JP2023087741A - Rotational joint method for steel pipe pile with liquid supply pipe, and steel pipe pile with liquid supply pipe - Google Patents

Rotational joint method for steel pipe pile with liquid supply pipe, and steel pipe pile with liquid supply pipe Download PDF

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JP2023087741A
JP2023087741A JP2021202194A JP2021202194A JP2023087741A JP 2023087741 A JP2023087741 A JP 2023087741A JP 2021202194 A JP2021202194 A JP 2021202194A JP 2021202194 A JP2021202194 A JP 2021202194A JP 2023087741 A JP2023087741 A JP 2023087741A
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pile
supply pipe
fluid supply
upper pile
pipe
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名央 寺尾
Nao Terao
良典 松井
Yoshinori Matsui
和臣 市川
Kazuomi Ichikawa
進吾 粟津
Shingo Awazu
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JFE Steel Corp
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Abstract

To provide a rotational joint method for a steel pipe pile with a liquid supply pipe provided with a liquid supply pipe supplying liquid to a pile inner surface and/or a pile tip, and the steel pipe pile with the liquid supply pipe as well as being rotationally joined.SOLUTION: A rotational joint method for a steel pipe pile with a liquid supply pipe according to the present invention is the rotational joint method for the steel pipe pile with the liquid supply pipe provided with a liquid supply pipe 3 supplying liquid to a pile inner surface and/or a pile tip, and the steel pipe pile with the liquid supply pipe as well as being rotationally joined, comprising: a step of suspendingly supporting, on a lower pile 5b on which a lower pile side liquid supply pipe 3b is attached and installed in the ground, an upper pile 5a on which an upper side liquid supply pipe 3a is temporarily attached; a liquid supply pipe joint step of joining the upper pile side liquid supply pipe 3a on the lower pile side liquid supply pipe 3b; a pile rotation joint step of rotationally joining the upper pile 5a on the lower pile 5b while holding the upper pile side liquid supply pipe 3a in a state not rotationally following the same; and an upper pile side liquid supply pipe circumferential direction movement limiting step of limiting movement of the upper pile side liquid supply pipe 3a with respect to an inner surface of the upper pile 5a in a state the upper pile 5a is joined to the lower pile 5b.SELECTED DRAWING: Figure 1

Description

本発明は回転接合される鋼管杭の回転接合方法に関し、特に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭の回転接合方法、流体供給管付き鋼管杭に関する。 TECHNICAL FIELD The present invention relates to a rotational joining method for steel pipe piles that are rotationally joined, and in particular, rotation of a steel pipe pile with a fluid supply pipe provided with a fluid supply pipe that is arranged in the pile axis direction and supplies fluid to the inner surface of the pile and/or the tip of the pile. The present invention relates to a joining method and a steel pipe pile with a fluid supply pipe.

鋼管杭の接合には溶接継手が使われることが一般的であるが、火気が使えない場合や、接合時間を短縮する必要がある場合など、継ぎ部に機械式継手を用いるケースが増えてきており、このような機械式継手のひとつにねじ継手がある(特許文献1参照)。 Welded joints are generally used to join steel pipe piles, but the number of cases where mechanical joints are used for joints is increasing, such as when fire cannot be used or when joining time needs to be shortened. One of such mechanical joints is a threaded joint (see Patent Document 1).

また、鋼管杭を打設する場合、施工性を向上させるため、流体供給管を鋼管杭の上端から下端まで鋼管杭内面に沿って配管し、流体供給管に水、掘削液、空気等を供給して杭下端等から吐出することが行われる(特許文献2、3参照)。 In addition, when driving steel pipe piles, in order to improve workability, a fluid supply pipe is laid along the inner surface of the steel pipe pile from the top end to the bottom end of the steel pipe pile, and water, drilling fluid, air, etc. are supplied to the fluid supply pipe. Then, it is discharged from the lower end of the pile or the like (see Patent Documents 2 and 3).

流体供給管は、通常、工場や現場で事前に鋼管内面に取り付けられている(固定バンドや溶接等で固定)。(特許文献3:下杭側のパイプ固定)
鋼管杭に継ぎ(現場縦継ぎ溶接部または、置き場での横継溶接部)がある場合、上杭位置決め後、継ぎ部位置での流体供給管はソケットやジョイントパイプなどの部材を介して接続(連結)し、その後に上杭と下杭を溶接する。
The fluid supply pipe is usually attached to the inner surface of the steel pipe in advance at a factory or on site (fixed with a fixing band, welding, etc.). (Patent Document 3: Pipe fixation on the lower pile side)
If the steel pipe pile has joints (longitudinal joint welds on site or horizontal joint welds at the storage site), after positioning the upper pile, the fluid supply pipe at the joint position is connected via a member such as a socket or joint pipe ( connection), and then weld the upper and lower piles.

特許第6575553号公報Patent No. 6575553 特許第4242251号公報Patent No. 4242251 特開2018-123670号公報Japanese Patent Application Laid-Open No. 2018-123670 特許6354911号公報Patent No. 6354911

鋼管杭を継杭しながら打設するに際して、流体供給管を鋼管杭の内面に配設する場合、打設時に鋼管内部に流入する土の土圧などに流体供給管が耐え切れず、破損してしまう可能性がある。そのため、流体供給管は鋼管杭の打設前に鋼管杭の内面に固定する必要がある。
また、打設されている下杭に上杭を接合する際には、上杭内に流体供給管を挿通した状態で、下杭と上杭を接合する前に、下杭側の流体供給管の上端と上杭側の流体供給管の下端を接合し、その後、下杭と上杭を接合することになる。
When driving a steel pipe pile while connecting piles, if the fluid supply pipe is placed inside the steel pipe pile, the fluid supply pipe cannot withstand the earth pressure that flows into the steel pipe during driving, and is damaged. There is a possibility that Therefore, it is necessary to fix the fluid supply pipe to the inner surface of the steel pipe pile before driving the steel pipe pile.
Also, when joining the upper pile to the driven lower pile, the fluid supply pipe on the side of the lower pile is inserted before joining the lower pile and the upper pile with the fluid supply pipe inserted into the upper pile. The upper end of the upper pile is joined to the lower end of the fluid supply pipe on the upper pile side, and then the lower pile and the upper pile are joined.

このため、上杭と下杭の接合をねじ継手で行う場合、上杭への流体供給管を固定した状態で上杭を回転すると流体供給管がねじれてしまうため、上杭の回転接合ができないという問題があった。
なお、上記の問題は回転接合する機構としてねじ継手を用いたものに限られず、例えば特許文献4に開示された継手のように、外側継手管に内側継手管を挿入完了位置まで挿入して、挿入完了状態で外側継手管又は内側継手管を所定角度回転することで両者が係合して回転接合されるものでも同様の問題がある。
For this reason, when connecting the upper pile and the lower pile with a screw joint, if the upper pile is rotated while the fluid supply pipe to the upper pile is fixed, the fluid supply pipe will be twisted, so the upper pile cannot be rotationally connected. There was a problem.
Note that the above problem is not limited to those using a threaded joint as a mechanism for rotational joining. The same problem occurs in the case where the outer joint tube or the inner joint tube is rotated by a predetermined angle after the insertion is completed so that both are engaged and rotationally joined.

本発明はかかる課題を解決するためになされたものであり、回転接合されると共に杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭において、流体供給管にねじれを発生することなく回転接合が可能な流体供給管付き鋼管杭の回転接合方法を提供することを目的としている。
また、このような回転接合を可能とする流体供給管付き鋼管杭を提供することを目的としている。
The present invention has been made to solve such problems, and is a steel pipe pile with a fluid supply pipe that is rotationally joined and has a fluid supply pipe that supplies fluid to the pile inner surface and / or the pile tip. To provide a rotary joining method for steel pipe piles with fluid supply pipes capable of rotary joining without generating twist.
Another object of the present invention is to provide a steel pipe pile with a fluid supply pipe that enables such rotary joining.

(1)本発明に係る流体供給管付き鋼管杭の回転接合方法は、回転接合されると共に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭の回転接合方法であって、
下杭側流体供給管が取り付けられて地盤に打設された下杭の上方に、上杭側流体供給管が仮り取付された上杭を吊り支持する工程と、前記上杭側流体供給管を前記下杭側流体供給管に接続する流体供給管接続工程と、上杭側流体供給管を上杭の回転に追従しない状態で保持して上杭を下杭に回転接合する杭回転接合工程と、上杭が下杭に回転接合された状態で前記上杭側流体供給管が前記上杭内面に対して周方向に移動するのを規制する上杭側流体供給管周方向移動規制工程と、を備えたことを特徴とするものである。
(1) A method for rotationally joining a steel pipe pile with a fluid supply pipe according to the present invention includes a fluid supply pipe that is rotationally joined and arranged in the pile axis direction to supply a fluid to the inner surface of the pile and/or the tip of the pile. A rotational joining method for a steel pipe pile with a fluid supply pipe,
A step of suspending and supporting the upper pile to which the upper pile side fluid supply pipe is temporarily attached above the lower pile driven into the ground with the lower pile side fluid supply pipe attached; A fluid supply pipe connecting step of connecting to the lower pile side fluid supply pipe, and a pile rotation joining step of holding the upper pile side fluid supply pipe in a state not following the rotation of the upper pile and rotationally joining the upper pile to the lower pile. an upper pile side fluid supply pipe circumferential movement restricting step of restricting the movement of the upper pile side fluid supply pipe in the circumferential direction with respect to the inner surface of the upper pile in a state where the upper pile is rotationally joined to the lower pile; It is characterized by having

(2)また、回転接合されると共に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭の回転接合方法であって、
下杭側流体供給管が取り付けられて地盤に打設された下杭の上方に上杭を吊り支持する工程と、吊り支持された上杭の内部に上杭側流体供給管を挿入して前記下杭側流体供給管に接続する流体供給管接続工程と、上杭側流体供給管を上杭の回転に追従しない状態で保持して上杭を下杭に回転接合する杭回転接合工程と、上杭が下杭に回転接合された状態で前記上杭側流体供給管が前記上杭内面に対して周方向に移動するのを規制する上杭側流体供給管周方向移動規制工程と、を備えたことを特徴とするものである。
(2) A method for rotationally joining a steel pipe pile with a fluid supply pipe provided with a fluid supply pipe that is rotationally joined and arranged in the pile axis direction to supply a fluid to the inner surface of the pile and/or the tip of the pile,
A step of suspending and supporting the upper pile above the lower pile driven into the ground with the lower pile side fluid supply pipe attached; inserting the upper pile side fluid supply pipe into the inside of the suspended and supported upper pile; A fluid supply pipe connecting step of connecting to the lower pile side fluid supply pipe, a pile rotation joining step of holding the upper pile side fluid supply pipe in a state not following the rotation of the upper pile and rotationally joining the upper pile to the lower pile; an upper pile-side fluid supply pipe circumferential movement restricting step of restricting circumferential movement of the upper pile-side fluid supply pipe with respect to the inner surface of the upper pile in a state where the upper pile is rotationally joined to the lower pile; It is characterized by having

(3)また、上記(1)又は(2)に記載のものにおいて、前記上杭側流体供給管周方向移動規制工程は、上杭内面に設けた係合部に前記上杭側流体供給管が杭回転接合完了時に係合することで、前記上杭側流体供給管の周方向移動が規制されることを特徴とするものである。 (3) In addition, in the above (1) or (2), the upper pile side fluid supply pipe circumferential movement restricting step includes engaging portions provided on the inner surface of the upper pile side fluid supply pipe. is engaged when the pile rotational joining is completed, thereby restricting the circumferential movement of the upper pile-side fluid supply pipe.

(4)また、上記(3)に記載のものにおいて、前記係合部は、杭軸方向に延びて前記上杭側流体供給管が挿入される溝部と、該溝部に向かって登り傾斜となる傾斜面部とを備えてなり、
前記杭回転接合工程は、前記上杭側流体供給管の上端部を、回転方向の移動を規制しつつ径方向の移動を許容して保持し、
上杭側流体供給管周方向移動規制工程は、前記上杭側流体供給管が径方向に移動することで前記傾斜面部を乗り越えて前記溝部に挿入されることを特徴とするものである。
(4) In addition, in the above (3), the engaging portion includes a groove portion extending in the pile axis direction and into which the upper pile side fluid supply pipe is inserted, and an upward slope toward the groove portion. and an inclined surface portion,
In the pile rotation joining step, the upper end of the upper pile side fluid supply pipe is held while allowing movement in the radial direction while restricting movement in the rotation direction,
The upper pile-side fluid supply pipe circumferential movement restricting step is characterized in that the upper pile-side fluid supply pipe is moved in the radial direction so as to overcome the inclined surface portion and be inserted into the groove portion.

(5)本発明に係る流体供給管付き鋼管杭は、鋼管と、該鋼管の端部に設けられた継手部と、前記鋼管の管軸方向に配設されて鋼管内面及び/または鋼管先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭であって、
前記鋼管内面に設けられて前記流体供給管に係合して該流体供給管の周方向の移動を規制する係合部を備え、
該係合部は、鋼管を回転接合したときに回転嵌合完了時点で前記流体供給管が係合する位置に設けられていることを特徴とするものである。
(5) A steel pipe pile with a fluid supply pipe according to the present invention includes a steel pipe, a joint portion provided at the end of the steel pipe, and a steel pipe inner surface and / or a steel pipe tip disposed in the pipe axial direction of the steel pipe. A steel pipe pile with a fluid supply pipe that supplies a fluid,
An engaging portion provided on the inner surface of the steel pipe and engaged with the fluid supply pipe to restrict circumferential movement of the fluid supply pipe,
The engagement portion is provided at a position where the fluid supply pipe is engaged when the rotation fitting is completed when the steel pipes are rotationally joined.

(6)また、上記(5)に記載のものにおいて、前記係合部は、杭軸方向に延びて前記上杭側流体供給管が挿入される溝部と、該溝部に向かって登り傾斜となる傾斜面部とを備えてなることを特徴とするものである。 (6) In addition, in the above (5), the engaging portion includes a groove portion extending in the pile axis direction and into which the upper pile side fluid supply pipe is inserted, and an upward slope toward the groove portion. and an inclined surface portion.

本発明によれば、回転接合されると共に杭先端に流体を供給する流体供給管を備えた鋼管杭において、流体供給管にねじれを発生させることなく上杭と下杭の回転接合とを容易にかつ効率よく行うことができる。 According to the present invention, in a steel pipe pile that is rotationally joined and has a fluid supply pipe that supplies a fluid to the tip of the pile, it is possible to easily rotationally join the upper pile and the lower pile without causing twisting in the fluid supply pipe. and efficiently.

本発明の実施の形態に係る流体供給管付き鋼管杭の回転接合方法の施工手順の説明図である。BRIEF DESCRIPTION OF THE DRAWINGS It is explanatory drawing of the construction procedure of the rotation joining method of the steel pipe pile with a fluid supply pipe which concerns on embodiment of this invention. 実施の形態における上杭を吊り支持する工程で用いる部材の説明図である。It is explanatory drawing of the member used at the process of suspending and supporting the upper pile in embodiment. 実施の形態における上杭を吊り支持する工程の一例の説明図である。It is explanatory drawing of an example of the process of suspending and supporting the upper pile in embodiment. 実施の形態における上杭を吊り支持する工程で用いる三又部材の設置方法の説明図である。It is explanatory drawing of the installation method of the three-pronged member used at the process of suspending and supporting the upper pile in embodiment. 実施の形態における流体供給管接続工程で用いる接続部材の説明図である。FIG. 5 is an explanatory diagram of a connecting member used in a fluid supply pipe connecting step in the embodiment; 実施の形態における上杭側流体供給管周方向移動規制工程で用いる係合部の説明図である。It is explanatory drawing of the engaging part used by the upper pile side fluid supply pipe circumferential direction movement control process in embodiment. 実施の形態における杭回転接合工程と上杭側流体供給管周方向移動規制工程における流体供給管、上杭及び下杭の相対関係の説明図である。It is explanatory drawing of the relative relationship of the fluid supply pipe, an upper pile, and a lower pile in a pile rotation joining process and an upper pile side fluid supply pipe circumferential direction movement control process in embodiment. 実施の形態の上杭を吊り支持する工程に用いる部材の他の態様の説明図であって、ねじ接合前の状態を示す図である。It is explanatory drawing of the other aspect of the member used for the process of suspending and supporting the upper pile of embodiment, Comprising: It is a figure which shows the state before screw joint. 実施の形態の上杭を吊り支持する工程に用いる部材の他の態様の要部を説明する図である(その1)。It is a figure explaining the principal part of the other aspect of the member used for the process of suspending and supporting the upper pile of embodiment (part 1). 実施の形態の上杭を吊り支持する工程に用いる部材の他の態様の説明図であって、ねじ接合後の状態を示す図である。It is explanatory drawing of the other aspect of the member used for the process of suspending and supporting the upper pile of embodiment, Comprising: It is a figure which shows the state after screw connection. 実施の形態の上杭を吊り支持する工程に用いる部材の他の態様の要部を説明する図である(その2)。It is a figure explaining the principal part of the other aspect of the member used for the process of suspending and supporting the upper pile of embodiment (part 2).

本実施の形態では、杭を回転接合するための機構として、杭端部にねじ継手を用いる場合を例に挙げて説明する。
本実施の形態は、図1に示すように、ねじ継手1で回転接合されると共に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管3を備えた流体供給管付き鋼管杭5の回転接合方法であって、下杭側流体供給管3bが取り付けられて地盤に打設された下杭5bの上方に、上杭側流体供給管3aが仮り取付された上杭5aを吊り支持する工程(図1(a)参照)と、上杭側流体供給管3aを下杭側流体供給管3bに接続する流体供給管接続工程(図1(b)参照)と、上杭側流体供給管3aを上杭5aの回転に追従しない状態で保持して上杭5aを下杭5bに回転接合する杭回転接合工程(図1(c)参照)と、上杭5aが下杭5bに回転接合された状態で上杭側流体供給管3aが上杭内面に対して周方向に移動するのを規制する上杭側流体供給管3a周方向移動規制工程(図1(d)参照)と、を備えている。
以下、各工程と各工程に用いる機器について説明する。
なお、本発明においては外径が、φ300mm~φ2000mm程度の鋼管杭を対象としている。
In this embodiment, as a mechanism for rotationally joining piles, a case where a screw joint is used at the end of the pile will be described as an example.
As shown in FIG. 1, the present embodiment comprises a fluid supply pipe 3 that is rotationally joined by a threaded joint 1 and arranged in the pile axis direction to supply the fluid to the inner surface of the pile and/or the tip of the pile. A rotary joining method for a steel pipe pile 5 with a supply pipe, wherein the upper pile side fluid supply pipe 3a is temporarily attached above the lower pile 5b that is driven into the ground with the lower pile side fluid supply pipe 3b attached. A step of suspending and supporting the upper pile 5a (see FIG. 1(a)), and a fluid supply pipe connecting step of connecting the upper pile side fluid supply pipe 3a to the lower pile side fluid supply pipe 3b (see FIG. 1(b)). , a pile rotation joining step (see FIG. 1(c)) in which the upper pile side fluid supply pipe 3a is held in a state not following the rotation of the upper pile 5a and the upper pile 5a is rotationally joined to the lower pile 5b; is rotationally connected to the lower pile 5b, the upper pile-side fluid supply pipe 3a is restricted from moving in the circumferential direction with respect to the inner surface of the upper pile (Fig. 1 ( d) see).
Each step and equipment used in each step will be described below.
In the present invention, steel pipe piles with an outer diameter of about φ300 mm to φ2000 mm are targeted.

<上杭を吊り支持する工程>
この工程は、下杭側流体供給管3bが取り付けられて地盤に打設された下杭5bの上方に、上杭側流体供給管3aが仮り取付された上杭5aを吊り支持する工程である(図1(a)参照)。
この工程を実現するための部材としては、例えば図2に示す、吊天秤7(図2(a))と三又部材9(図2(b))が挙げられる。
<Process of suspending and supporting the upper pile>
This step is a step of suspending and supporting the upper pile 5a to which the upper pile-side fluid supply pipe 3a is temporarily attached above the lower pile 5b to which the lower pile-side fluid supply pipe 3b is attached and driven into the ground. (See FIG. 1(a)).
Members for realizing this process include, for example, the suspension balance 7 (FIG. 2(a)) and the three-pronged member 9 (FIG. 2(b)) shown in FIG.

吊天秤7は、図3に示すように、ねじ継手1を有する上杭5aを2箇所で吊り、上杭5aは吊天秤7で吊られることで、吊天秤7と共に回転できる。
三又部材9は、上杭側流体供給管3aを上杭5a内に配置した状態で、上杭5aとは独立して保持するための部材である。
As shown in FIG. 3 , the suspension balance 7 suspends the upper pile 5 a having the threaded joint 1 at two locations, and the suspension balance 7 suspends the upper pile 5 a so that it can rotate together with the suspension balance 7 .
The three-pronged member 9 is a member for holding the upper pile-side fluid supply pipe 3a in the upper pile 5a independently of the upper pile 5a.

三又部材9は、図2(b)に示すように、120度の間隔で配置された3つの辺部9aの基端部が中央で接合され、各辺部9aの先端には上杭側流体供給管3aを挿通するための長穴9b(図4参照)が設けられている。三又部材9を用いることで、3本の上杭側流体供給管3aを保持することができる。
三又部材9は、長穴9bに上杭側流体供給管3aを挿通して保持した状態で上杭5aに仮り取付(着脱可能な固定具で一時的に固定すること)し、図3に示す吊天秤7の中央部に設けたチェーン11などで吊り下げて、上杭5aの上端面近傍に配置する。
As shown in FIG. 2(b), the three-pronged member 9 has three side portions 9a arranged at intervals of 120 degrees, whose base ends are joined at the center, and the upper pile side is attached to the tip of each side portion 9a. An elongated hole 9b (see FIG. 4) is provided for inserting the fluid supply pipe 3a. By using the three-pronged member 9, the three upper pile-side fluid supply pipes 3a can be held.
The three-pronged member 9 is temporarily attached to the upper pile 5a (temporarily fixed with a detachable fixture) while the upper pile-side fluid supply pipe 3a is inserted into the long hole 9b and held, and as shown in FIG. It is suspended by a chain 11 or the like provided in the central portion of the suspension balance 7 shown in FIG.

上記のようにすれば、上杭5aと共に吊天秤7が回転しても、三又部材9は回転することなく上杭5aとは独立した動きをすることができる。このため、三又部材9に保持された上杭側流体供給管3aは、上杭5aの回転に追従することなく保持される。
なお、三又部材9に設けた長穴9bは径方向に長いので、長穴9bに挿通されている上杭側流体供給管3aは長穴9b内を径方向に移動することができる。
By doing so, even if the suspension balance 7 rotates together with the upper pile 5a, the three-pronged member 9 does not rotate and can move independently of the upper pile 5a. Therefore, the upper pile-side fluid supply pipe 3a held by the three-prong member 9 is held without following the rotation of the upper pile 5a.
Since the elongated hole 9b provided in the three-pronged member 9 is long in the radial direction, the upper pile-side fluid supply pipe 3a inserted through the elongated hole 9b can move radially within the elongated hole 9b.

上記の例は上杭側流体供給管3aが仮り取付された上杭5aを吊り支持するものであったが、上杭5aを吊り支持した後で上杭側流体供給管3aを上杭5a内に挿入するようにしてもよい。 In the above example, the upper pile 5a to which the upper pile-side fluid supply pipe 3a is temporarily attached is suspended and supported. may be inserted into the

<流体供給管接続工程>
流体供給管接続工程は、上杭側流体供給管3aを下杭側流体供給管3bに接続する工程である(図1(b)参照)。
ねじ継手接合部付近の流体供給管3は、回転接合する継手付鋼管杭の鋼管内面形状に対応できるように、例えば、図5に示すように、ねじ継手1を避けるように鋼管内側に向けて屈曲する形状にする。上杭側流体供給管3aの下端や下杭側流体供給管3bの上端の接続部は例えばカプラー13によって接続する。接続用の部材としては、カプラー13の他、ソケットやジョイントパイプ等でもよい。
なお、図5では、ねじ継手1の接続後の配置関係を示している。
<Fluid supply pipe connection process>
The fluid supply pipe connecting step is a step of connecting the upper pile side fluid supply pipe 3a to the lower pile side fluid supply pipe 3b (see FIG. 1(b)).
The fluid supply pipe 3 near the joint portion of the threaded joint is directed toward the inner side of the steel pipe so as to avoid the threaded joint 1 as shown in FIG. Make a curved shape. The lower end of the upper pile-side fluid supply pipe 3a and the upper end of the lower pile-side fluid supply pipe 3b are connected by couplers 13, for example. The connecting member may be a socket, a joint pipe, or the like, in addition to the coupler 13 .
In addition, FIG. 5 shows the positional relationship after connection of the threaded joint 1 .

<杭回転接合工程>
杭回転接合工程は、上杭側流体供給管3aを上杭5aの回転に追従しない状態で保持して上杭5aを下杭5bに回転接合する工程である(図1(c)参照)。
上杭5aを回転する方法としては、特に限定されるものではないが、回転バンド14を使った人力による回転や、牽引工具を用いた回転、施工機械の回転機構を利用した回転などが想定できるが、現場の状況に応じて適切なものを選択すればよい。
本実施の形態では、上杭5aは図3に示すように吊天秤7に吊られているので、簡単に回すことができる。また、流体供給管3aは下杭側流体供給管3bと接続され、かつ三又部材9で保持されているので、上杭5aの回転には追従しない。
<Pile rotation joining process>
The pile rotational joining process is a process of holding the upper pile side fluid supply pipe 3a in a state not following the rotation of the upper pile 5a and rotationally joining the upper pile 5a to the lower pile 5b (see FIG. 1(c)).
The method of rotating the upper pile 5a is not particularly limited, but rotation by human power using the rotating band 14, rotation using a traction tool, rotation using the rotation mechanism of the construction machine, etc. can be assumed. However, an appropriate one should be selected according to the situation at the site.
In this embodiment, the upper pile 5a is suspended by the suspension balance 7 as shown in FIG. 3, so that it can be easily turned. Further, since the fluid supply pipe 3a is connected to the lower pile side fluid supply pipe 3b and held by the three-pronged member 9, it does not follow the rotation of the upper pile 5a.

<上杭側流体供給管周方向移動規制工程>
上杭側流体供給管周方向移動規制工程は、上杭5aが下杭5bに回転接合された状態で上杭側流体供給管3aが上杭5a内面に対して周方向に移動するのを規制する工程である(図1(d)参照)。
本工程の一つの態様として、上杭5a内面に設けた係合部15に上杭側流体供給管3aが、上杭5aの杭回転接合完了時に係合することで、上杭側流体供給管3aの周方向移動が規制されるようにする態様が挙げられる。
<Upper pile side fluid supply pipe circumferential movement restriction process>
The upper pile-side fluid supply pipe circumferential movement restriction step restricts the upper pile-side fluid supply pipe 3a from moving in the circumferential direction with respect to the inner surface of the upper pile 5a while the upper pile 5a is rotationally joined to the lower pile 5b. (see FIG. 1(d)).
As one aspect of this process, the upper pile side fluid supply pipe 3a is engaged with the engaging portion 15 provided on the inner surface of the upper pile 5a when the pile rotation joining of the upper pile 5a is completed, so that the upper pile side fluid supply pipe There is an aspect in which the circumferential movement of 3a is restricted.

係合部15の例としては、図6(a)に示すように、平面視で直角三角形の2つのブロック体15aを、各部材の直角を挟む辺部9aを所定の間隔(流体供給管3の外径より少し大きい間隔)離して対向配置することで溝部15bを形成して上杭5a内面に固定したものや、図6(b)に示すように、ブロック体15aとL字片15cを組み合わせたものであって、L字片15cの開口側を上杭5aの周方向の片側に向けて上杭5a内面に固定し、上杭5aの内周面であってL字片15cの開口側にブロック体15aを固定したものが挙げられる。
係合部15の上杭周方向の個数は、流体供給管3の本数に合わせて設定する。また、係合部15の上杭軸方向の個数や設置位置は、上杭5aの寸法(径や長さ)や、杭施工機の仕様に合わせて選択すればよい。もっとも、杭頭付近とねじ継手近傍などには、軸方向の間隔を狭くして複数個設けるようにしてもよい。
As an example of the engaging portion 15, as shown in FIG. 6(a), two block bodies 15a, which are right-angled triangles in plan view, are separated by a predetermined interval (fluid supply pipe 3 A gap slightly larger than the outer diameter of the block body 15a and the L-shaped piece 15c as shown in FIG. It is a combination, the opening side of the L-shaped piece 15c is directed to one side in the circumferential direction of the upper pile 5a and fixed to the inner surface of the upper pile 5a, and the inner peripheral surface of the upper pile 5a and the opening of the L-shaped piece 15c For example, a block body 15a is fixed on the side.
The number of engaging portions 15 in the circumferential direction of the upper pile is set according to the number of fluid supply pipes 3 . The number and installation position of the engaging portions 15 in the axial direction of the upper pile may be selected according to the dimensions (diameter and length) of the upper pile 5a and the specifications of the pile construction machine. However, it is also possible to provide a plurality of them in the vicinity of the pile head and in the vicinity of the threaded joint, etc., with narrower intervals in the axial direction.

なお、図6においては、上杭5aの回転に伴い流体供給管3が上杭周方向に相対移動する様子を図示しており、図6(a)の態様では、上杭側流体供給管3が径方向に相対移動することで係合部15であるブロック体15aの傾斜面部を乗り越えて溝部15bに挿入され係止され、図6(b)の態様では、上杭側流体供給管3が径方向に相対移動して係合部15を構成するブロック体15aの傾斜面部を乗り越えてL字片15cとブロック体15aで形成される溝部15bに入って係止される。 6 shows how the fluid supply pipe 3 moves relative to the upper pile circumferential direction as the upper pile 5a rotates. In the embodiment of FIG. is inserted into the groove portion 15b over the inclined surface portion of the block body 15a, which is the engaging portion 15, and locked, and in the mode of FIG. It moves relatively in the radial direction, climbs over the inclined surface portion of the block body 15a constituting the engaging portion 15, enters the groove portion 15b formed by the L-shaped piece 15c and the block body 15a, and is locked.

ねじ継手1の回転接合が完了して流体供給管3の移動規制がなされると接合が完了する。
なお、接合完了後に逆回転を防止するためのピンを設置してもよい。
係合部15によって、流体供給管3の周方向の移動を規制することで、杭貫入時に杭内に流入する土によって流体供給管3が移動するのを効果的に防止でき、杭貫入時の流体供給管3の変形や外れを防止することができる。
When the rotational joining of the threaded joint 1 is completed and the movement of the fluid supply pipe 3 is restricted, the joining is completed.
A pin may be installed to prevent reverse rotation after completion of joining.
By restricting the movement of the fluid supply pipe 3 in the circumferential direction by the engaging portion 15, it is possible to effectively prevent the movement of the fluid supply pipe 3 due to the soil flowing into the pile when the pile is penetrated. Deformation and detachment of the fluid supply pipe 3 can be prevented.

上述した杭回転接合工程と上杭側流体供給管周方向移動規制工程における流体供給管3、上杭5a及び下杭5bの相対関係について図7に基づいて説明する。図7(A)は上杭5aの内面を、図7(B)は下杭5bの内面をそれぞれ示している。
また、図中のA、Bに付した数字は、図7(A-1)のねじ継手接合前の状態から上杭5aの時計回りへの回転が、数字が大きくなるにしたがって進み、図7(A-5)のねじ継手完了の状態に至ることを示したものである。
The relative relationship between the fluid supply pipe 3, the upper pile 5a and the lower pile 5b in the above-described pile rotation joining step and upper pile side fluid supply pipe circumferential movement restricting step will be described with reference to FIG. 7A shows the inner surface of the upper pile 5a, and FIG. 7B shows the inner surface of the lower pile 5b.
In addition, the numbers attached to A and B in the figure indicate that the clockwise rotation of the upper pile 5a from the state before joining the threaded joint in FIG. It shows that the threaded joint is completed in (A-5).

図7(A-1)の状態から上杭5aが時計回りに回転すると、流体供給管3が係合部15に徐々に近づき(図7(A-2)~図7(A-3))、さらに回転すると、流体供給管3が係合部15の傾斜面部に乗り上げて(図7(A-4))、その後、係合部15の溝部15bに嵌り込む(図7(A-5))。これによって、流体供給管3の周方向への移動が規制される。
一連の流れの中で、図7(B-1)~図7(B-5)に示されるように、下杭5bは回転せず、また下杭5bと流体供給管3の相対位置は変わらない。
When the upper pile 5a rotates clockwise from the state of FIG. 7(A-1), the fluid supply pipe 3 gradually approaches the engaging portion 15 (FIGS. 7(A-2) to 7(A-3)). When further rotated, the fluid supply pipe 3 rides on the inclined surface portion of the engaging portion 15 (FIG. 7 (A-4)) and then fits into the groove portion 15b of the engaging portion 15 (FIG. 7 (A-5). ). This restricts the movement of the fluid supply pipe 3 in the circumferential direction.
In a series of flows, as shown in FIGS. 7(B-1) to 7(B-5), the lower pile 5b does not rotate and the relative positions of the lower pile 5b and the fluid supply pipe 3 do not change. do not have.

図7(A-4)に示すように、流体供給管3が係合部15の傾斜面部を乗り越える際には流体供給管3が上杭5aの径内方向に移動しているが、これは図4に示すように、流体供給管3を保持している三又部材9の長穴9bが径方向に延びていることでこの動きの円滑化を図っている。もっとも、仮に長穴9bによる径内方向への移動を許容していなくても、流体供給管3はある程度の長さを有しており撓むことができるので、この撓みによって係合部15の山を乗り越えることもできる。 As shown in FIG. 7A-4, when the fluid supply pipe 3 climbs over the inclined surface portion of the engaging portion 15, the fluid supply pipe 3 moves radially inward of the upper pile 5a. As shown in FIG. 4, the elongated hole 9b of the three-pronged member 9 holding the fluid supply pipe 3 extends radially to facilitate this movement. However, even if the elongated hole 9b is not allowed to move radially inward, the fluid supply pipe 3 has a certain length and can be bent. You can climb mountains.

本実施の形態によれば、ねじ継手1で回転接合されると共に杭先端に流体を供給する流体供給管3を備えた鋼管杭において、上杭5aと下杭5bの接合時において流体供給管3の接合と鋼管杭の回転接合と容易にかつ効率よく行うことができる。 According to this embodiment, in the steel pipe pile that is rotationally joined by the threaded joint 1 and has the fluid supply pipe 3 that supplies fluid to the tip of the pile, when the upper pile 5a and the lower pile 5b are joined, the fluid supply pipe 3 It is possible to easily and efficiently join joints of steel pipe piles and rotary joints of steel pipe piles.

なお、上記の実施の形態の上杭5aを吊り支持する工程においては、流体供給管3を上杭5aの回転に追従しないように保持するための部材として三又部材9を用いた例を示したが、本発明はこれに限られるものではなく、以下に他の態様について説明する。 In the process of suspending and supporting the upper pile 5a in the above embodiment, an example of using the three-pronged member 9 as a member for holding the fluid supply pipe 3 so as not to follow the rotation of the upper pile 5a is shown. However, the present invention is not limited to this, and other aspects will be described below.

<他の態様>
他の態様としては、図8、図9に示すように、上杭5aの内径よりも若干小径のリング部材17の内側に上杭側流体供給管3aをサドルバンド19で固定し、リング部材17を上杭5aの内周面の4箇所に設置したストッパー21上に載置した態様である。
<Other aspects>
As another embodiment, as shown in FIGS. 8 and 9, the upper pile-side fluid supply pipe 3a is fixed with a saddle band 19 inside a ring member 17 having a slightly smaller diameter than the inner diameter of the upper pile 5a, and the ring member 17 are placed on stoppers 21 installed at four positions on the inner peripheral surface of the upper pile 5a.

ストッパー21は、図9の部分拡大図に示すように、上杭5aの内周面から径内方向に突出してリング部材17を載置する横片部21aと、横片部21aの先端から上方に立ち上がるように設けられてリング部材17の径内方向への移動を規制する縦片部21bを備えている。
また、リング部材17の外周部には、リング部材17と上杭5aの内周面との摩擦を低減するための摩擦低減部材としてのボールキャスター23を4箇所設けている。ボールキャスター23を設けることで、上杭5aが回転する際に、リング部材17が上杭5aに追従して回転するのを効果的に防止することができる。
As shown in the partially enlarged view of FIG. 9, the stopper 21 includes a horizontal piece portion 21a on which the ring member 17 is placed by protruding radially inward from the inner peripheral surface of the upper pile 5a, and an upper end portion of the horizontal piece portion 21a. A vertical piece portion 21b is provided so as to stand up on the outer surface of the ring member 17 to restrict the radially inward movement of the ring member 17. As shown in FIG.
Four ball casters 23 are provided on the outer periphery of the ring member 17 as friction reducing members for reducing friction between the ring member 17 and the inner peripheral surface of the upper pile 5a. By providing the ball caster 23, it is possible to effectively prevent the ring member 17 from rotating following the upper pile 5a when the upper pile 5a rotates.

上記の他の態様によれば、流体供給管3を保持したリング部材17をストッパー21上に載置し、かつ流体供給管3を下杭側流体供給管3bと連結した状態で上杭5aを回転すれば、リング部材17はストッパー21に載置されているだけであり、上杭5aの回転に追従せず、上杭5aの回転接合が進むと上杭5aが下降するのでリング部材17はストッパー21から離れる。このとき、上杭側流体供給管3aはリング部材17を介して互いに支え合うことで上杭5aの内周面に近接した位置を保持している。
そして、ねじ継手1の接合が完了した時点では、上記の実施の形態で説明したように、流体供給管3が係合部15に係止する。
According to the other aspect described above, the ring member 17 holding the fluid supply pipe 3 is placed on the stopper 21, and the upper pile 5a is moved while the fluid supply pipe 3 is connected to the lower pile side fluid supply pipe 3b. If it rotates, the ring member 17 is only placed on the stopper 21 and does not follow the rotation of the upper pile 5a. Move away from the stopper 21. At this time, the upper pile-side fluid supply pipes 3a support each other via the ring member 17, thereby maintaining a position close to the inner peripheral surface of the upper pile 5a.
Then, when the connection of the threaded joint 1 is completed, the fluid supply pipe 3 is engaged with the engaging portion 15 as described in the above embodiment.

図8はねじ継手1の接合前の状態を示し、図10はねじ継手1の接合完了状態を示している。
図10の状態では、リング部材17がストッパー21から離れ、流体供給管3が係合部15に係止している。
FIG. 8 shows the state of the threaded joint 1 before joining, and FIG. 10 shows the state of the threaded joint 1 after joining.
In the state shown in FIG. 10, the ring member 17 is separated from the stopper 21 and the fluid supply pipe 3 is engaged with the engaging portion 15. As shown in FIG.

なお、流体供給管3をリング部材17に保持する部材として、図11に示すように、Uボルト25を用いることもできる。Uボルト25を、U字の開口側を径内方向に向けると、U字の屈曲部が鋼管内面側となり、ボールキャスター23を設けなくても鋼管内面との摩擦低減効果が得られる。 As a member for holding the fluid supply pipe 3 to the ring member 17, a U-bolt 25 may be used as shown in FIG. When the U-shaped opening side of the U-bolt 25 is directed radially inward, the curved portion of the U-shape faces the inner surface of the steel pipe, and the effect of reducing friction with the inner surface of the steel pipe can be obtained without providing the ball caster 23 .

上記の実施の形態は、杭を回転接合するための機構として、杭端部にねじ継手を用いたものを例示して説明したが、本発明はこれに限られるものではなく、接合時に回転を伴う継手部を用いるものであれば適用可能である。このような継手部の例としては、外側継手管に内側継手管を挿入完了位置まで挿入して、挿入完了状態で外側継手管又は内側継手管を所定角度回転することで両者が係合して回転接合されるものが挙げられる。 In the above embodiment, as a mechanism for rotationally joining piles, a threaded joint is used at the end of the pile. It is applicable if it uses a joint part with it. As an example of such a joint portion, the inner joint pipe is inserted into the outer joint pipe to the insertion completion position, and the outer joint pipe or the inner joint pipe is rotated by a predetermined angle in the insertion completion state so that the two are engaged. Those that are rotationally joined can be mentioned.

1 ねじ継手
3 流体供給管
3a 上杭側流体供給管
3b 下杭側流体供給管
5 流体供給管付き鋼管杭
5a 上杭
5b 下杭
7 吊天秤
9 三又部材
9a 辺部
9b 長穴
11 チェーン
13 カプラー
14 回転バンド
15 係合部
15a ブロック体
15b 溝部
15c L字片
17 リング部材
19 サドルバンド
21 ストッパー
21a 横片部
21b 縦片部
23 ボールキャスター
25 Uボルト
1 screw joint 3 fluid supply pipe 3a upper pile side fluid supply pipe 3b lower pile side fluid supply pipe 5 steel pipe pile with fluid supply pipe 5a upper pile 5b lower pile 7 suspension balance 9 trifurcated member 9a side portion 9b long hole 11 chain 13 Coupler 14 Rotating band 15 Engagement part 15a Block body 15b Groove part 15c L-shaped piece 17 Ring member 19 Saddle band 21 Stopper 21a Horizontal piece 21b Vertical piece 23 Ball caster 25 U-bolt

Claims (6)

回転接合されると共に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭の回転接合方法であって、
下杭側流体供給管が取り付けられて地盤に打設された下杭の上方に、上杭側流体供給管が仮り取付された上杭を吊り支持する工程と、前記上杭側流体供給管を前記下杭側流体供給管に接続する流体供給管接続工程と、上杭側流体供給管を上杭の回転に追従しない状態で保持して上杭を下杭に回転接合する杭回転接合工程と、上杭が下杭に回転接合された状態で前記上杭側流体供給管が前記上杭内面に対して周方向に移動するのを規制する上杭側流体供給管周方向移動規制工程と、を備えたことを特徴とする流体供給管付き鋼管杭の回転接合方法。
A method for rotationally joining a steel pipe pile with a fluid supply pipe provided with a fluid supply pipe that is rotationally joined and arranged in the pile axial direction to supply a fluid to the inner surface of the pile and/or the tip of the pile,
A step of suspending and supporting the upper pile to which the upper pile side fluid supply pipe is temporarily attached above the lower pile driven into the ground with the lower pile side fluid supply pipe attached; A fluid supply pipe connecting step of connecting to the lower pile side fluid supply pipe, and a pile rotation joining step of holding the upper pile side fluid supply pipe in a state not following the rotation of the upper pile and rotationally joining the upper pile to the lower pile. an upper pile side fluid supply pipe circumferential movement restricting step of restricting the movement of the upper pile side fluid supply pipe in the circumferential direction with respect to the inner surface of the upper pile in a state where the upper pile is rotationally joined to the lower pile; A rotational joining method for a steel pipe pile with a fluid supply pipe, comprising:
回転接合されると共に杭軸方向に配設されて杭内面及び/または杭先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭の回転接合方法であって、
下杭側流体供給管が取り付けられて地盤に打設された下杭の上方に上杭を吊り支持する工程と、吊り支持された上杭の内部に上杭側流体供給管を挿入して前記下杭側流体供給管に接続する流体供給管接続工程と、上杭側流体供給管を上杭の回転に追従しない状態で保持して上杭を下杭に回転接合する杭回転接合工程と、上杭が下杭に回転接合された状態で前記上杭側流体供給管が前記上杭内面に対して周方向に移動するのを規制する上杭側流体供給管周方向移動規制工程と、を備えたことを特徴とする流体供給管付き鋼管杭の回転接合方法。
A method for rotationally joining a steel pipe pile with a fluid supply pipe provided with a fluid supply pipe that is rotationally joined and arranged in the pile axial direction to supply a fluid to the inner surface of the pile and/or the tip of the pile,
A step of suspending and supporting the upper pile above the lower pile driven into the ground with the lower pile side fluid supply pipe attached; inserting the upper pile side fluid supply pipe into the inside of the suspended and supported upper pile; A fluid supply pipe connecting step of connecting to the lower pile side fluid supply pipe, a pile rotation joining step of holding the upper pile side fluid supply pipe in a state not following the rotation of the upper pile and rotationally joining the upper pile to the lower pile; an upper pile-side fluid supply pipe circumferential movement restricting step of restricting circumferential movement of the upper pile-side fluid supply pipe with respect to the inner surface of the upper pile in a state where the upper pile is rotationally joined to the lower pile; A rotational joining method for a steel pipe pile with a fluid supply pipe, comprising:
前記上杭側流体供給管周方向移動規制工程は、上杭内面に設けた係合部に前記上杭側流体供給管が杭回転接合完了時に係合することで、前記上杭側流体供給管の周方向移動が規制されることを特徴とする請求項1又は2に記載の流体供給管付き鋼管杭の回転接合方法。 In the upper pile side fluid supply pipe circumferential movement restriction step, the upper pile side fluid supply pipe is engaged with an engaging portion provided on the inner surface of the upper pile when the pile rotation joint is completed, so that the upper pile side fluid supply pipe 3. The rotational joining method for steel pipe piles with fluid supply pipes according to claim 1 or 2, wherein the circumferential movement of the is restricted. 前記係合部は、杭軸方向に延びて前記上杭側流体供給管が挿入される溝部と、該溝部に向かって登り傾斜となる傾斜面部とを備えてなり、
前記杭回転接合工程は、前記上杭側流体供給管の上端部を、回転方向の移動を規制しつつ径方向の移動を許容して保持し、
上杭側流体供給管周方向移動規制工程は、前記上杭側流体供給管が径方向に移動することで前記傾斜面部を乗り越えて前記溝部に挿入されることを特徴とする請求項3に記載の流体供給管付き鋼管杭の回転接合方法。
The engaging portion includes a groove portion extending in the pile axis direction and into which the upper pile side fluid supply pipe is inserted, and an inclined surface portion that slopes upward toward the groove portion,
In the pile rotation joining step, the upper end of the upper pile side fluid supply pipe is held while allowing movement in the radial direction while restricting movement in the rotation direction,
4. The upper pile side fluid supply pipe circumferential movement restricting step is characterized in that the upper pile side fluid supply pipe is moved in the radial direction so that the upper pile side fluid supply pipe overcomes the inclined surface portion and is inserted into the groove portion. rotational joining method for steel pipe piles with fluid supply pipes.
鋼管と、該鋼管の端部に設けられた継手部と、前記鋼管の管軸方向に配設されて鋼管内面及び/または鋼管先端に流体を供給する流体供給管を備えた流体供給管付き鋼管杭であって、
前記鋼管内面に設けられて前記流体供給管に係合して該流体供給管の周方向の移動を規制する係合部を備え、
該係合部は、鋼管を回転接合したときに回転嵌合完了時点で前記流体供給管が係合する位置に設けられていることを特徴とする流体供給管付き鋼管杭。
A steel pipe with a fluid supply pipe, comprising a steel pipe, a joint provided at the end of the steel pipe, and a fluid supply pipe arranged in the pipe axial direction of the steel pipe and supplying a fluid to the inner surface of the steel pipe and/or the tip of the steel pipe. a stake,
An engaging portion provided on the inner surface of the steel pipe and engaged with the fluid supply pipe to restrict circumferential movement of the fluid supply pipe,
A steel pipe pile with a fluid supply pipe, wherein the engaging portion is provided at a position where the fluid supply pipe is engaged when the steel pipes are rotationally joined and the fluid supply pipe is engaged when the rotational fitting is completed.
前記係合部は、杭軸方向に延びて前記上杭側流体供給管が挿入される溝部と、該溝部に向かって登り傾斜となる傾斜面部とを備えてなることを特徴とする請求項5に記載の流体供給管付き鋼管杭。 A fifth aspect of the present invention, wherein the engaging portion includes a groove portion extending in the axial direction of the pile and into which the upper pile side fluid supply pipe is inserted, and an inclined surface portion that slopes upward toward the groove portion. A steel pipe pile with a fluid supply pipe according to .
JP2021202194A 2021-12-14 2021-12-14 Rotational joint method for steel pipe pile with liquid supply pipe, and steel pipe pile with liquid supply pipe Pending JP2023087741A (en)

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