JP2000064272A - Connecting method of existing pile - Google Patents

Connecting method of existing pile

Info

Publication number
JP2000064272A
JP2000064272A JP10234484A JP23448498A JP2000064272A JP 2000064272 A JP2000064272 A JP 2000064272A JP 10234484 A JP10234484 A JP 10234484A JP 23448498 A JP23448498 A JP 23448498A JP 2000064272 A JP2000064272 A JP 2000064272A
Authority
JP
Japan
Prior art keywords
pile
pipe
injection pipe
injection
piles
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
JP10234484A
Other languages
Japanese (ja)
Inventor
Yasushi Ebihara
靖 蛯原
Koichi Koga
功一 古閑
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP10234484A priority Critical patent/JP2000064272A/en
Publication of JP2000064272A publication Critical patent/JP2000064272A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a connecting method of an existing pile in which a plurality of existing piles fitted with an inlet pipe can be easily positioned. SOLUTION: In a method in which a plurality of existing piles fitted with an inlet pipe 4 inside are connected to each other, each inlet pipe 4 is fitted to the inside of piles 1A, 1B to be connected so that its end part is not projected from a pile end part, and a double connection pipe in which an inner pipe and an outer pipe are slidable to each other is fitted to an end part of one inlet pipe 4 in a projecting manner. An end part of the other inlet pipe is coaxially positioned to and connected to the projecting part of the double connection pipe to connect the end parts of the piles to be connected to each other.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、内部に注入管を取
り付けた複数の既製杭を相互に接続する接続方法に関す
るもので、特に注入管の接続部を位置決め用に兼用する
既製杭の接続方法である。 【0002】 【従来の技術】注入管を取り付けた複数のプレストコン
クリート杭を相互に接続する方法として、実公平6−9
063号公報に示されているように、プレストコンクリ
ート杭の接続に際して、上杭(1A)を下杭(1C)に
降ろす際に、下杭(1C)の端板(14)から突出して
いるガイドピン(15)と、上杭(1A)の大径孔(1
6)とが合致するように上杭(1A)を回転微調整する
ことにより、ガイドピン(15)の上端円錐部(15
a)は上杭(1A)の大径孔(16)に挿入され端板
(14)同志は前記大径孔(16)内の皿溝(17)に
嵌めたOリングパッキン(R)を介して面接し接合させ
る方法がある(図4参照)。 【0003】 【発明が解決しようとする課題】しかしながら、このよ
うなプレストコンクリート杭の接続方法においては、注
入管とは別にガイドピンを設ける必要があり、構造が複
雑で、組立作業が煩雑になり、コスト高になるという問
題がある。そこで、本発明は、注入管を取り付けた複数
の既製杭を簡単に位置決めができる、既製杭の接続方法
を得ることを目的とするものである。 【0004】 【課題を解決するための手段】本発明は、以上のような
目的を達成するために、次のような既製杭の接続方法を
提供するものである。すなわち、内部に注入管を装着し
た複数の既製杭を相互に接続する方法において、接続す
べき杭内部に、それぞれの注入管をその端部が杭端部か
ら突出しないように装着し、一方の注入管の端部に内管
と外管が相対的にスライド可能な二重接続管を突出させ
て装着し、その二重接続管の突出部分に他方の注入管端
部を同軸に位置決めして接続して、接続すべき杭の端部
間を接続するようにしたことを特徴とする既製杭の接続
方法である。 【0005】 【発明の実施の形態】以下、本発明の実施の形態を説明
する。図1は、本発明の既製杭の上杭、中杭及び下杭の
各々の接続状態を示す縦断面図、図2は、本発明の注入
管の詳細図、図3は、杭の一部省略斜視図である。図に
おいて、(1)は外周面が外殻鋼管(1K)よりなる高
強度PC杭(Prestress High Conc
rte杭)、或いは鋼管杭等の既製杭であり、上杭(1
A)、中杭(1B)及び下杭(1C)のコンクリート部
(2)には、軸筋であるPC鋼棒(3)と球根造成液の
注入管(4)が各々埋設されている。注入管(4)は詳
しくは、上杭(1A)においては、一端に雌ネジを刻設
した注入管スリーブ(5)の他端部内径には、Oリング
(R)を嵌合した注入スライド管(6)の一端を圧嵌
し、前記注入スライド管(6)の他端部外径に雄ネジが
刻設され、該スライド管(6)の雄ネジに、内径全周に
雌ネジが刻設された短長な配管用ソケット(7)の一端
部が螺合されている。また、配管用ソケット(7)の他
端部内径には、両端部外径に雄ネジが刻設された長尺状
の注入導管(4a)の一端部が螺合接続されている。さ
らに、前記長尺状の注入導管(4a)の他端部には、全
長の略半分の内周に雌ネジを刻設した稍短長な注入管ソ
ケット(8)が螺合連結され、注入管(4)を構成して
いる。 【0006】以上のように、上杭(1A)の注入管
(4)は、注入管スリーブ(5)、Oリング(R)を備
えた注入スライド管(6)、配管用ソケット(7)、注
入導管(4a)及び注入管ソケット(8)が順次接続配
管され、中杭(1B)の注入管(4)の配列及び連結構
造も上枠(1A)の注入管(4)と同じ構成であるが、
中杭(1B)の注入管(4)は、該注入管(4)の先端
部に設けられた注入管スリーブ(5)の先端内径部に、
Oリング(R)を備えた注入管ジョイント(9)を圧嵌
し、該注入管ジョイント(9)の一部が突出されるよう
に構成されている。前記注入管ジョイント(9)は、注
入スライド管(6)を内管とし、該スライド管(6)に
対して相対的にスライド可能な注入管スリーブ(5)を
外管として嵌合させる二重接続管であり、上杭(1A)
と中杭(1B)及び中杭(1B)と下杭(1C)とを各
々接続させる際の位置決め機能を有するジョイントであ
る。 【0007】下枠(1C)の構成は、前記上杭(1A)
及び中杭(1B)の構成とは一部その構成を異にしてい
る。すなわち、下杭(1C)の略中間位置にはジオシン
セティック袋体のズレ止め(11)が円周上に設けら
れ、さらにその下部には、複数の付着増強部(12)が
複数段にわたり設けられ、終端部にはフリクションカッ
ター(13)が設けられている。また、下杭(1C)の
注入管(4)は、上杭(1A)及び中杭(1B)と同様
に、注入管スリーブ(5)、注入スライド管(6)、及
び配管用ソケット(7)がそれぞれ順次接続配管されて
いるが、上杭(1A)及び中杭(1B)との配管接続に
比較して異なる部分は、分岐管(10)が配管用ソケッ
ト(7)の一端に設けられていることである。なお、前
記分岐管(10)は、ジオシンセティック袋体(図示せ
ず)にファブリック球根造成液を注入するための管であ
り、U字型に形成されている。 【0008】以上のような構成を備えた既製杭におい
て、中杭(1B)をリーダー等により吊り上げ、既に埋
設されている下杭(1C)に装着された注入管(4)の
注入管ジョイント(9)の位置を目測により設定し、中
杭(1B)を下杭(1C)上に降ろす。そして、下杭
(1C)の上端部から突出している注入管ジョイント
(9)に、中杭(1B)端部から突出しないように装着
されている注入管(4)の注入管スリーブ(5)が合致
するように中杭(1B)が徐々に降下され、下杭(1
C)の注入管ジョイント(9)に中杭(1C)の注入管
スリーブ(5)が挿入され、中杭(1B)と下杭(1
C)は面接し、接続される。なお、上記の実施例の説明
は、下杭(1C)の上端部に注入管ジョイント(9)が
突出している例であるが、これに限定されるものではな
く、中杭(1B)の下端部に注入管ジョイント(9)を
突出させて下杭(1C)の注入管スリーブ(5)に嵌挿
するようにしてもよい。 【0009】このように、下杭(1C)の端部に突出し
た注入管ジョイント(9)に、中杭(1B)に設けた注
入管スリーブ(5)を目測により設定し、中杭(1B)
に装着した注入管スリーブ(5)を嵌入するだけで、両
杭(1B)(1C)が接続されるので、従来のようにガ
イドピン(15)を設ける必要がなく、注入管(4)が
位置決め用としての機能を奏し、さらには注入管スリー
ブ(5)に嵌入されたOリング(R)の機能とも相俟っ
て注入管(4)接続部のシール機能を発揮する。次い
で、上杭(1A)と中杭(1B)との接続も中杭(1
B)と下杭(1C)との接続方法と同様に接続され、上
杭(1A)、中杭(1B)及び下杭(1C)が完全に接
続作業を完了する。なお、上記実施例は上杭(1A)、
中杭(1B)及び下杭(1C)からなる3部材の例で説
明したが、本発明はこれに限定されるものではなく、少
なくとも上杭(1A)及び下杭(1C)の2部材以上の
接続であれば適宜実施可能であることはいうまでもな
い。 【0010】 【発明の効果】以上のような構成を備えた既製杭の接続
方法において、請求項1のものによれば、従来のように
ガイドピンを設ける必要がなく、注入管の杭端部から突
出する二重接続管が、杭及びその注入管の接続に際して
位置決めになると共に、注入管接続部のシール機能を発
揮する効果を奏する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection method for interconnecting a plurality of ready-made stakes having an injection pipe therein, and particularly to a connection method for the injection pipe. This is a connection method for ready-made piles that are also used for positioning. 2. Description of the Related Art As a method of interconnecting a plurality of prestressed concrete piles having an injection pipe attached thereto, Japanese Utility Model Application Publication No.
No. 063, a guide projecting from the end plate (14) of the lower pile (1C) when lowering the upper pile (1A) to the lower pile (1C) when connecting the prestressed concrete pile. The pin (15) and the large-diameter hole (1
Fine adjustment of the rotation of the upper stake (1A) so that the upper stake (6) coincides with the upper stake (1A) can be used.
a) is inserted into the large-diameter hole (16) of the upper pile (1A), and the end plates (14) are connected via the O-ring packing (R) fitted in the countersunk groove (17) in the large-diameter hole (16). (See FIG. 4). [0003] However, in such a method for connecting a prestressed concrete pile, it is necessary to provide a guide pin separately from the injection pipe, and the structure is complicated and the assembling work becomes complicated. However, there is a problem that the cost increases. Therefore, an object of the present invention is to provide a method for connecting a plurality of ready-made piles to which an injection pipe is attached, in which the plurality of ready-made piles can be easily positioned. [0004] In order to achieve the above object, the present invention provides the following method for connecting a ready-made pile. That is, in a method of interconnecting a plurality of ready-made piles having an injection pipe mounted therein, each injection pipe is mounted inside the pile to be connected so that its end does not protrude from the pile end. At the end of the injection pipe, a double connecting pipe in which the inner pipe and the outer pipe are relatively slidable is protruded and mounted, and the other injection pipe end is coaxially positioned at the protruding portion of the double connecting pipe. A method for connecting ready-made piles, wherein the piles are connected to each other and the ends of the piles to be connected are connected. [0005] Embodiments of the present invention will be described below. FIG. 1 is a longitudinal sectional view showing a connection state of an upper pile, a middle pile, and a lower pile of a ready-made pile of the present invention, FIG. 2 is a detailed view of an injection pipe of the present invention, and FIG. It is an abbreviated perspective view. In the figure, (1) is a high-strength PC pile (Pressure High Conc) whose outer peripheral surface is made of an outer shell steel pipe (1K)
rte pile) or a ready-made pile such as a steel pipe pile.
A), a concrete steel bar (2) of the middle pile (1B) and the lower pile (1C) are each buried with a PC steel rod (3) serving as a shaft and an injection pipe (4) of a bulb forming liquid. In the injection pipe (4), in detail, in the upper pile (1A), an injection slide in which an O-ring (R) is fitted to the inner diameter of the other end of the injection pipe sleeve (5) having an internal thread at one end. One end of the tube (6) is press-fitted, and a male screw is engraved on the outer diameter of the other end of the injection slide tube (6). One end of the engraved short pipe socket (7) is screwed. Further, one end of a long injection conduit (4a) in which male threads are engraved on the outer diameters of both ends is screw-connected to the inner diameter of the other end of the piping socket (7). Further, a slightly short injection tube socket (8) having a female screw engraved on the inner periphery of substantially half of the total length is screwed and connected to the other end of the long injection tube (4a). It constitutes a tube (4). As described above, the injection pipe (4) of the upper pile (1A) includes an injection pipe sleeve (5), an injection slide pipe (6) provided with an O-ring (R), a piping socket (7), The injection pipe (4a) and the injection pipe socket (8) are sequentially connected and connected, and the arrangement and connection structure of the injection pipe (4) of the middle pile (1B) are the same as those of the injection pipe (4) of the upper frame (1A). There is
The injection pipe (4) of the middle pile (1B) is attached to the inner diameter of the distal end of the injection pipe sleeve (5) provided at the distal end of the injection pipe (4).
The injection pipe joint (9) provided with the O-ring (R) is press-fitted, and a part of the injection pipe joint (9) is configured to protrude. The injection pipe joint (9) has an injection slide pipe (6) as an inner pipe and a slide pipe sleeve (5) slidable relative to the slide pipe (6) as an outer pipe. Connection pipe, upper pile (1A)
And a center pile (1B), and a joint having a positioning function when connecting the center pile (1B) and the lower pile (1C). The structure of the lower frame (1C) is similar to that of the upper pile (1A).
The configuration is partially different from the configuration of the middle pile (1B). That is, at a substantially intermediate position of the lower pile (1C), a shift stopper (11) for the geosynthetic bag is provided on the circumference, and further below the lower part, a plurality of adhesion enhancing portions (12) are provided over a plurality of stages. The end portion is provided with a friction cutter (13). The injection pipe (4) of the lower pile (1C) is similar to the upper pile (1A) and the middle pile (1B), and the injection pipe sleeve (5), the injection slide pipe (6), and the pipe socket (7). ) Are sequentially connected and connected, but the difference from the pipe connection with the upper pile (1A) and the middle pile (1B) is that the branch pipe (10) is provided at one end of the pipe socket (7). It is being done. The branch pipe (10) is a pipe for injecting a fabric bulb forming liquid into a geosynthetic bag (not shown), and is formed in a U-shape. In the ready-made pile having the above-mentioned structure, the middle pile (1B) is lifted by a leader or the like, and the injection pipe joint (4) of the injection pipe (4) mounted on the already buried lower pile (1C). The position of 9) is set by eye measurement, and the middle pile (1B) is lowered onto the lower pile (1C). Then, an injection pipe sleeve (5) of the injection pipe (4) attached to the injection pipe joint (9) projecting from the upper end of the lower pile (1C) so as not to protrude from the end of the middle pile (1B). The middle pile (1B) is gradually lowered so that
The injection pipe sleeve (5) of the middle pile (1C) is inserted into the injection pipe joint (9) of C), and the middle pile (1B) and the lower pile (1) are inserted.
C) is interviewed and connected. In the above embodiment, the injection pipe joint (9) protrudes from the upper end of the lower pile (1C). However, the present invention is not limited to this, and the lower end of the middle pile (1B) is not limited thereto. The injection pipe joint (9) may be made to protrude from the portion and fitted to the injection pipe sleeve (5) of the lower pile (1C). As described above, the injection pipe sleeve (5) provided on the middle pile (1B) is set by visual measurement on the injection pipe joint (9) projecting from the end of the lower pile (1C), and the inner pile (1B) is set. )
Since the two piles (1B) and (1C) are connected simply by inserting the injection pipe sleeve (5) attached to the pipe, there is no need to provide a guide pin (15) as in the prior art, and the injection pipe (4) is It has a function for positioning, and in addition to the function of the O-ring (R) fitted into the injection tube sleeve (5), exhibits a sealing function for the connection portion of the injection tube (4). Next, the connection between the upper pile (1A) and the middle pile (1B) was
B) and the lower pile (1C) are connected in the same manner as the connection method, and the upper pile (1A), the middle pile (1B) and the lower pile (1C) complete the connection operation completely. In addition, the said Example is an upper pile (1A),
Although an example of three members consisting of the middle pile (1B) and the lower pile (1C) has been described, the present invention is not limited to this, and at least two members of the upper pile (1A) and the lower pile (1C). Needless to say, this connection can be appropriately implemented. According to the method for connecting a ready-made stake having the above-mentioned structure, according to the first aspect, it is not necessary to provide a guide pin as in the prior art, and the stake end of the injection pipe is provided. The double connecting pipe protruding from the pipe is positioned when connecting the pile and the injection pipe, and has an effect of exerting a sealing function of the connection section of the injection pipe.

【図面の簡単な説明】 【図1】本発明の既製杭杭の上杭、中杭及び下杭の各々
の接続状態を示す縦断面図 【図2】本発明の注入管の詳細図 【図3】既製杭の一部省略斜視図 【図4】従来のプレストコンクリートの接続状態を示す
説明図 【符号の説明】 1 既製杭 1A 上杭 1B 中杭 1C 下杭 1K 外殻鋼管 2 コンクリート部 3 PC鋼棒 4 注入管 4a 注入導管 5 注入管スリーブ 6 注入スライド管 7 配管用ソケット 8 注入管ソケット 9 注入管ジョイント 10 分岐管 11 袋体のズレ止め 12 付着増強部 13 フリクションカッター 14 端板 15 ガイドピン 15aガイドピン上端円錐部 16 大径孔 17 皿溝
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view showing a connection state of an upper pile, a middle pile, and a lower pile of a ready-made pile of the present invention. FIG. 2 is a detailed view of an injection pipe of the present invention. 3: Partially omitted perspective view of a ready-made pile [Fig. 4] Explanatory diagram showing a connection state of a conventional prestressed concrete [Description of symbols] 1 Pre-made pile 1A Upper pile 1B Middle pile 1C Lower pile 1K Shell steel pipe 2 Concrete part 3 PC steel rod 4 Injection pipe 4a Injection pipe 5 Injection pipe sleeve 6 Injection slide pipe 7 Piping socket 8 Injection pipe socket 9 Injection pipe joint 10 Branch pipe 11 Detachment of bag body 12 Adhesion enhancing part 13 Friction cutter 14 End plate 15 Guide Pin 15a Guide pin upper end cone 16 Large diameter hole 17 Countersink

Claims (1)

【特許請求の範囲】 【請求項1】 内部に注入管を装着した複数の既製杭を
相互に接続する方法において、接続すべき杭内部に、そ
れぞれの注入管をその端部が杭端部から突出しないよう
に装着し、一方の注入管の端部に内管と外管が相対的に
スライド可能な二重接続管を突出させて装着し、その二
重接続管の突出部分に他方の注入管端部を同軸に位置決
めして接続して、接続すべき杭の端部間を接続するよう
にしたことを特徴とする既製杭の接続方法。
Claims: 1. A method for interconnecting a plurality of ready-made stakes having an injection pipe installed therein, wherein each injection pipe is connected to the inside of the pile to be connected with the end of the injection pipe extending from the end of the pile. Attach it so that it does not protrude, and attach a double connecting pipe that allows the inner pipe and the outer pipe to slide relative to each other at the end of one injection pipe. A method for connecting ready-made piles, wherein pipe ends are coaxially positioned and connected to connect ends of piles to be connected.
JP10234484A 1998-08-20 1998-08-20 Connecting method of existing pile Pending JP2000064272A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10234484A JP2000064272A (en) 1998-08-20 1998-08-20 Connecting method of existing pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10234484A JP2000064272A (en) 1998-08-20 1998-08-20 Connecting method of existing pile

Publications (1)

Publication Number Publication Date
JP2000064272A true JP2000064272A (en) 2000-02-29

Family

ID=16971755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10234484A Pending JP2000064272A (en) 1998-08-20 1998-08-20 Connecting method of existing pile

Country Status (1)

Country Link
JP (1) JP2000064272A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003302859A (en) * 2002-04-12 2003-10-24 Hitachi Printing Solutions Ltd Electrophotographic device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003302859A (en) * 2002-04-12 2003-10-24 Hitachi Printing Solutions Ltd Electrophotographic device

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