JP2016153579A - Steel pipe joint mechanism and connection method - Google Patents

Steel pipe joint mechanism and connection method Download PDF

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JP2016153579A
JP2016153579A JP2015032279A JP2015032279A JP2016153579A JP 2016153579 A JP2016153579 A JP 2016153579A JP 2015032279 A JP2015032279 A JP 2015032279A JP 2015032279 A JP2015032279 A JP 2015032279A JP 2016153579 A JP2016153579 A JP 2016153579A
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joint
inner joint
steel pipe
key
opening
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JP6456181B2 (en
Inventor
友之 鈴木
Tomoyuki Suzuki
友之 鈴木
山本 浩之
Hiroyuki Yamamoto
浩之 山本
健 永島
Takeshi Nagashima
健 永島
征 外山
Tadashi Toyama
征 外山
俊介 菊池
Shunsuke Kikuchi
俊介 菊池
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Kubota Corp
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Kubota Corp
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Priority to JP2015032279A priority Critical patent/JP6456181B2/en
Priority to SG11201608074SA priority patent/SG11201608074SA/en
Priority to PCT/JP2015/085892 priority patent/WO2016132650A1/en
Priority to US15/302,151 priority patent/US20170183837A1/en
Priority to KR1020167028612A priority patent/KR20170120486A/en
Publication of JP2016153579A publication Critical patent/JP2016153579A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/28Prefabricated piles made of steel or other metals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/28Prefabricated piles made of steel or other metals
    • E02D5/285Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526Connection means between pile segments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete

Abstract

PROBLEM TO BE SOLVED: To simplify a connecting structure of a pair of steel pipes and reduce cost.SOLUTION: A joint mechanism of a pair of steel pipe piles 1A, 1B comprises: an inner joint 10A, which is disposed on the steel pipe pile 1A; an inner joint 10B; an exterior joint 20, which is installed around the inner joint 10A of the steel pipe pile 1A and an inner joint 10B of the steel pipe pile 1B; and a key member 30, which prevents the pair of steel pipe piles 1A, 1B from moving relative to each other in longer direction of the steel pipe pile 1. On the exterior joint 20, openings 22 (22A, 22B) are formed in order to insert split key members 31 composing a key member 30 into key grooves. The key groove comprises: outward peripheral grooves 13 (13A, 13B), which are formed on circumferences of the inner joint 10A and the inner joint 10B, respectively, from the outer peripheral surface of the exterior joint; and inward peripheral grooves 23 (23A, 23B), which are disposed on inner periphery of the exterior joint 20 so as to face the outward peripheral grooves 13 (13A, 13B).SELECTED DRAWING: Figure 1

Description

本発明は、鋼管の継手機構及び連結方法に関する。   The present invention relates to a steel pipe joint mechanism and a connection method.

構造物設置用の基礎杭や土留め用矢板,地滑り抑止杭,橋脚用柱などを構成するための鋼管の一例として鋼管杭が使用される。軟弱な地盤の下にある硬い地盤である支持層内に到達する長さの鋼管杭が必要となるが、製作や運搬等の都合から、工場製作された数メートルから数十メートル程度の鋼管杭を現場に搬入し、現場で複数の鋼管杭を上下に連結しながら所定の長さのものを形成することが行われている。   Steel pipe piles are used as an example of steel pipes for constructing foundation piles for structure installation, retaining sheet piles, landslide deterrent piles, pier columns, and the like. A steel pipe pile with a length that reaches the support layer, which is the hard ground under the soft ground, is required, but for the convenience of production and transportation, the steel pipe pile of several meters to several tens of meters manufactured at the factory Is formed on the site, and a plurality of steel pipe piles are connected to each other at the site to form a predetermined length.

上記のような、鋼管杭を連結するための機構として、特許文献1には、機械式の継手機構が提案されている。   As a mechanism for connecting steel pipe piles as described above, Patent Document 1 proposes a mechanical joint mechanism.

この継手機構は、外嵌部材の内向き周溝と内嵌部材の外向き周溝とを同じ溝幅で形成しておき、外嵌部材と内嵌部材とを互いに嵌合させた状態で内向き周溝と外向き周溝とを互いに対向させて、予め内向き周溝に内蔵したキー部材を外向き周溝側に押出して、内向き周溝と外向き周溝とに亘って嵌合することによって、一対の鋼管杭同士を該鋼管杭の長手方向に相対移動することを不可能に連結する構成となっている。   In this joint mechanism, the inner circumferential groove of the outer fitting member and the outer circumferential groove of the inner fitting member are formed with the same groove width, and the inner fitting member and the inner fitting member are fitted to each other. The facing circumferential groove and the outward circumferential groove are opposed to each other, and the key member built in the inward circumferential groove is extruded to the outward circumferential groove side, and is fitted over the inward circumferential groove and the outward circumferential groove. By doing, it becomes the structure which couple | bonds a pair of steel pipe piles impossible to move relatively in the longitudinal direction of this steel pipe pile.

特許第3158081号公報Japanese Patent No. 3158081

しかし、内向き周溝に予めキー部材を内蔵しておき、連結時に外向き周溝に向けて押出す構成は構造が複雑になりがちで、内向き周溝にキー部材全体を内蔵可能な溝幅が必要なため前記外嵌部材の厚みがその分厚くなってしまうという問題があった。   However, the structure in which the key member is built in the inward circumferential groove in advance and pushed toward the outer circumferential groove at the time of connection tends to be complicated in structure, and the entire key member can be built in the inward circumferential groove. Since a width is required, there is a problem that the thickness of the outer fitting member is increased accordingly.

本発明は上記実情に鑑みてなされたものであって、一対の鋼管を連結する構成の簡素化と、コストの低減を図ることを目的とする。   This invention is made | formed in view of the said situation, Comprising: It aims at simplification of the structure which connects a pair of steel pipe, and aiming at reduction of cost.

本発明に係る継手機構の第一特徴構成は、鋼管の継手機構であって、前記鋼管の一端に設けられた第一内側継手と、他端に設けられた第二内側継手と、一対の前記鋼管を連結するために、一方の前記鋼管の前記第一内側継手と他方の前記鋼管の前記第二内側継手とを隣接させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される外側継手と、前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材とを備え、前記第一内側継手及び前記第二内側継手のそれぞれの外周には外向き周溝が備えられ、前記外側継手の内周には、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた前記外向き周溝と対向する内向き周溝が備えられ、前記外側継手には、前記外側継手の外周面から、前記外向き周溝と前記内向き周溝とで構成されるキー溝に前記キー部材を挿通するための開口部が備えられている点にある。   The first characteristic configuration of the joint mechanism according to the present invention is a steel pipe joint mechanism, a first inner joint provided at one end of the steel pipe, a second inner joint provided at the other end, and a pair of the above In order to connect the steel pipes, the first inner joint of one of the steel pipes and the second inner joint of the other steel pipe are adjacent to each other, straddling the first inner joint and the second inner joint. The outer joint, the first inner joint and the outer joint, and the second inner joint and the outer joint, and the pair of steel pipes move relative to each other in the longitudinal direction of the steel pipe. A key member for preventing this, an outer circumferential groove is provided on the outer periphery of each of the first inner joint and the second inner joint, and on the inner periphery of the outer joint, the first inner joint and The outward circumferential groove provided on the outer periphery of each of the second inner joints; An inwardly facing circumferential groove is provided, and the outer joint is inserted into the outer groove of the outer joint from the outer circumferential surface of the outer joint to the key groove constituted by the outwardly circumferential groove and the inwardly circumferential groove. Is provided with an opening.

一方の鋼管の一端に設けられた第一内側継手と他方の鋼管の他端に設けられた第二内側継手とを隣接させるとともに、前記第一内側継手と前記第二内側継手とに跨って外側継手を周設したあとに、前記外側継手に形成された開口部を介して、キー部材を、前記外側継手の外周面から、外向き周溝と内向き周溝とで形成されるキー溝に配置することができる。したがって、従来の継手機構のように、予めキー部材を内向き周溝内に内蔵しておく必要がない分、外側継手の厚みを薄くすることができ、材料コストの低減を図ることができる。また、第一内側継手と第二内側継手とを同じ形状に構成することができるため、加工コストの低減も図ることができる。   A first inner joint provided at one end of one steel pipe and a second inner joint provided at the other end of the other steel pipe are adjacent to each other, and the outer side straddles the first inner joint and the second inner joint. After the joint is provided around, the key member is changed from the outer peripheral surface of the outer joint to the key groove formed by the outward circumferential groove and the inward circumferential groove through the opening formed in the outer joint. Can be arranged. Therefore, unlike the conventional joint mechanism, the thickness of the outer joint can be reduced because the key member does not need to be built in the inward circumferential groove in advance, and the material cost can be reduced. In addition, since the first inner joint and the second inner joint can be configured in the same shape, the processing cost can be reduced.

同第二特徴構成は、前記キー部材は、円環の一部を構成する複数の分割キー部材と、前記分割キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材とを備えている点にある。   In the second characteristic configuration, the key member includes a plurality of split key members constituting a part of a ring, and a closing member having a function of the split key member and a function of closing the opening. There is in point.

開口部には、分割キー部材と同様に前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止する機能を有する閉鎖部材を配置することで、キー溝に配置された前記分割キー部材が前記開口部から外に抜け落ちることを防ぐことができる。   Similar to the split key member, the opening portion is provided with a closing member having a function of preventing the pair of steel pipes from moving relative to each other in the longitudinal direction of the steel pipe. It is possible to prevent the member from falling out of the opening.

同第三特徴構成は、前記外側継手は、前記第一内側継手及び前記第二内側継手の周囲に並設される複数の単位部材で構成されている点にある。   The third characteristic configuration is that the outer joint is composed of a plurality of unit members arranged in parallel around the first inner joint and the second inner joint.

外側継手を、例えば作業員が手で持ち上げることができる程度の大きさの複数の単位部材で構成することによって、クレーン等の機械による吊り上げ作業が不要となるため、鋼管の連結の作業性が向上する。   By configuring the outer joint with a plurality of unit members that are large enough to be lifted by a worker, for example, lifting work by a machine such as a crane becomes unnecessary, so the workability of connecting steel pipes is improved. To do.

同第四特徴構成は、前記複数の単位部材は、前記開口部が備えられている開口単位部材と、前記開口部が備えられていない標準単位部材とを含んでいる点にある。   The fourth characteristic configuration is that the plurality of unit members include an opening unit member provided with the opening and a standard unit member not provided with the opening.

キー部材を挿通可能な開口部を備える開口単位部材を任意の箇所に配置することができる。すなわち現場の作業スペース等の事情にあわせてキー部材をキー溝に挿通する開口部を任意に設定することができる点で作業性が良い。   An opening unit member having an opening through which the key member can be inserted can be arranged at an arbitrary position. That is, workability is good in that the opening for inserting the key member into the key groove can be arbitrarily set in accordance with the circumstances of the work space at the site.

同第五特徴構成は、前記複数の単位部材は、前記第一内側継手と前記第二内側継手とを当接させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される基準単位部材と、前記第一内側継手と前記第二内側継手とを離間させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される延長単位部材とを含んでいる点にある。   In the fifth characteristic configuration, the plurality of unit members are arranged so as to straddle the first inner joint and the second inner joint in a state where the first inner joint and the second inner joint are in contact with each other. A reference unit member provided, and an extension unit member provided around the first inner joint and the second inner joint in a state where the first inner joint and the second inner joint are separated from each other. It is in that it contains.

前記第一内側継手と前記第二内側継手とに跨って周設される前記外側継手のうち一部を基準単位部材で構成し、他部を延長単位部材で構成することで、前記一方の鋼管の軸心と、前記他方の鋼管の軸心とを傾けることができる。   A part of the outer joint provided around the first inner joint and the second inner joint is constituted by a reference unit member, and the other part is constituted by an extended unit member, thereby the one steel pipe. And the axis of the other steel pipe can be tilted.

すなわち、鋼管を上下に連結しながら地中に打ち込むにあたり、先行して地中に打ち込んだ鋼管の姿勢が所定姿勢、例えば鉛直姿勢から外れているときは、軸芯どうしを相対的に傾けて、その鋼管に連結される後続の鋼管の姿勢が所定姿勢、例えば鉛直姿勢に近い姿勢になるように修正しながら、一対の鋼管を連結することができる。   That is, when driving the steel pipe into the ground while connecting the steel pipe up and down, when the attitude of the steel pipe previously driven into the ground is out of a predetermined attitude, for example, a vertical attitude, the axes are relatively inclined, The pair of steel pipes can be connected while correcting the posture of the subsequent steel pipe connected to the steel pipe so as to be a predetermined posture, for example, a posture close to a vertical posture.

同第六特徴構成は、前記第一内側継手及び前記第二内側継手は、夫々、基部と前記基部に延設された内嵌部を備え、前記基部の前記内嵌部に臨む端面には係合凹部が円環状に備えられ、前記内嵌部の外周に前記外向き周溝が円環状に備えられ、前記基準単位部材及び前記延長単位部材の上下端部には、前記基準単位部材及び前記延長単位部材を前記第一内側継手及び前記第二内側継手とに跨って周設したときに前記係合凹部に係合可能な一対の係合凸部が備えられ、前記基準単位部材及び前記延長単位部材の内周に一対の前記外向き周溝に対向する一対の前記内向き周溝が備えられ、前記基準単位部材の一対の前記内向き周溝間の距離は、前記第一内側継手と前記第二内側継手とが当接したときの、前記一対の外向き周溝間の距離と同じ距離に設定され、前記延長単位部材の一対の前記内向き周溝間の距離は、前記第一内側継手と前記第二内側継手とが離間したときの、前記一対の外向き周溝間と同じ距離に設定されている点にある。   In the sixth feature configuration, each of the first inner joint and the second inner joint includes a base portion and an inner fitting portion extending to the base portion, and the end surface of the base portion facing the inner fitting portion is associated with the base portion. A mating recess is provided in an annular shape, and the outward circumferential groove is provided in an annular shape on the outer periphery of the inner fitting portion, and the reference unit member and the extension unit member are provided at upper and lower end portions thereof, When the extension unit member is provided so as to straddle the first inner joint and the second inner joint, a pair of engagement convex portions that can be engaged with the engagement concave portion are provided, and the reference unit member and the extension A pair of inward circumferential grooves facing the pair of outward circumferential grooves is provided on an inner circumference of the unit member, and a distance between the pair of inward circumferential grooves of the reference unit member is the same as that of the first inner joint. The same distance as the distance between the pair of outward circumferential grooves when the second inner joint abuts And the distance between the pair of inward circumferential grooves of the extension unit member is the same as the distance between the pair of outward circumferential grooves when the first inner joint and the second inner joint are separated from each other. It is in the set point.

前記基準単位部材や前記延長単位部材を前記第一内側継手及び前記第二内側継手とに跨って周設したときに、係合凸部と係合凹部とが係合することで前記基準単位部材や前記延長単位部材が外方へ脱落することが防止される。前記一方の鋼管の軸心と、前記他方の鋼管の軸心とを傾けたときであっても、キー部材をキー溝に挿通することができる。   When the reference unit member or the extension unit member is provided so as to straddle the first inner joint and the second inner joint, the engagement convex portion and the engagement concave portion engage with each other so that the reference unit member is engaged. And the extension unit member is prevented from falling outward. Even when the axis of the one steel pipe and the axis of the other steel pipe are inclined, the key member can be inserted into the key groove.

本発明に係る連結方法の第一特徴構成は、上述した第一から第六のいずれか一つの特徴構成を備えた継手機構を用いて一対の鋼管を連結する連結方法であって、一方の鋼管の一端に設けられた第一内側継手に外側継手を周設するステップと、前記第一内側継手と他方の鋼管の他端に設けられた第二内側継手とを隣接させて、前記外側継手の内面に前記第二内側継手を挿入し、前記外側継手を前記第一内側継手と前記第二内側継手とに跨らせるステップと、前記外側継手に備えられた開口部を介して、前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材を、前記外側継手の外周面から、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた外向き周溝と、前記外向き周溝と対向するように前記外側継手の内周に備えられた内向き周溝とで構成されるキー溝に挿通し、前記キー溝に挿通した前記キー部材を、前記キー溝内で周方向にスライドさせ、前記キー溝のうち前記開口部に対応する箇所を除いて、前記キー溝内の所定位置に前記キー部材を配置するステップと、前記キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材によって前記開口部を閉鎖するステップと、を備えている点にある。   1st characteristic structure of the connection method which concerns on this invention is a connection method which connects a pair of steel pipes using the joint mechanism provided with any one 1st-6th characteristic structure mentioned above, Comprising: One steel pipe A first inner joint provided at one end of the outer joint and a first inner joint provided adjacent to the second inner joint provided at the other end of the other steel pipe, Inserting the second inner joint into an inner surface, straddling the outer joint between the first inner joint and the second inner joint, and through the opening provided in the outer joint, the first A key member that engages with the inner joint and the outer joint, and the second inner joint and the outer joint to prevent the pair of steel pipes from moving relative to each other in the longitudinal direction of the steel pipe, From the outer peripheral surface, the first inner joint and the second inner joint A key groove formed by an outward circumferential groove provided on each outer periphery and an inward circumferential groove provided on the inner circumference of the outer joint so as to face the outward circumferential groove; The key member inserted into the groove is slid in the circumferential direction in the key groove, and the key member is disposed at a predetermined position in the key groove except for a portion corresponding to the opening in the key groove. And a step of closing the opening by a closing member having a function of the key member and a function of closing the opening.

同第二特徴構成は、上述した第五または第六のいずれか一つの特徴構成を備えた継手機構を用いて一対の鋼管を連結する連結方法であって、一方の鋼管の一端に設けられた第一内側継手に外側継手を周設するステップと、前記第一内側継手と他方の鋼管の他端に設けられた第二内側継手とを隣接させて、前記外側継手の内面に前記第二内側継手を挿入し、前記外側継手を前記第一内側継手と前記第二内側継手とに跨らせるステップと、前記外側継手に備えられた開口部を介して、前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材を、前記外側継手の外周面から、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた外向き周溝と、前記外向き周溝と対向するように前記外側継手の内周に備えられた内向き周溝とで構成されるキー溝に挿通し、前記キー溝に挿通した前記キー部材を、前記キー溝内で周方向にスライドさせ、前記キー溝のうち前記開口部に対応する箇所を除いて、前記キー溝内の所定位置に前記キー部材を配置するステップと、前記キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材によって前記開口部を閉鎖するステップと、を備え、前記外側継手を周設するステップにおいて、前記第一内側継手と前記第二内側継手とに跨って周設される前記外側継手を、前記外側継手を構成する複数の単位部材のうち、一部の単位部材を前記基準単位部材で構成し、他部の単位部材を前記延長単位部材で構成することで、前記一方の鋼管の軸心と、前記他方の鋼管の軸心とを傾けるステップを備えている点にある。   The second characteristic configuration is a connection method for connecting a pair of steel pipes using the joint mechanism having any one of the fifth or sixth characteristic configuration described above, and is provided at one end of one steel pipe. A step of arranging an outer joint around the first inner joint, and a second inner joint provided at the other end of the first inner joint and the other steel pipe are adjacent to each other, and an inner surface of the outer joint is connected to the second inner joint. Inserting a joint and straddling the outer joint between the first inner joint and the second inner joint; and through the opening provided in the outer joint, the first inner joint and the outer joint. And a key member that engages with the second inner joint and the outer joint to prevent the pair of steel pipes from moving relative to each other in the longitudinal direction of the steel pipe from the outer peripheral surface of the outer joint. On the outer peripheries of one inner joint and the second inner joint Inserted into the key groove composed of the obtained outward circumferential groove and the inward circumferential groove provided on the inner periphery of the outer joint so as to face the outward circumferential groove, and inserted into the key groove The key member is slid in the circumferential direction in the key groove, and the key member is disposed at a predetermined position in the key groove excluding a portion corresponding to the opening in the key groove; A step of closing the opening by a closing member having a function of a key member and closing the opening, and in the step of surrounding the outer joint, the first inner joint and the second Among the plurality of unit members constituting the outer joint, a part of the unit members are configured by the reference unit member, and the other unit members are extended. Consists of unit members In, in that it includes the step of tilting the axis of the one of the steel pipe, and the axis of the other steel pipe.

鋼管及び継手機構の説明図Illustration of steel pipe and joint mechanism 外側継手の斜視図Perspective view of outer joint 内側継手と外側継手についての説明図Illustration of inner and outer joints 内側継手と外側継手についての説明図Illustration of inner and outer joints 内側継手と外側継手についての説明図Illustration of inner and outer joints 内側継手と外側継手についての側断面図Side sectional view of inner and outer joints キー部材による係合についての説明図Explanatory drawing about engagement by key member キー部材による係合についての側断面図Side sectional view of engagement by key member キー部材による係合についての平断面図Plan view of engagement with key member 閉鎖部材についての説明図Explanatory drawing about closure member 閉鎖部材についての側断面図Side sectional view of the closure 閉鎖部材についての平断面図Cross section of the closing member 継手機構の使用方法の説明図Illustration of how to use the joint mechanism 別実施形態による外側継手の斜視図Perspective view of outer joint according to another embodiment 別実施形態による外側継手の斜視図Perspective view of outer joint according to another embodiment 別実施形態による外側継手の要部の平断面図Plan sectional drawing of the principal part of the outer joint by another embodiment 別実施形態による外側継手の要部の平断面図Plan sectional drawing of the principal part of the outer joint by another embodiment 別実施形態による外側継手の斜視図Perspective view of outer joint according to another embodiment 別実施形態による外側継手の要部の側断面図Side sectional view of an essential part of an outer joint according to another embodiment 別実施形態による外側継手の要部の側断面図Side sectional view of an essential part of an outer joint according to another embodiment 別実施形態による外側継手の要部の側断面図Side sectional view of an essential part of an outer joint according to another embodiment

以下に本発明による鋼管の継手機構及び連結方法を図面に基づいて説明する。
図1は、鋼管の一例としての、油圧ハンマー、圧入機、回転圧入機などで地中に打ち込まれる外周面形状が円筒状の鋼管杭1(1A,1B)と、一対の鋼管杭1A,1Bを鋼管杭1の長手方向に互いに連結するための継手機構を示している。なお、すべての鋼管杭1は同一の構成であるが、一対の鋼管杭1のうち、一方の鋼管杭1と他方の鋼管杭1を区別して説明する必要があるところについては、一方の鋼管杭1側の符号に添え字Aを付し、他方の鋼管杭1側の符号に添え字Bを付している。
A steel pipe joint mechanism and connection method according to the present invention will be described below with reference to the drawings.
FIG. 1 shows an example of a steel pipe pile 1 (1A, 1B) having a cylindrical outer peripheral surface driven into the ground by a hydraulic hammer, a press-fitting machine, a rotary press-fitting machine, etc., and a pair of steel pipe piles 1A, 1B. 2 shows a joint mechanism for connecting the steel pipe piles 1 to each other in the longitudinal direction. In addition, although all the steel pipe piles 1 are the same structures, about the place which needs to distinguish and explain one steel pipe pile 1 and the other steel pipe pile 1 among a pair of steel pipe piles 1, one steel pipe pile The subscript A is attached to the code on the 1 side, and the subscript B is attached to the code on the other steel pipe pile 1 side.

鋼管杭1(1A,1B)は、管体2(2A,2B)の両端部に鋳鋼製で略円筒状の内側継手10が同芯状に溶接してある。   The steel pipe pile 1 (1A, 1B) is made of cast steel and has a substantially cylindrical inner joint 10 welded concentrically to both ends of the pipe body 2 (2A, 2B).

内側継手10は、管体2の外径よりやや大きい外径の基部11に、その基部11よりも外径が小径の内嵌部12を延設してある。本実施形態では、基部11の外径は、管体2の外径より18mm程度大きい。
内嵌部12の外周には、後述する円環状のキー部材30を係合するための一条の外向き周溝13を円環状に形成してある。基部11の内嵌部12に臨む端面には、後述する外側継手20の端部に備えられた係合凸部24を係合させるための係合凹部14を円環状に形成してある。
In the inner joint 10, an inner fitting portion 12 having an outer diameter smaller than that of the base portion 11 is extended from a base portion 11 having an outer diameter slightly larger than the outer diameter of the tube body 2. In the present embodiment, the outer diameter of the base 11 is about 18 mm larger than the outer diameter of the tube body 2.
On the outer periphery of the inner fitting portion 12, a single outward circumferential groove 13 for engaging an annular key member 30 described later is formed in an annular shape. An engagement recess 14 for engaging an engagement projection 24 provided at an end of the outer joint 20 described later is formed in an annular shape on the end surface of the base 11 facing the inner fitting portion 12.

なお、管体2の両端部に溶接される内側継手10は同一の構成であるが、鋼管杭1を地中に打ち込む際に下側に位置する内側継手10側に添え字Aを付し、上側に位置する内側継手10側に添え字Bを付している。すなわち、一対の内側継手10A,10Bの何れか一方が第一内側継手であり他方が第二内側継手である。前記第一内側継手と前記第二内側継手とを同一の構成とすることで、別の構成とする場合に比べて製造コストを低減することができる。   In addition, although the inner joint 10 welded to both ends of the pipe body 2 has the same configuration, when the steel pipe pile 1 is driven into the ground, a subscript A is attached to the inner joint 10 side positioned on the lower side, A subscript B is attached to the inner joint 10 side located on the upper side. That is, one of the pair of inner joints 10A and 10B is the first inner joint, and the other is the second inner joint. By setting the first inner joint and the second inner joint to the same configuration, it is possible to reduce the manufacturing cost as compared with a case of using a different configuration.

図1及び図2に示すように、外側継手20は、管体2の外径よりやや大きい外径と、内側継手10を嵌挿可能な大きさの内径を有する鋳鋼製の円筒状体を、周方向に8等分に分割することで形成される8個の単位部材21によって構成されている。本実施形態では、外側継手20の外径は、管体2の外径より18mm程度大きい。   As shown in FIGS. 1 and 2, the outer joint 20 is a cylindrical body made of cast steel having an outer diameter slightly larger than the outer diameter of the tube body 2 and an inner diameter that allows the inner joint 10 to be inserted. It is constituted by eight unit members 21 formed by dividing into eight equal parts in the circumferential direction. In the present embodiment, the outer diameter of the outer joint 20 is about 18 mm larger than the outer diameter of the tube body 2.

なお、8等分は例示であり、分割により得られる単位部材21の数は8個より少なくても多くてもよいが、分割された各単位部材21の大きさが、作業員が手で持ち上げることができる程度の大きさであることが好ましい。また、単位部材21は、例えば鉄板を曲げ加工するなどして一つずつ製造することもできるが、上述のように、円筒状体を分割することによって製造することにより、一つずつ製造する場合に比べて製造コストを低減することができる。   The eight equal parts are only examples, and the number of unit members 21 obtained by the division may be less than or greater than eight, but the size of each of the divided unit members 21 is raised by the operator by hand. It is preferable that the size is such that it can be obtained. Further, the unit members 21 can be manufactured one by one, for example, by bending an iron plate. However, as described above, the unit members 21 are manufactured one by one by dividing the cylindrical body. The manufacturing cost can be reduced compared to the above.

8個の単位部材21によって構成される外側継手20の内周には、内側継手10A及び内側継手10Bのそれぞれに備えられた外向き周溝13(13A,13B)と同じ程度の深さで並行する二条の円環状の内向き周溝23(23A,23B)を、内側継手10(10A,10B)の内嵌部12(12A,12B)に周設させた状態で、外向き周溝13(13A,13B)に係合可能な位置に備えてある。   The inner circumference of the outer joint 20 constituted by the eight unit members 21 is parallel to the outer circumferential groove 13 (13A, 13B) provided in each of the inner joint 10A and the inner joint 10B at the same depth. In the state in which the two circular inward circumferential grooves 23 (23A, 23B) are provided around the inner fitting portions 12 (12A, 12B) of the inner joint 10 (10A, 10B), the outward circumferential grooves 13 ( 13A, 13B).

内側継手10に外側継手20を周設させた状態で、外向き周溝13と内向き周溝23とで構成される円環状の空間がキー部材30を嵌合するためのキー溝となる。   In a state where the outer joint 20 is provided around the inner joint 10, an annular space formed by the outward circumferential groove 13 and the inward circumferential groove 23 becomes a key groove for fitting the key member 30.

このキー溝に、すなわち外向き周溝13と内向き周溝23とに亘ってキー部材30を係合することにより、内側継手10Aと外側継手20、及び内側継手10Bと外側継手20とが互いに係合され一対の鋼管杭1A,1Bが鋼管杭1の長手方向に連結される。   By engaging the key member 30 in this key groove, that is, across the outward circumferential groove 13 and the inward circumferential groove 23, the inner joint 10A and the outer joint 20, and the inner joint 10B and the outer joint 20 are mutually connected. The pair of steel pipe piles 1 </ b> A and 1 </ b> B are engaged and connected in the longitudinal direction of the steel pipe pile 1.

各単位部材21には、図中の上下端部に係合凸部24A,24Bを形成してある。単位部材21を内側継手10に周設したときに、係合凸部24A,24Bが、内側継手10の係合凹部14A,14Bに係合することで単位部材21が外方へ脱落することが防止される。   Each unit member 21 is formed with engaging convex portions 24A and 24B at the upper and lower end portions in the drawing. When the unit member 21 is provided around the inner joint 10, the engagement protrusions 24 </ b> A and 24 </ b> B may engage with the engagement recesses 14 </ b> A and 14 </ b> B of the inner joint 10, causing the unit member 21 to drop outward. Is prevented.

8個の単位部材21のうち、4個の単位部材21には、内側継手10に外側継手20を周設させた状態で、キー部材30を外向き周溝13と内向き周溝23とで構成されるキー溝に配置するために、外向き周溝13(13A,13B)の溝の長手方向における一部を外向き周溝13(13A,13B)の全幅に亘って外方に臨ませるための2個の開口部22(22A,22B)を備えている。これらの単位部材21が開口単位部材21Aである。   Of the eight unit members 21, the four unit members 21 have the key member 30 formed by the outward circumferential groove 13 and the inward circumferential groove 23 in a state where the outer joint 20 is provided around the inner joint 10. In order to arrange the key groove to be configured, a part of the outward circumferential groove 13 (13A, 13B) in the longitudinal direction is exposed outward over the entire width of the outward circumferential groove 13 (13A, 13B). Two openings 22 (22A, 22B) are provided. These unit members 21 are opening unit members 21A.

開口部22(22A,22B)は、各内向き周溝23(23A,23B)の形成箇所に沿って、内向き周溝23(23A,23B)の全幅に亘って切り取った形状に構成されている。   The opening 22 (22A, 22B) is configured in a shape cut out over the entire width of the inward circumferential groove 23 (23A, 23B) along the location where each inward circumferential groove 23 (23A, 23B) is formed. Yes.

開口部22(22A,22B)を介して、外側継手20の外周面から、外向き周溝13と内向き周溝23とで構成されるキー溝にキー部材30が挿通される。   Through the opening 22 (22A, 22B), the key member 30 is inserted from the outer peripheral surface of the outer joint 20 into a key groove formed by the outward circumferential groove 13 and the inward circumferential groove 23.

その他の4個の単位部材21は、開口部22(22A,22B)を備えていないことを除いて、開口単位部材21Aと同一の構成である。これらの単位部材21が標準単位部材21Bである。   The other four unit members 21 have the same configuration as the opening unit member 21A except that the opening unit 22 (22A, 22B) is not provided. These unit members 21 are standard unit members 21B.

本実施形態では、それぞれ4個ずつの開口単位部材21A及び標準単位部材21Bが、内側継手10の周囲に交互に並設され円筒状の外側継手20を構成する。開口単位部材21Aは開口部22が形成されているため、標準単位部材21Bよりも強度が弱い。そのため、開口単位部材21Aと標準単位部材21Bとを交互に並設することで、外側継手20の全体としての強度の均質化が図られる。   In the present embodiment, four opening unit members 21A and four standard unit members 21B are arranged alternately around the inner joint 10 to constitute a cylindrical outer joint 20. Since the opening unit member 21A is formed with the opening 22, the strength is weaker than that of the standard unit member 21B. Therefore, the strength of the outer joint 20 as a whole can be homogenized by alternately arranging the opening unit members 21A and the standard unit members 21B.

図1に示すように、キー部材30は、前記キー溝内に配置される部材であって、円環状体を、周方向に16等分に分割したような複数個の円弧状の部材で構成されている。
ただし、16個の円弧状の部材のうち、12個はキー溝に配置されてキー部材30として機能する分割キー部材31であり、あとの4個はキー部材30としての機能を有するとともに開口部22を閉鎖する機能を有する閉鎖部材32である。
一条のキー溝あたりに、12個の分割キー部材31と4個の閉鎖部材32とが配置され、全体として円環状のキー部材30を構成する。
As shown in FIG. 1, the key member 30 is a member disposed in the key groove, and is composed of a plurality of arc-shaped members obtained by dividing an annular body into 16 equal parts in the circumferential direction. Has been.
However, of the 16 arc-shaped members, 12 are divided key members 31 that are arranged in the key groove and function as the key member 30, and the remaining four have a function as the key member 30 and have openings. 22 is a closing member 32 having a function of closing 22.
Twelve divided key members 31 and four closing members 32 are arranged per one key groove, and constitute an annular key member 30 as a whole.

分割キー部材31は、鋼管杭1の長手方向に沿った方向の寸法が開口部22の該方向の寸法より若干小さく設定され、鋼管杭1の周方向に沿った方向の寸法が開口部22の該方向の寸法より若干小さく設定され、鋼管杭1の径方向に沿った方向の寸法が、キー溝、すなわち外向き周溝13と内向き周溝23の該方向の寸法より若干小さく設定されている。   In the split key member 31, the dimension in the direction along the longitudinal direction of the steel pipe pile 1 is set to be slightly smaller than the dimension in the direction of the opening 22, and the dimension in the direction along the circumferential direction of the steel pipe pile 1 is The dimension in the direction along the radial direction of the steel pipe pile 1 is set slightly smaller than the dimension in the direction, and the dimension in the direction of the key groove, that is, the outward circumferential groove 13 and the inward circumferential groove 23 is set slightly smaller. Yes.

閉鎖部材32は、鋼管杭1の長手方向に沿った方向の寸法が開口部22の該方向の寸法より若干小さく設定され、鋼管杭1の周方向に沿った方向の寸法が開口部22の該方向の寸法より若干小さく設定され、鋼管杭1の径方向に沿った方向の寸法が、外向き周溝13の底面から開口部22の表面までの寸法と略同じ大きさに設定されている。   The size of the closing member 32 in the direction along the longitudinal direction of the steel pipe pile 1 is set slightly smaller than the size in the direction of the opening 22, and the dimension in the direction along the circumferential direction of the steel pipe pile 1 is that of the opening 22. The dimension in the direction along the radial direction of the steel pipe pile 1 is set to be substantially the same as the dimension from the bottom surface of the outward circumferential groove 13 to the surface of the opening 22.

さらに、閉鎖部材32は、開口部22に挿通したあとに、ボルト33によって内側継手10に対して固定可能に構成されている。なお、閉鎖部材32は外側継手20に対して固定される構成であってもよい。   Further, the closing member 32 is configured to be fixed to the inner joint 10 by a bolt 33 after being inserted into the opening 22. The closing member 32 may be configured to be fixed to the outer joint 20.

さらに、内側継手10と外側継手20の外周面の境界部には、外側継手20を介して連結された内側継手10Aと内側継手10Bの周方向の相対移動を抑止するための回転抑止キーが配設されている。   Further, a rotation inhibiting key for inhibiting relative movement in the circumferential direction of the inner joint 10A and the inner joint 10B connected via the outer joint 20 is arranged at the boundary between the outer peripheral surfaces of the inner joint 10 and the outer joint 20. It is installed.

図示はしないが、前記回転抑止キーは、内側継手10の基部11の外周面に形成されたザグリ部と、前記ザグリ部に対向するように外側継手20の外周面に形成されたザグリ部とで構成される回転抑止キー溝に跨設される。なお、前記回転抑止キーや前記ザグリ部の寸法及び数は、鋼管杭1の施工方法に応じて適当に設定される。前記回転抑止キーは、内側継手10または外側継手20の一方と一体に形成してもよく、この場合は他方にのみザグリ部が形成される。   Although not shown, the rotation suppression key includes a counterbore portion formed on the outer peripheral surface of the base portion 11 of the inner joint 10 and a counterbore portion formed on the outer peripheral surface of the outer joint 20 so as to face the counterbore portion. It is straddled across the configured rotation inhibition keyway. In addition, the dimension and number of the said rotation suppression key and the said counterbore part are suitably set according to the construction method of the steel pipe pile 1. FIG. The rotation suppression key may be formed integrally with one of the inner joint 10 or the outer joint 20, and in this case, a counterbore part is formed only on the other.

内側継手10Aと内側継手10Bの周方向の相対移動を抑止するための構成としては、前記回転抑止キーによるものに限らない。例えば、8個の単位部材21のうちの少なくとも1つの単位部材の係合凸部24と、該係合凸部24が係合する係合凹部14の、鋼管杭1の長手方向の長さを、その他の単位部材21の係合凸部24と異ならせる構成であってもよい。この場合は、単位部材21が回転抑止キーと同様の機能を果たす。   The configuration for suppressing the relative movement of the inner joint 10A and the inner joint 10B in the circumferential direction is not limited to the one using the rotation suppression key. For example, the length in the longitudinal direction of the steel pipe pile 1 of the engagement convex portion 24 of at least one unit member of the eight unit members 21 and the engagement concave portion 14 with which the engagement convex portion 24 engages is set. Further, it may be configured to be different from the engaging convex portion 24 of the other unit member 21. In this case, the unit member 21 performs the same function as the rotation suppression key.

次に、図3から図12に基づいて、油圧ハンマーなどで地中に打ち込む工法において、先に打ち込まれている鋼管杭1Aに後続の鋼管杭1Bを連結する場合を例に本発明による連結方法を説明する。   Next, based on FIG. 3 to FIG. 12, in the method of driving into the ground with a hydraulic hammer or the like, the connecting method according to the present invention is an example in which the succeeding steel pipe pile 1B is connected to the steel pipe pile 1A previously driven. Will be explained.

この、一対の鋼管杭1A,1Bを連結する連結方法には上述の継手機構が用いられる。
まず、図3に示すように、先行して打ち込まれている一方の鋼管杭1Aの上端に設けられた内側継手10Aの係合凹部14A(14)にそれぞれの係合凸部24A(24)を係合させながら、4個の開口単位部材21Aと4個の標準単位部材21Bを交互に並設し、図4に示すように、内側継手10Aの周囲に円筒状の外側継手20を構成する。
The above-described joint mechanism is used as a connecting method for connecting the pair of steel pipe piles 1A and 1B.
First, as shown in FIG. 3, each engaging convex part 24A (24) is set in the engaging concave part 14A (14) of the inner joint 10A provided at the upper end of one steel pipe pile 1A driven in advance. While being engaged, the four opening unit members 21A and the four standard unit members 21B are alternately arranged side by side to form a cylindrical outer joint 20 around the inner joint 10A as shown in FIG.

次に、図5及び図6に示すように、鋼管杭1Aに対して、他方の鋼管杭1Bを吊り下ろし、外側継手20を構成する開口単位部材21A及び標準単位部材21Bの係合凸部24B(24)を、内側継手10Bの係合凹部14B(14)の係合させることで、一対の鋼管杭1A,1Bの内側継手10A,10Bが外側継手20の内部の所定位置に配置される。   Next, as shown in FIGS. 5 and 6, the other steel pipe pile 1B is suspended from the steel pipe pile 1A, and the engaging convex portion 24B of the opening unit member 21A and the standard unit member 21B constituting the outer joint 20 By engaging (24) with the engaging recess 14B (14) of the inner joint 10B, the inner joints 10A, 10B of the pair of steel pipe piles 1A, 1B are arranged at predetermined positions inside the outer joint 20.

次に、図7から図9に示すように、開口単位部材21Aの開口部22に分割キー部材31を挿入する。開口部22に挿入された分割キー部材31は、前記キー溝の長手方向に沿ってスライドさせる。そして、開口部22へ次の分割キー部材31を挿入する。   Next, as shown in FIGS. 7 to 9, the split key member 31 is inserted into the opening 22 of the opening unit member 21A. The split key member 31 inserted into the opening 22 is slid along the longitudinal direction of the key groove. Then, the next split key member 31 is inserted into the opening 22.

所定数の分割キー部材31の挿入が終わると、図10から図12に示すように、開口部22に挿入した閉鎖部材32をボルト33で固定して、開口部22を閉鎖する。   When the insertion of the predetermined number of split key members 31 is completed, as shown in FIGS. 10 to 12, the closing member 32 inserted into the opening 22 is fixed with a bolt 33 to close the opening 22.

以上のようにして、一対の鋼管杭1A,1Bを、鋼管杭1の長手方向へ相対移動しないよう連結することができる。   As described above, the pair of steel pipe piles 1 </ b> A and 1 </ b> B can be coupled so as not to move relatively in the longitudinal direction of the steel pipe pile 1.

最後に、前記回転抑止キーを内側継手10の基部11の外周面に形成されたザグリ部と、前記ザグリ部と対向するように外側継手20の外周面に形成されたザグリ部とで構成される回転抑止キー溝に跨設することで、一対の鋼管杭1A,1Bは、鋼管杭1の周方向へも相対移動しないよう連結される。   Finally, the rotation suppression key is composed of a counterbore portion formed on the outer peripheral surface of the base portion 11 of the inner joint 10 and a counterbore portion formed on the outer peripheral surface of the outer joint 20 so as to face the counterbore portion. By straddling the rotation-suppressing keyway, the pair of steel pipe piles 1 </ b> A and 1 </ b> B are connected so as not to move relatively in the circumferential direction of the steel pipe pile 1.

ところで、本発明による継手機構の外側継手20を複数の単位部材21で構成することで、上述のように製造コストを低減することに加えて以下の利点もある。   By the way, by forming the outer joint 20 of the joint mechanism according to the present invention with the plurality of unit members 21, there are the following advantages in addition to reducing the manufacturing cost as described above.

外側継手20を構成する単位部材21は、鋳鋼製の円筒状体を周方向に8等分に分割することで形成される。
この単位部材21は、鋼管杭1の長手方向に沿った方向の高さが、内側継手10Aと内側継手10Bとを当接させた状態で、内側継手10Aと内側継手10Bとに跨って周設される基準距離を有する円筒状体や、前記基準距離より僅かに、例えば0.5mm程度長い距離を有する円筒状体や、1.0mm程度長い距離を有する円筒状体から形成してもよい。なお、前記基準距離を有する円筒状体から形成される単位部材21が基準単位部材21Cであり、前記基準距離より長い距離を有する円筒状体から形成される単位部材21が延長単位部材21Dである。なお、基準単位部材21Cや延長単位部材21Dは、開口部22が備えられていれば開口単位部材21Aでもあり、開口部22が備えられていなければ標準単位部材21Bでもある。
The unit member 21 constituting the outer joint 20 is formed by dividing a cylindrical body made of cast steel into eight equal parts in the circumferential direction.
The unit member 21 has a height in a direction along the longitudinal direction of the steel pipe pile 1 and is provided so as to straddle the inner joint 10A and the inner joint 10B with the inner joint 10A and the inner joint 10B in contact with each other. It may be formed from a cylindrical body having a reference distance, a cylindrical body having a distance slightly longer than the reference distance by, for example, about 0.5 mm, or a cylindrical body having a distance longer by about 1.0 mm. The unit member 21 formed from a cylindrical body having the reference distance is a reference unit member 21C, and the unit member 21 formed from a cylindrical body having a distance longer than the reference distance is an extended unit member 21D. . The reference unit member 21C and the extension unit member 21D are also the opening unit member 21A if the opening 22 is provided, and are the standard unit member 21B if the opening 22 is not provided.

延長単位部材21Dの上下端部には、基準単位部材21Cと同様に、単位部材21を内側継手10に周設したときに、内側継手10の係合凹部14A,14Bに係合するための係合凸部24A,24Bが形成されている。延長単位部材21Dの内周には、基準単位部材21Cと同様に、二条の円環状の内向き周溝23(23A,23B)が形成されている。   At the upper and lower ends of the extension unit member 21D, as with the reference unit member 21C, when the unit member 21 is provided around the inner joint 10, it is engaged with the engagement recesses 14A and 14B of the inner joint 10. Joint convex parts 24A and 24B are formed. Similar to the reference unit member 21C, two annular inward circumferential grooves 23 (23A, 23B) are formed on the inner periphery of the extension unit member 21D.

基準単位部材21Cの一対の内向き周溝23(23A,23B)間の距離は、内側継手10Aと内側継手10Bとが当接したときの、一対の外向き周溝13(13A,13B)間の距離と同じ距離に設定され、
延長単位部材21Dの一対の内向き周溝23(23A,23B)間の距離は、内側継手10Aと内側継手10Bとが離間したときの、一対の外向き周溝13(13A,13B)間と同じ距離に設定されている。
延長単位部材21Dの内向き周溝23(23A,23B)間の距離は、前記基準距離より0.5mmや1.0mmだけ広くなるように形成する。
すなわち、延長単位部材21Dは、内向き周溝23(23A,23B)間の距離が、基準単位部材21Cの内向き周溝23(23A,23B)間の距離より長く構成されている。なお、前記0.5mm及び1.0mmは例示であり、実際には鋼管杭1の直径や、寸法公差に基づいて適当な値が設定される。
The distance between the pair of inward circumferential grooves 23 (23A, 23B) of the reference unit member 21C is between the pair of outward circumferential grooves 13 (13A, 13B) when the inner joint 10A and the inner joint 10B are in contact with each other. Is set to the same distance as
The distance between the pair of inward circumferential grooves 23 (23A, 23B) of the extension unit member 21D is between the pair of outward circumferential grooves 13 (13A, 13B) when the inner joint 10A and the inner joint 10B are separated from each other. The same distance is set.
The distance between the inward circumferential grooves 23 (23A, 23B) of the extension unit member 21D is formed to be wider than the reference distance by 0.5 mm or 1.0 mm.
That is, the extension unit member 21D is configured such that the distance between the inward circumferential grooves 23 (23A, 23B) is longer than the distance between the inward circumferential grooves 23 (23A, 23B) of the reference unit member 21C. In addition, the said 0.5 mm and 1.0 mm are illustrations, and an appropriate value is actually set based on the diameter and dimensional tolerance of the steel pipe pile 1.

基準単位部材21Cによって外側継手20を構成すると、連結される鋼管杭1Aの内側継手10Aと鋼管杭1Bの内側継手10Bとの対向面同士は当接する。
一方、前記基準距離より0.5mm長い距離をもった延長単位部材21Dで外側継手20を構成すると、鋼管杭1Aの内側継手10Aと鋼管杭1Bの内側継手10Bとの対向面の間に0.5mmの間隙が生じ、前記基準距離より1.0mm長い距離をもった延長単位部材21Dで外側継手20を構成すると、鋼管杭1Aの内側継手10Aと鋼管杭1Bの内側継手10Bとの対向面の間に1.0mmの間隙が生じることとなる。
When the outer joint 20 is configured by the reference unit member 21C, the opposing surfaces of the inner joint 10A of the steel pipe pile 1A to be connected and the inner joint 10B of the steel pipe pile 1B are in contact with each other.
On the other hand, when the outer joint 20 is constituted by the extension unit member 21D having a distance 0.5 mm longer than the reference distance, the distance between the opposing surfaces of the inner joint 10A of the steel pipe pile 1A and the inner joint 10B of the steel pipe pile 1B is 0. When the outer joint 20 is formed by the extension unit member 21D having a distance of 1.0 mm longer than the reference distance with a gap of 5 mm, the opposing surface between the inner joint 10A of the steel pipe pile 1A and the inner joint 10B of the steel pipe pile 1B is formed. A gap of 1.0 mm is generated between them.

このような、鋼管杭1の長手方向の長さの異なる外側継手20群を用意しておくと、例えば、図13に示すように、先行して打ち込まれている鋼管杭1Aの姿勢が鉛直方向に沿う姿勢から外れている場合に、その鋼管杭1Aに鋼管杭1Bを連結する際に、基準単位部材21Cと延長単位部材21Dとを組み合わせて、例えば図中左側に基準単位部材21Cを配設し、図中右側に延長単位部材21Dを配設することで、後続する鋼管杭1Bの姿勢を、鉛直方向に沿った姿勢に打ち込むことができる。鋼管杭1A,1Bどうしを、鉛直な姿勢に近い姿勢となるように修正しながら連結できる。内向き周溝23(23A,23B)は、分割キー部材31に対して若干余裕を持った幅に構成されているため、鋼管杭1A,1Bどうしを傾けたときも、分割キー部材31のキー溝の長手方向に沿ったスライドは阻害されない。   When the outer joint 20 group having different lengths in the longitudinal direction of the steel pipe pile 1 is prepared, for example, as shown in FIG. 13, the posture of the steel pipe pile 1 </ b> A driven in advance is in the vertical direction. When the steel pipe pile 1B is connected to the steel pipe pile 1A, the reference unit member 21C and the extension unit member 21D are combined, for example, the reference unit member 21C is arranged on the left side in the figure. And by arrange | positioning extension unit member 21D on the right side in a figure, the attitude | position of the subsequent steel pipe pile 1B can be driven into the attitude | position along a perpendicular direction. The steel pipe piles 1A and 1B can be connected while being corrected so as to have a posture close to a vertical posture. Since the inward circumferential groove 23 (23A, 23B) is configured to have a width with a slight margin with respect to the split key member 31, the key of the split key member 31 can be used even when the steel pipe piles 1A, 1B are tilted. Slides along the length of the groove are not disturbed.

上述の実施形態では、外側継手20の開口部22は、開口単位部材21Aの中央に備えられていたが、開口部22は例えば図14に示すように、隣接する2個の単位部材21に跨って形成されてもよい。また、図15に示すように、開口単位部材21Aの中で上下の位置が異なるように形成されてもよい。図15に示すように、開口部22の形成位置を左右にずらすことによって、開口部22が上下に並んで形成される場合に比べて、開口単位部材21Aの強度の低下を抑えることができる。   In the above-described embodiment, the opening 22 of the outer joint 20 is provided in the center of the opening unit member 21A. However, the opening 22 straddles two adjacent unit members 21 as shown in FIG. May be formed. Moreover, as shown in FIG. 15, you may form so that an up-and-down position may differ in the opening unit member 21A. As shown in FIG. 15, by shifting the formation position of the opening 22 to the left and right, it is possible to suppress a decrease in strength of the opening unit member 21 </ b> A compared to the case where the opening 22 is formed vertically.

上述の実施形態では、外側継手20を構成する単位部材21の分割面を平面に構成したが、図16や図17に示すように、隣接する単位部材21の対向面同士に互い係合する係合部を備えてもよい。係合凸部24の係合凹部14への係合のみならず、隣接する単位部材21同士が互いに係合することで単位部材21が外方へ脱落することが防止される。   In the above-described embodiment, the division surface of the unit member 21 constituting the outer joint 20 is configured as a plane. However, as shown in FIGS. 16 and 17, the engagement surfaces engage with each other on the opposing surfaces of the adjacent unit members 21. A joint may be provided. It is possible to prevent the unit member 21 from dropping outward by not only engaging the engagement convex part 24 with the engagement concave part 14 but also engaging the adjacent unit members 21 with each other.

上述の実施形態では、外側継手20を、8等分に分割された単位部材21で構成したが、外側継手20は、図18に示すように鋳鋼製の円筒状体のまま構成してもよい。この場合、図19に示すように内側継手10は係合凹部14を備えなくてもよい。だだし、鋼管杭1Aと鋼管杭1Bを連結する作業において、分割キー部材31をキー溝に挿通するまでは、外側継手20を内側継手10の周囲に保持しておく機構及び作業が必要となる。   In the above-described embodiment, the outer joint 20 is configured by the unit member 21 divided into eight equal parts, but the outer joint 20 may be configured as a cast steel cylindrical body as shown in FIG. . In this case, as shown in FIG. 19, the inner joint 10 does not have to include the engagement recess 14. However, in the work of connecting the steel pipe pile 1A and the steel pipe pile 1B, a mechanism and work for holding the outer joint 20 around the inner joint 10 are required until the split key member 31 is inserted into the key groove. .

この点を解決するために、図20に示すように、少なくとも鋼管杭1Aの内側継手10Aに、外側継手20を内側継手10の周囲に保持するための係合段部15を備えてもよい。   In order to solve this point, as shown in FIG. 20, at least the inner joint 10 </ b> A of the steel pipe pile 1 </ b> A may be provided with an engagement step portion 15 for holding the outer joint 20 around the inner joint 10.

また、図21に示すように、外側継手20の外周面は、内側継手10の基部11の外周面と面一となるように形成していなくてもよい。   Further, as shown in FIG. 21, the outer peripheral surface of the outer joint 20 may not be formed to be flush with the outer peripheral surface of the base 11 of the inner joint 10.

本発明による鋼管の継手機構は、構造物設置用の基礎杭の他、土留め用鋼管矢板,地滑り抑止杭,橋脚用柱などの鋼管を連結するために使用するものであっても良い。   The steel pipe joint mechanism according to the present invention may be used to connect steel pipes such as earth retaining steel pipe sheet piles, landslide deterrent piles, and pier columns in addition to foundation piles for structure installation.

上述した実施形態は、何れも本発明の一例であり、該記載により本発明が限定されるものではなく、各部の具体的構成は本発明の作用効果が奏される範囲で適宜変更設計可能である。   Each of the above-described embodiments is an example of the present invention, and the present invention is not limited by the description. The specific configuration of each part can be appropriately changed and designed within the range where the effects of the present invention are exhibited. is there.

1 鋼管杭(鋼管)
2 管体
10 内側継手
11 基部
12 内嵌部
13 外向き周溝
14 係合凹部
20 外側継手
21 単位部材
21A 開口単位部材
21B 標準単位部材
21C 基準単位部材
21D 延長単位部材
22 開口部
23 内向き周溝
24 係合凸部
30 キー部材
31 分割キー部材
32 閉鎖部材
33 ボルト
1 Steel pipe pile (steel pipe)
2 Tube 10 Inner joint 11 Base 12 Inner fitting 13 Outward circumferential groove 14 Engaging recess 20 Outer joint 21 Unit member 21A Opening unit member 21B Standard unit member 21C Reference unit member 21D Extension unit member 22 Opening 23 Inward circumference Groove 24 Engaging convex portion 30 Key member 31 Split key member 32 Closing member 33 Bolt

Claims (8)

鋼管の継手機構であって、
前記鋼管の一端に設けられた第一内側継手と、他端に設けられた第二内側継手と、
一対の前記鋼管を連結するために、一方の前記鋼管の前記第一内側継手と他方の前記鋼管の前記第二内側継手とを隣接させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される外側継手と、
前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材とを備え、
前記第一内側継手及び前記第二内側継手のそれぞれの外周には外向き周溝が備えられ、
前記外側継手の内周には、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた前記外向き周溝と対向する内向き周溝が備えられ、
前記外側継手には、前記外側継手の外周面から、前記外向き周溝と前記内向き周溝とで構成されるキー溝に前記キー部材を挿通するための開口部が備えられていることを特徴とする継手機構。
A steel pipe joint mechanism,
A first inner joint provided at one end of the steel pipe, a second inner joint provided at the other end,
In order to connect the pair of steel pipes, the first inner joint and the second inner joint in a state where the first inner joint of one of the steel pipes and the second inner joint of the other steel pipe are adjacent to each other. An outer joint that runs around
A key member that engages with the first inner joint and the outer joint, and the second inner joint and the outer joint to prevent the pair of steel pipes from moving relative to each other in the longitudinal direction of the steel pipe; ,
Outer circumferential grooves are provided on the outer circumferences of the first inner joint and the second inner joint,
The inner circumference of the outer joint is provided with an inward circumferential groove facing the outward circumferential groove provided on the outer circumference of each of the first inner joint and the second inner joint,
The outer joint is provided with an opening for inserting the key member from an outer peripheral surface of the outer joint into a key groove constituted by the outward circumferential groove and the inward circumferential groove. Characteristic joint mechanism.
前記キー部材は、円環の一部を構成する複数の分割キー部材と、前記分割キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材とを備えていることを特徴とする請求項1に記載の継手機構。   The key member includes a plurality of split key members constituting a part of a ring, and a closing member having a function of the split key member and a function of closing the opening. The joint mechanism according to claim 1. 前記外側継手は、前記第一内側継手及び前記第二内側継手の周囲に並設される複数の単位部材で構成されていることを特徴とする請求項2に記載の継手機構。   The joint mechanism according to claim 2, wherein the outer joint is composed of a plurality of unit members arranged in parallel around the first inner joint and the second inner joint. 前記複数の単位部材は、前記開口部が備えられている開口単位部材と、前記開口部が備えられていない標準単位部材とを含んでいることを特徴とする請求項3に記載の継手機構。   4. The joint mechanism according to claim 3, wherein the plurality of unit members include an opening unit member provided with the opening and a standard unit member not provided with the opening. 前記複数の単位部材は、
前記第一内側継手と前記第二内側継手とを当接させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される基準単位部材と、
前記第一内側継手と前記第二内側継手とを離間させた状態で、前記第一内側継手と前記第二内側継手とに跨って周設される延長単位部材とを含んでいることを特徴とする請求項3または4に記載の継手機構。
The plurality of unit members are
In a state where the first inner joint and the second inner joint are in contact with each other, a reference unit member provided around the first inner joint and the second inner joint,
An extension unit member provided around the first inner joint and the second inner joint in a state where the first inner joint and the second inner joint are separated from each other. The joint mechanism according to claim 3 or 4.
前記第一内側継手及び前記第二内側継手は、夫々、基部と前記基部に延設された内嵌部を備え、
前記基部の前記内嵌部に臨む端面には係合凹部が円環状に備えられ、
前記内嵌部の外周に前記外向き周溝が円環状に備えられ、
前記基準単位部材及び前記延長単位部材の上下端部には、前記基準単位部材及び前記延長単位部材を前記第一内側継手及び前記第二内側継手とに跨って周設したときに前記係合凹部に係合可能な一対の係合凸部が備えられ、
前記基準単位部材及び前記延長単位部材の内周に一対の前記外向き周溝に対向する一対の前記内向き周溝が備えられ、
前記基準単位部材の一対の前記内向き周溝間の距離は、前記第一内側継手と前記第二内側継手とが当接したときの、前記一対の外向き周溝間の距離と同じ距離に設定され、
前記延長単位部材の一対の前記内向き周溝間の距離は、前記第一内側継手と前記第二内側継手とが離間したときの、前記一対の外向き周溝間と同じ距離に設定されていることを特徴とする請求項5に記載の継手機構。
Each of the first inner joint and the second inner joint includes a base portion and an inner fitting portion extending to the base portion,
An engagement concave portion is provided in an annular shape on an end surface of the base portion facing the inner fitting portion,
The outward circumferential groove is provided in an annular shape on the outer periphery of the inner fitting portion,
The upper and lower end portions of the reference unit member and the extension unit member are provided with the engagement recess when the reference unit member and the extension unit member are provided so as to straddle the first inner joint and the second inner joint. A pair of engaging projections engageable with,
A pair of inward circumferential grooves facing the pair of outward circumferential grooves on the inner circumference of the reference unit member and the extension unit member;
The distance between the pair of inward circumferential grooves of the reference unit member is the same as the distance between the pair of outward circumferential grooves when the first inner joint and the second inner joint are in contact with each other. Set,
The distance between the pair of inward circumferential grooves of the extension unit member is set to the same distance as between the pair of outward circumferential grooves when the first inner joint and the second inner joint are separated from each other. The joint mechanism according to claim 5.
請求項1から6の何れか一項に記載の継手機構を用いて一対の鋼管を連結する連結方法であって、
一方の鋼管の一端に設けられた第一内側継手に外側継手を周設するステップと、
前記第一内側継手と他方の鋼管の他端に設けられた第二内側継手とを隣接させて、前記外側継手の内面に前記第二内側継手を挿入し、前記外側継手を前記第一内側継手と前記第二内側継手とに跨らせるステップと、
前記外側継手に備えられた開口部を介して、前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材を、前記外側継手の外周面から、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた外向き周溝と、前記外向き周溝と対向するように前記外側継手の内周に備えられた内向き周溝とで構成されるキー溝に挿通し、前記キー溝に挿通した前記キー部材を、前記キー溝内で周方向にスライドさせ、前記キー溝のうち前記開口部に対応する箇所を除いて、前記キー溝内の所定位置に前記キー部材を配置するステップと、
前記キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材によって前記開口部を閉鎖するステップと、を備えていることを特徴とする連結方法。
A connection method for connecting a pair of steel pipes using the joint mechanism according to any one of claims 1 to 6,
A step of surrounding an outer joint to a first inner joint provided at one end of one steel pipe;
The first inner joint and the second inner joint provided at the other end of the other steel pipe are adjacent to each other, the second inner joint is inserted into the inner surface of the outer joint, and the outer joint is connected to the first inner joint. And straddling the second inner joint,
Through the opening provided in the outer joint, the first inner joint and the outer joint, and the second inner joint and the outer joint are engaged with each other so that the pair of steel pipes are in the longitudinal direction of the steel pipe. A key member for preventing relative movement from the outer peripheral surface of the outer joint to the outer circumferential groove provided on the outer circumference of each of the first inner joint and the second inner joint, and the outer circumferential groove. The key member inserted in the key groove is slid in the circumferential direction in the key groove. And placing the key member at a predetermined position in the key groove excluding a portion corresponding to the opening in the key groove;
And a step of closing the opening with a closing member having the function of the key member and the function of closing the opening.
請求項5または6に記載の継手機構を用いて一対の鋼管を連結する連結方法であって、
一方の鋼管の一端に設けられた第一内側継手に外側継手を周設するステップと、
前記第一内側継手と他方の鋼管の他端に設けられた第二内側継手とを隣接させて、前記外側継手の内面に前記第二内側継手を挿入し、前記外側継手を前記第一内側継手と前記第二内側継手とに跨らせるステップと、
前記外側継手に備えられた開口部を介して、前記第一内側継手と前記外側継手、及び、前記第二内側継手と前記外側継手と係合して前記一対の鋼管どうしが該鋼管の長手方向に相対移動することを防止するキー部材を、前記外側継手の外周面から、前記第一内側継手及び前記第二内側継手のそれぞれの外周に備えられた外向き周溝と、前記外向き周溝と対向するように前記外側継手の内周に備えられた内向き周溝とで構成されるキー溝に挿通し、前記キー溝に挿通した前記キー部材を、前記キー溝内で周方向にスライドさせ、前記キー溝のうち前記開口部に対応する箇所を除いて、前記キー溝内の所定位置に前記キー部材を配置するステップと、
前記キー部材の機能を有するとともに前記開口部を閉鎖する機能を有する閉鎖部材によって前記開口部を閉鎖するステップと、を備え、
前記外側継手を周設するステップにおいて、
前記第一内側継手と前記第二内側継手とに跨って周設される前記外側継手を、前記外側継手を構成する複数の単位部材のうち、一部の単位部材を前記基準単位部材で構成し、他部の単位部材を前記延長単位部材で構成することで、前記一方の鋼管の軸心と、前記他方の鋼管の軸心とを傾けるステップを備えていることを特徴とする連結方法。
A connecting method for connecting a pair of steel pipes using the joint mechanism according to claim 5 or 6,
A step of surrounding an outer joint to a first inner joint provided at one end of one steel pipe;
The first inner joint and the second inner joint provided at the other end of the other steel pipe are adjacent to each other, the second inner joint is inserted into the inner surface of the outer joint, and the outer joint is connected to the first inner joint. And straddling the second inner joint,
Through the opening provided in the outer joint, the first inner joint and the outer joint, and the second inner joint and the outer joint are engaged with each other so that the pair of steel pipes are in the longitudinal direction of the steel pipe. A key member for preventing relative movement from the outer peripheral surface of the outer joint to the outer circumferential groove provided on the outer circumference of each of the first inner joint and the second inner joint, and the outer circumferential groove. The key member inserted in the key groove is slid in the circumferential direction in the key groove. And placing the key member at a predetermined position in the key groove excluding a portion corresponding to the opening in the key groove;
Closing the opening with a closing member having the function of the key member and having the function of closing the opening, and
In the step of surrounding the outer joint,
Among the plurality of unit members constituting the outer joint, the outer joint provided around the first inner joint and the second inner joint includes a part of the unit members as the reference unit member. A connecting method comprising the step of inclining the axis of the one steel pipe and the axis of the other steel pipe by configuring the other unit member as the extension unit member.
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