as to block backflow of the ground strengthening agent such as earth and sand, cement milk or the like or water or the like into the steel pipe 1 so as to close the opening 5. There is. The check valve 6 of this embodiment is made of a rubber plate, and its fixed side end is fixed to the end face plate 3 by a stopper 7 as shown in FIG.

【0011】図1から理解される様に、逆止弁6は、そ
の開閉動に伴って先端ビット4と干渉することになる。
そこで、先端ビット4には、開口5と対向する箇所に、
刳抜孔aを設けている。
As can be seen from FIG. 1, the check valve 6 interferes with the tip bit 4 as it opens and closes.
Therefore, in the tip bit 4, at a position facing the opening 5,
A through hole a is provided.

【0012】更に、端面板3の上面側には、短円筒状の
継手筒10を、開口5と同心状に上向きに突設してい
る。この実施例の継手筒10は、上向きに広がる裁頭円
錐形に形成している。
Further, on the upper surface side of the end face plate 3, a short cylindrical joint cylinder 10 is provided so as to project upward concentrically with the opening 5. The joint cylinder 10 of this embodiment is formed in a frustoconical shape that expands upward.

【0013】次に、本発明による第2実施例の基礎杭A
2を、その特徴部分である下端部に限って、図4〜図6
に示した。第1実施例の基礎杭A1と異なる点は、先端
ビット4の形態だけである。即ち、矩形板状に形成され
て、その下端縁に掘進刃4aを設けた先端ビット4は、
横幅方向の真ん中部分を欠如させて、隙間bを設けるこ
とにより、開閉動する逆止弁6との干渉を回避してい
る。
Next, the foundation pile A of the second embodiment according to the present invention.
2 is limited to the lower end which is the characteristic part of FIG.
It was shown to. The only difference from the foundation pile A1 of the first embodiment is the form of the tip bit 4. That is, the tip bit 4 formed in a rectangular plate shape and provided with the cutting blade 4a at the lower end edge thereof is
Interference with the check valve 6 that opens and closes is avoided by omitting the middle portion in the lateral direction and providing the gap b.

【0014】次に、本発明によるセメントミルク注入ヘ
ッドの一実施例に就いて、図7,図8を参照しながら説
明する。図7にその縦断面を、図8に外観を示した、こ
の実施例のセメントミルク注入ヘッドB1は、上記の基
礎杭A1の、継手筒10に接続させたうえ、開口5を通
して、地盤にセメントミルク等を注入する為の装置であ
る。
Next, an embodiment of the cement milk injection head according to the present invention will be described with reference to FIGS. 7 and 8. The cement milk injection head B1 of this embodiment, the longitudinal section of which is shown in FIG. 7 and the appearance of which is shown in FIG. 8, is connected to the joint cylinder 10 of the foundation pile A1 described above, and then cemented to the ground through the opening 5. It is a device for injecting milk and the like.

【0015】このセメントミルク注入ヘッドB1は、図
7に示した様に、所定の長さと、鋼管1内に遊嵌させ得
る外形を備えた厚肉筒状体21を本体としている。そし
て、厚肉筒状体21の内空部cには、セメントミルクの
注入路となる中間パイプ22を収めている。中間パイプ
22の上下両端部分は、内空部cから夫々突出させてい
る。
As shown in FIG. 7, the cement milk injecting head B1 has, as a main body, a thick-walled tubular body 21 having a predetermined length and an outer shape that allows it to be loosely fitted in the steel pipe 1. In the inner space c of the thick-walled tubular body 21, an intermediate pipe 22 serving as a cement milk injection path is housed. The upper and lower ends of the intermediate pipe 22 are respectively projected from the inner space c.

【0016】この中間パイプ22は、厚肉筒状体21の
上下両端箇所に夫々組付けた、ベアリング23及びシー
ルリング24に内嵌させている。これによって、基礎杭
A1が、その埋設時に回転動しても、中間パイプ22を
不動状態に保つことが出来る。又、内空部cと、その外
周りの外界との連通を断つことが出来る。
The intermediate pipe 22 is fitted in a bearing 23 and a seal ring 24, which are respectively attached to upper and lower ends of the thick-walled tubular body 21. As a result, even if the foundation pile A1 rotates during the burying operation, the intermediate pipe 22 can be kept stationary. Further, it is possible to cut off the communication between the inner space portion c and the outer world around the inner portion.

【0017】中間パイプ22の上端には、セメントミル
ク供給ホース25を接続させる為の継手部(図示略)を
設けている。一方、中間パイプ22の下端には、地盤へ
のセメントミルクの供給を断続させる為の吐出弁30を
取付けている。
At the upper end of the intermediate pipe 22, a joint portion (not shown) for connecting the cement milk supply hose 25 is provided. On the other hand, a discharge valve 30 for interrupting the supply of cement milk to the ground is attached to the lower end of the intermediate pipe 22.

【0018】この吐出弁30の構造の一例を、図9に示
した。31は筒状のケーシングで、その上端は中間パイ
プ22の下端に接続され、円錐形に縮径させた下端には
弁口32を設けている。弁口32の上方には、上端側を
閉ざしたシリンダ33を対置している。シリンダ33内
に収めたピストン状の弁体34は、バネ35により下向
きに押圧付勢されており、図(a)に示した様に、その
先端ロッド34aが、常時は弁口32を閉ざしている。
An example of the structure of the discharge valve 30 is shown in FIG. Reference numeral 31 denotes a tubular casing, the upper end of which is connected to the lower end of the intermediate pipe 22, and the conical diameter-reduced lower end is provided with a valve port 32. A cylinder 33 whose upper end is closed is placed above the valve opening 32. The piston-shaped valve element 34 housed in the cylinder 33 is urged downward by a spring 35, and its tip rod 34a normally closes the valve opening 32 as shown in FIG. There is.

【0019】吐出弁30の作動を説明すると、図示を省
いたセメントミルク供給源から、与圧セメントミルク
が、セメントミルク供給ホース25を経て中間パイプ2
2に供給されると、シリンダ33の下側に廻り込んだ与
圧セメントミルクが、弁体34をバネ35の押圧力に抗
し押し上げ、図(b)に示した様に、弁口32を解放さ
せる。
To explain the operation of the discharge valve 30, pressurized cement milk from a cement milk supply source (not shown) passes through the cement milk supply hose 25 and the intermediate pipe 2.
When it is supplied to 2, the pressurized cement milk that has spilled around to the lower side of the cylinder 33 pushes up the valve element 34 against the pressing force of the spring 35, and as shown in FIG. Let go.

【0020】次に、上記の基礎杭A1とセメントミルク
注入ヘッドB1とを使って、施工地盤に基礎杭を埋設す
る作業の仕方に就いて、その一例を、図10〜図12を
参照しながら説明する。この図中のDは、自走式の杭埋
設機で、その前部に、支柱41を上下動可能に取付けて
いる。
Next, using the above-mentioned foundation pile A1 and the cement milk injection head B1, a method of burying the foundation pile in the construction ground, an example of which will be described with reference to FIGS. explain. D in this figure is a self-propelled pile burying machine, and a column 41 is attached to the front part of the pile burying machine so as to be vertically movable.

【0021】支柱41には、基礎杭A1の上端部を把持
して回転動させる為の回転駆動装置42を、上下動自在
に組付けている。又、支柱41の頂端には、セメントミ
ルク供給ホース25を繰出・引上自在に垂支する為の、
ホースリール43を取付けている。44は、基礎杭A1
の保持用の筒状をした保持部材で、支柱41に沿って上
下動する。45は基礎杭A1の吊上用ワイヤーである。
A rotation drive device 42 for holding and rotating the upper end of the foundation pile A1 is attached to the support column 41 so as to be vertically movable. Further, a cement milk supply hose 25 is hung at the top end of the support column 41 so as to be freely drawn and pulled up.
A hose reel 43 is attached. 44 is a foundation pile A1
It is a cylindrical holding member for holding and moves up and down along the support column 41. 45 is a wire for lifting the foundation pile A1.

【0022】この杭埋設機Dを、施工現場の埋設位置に
移動させたうえ、図10に示した様に、基礎杭A1を吊
上用ワイヤー45を使って所定の位置に起立させ、図1
1に示した様に、その上端を回転駆動装置42に連結さ
せる。然かる後、回転駆動装置42を起動させれば、基
礎杭A1は、旋回動しながら、スクリュービット2及び
先端ビット4の働きによって、図12に示した様に、地
盤の中に押し込まれて行く。
After moving the pile burying machine D to the burying position on the construction site, as shown in FIG. 10, the foundation pile A1 is erected at a predetermined position by using the lifting wire 45 and
As shown in FIG. 1, its upper end is connected to the rotary drive device 42. After that, if the rotary drive device 42 is activated, the foundation pile A1 is pushed into the ground by the action of the screw bit 2 and the tip bit 4 while turning, as shown in FIG. go.

【0023】必要に応じて、複数本の基礎杭A1を逐次
継ぎ足しながら、その先端が所定の深さに迄達したら、
支柱41の頂端のホースリール43に懸架されて、その
先端にセメントミルク注入ヘッドBを連結したセメント
ミルク供給ホース25を繰り下げて行く。勿論、図示の
様に、基礎杭A1と一緒に、セメントミルク供給ホース
25を繰り下げて行ってもよい。
If necessary, while successively adding a plurality of foundation piles A1, when the tip reaches a predetermined depth,
The cement milk supply hose 25, which is suspended on the hose reel 43 at the top end of the support column 41 and has the cement milk injection head B connected to the tip thereof, is lowered. Of course, as illustrated, the cement milk supply hose 25 may be lowered together with the foundation pile A1.

【0024】そして、セメントミルク注入ヘッドBの下
端の吐出弁30の先端部が、図7に示した様に、上向き
の円錐形をした継手筒10の内周面にガイドされなが
ら、開口5をくぐり抜ける。すると、肉厚筒状体21の
平坦な下端面が、セメントミルク注入ヘッドB1の自重
及びセメントミルク供給ホース25の重みによって、継
手筒10の上端面に液密に圧接されて、セメントミルク
注入ヘッドB1が、継手筒10に接続された状態にな
る。26は環状パッキンである。
Then, as shown in FIG. 7, the tip portion of the discharge valve 30 at the lower end of the cement milk injection head B is guided by the inner peripheral surface of the upwardly conical joint cylinder 10 to open the opening 5. Go through. Then, the flat lower end surface of the thick-walled tubular body 21 is liquid-tightly pressed against the upper end surface of the joint cylinder 10 by the weight of the cement milk injecting head B1 and the weight of the cement milk supply hose 25, and the cement milk injecting head. B1 is in a state of being connected to the joint cylinder 10. 26 is an annular packing.

【0025】そこで、セメントミルクの供給源を起動さ
せて、与圧セメントミルクを、セメントミルク供給ホー
ス25及び中間パイプ22を経て吐出弁30に供給する
と共、基礎杭A1も回転動させる。それに伴って、既述
の如く吐出弁30が開弁されて、弁口32から噴出した
セメントミルクが、スクリュービット2及び先端ビット
4によってほぐされた地盤に注入される。
Then, the supply source of the cement milk is activated to supply the pressurized cement milk to the discharge valve 30 via the cement milk supply hose 25 and the intermediate pipe 22, and the foundation pile A1 is also rotated. Along with this, the discharge valve 30 is opened as described above, and the cement milk ejected from the valve port 32 is injected into the ground loosened by the screw bit 2 and the tip bit 4.

【0026】この間に、回転動を続ける基礎杭A1は、
更に幾分かの距離を前進動するので、埋設を終えた基礎
杭A1の下端部の地盤を、比較的広い領域にわたって、
注入セメントミルクによって強固に補強することが出来
る。
During this period, the foundation pile A1 which continues to rotate is
Since it moves forward for some more distance, the ground at the lower end of the foundation pile A1 that has been buried, over a relatively wide area,
It can be strongly reinforced with infused cement milk.

【0027】セメントミルク注入の役目を終えたセメン
トミルク注入ヘッドB1は、セメントミルク供給ホース
25を、杭埋設機Dに搭載した巻取装置(図示略)で引
上げることにより、鋼管1の中から簡単に取り出せる。
そして、反復使い続けることが出来る。
The cement milk injecting head B1 which has finished the role of injecting the cement milk is pulled out of the steel pipe 1 by pulling up the cement milk supply hose 25 with a winding device (not shown) mounted on the pile burying machine D. Easy to take out.
And you can continue to use it repeatedly.

【0028】次に、図13に、セメントミルク注入ヘッ
ドの別の実施例を示した。この実施例のセメントミルク
注入ヘッドB2は、セメントミルク供給ホース25に代
えて、従来技術と同様に配管(図示略)を用いる場合の
為のものである。
Next, FIG. 13 shows another embodiment of the cement milk injection head. The cement milk injection head B2 of this embodiment is for replacing the cement milk supply hose 25 with a pipe (not shown) as in the prior art.

【0029】セメントミルク注入ヘッドB1に比べて、
この実施例のセメントミルク注入ヘッドB2が異なる点
は、基本的には、基礎杭Aが回転しても、中間パイプ2
2は静止したままに保たせる為のベアリング23及びシ
ールリング24を、省いたところにある。
Compared with the cement milk injection head B1,
The difference of the cement milk injection head B2 of this embodiment is basically that the intermediate pipe 2 is rotated even if the foundation pile A is rotated.
The bearing 2 and the seal ring 24 for keeping the stationary state 2 are omitted in FIG.

【0030】そして、図示を省いたセメントミルク供給
配管は、中間パイプ22の上端に設けた管継手に接続さ
れる。又、この実施例の厚肉筒状体21は、上下両端部
分だけを厚肉にして、その中間部分は肉厚を薄くしてい
る。厚肉筒状体21の下端面には、液密保持用の環状パ
ッキン26を取付けている。
The cement milk supply pipe (not shown) is connected to a pipe joint provided at the upper end of the intermediate pipe 22. Further, in the thick-walled tubular body 21 of this embodiment, only the upper and lower end portions are thickened, and the middle portion is thinned. An annular packing 26 for maintaining liquid tightness is attached to the lower end surface of the thick-walled tubular body 21.

【0031】[0031]

【発明の効果】以上の説明によって明らかな様に、従来
の、セメントミルク供給用の配管に代えて、セメントミ
ルク供給ホースを使う様に構成した、本発明による基礎
杭及びセメントミルク注入ヘッドによれば、従来技術に
比べて、以下に列挙した如き実用上の優れた効果が得ら
れる。 (a)セメントミルク供給ホースを、鋼管製の基礎杭の
先端に向けて落とし込む作業は、配管を挿し込む作業に
比べて、遙かに迅速・容易に行える。 (b)注入を終えた後の、引出・洗浄作業等も、ホース
の方が、配管よりも遙かに能率的に行える。 (c)基礎杭に設けた逆止弁と、注入ヘッドに設けた吐
出弁とによって、基礎杭の内空部への土砂やセメントミ
ルク等の逆流入を確実に防げる。 (d)基礎杭が旋回動しても、中間パイプは不動に保た
れるので、セメントミルク供給ホースが捻れる不都合も
勿論起こらない。 (e)総じて、セメントミルク等の地盤強化剤を注入し
て地盤を補強する作業を極めて能率的に、且つ、経済的
に行える。
As is apparent from the above description, the foundation pile and the cement milk injection head according to the present invention are configured so that the cement milk supply hose is used in place of the conventional cement milk supply pipe. For example, compared to the prior art, the practically excellent effects listed below can be obtained. (A) The work of dropping the cement milk supply hose toward the tip of the steel pipe foundation pile is much quicker and easier than the work of inserting the pipe. (B) The hose can be used much more efficiently than the piping for the withdrawal / washing work after the injection. (C) The check valve provided in the foundation pile and the discharge valve provided in the injection head reliably prevent the reverse inflow of earth and sand and cement milk into the inner space of the foundation pile. (D) Even if the foundation pile pivots, the intermediate pipe is kept stationary, so that the problem of twisting the cement milk supply hose does not occur. (E) In general, the work of reinforcing the ground by injecting the ground strengthening agent such as cement milk can be performed extremely efficiently and economically.

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

【図1】本発明による基礎杭の第1実施例を示すもの
で、その要部を成す下端部分の縦断正面図である。
FIG. 1 shows a first embodiment of a foundation pile according to the present invention, and is a vertical cross-sectional front view of a lower end portion forming a main part thereof.

【図2】同上、縦断側面図である。FIG. 2 is a vertical sectional side view of the same.

【図3】同上、図1の底面視図である。FIG. 3 is a bottom view of FIG.

【図4】本発明による基礎杭の第2実施例を示すもの
で、その要部を成す下端部分の縦断正面図である。
FIG. 4 shows a second embodiment of the foundation pile according to the present invention, and is a vertical sectional front view of a lower end portion which constitutes a main part thereof.

【図5】同上、縦断側面図である。FIG. 5 is a vertical side view of the same.

【図6】同上、図4の底面視図である。FIG. 6 is a bottom view of FIG.

【図7】本発明によるセメントミルク注入ベッドの一実
施例を示すもので、基礎杭の内空部の下端箇所に収まっ
た状態を示す縦断面図である。
FIG. 7 is a longitudinal sectional view showing an embodiment of the cement milk injection bed according to the present invention, showing a state where the cement milk injection bed is accommodated in the lower end portion of the inner space of the foundation pile.

【図8】同上、図7に対応した外観図である。8 is an external view corresponding to FIG. 7, same as above.

【図9】同上、吐出弁の部分を、閉弁及び開弁状態で示
す縦断面図である。
FIG. 9 is a vertical cross-sectional view showing a portion of the discharge valve in a closed valve state and an opened valve state.

【図10】本発明による基礎杭及びセメントミルク注入
ベッドを用いた施工状況を示すもので、施工開始時の状
態の見取図である。
FIG. 10 is a schematic view of a state at the start of construction, showing a construction state using the foundation pile and the cement milk injection bed according to the present invention.

【図11】同上、基礎杭の埋設開始時の状態の見取図で
ある。
FIG. 11 is a sketch of the same as above, when the foundation pile is buried.

【図12】同上、埋設をほぼ終えた段階の状態を示す見
取図である。
FIG. 12 is a sketch diagram showing a state at a stage where the burying is almost completed.

【図13】本発明によるセメントミルク注入ベッドの別
の実施例を示す、図7図相当図である。
13 is a view corresponding to FIG. 7, showing another embodiment of the cement milk injection bed according to the present invention.

【符号の説明】[Explanation of symbols]

A1,A2 基礎杭 B1,B2 セメントミルク注入ベッド D 杭埋設機 1 鋼管 2 スクリュービット 3 端面板 4 先端ビット 5 開口 6 逆止弁 7 止金具 10 継手筒 a 刳抜孔 b 隙間 c 内空部 21 厚肉筒状体 22 中間パイプ 23 ベアリング 24 シールリング 25 セメントミルク供給ホース 26 環状パッキン 30 吐出弁 31 ケーシング 32 弁口 33 シリンダ 34 弁体 35 バネ 41 支柱 42 回転駆動装置 43 ホースリール 44 ガイド部材 45 吊上用ワイヤー A1, A2 foundation pile B1, B2 Cement milk injection bed D pile burying machine 1 steel pipe 2 screw bits 3 End plate 4 Tip Bit 5 openings 6 Check valve 7 stopper 10 Joint tube a hole b gap c inner space 21 Thick-walled tubular body 22 Intermediate pipe 23 Bearing 24 seal ring 25 Cement milk supply hose 26 Annular packing 30 discharge valve 31 casing 32 valve 33 cylinders 34 Disc 35 spring 41 prop 42 rotary drive 43 hose reel 44 Guide member 45 Lifting wire

フロントページの続き Fターム(参考) 2D040 AB01 AB14 CA01 CB03 DA01 DA05 DA07 DA08 DA11 DB05 2D041 AA02 BA35 BA52 CA05 CB06 DB02 FA14 Continued front page    F-term (reference) 2D040 AB01 AB14 CA01 CB03 DA01                       DA05 DA07 DA08 DA11 DB05                 2D041 AA02 BA35 BA52 CA05 CB06                       DB02 FA14

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 所定長さの鋼管の、下端部外周面にスク
リュービットを取付け、下端開口を塞ぐ端面板に先端ビ
ットを突設したものに於いて、 端面板の真ん中に、地盤にセメントミルクや硬化性樹脂
液等の地盤強化剤を注入する為の開口を設けると共に、
この開口に、鋼管内への土砂や地盤強化剤等の逆流入を
防ぐ為の逆止弁を取付けたことを特徴とする基礎杭。
1. A steel pipe having a predetermined length, a screw bit being attached to the outer peripheral surface of the lower end portion, and an end bit projecting from the end face plate closing the lower end opening, wherein cement milk is added to the ground in the center of the end face plate. And an opening for injecting a ground reinforcement such as curable resin liquid,
A foundation pile characterized in that a check valve is attached to this opening to prevent the reverse flow of earth and sand and ground reinforcement into the steel pipe.
【請求項2】 端面板の上面に、上向きに広がる裁頭円
錐形の継手筒を、開口と同心状に取付けたことを特徴と
する請求項1記載の基礎杭。
2. The foundation pile according to claim 1, further comprising a frusto-conical joint tube, which extends upward, mounted on the upper surface of the end plate so as to be concentric with the opening.
【請求項3】 板状の先端ビットには、開口と対向する
箇所に、刳抜孔を設けるか、又は、この箇所に於いて先
端ビットを欠如させたことを特徴とする請求項1又は2
記載の基礎杭。
3. The plate-shaped tip bit is provided with a hollow at a location facing the opening, or the tip bit is absent at this location.
Foundation pile described.
【請求項4】 請求項1乃至3のいずれかに記載の鋼管
製の基礎杭の上端開口から落とし込んだうえ、継手筒に
接続させて、地盤にセメントミルクや硬化性樹脂液等の
地盤強化剤を注入する為の装置であって、 所定長さの厚肉筒状体を本体とし、 厚肉筒状体の内空部には、その上下両端を内空部から突
出させ得る長さの中間パイプを、ベアリング及びシール
リングを介して同軸状に嵌め込み、 中間パイプの上端には、セメントミルク供給ホースを連
結し、下端には、セメントミルクの供給を断続させる吐
出弁を取付けた構成を備えており、 セメントミルク供給ホースに垂支された厚肉筒状体の下
端面を、その自重により継手筒の上端面に液密に圧接さ
せて用いることを特徴とする基礎杭用のセメントミルク
注入ヘッド。
4. A ground strengthening agent, such as cement milk or a hardening resin liquid, which is dropped from the upper end opening of the steel pipe foundation pile according to any one of claims 1 to 3 and connected to a joint cylinder. A device for injecting, which has a thick-walled tubular body of a predetermined length as a main body, and an inner space of the thick-walled tubular body has an intermediate length that allows its upper and lower ends to project from the inner space. A pipe is fitted coaxially through a bearing and a seal ring, a cement milk supply hose is connected to the upper end of the intermediate pipe, and a discharge valve for interrupting the supply of cement milk is attached to the lower end. Cement milk injecting head for foundation piles, characterized in that the lower end surface of a thick-walled tubular member suspended from a cement milk supply hose is liquid-tightly pressed against the upper end surface of a joint cylinder by its own weight. .
【請求項5】 ベアリング及びシールリングを省いたこ
とを特徴とする請求項4記載の基礎杭用のセメントミル
ク注入ヘッド。
5. The cement milk injection head for a foundation pile according to claim 4, wherein the bearing and the seal ring are omitted.
JP2002109066A 2002-04-11 2002-04-11 Foundation pile and cement milk injecting head Pending JP2003301449A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002109066A JP2003301449A (en) 2002-04-11 2002-04-11 Foundation pile and cement milk injecting head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002109066A JP2003301449A (en) 2002-04-11 2002-04-11 Foundation pile and cement milk injecting head

Publications (1)

Publication Number Publication Date
JP2003301449A true JP2003301449A (en) 2003-10-24

Family

ID=29392630

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002109066A Pending JP2003301449A (en) 2002-04-11 2002-04-11 Foundation pile and cement milk injecting head

Country Status (1)

Country Link
JP (1) JP2003301449A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108532592A (en) * 2018-04-16 2018-09-14 中国地质大学(武汉) A kind of grouting behind shaft or drift lining pile crown and grouting behind shaft or drift lining construction method
JP2019044475A (en) * 2017-09-01 2019-03-22 株式会社シグマベース Steel pipe pile
KR20210150746A (en) * 2020-06-04 2021-12-13 고영식 Kelly bar with multi-stage piping for remicon injection and spraying solidifying agent

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019044475A (en) * 2017-09-01 2019-03-22 株式会社シグマベース Steel pipe pile
CN108532592A (en) * 2018-04-16 2018-09-14 中国地质大学(武汉) A kind of grouting behind shaft or drift lining pile crown and grouting behind shaft or drift lining construction method
CN108532592B (en) * 2018-04-16 2023-05-26 中国地质大学(武汉) Post grouting pile head and post grouting construction method
KR20210150746A (en) * 2020-06-04 2021-12-13 고영식 Kelly bar with multi-stage piping for remicon injection and spraying solidifying agent
KR102477617B1 (en) * 2020-06-04 2022-12-15 고영식 Kelly bar with multi-stage piping for remicon injection and spraying solidifying agent

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