JP2017115368A - Steel pipe pile - Google Patents

Steel pipe pile Download PDF

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JP2017115368A
JP2017115368A JP2015250213A JP2015250213A JP2017115368A JP 2017115368 A JP2017115368 A JP 2017115368A JP 2015250213 A JP2015250213 A JP 2015250213A JP 2015250213 A JP2015250213 A JP 2015250213A JP 2017115368 A JP2017115368 A JP 2017115368A
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inner joint
joint
steel pipe
key
unit member
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JP6579945B2 (en
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征 外山
Tadashi Toyama
征 外山
孝光 臼井
Takamitsu Usui
孝光 臼井
山本 浩之
Hiroyuki Yamamoto
浩之 山本
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Kubota Corp
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Kubota Corp
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Abstract

PROBLEM TO BE SOLVED: To inexpensively provide a steel pipe pile which can be connected by mechanical means.SOLUTION: A steel pipe pile comprises inside joints 10A, 10B, and an outside joint 20 which is circumferentially arranged while straddling the inside joints. An inwardly-oriented key part 23 which is engaged with outwardly-oriented peripheral grooves 13 of the inside joints 10A, 10B is arranged at the outside joint 20, and the outside joint 20 is constituted of a plurality of unit members 21 which are aligned around the inside joints 10A, 10B. A standard unit member 21A comprises engagement protrusions 24. Engagement recesses 14 which are engaged with the engagement protrusions 24, and prevent a fall of the standard unit member 21A to the outside are formed at the inside joints 10A, 10B. Notches 15A, 15B in which the standard unit member 21A can penetrate up to a position in which the engagement protrusions 24 can be engaged with the engagement recesses 14 are formed at a wall face constituting the engagement recesses 14, and a joining part 3 is arranged in a position in which the joining part is not overlapped on the notches 15A, 15B being the inside of the standard unit member 21A.SELECTED DRAWING: Figure 1

Description

本発明は、支持杭、地滑り杭、土留め柱列杭等の沈設工法、及び構造体の柱に用いられる鋼管杭であって、特に、管体の両端部それぞれに、隣り合う管体どうしを接続する接続部を設け、管体の軸心方向で隣り合う管体の前記接続部どうしを接続自在に構成してある鋼管杭に関するものである。   The present invention is a steel pipe pile used for a settling method such as a support pile, a landslide pile, a retaining column pile, and a column of a structure, and in particular, pipes adjacent to each other at both ends of the pipe. The present invention relates to a steel pipe pile in which a connecting part to be connected is provided and the connecting parts of pipes adjacent to each other in the axial direction of the pipe are configured to be freely connectable.

鋼管杭の沈設を行う工法としては、一般に、打撃を加えて行う打込み工法や、既設の掘削孔に挿入するプレボーリング工法、あるいは鋼管杭に挿入したオーガーで掘削しながら鋼管杭を回転圧入していく中掘工法、あるいはソイルセメントを造成しながら鋼管杭を回転埋設するソイルセメント合成杭工法、あるいは単に鋼管杭を回転して圧入(埋設)する回転埋設杭工法がある。   In general, steel pipe piles are laid down by using a hammering method, a pre-boring method that is inserted into an existing excavation hole, or by rotating and pressing a steel pipe pile while excavating with an auger inserted into the steel pipe pile. There are several methods of digging in the middle, a soil cement synthetic pile method in which steel pipe piles are rotationally buried while creating a soil cement, or a rotary buried pile method in which steel pipe piles are simply rotated and pressed (buried).

また、鋼管杭の沈設施工では、制作、運搬等の都合から、定尺物の管体を現場に搬入し、沈設過程の下管体に対して上管体をクレーンで吊り下ろして突き合わせ、溶接により接続しながら施工を進め、所定長さの鋼管杭の沈設を行うようにしている。   In addition, for the construction work of steel pipe piles, for the purpose of production, transportation, etc., the pipe body of a standard object is carried to the site, the upper pipe body is suspended from the lower pipe body by the crane and butted, and welded. The construction is proceeded while being connected, and the steel pipe pile having a predetermined length is set.

この溶接による接続は、現場溶接であるため、作業に多くの時間を要するとともに熟練した溶接工が必要となり、また、溶接部の品質が天候に左右されるばかりでなく、溶接に伴う裏当てリング等の金具を使用する等面倒で多くの費用を要している。そこで、溶接による接続に代るものとして、上管体と下管体をネジ継手によって結合する方法(一例として特許文献1から3)が提案されている。   Since this welding connection is on-site welding, it takes a lot of time and requires a skilled welder, and the quality of the weld is not only affected by the weather, but also the backing ring that accompanies the welding. It is cumbersome and requires a lot of expenses, such as using metal fittings. Therefore, as an alternative to the connection by welding, a method of joining the upper tube body and the lower tube body with a screw joint (for example, Patent Documents 1 to 3) has been proposed.

実開昭57−133645号公報Japanese Utility Model Publication No. 57-133645 実開昭59−98923号公報Japanese Utility Model Publication No.59-98923 特開平4−70414号公報JP-A-4-70414

しかし、ネジ継手による接続は、製作が面倒でコスト高になる。しかも、管体の接続は、下管体に上管体を吊り下ろして行うため、吊り下ろしながら螺合のために回転させることは極めて困難な作業となる。しかも、管体を回転圧入により沈設する工法においては、施工時に逆回転させることがあり、そのような場合にはネジが緩んでしまうため、このネジ螺合による接続方法は採用することができない。   However, the connection with the screw joint is cumbersome to manufacture and expensive. In addition, since the connection of the tubular body is performed by suspending the upper tubular body from the lower tubular body, it is extremely difficult to rotate it for screwing while hanging. In addition, in the construction method in which the pipe body is laid down by rotational press-fitting, there is a case where the tube body is rotated in reverse, and in such a case, the screw is loosened, so this connection method by screwing cannot be adopted.

本発明は、かかる問題を解決するためになされたもので、溶接やネジ螺合による接続にかえて、接続が、特殊な機械や技能を用いることなく、強固にかつ簡便に行えるとともに、上管体と下管体との相対回転を防止して一体回転可能に結合でき、中掘工法、ソイルセメント合成杭工法、回転埋設杭工法等にも使用することのできる、機械的手段によって接続可能な鋼管杭を安価に提供しようとするものである。   The present invention has been made to solve such a problem. In place of connection by welding or screw threading, the connection can be made firmly and easily without using a special machine or skill. Connectable by mechanical means that can be connected to the inner pipe method, soil cement synthetic pile method, rotary buried pile method, etc. It aims to provide steel pipe piles at low cost.

上述の目的を達成するための、本発明に係る鋼管杭の特徴は、管体の両端部それぞれに、隣り合う管体どうしを接続する接続部を設け、管体の軸心方向で隣り合う管体の前記接続部どうしを接続自在に構成してある鋼管杭であって、前記接続部はストレートシーム鋼管から形成され、前記接続部は、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とを備え、前記ストレートシーム鋼管が有する接合部は、少なくとも前記抜け止め機構又は前記回り止め機構を構成する部分のうち、周方向における剛性がその他の部分よりも低い低剛性部ではない位置に配設されている点にある。   The feature of the steel pipe pile according to the present invention for achieving the above-described object is that the pipes adjacent to each other in the axial direction of the pipe body are provided with connecting portions that connect the adjacent pipe bodies at both ends of the pipe body. A steel pipe pile configured so that the connection parts of the body can be connected to each other, wherein the connection part is formed from a straight seam steel pipe, and the connection parts can be connected to each other in a state in which adjacent pipes are prevented from being detached from each other. A retaining mechanism and a detent mechanism for preventing relative rotation around the axis of the connected pipe bodies, and the joint of the straight seam steel pipe constitutes at least the retainer mechanism or the detent mechanism It is in the point arrange | positioned in the position which is not a low-rigidity part among the parts whose rigidity in the circumferential direction is lower than other parts.

上述の構成によれば、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とを、前記接続部に備えてあるから、隣り合う管体どうしの相対回転を防止した状態で接続することが可能となった。
つまり、抜け止め機構によって対向する管体どうしが接続されるとともに、管体を回転圧入により沈設する工法において、管体を逆回転させたとしても前記回り止め機構によって管体どうしの相対回転を防止することができる。
その結果、管体に挿入したオーガーで掘削しながら管体を回転圧入していく中堀工法、ソイルセメント合成杭工法、回転埋設杭工法等にも使用することができるようになった。
According to the above-described configuration, the connecting portion includes a retaining mechanism capable of freely connecting adjacent tubular bodies to each other in a retaining state, and a rotation preventing mechanism for preventing relative rotation around the axis of the connected tubular bodies. Therefore, it is possible to connect in a state in which relative rotation between adjacent pipes is prevented.
In other words, the pipes facing each other are connected by the retaining mechanism, and in the construction method in which the pipes are laid down by rotary press-fitting, the relative rotation of the tubular bodies is prevented by the anti-rotation mechanism even if the pipes are reversely rotated. can do.
As a result, it has become possible to use it for the Nakabori method, the soil cement synthetic pile method, the rotary buried pile method, etc., in which the tube is rotated and pressed while excavating with an auger inserted into the tube.

ストレートシーム鋼管は、板巻加工法を用いて製造される。板巻加工法は、シームレス鋼管を製造するリング鍛造などの工法にくらべて安価である。接続部をストレートシーム鋼管から形成することによって、安価に接続部が得られる。
しかし、ストレートシーム鋼管はその長手方向に沿って接合部を有し、シームレス鋼管のように周方向に均質ではないため、周方向において同一の剛性が得られず、内圧やねじれに弱い。
また、前記接続部のうち、少なくとも前記抜け止め機構又は前記回り止め機構を構成する部分が有する低剛性部は、その箇所においてその他の部分よりも周方向における剛性が低い。
そこで、低剛性部は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように接続部に設けられる。
低剛性部と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、接続部において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
A straight seam steel pipe is manufactured using a sheet winding method. The plate winding method is less expensive than methods such as ring forging that produce seamless steel pipes. By forming the connecting portion from a straight seam steel pipe, the connecting portion can be obtained at a low cost.
However, straight seam steel pipes have joints along their longitudinal direction, and are not homogeneous in the circumferential direction like seamless steel pipes, so the same rigidity cannot be obtained in the circumferential direction and they are vulnerable to internal pressure and torsion.
Moreover, the low rigidity part which at least the part which comprises the said retaining mechanism or the said non-rotating mechanism among the said connection parts has the rigidity in the circumferential direction is lower than the other part in the location.
Therefore, the low-rigidity part is provided in the connection part so as to be a position that is not a position across the joint part of the straight seam steel pipe.
By preventing the low-rigidity portion and the joint portion from overlapping each other along the longitudinal direction of the straight seam steel pipe, it is possible to prevent a portion of the connecting portion from becoming too rigid compared to the other portions.

本発明においては、前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、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を備え、前記単位部材は、標準単位部材と閉鎖単位部材とを含んで構成され、前記標準単位部材は、前記第一内側継手側の端部と前記第二内側継手側の端部とに係合凸部を備え、前記第一内側継手及び前記第二内側継手には、前記係合凸部と係合して前記標準単位部材の外方への脱落を防止する係合凹部が備えられ、前記係合凹部を構成する壁面の少なくとも一部には、前記標準単位部材の前記係合凸部を前記係合凹部に対応する位置まで挿通可能な切欠部が備えられ、前記閉鎖単位部材は、前記係合凸部を備えておらず、前記切欠部内に配置したときに前記切欠部の周囲の外周面と面一となる形状に構成され、少なくとも前記第一内側継手又は前記第二内側継手は、前記閉鎖単位部材を固定する固定機構を備えており、前記抜け止め機構は、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と、前記外側継手の内周のいずれか一方に備えられた係合部と、他方に備えられた、前記係合部が係合する被係合部とを含んで構成され、前記回り止め機構は、前記閉鎖単位部材と前記切欠部とを含んで構成され、前記接合部は、前記第一内側継手及び前記第二内側継手のうち前記切欠部とは重ならない位置に配設されていると好ましい。   In this invention, the said connection part is provided in one pipe body among the 1st inner side joint provided in the one end of the said pipe body, the 2nd inner side joint provided in the other end, and an adjacent pipe body. An outer joint that is provided so as to straddle the first inner joint and the second inner joint in a state in which the first inner joint and the second inner joint provided on the other pipe body are adjacent to each other. The outer joint includes a plurality of unit members arranged around the first inner joint and the second inner joint, and the unit member includes a standard unit member and a closed unit member. The standard unit member includes an engaging convex portion at an end portion on the first inner joint side and an end portion on the second inner joint side, and the first inner joint and the second inner joint include An engagement recess for engaging the engagement protrusion to prevent the standard unit member from falling off. In addition, at least a part of the wall surface constituting the engagement recess is provided with a notch portion through which the engagement protrusion of the standard unit member can be inserted to a position corresponding to the engagement recess, and the closing unit member Is not provided with the engaging convex portion, and is configured to be flush with the outer peripheral surface around the notch when arranged in the notch, and at least the first inner joint or the second inner The joint includes a fixing mechanism for fixing the closing unit member, and the retaining mechanism is either one of the outer circumference of the first inner joint and the second inner joint and the inner circumference of the outer joint. And an engaged portion with which the engaging portion engages, and the rotation preventing mechanism includes the closing unit member and the notch portion. The joint is configured to include the first inner joint and Preferably it is disposed at a position not overlapping with the notch of the second inner joint.

上述の構成によれば、一方の管体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て、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するにあたって、前記外側継手を構成する複数の単位部材のうち前記第一内側継手側の端部と前記第二内側継手側の端部とに係合凸部が備えられた標準単位部材を前記切欠部を介して挿通し、係合部と被係合部とを係合させることができる。
前記切欠部を介して、第一内側継手と第二内側継手とに跨って周設された標準単位部材は、前記係合部と前記被係合部との係合を維持させたまま前記係合凸部を前記第一内側継手及び前記第二内側継手に備えられた係合凹部に沿って前記鋼管の周方向にスライドさせることによって、前記第一内側継手及び前記第二内側継手の所定位置に配置される。
閉鎖単位部材を、第一内側継手及び第二内側継手に固定することによって、切欠部が閉鎖される。また、外側継手を介して連結された第一内側継手及び第二内側継手の周方向の相対移動も抑止される。
外側継手を、例えば作業員が手を用いて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から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。
また、第一内側継手と第二内側継手とを同じ形状に構成できるため、加工コストの低減も図ることができる。
According to the above-described configuration, the first inner joint and the first inner joint provided at one end of one pipe body are adjacent to the second inner joint provided at the other end of the other steel pipe. When surrounding the outer joint across the two inner joints, the first inner joint side end and the second inner joint side end of the plurality of unit members constituting the outer joint are engaged. The standard unit member provided with the convex portion can be inserted through the cutout portion, and the engaging portion and the engaged portion can be engaged.
The standard unit member provided around the first inner joint and the second inner joint via the notch portion maintains the engagement between the engagement portion and the engaged portion while maintaining the engagement. A predetermined position of the first inner joint and the second inner joint by sliding a mating convex portion in the circumferential direction of the steel pipe along an engagement concave portion provided in the first inner joint and the second inner joint. Placed in.
The notch is closed by fixing the closing unit member to the first inner joint and the second inner joint. Further, relative movement in the circumferential direction of the first inner joint and the second inner joint connected via the outer joint is also suppressed.
Since the outer joint is made up of a plurality of unit members that are large enough to be lifted by a worker by hand, for example, lifting work by a machine such as a crane becomes unnecessary. Will improve.
Moreover, since the first inner joint and the second inner joint can be configured in the same shape, the processing cost can be reduced.

第一内側継手及び第二内側継手のうち切欠部が形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、切欠部が形成されている周方向部分が低剛性部である。
そこで、切欠部は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように第一内側継手及び第二内側継手に設けられる。
切欠部と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、第一内側継手及び第二内側継手において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
Of the first inner joint and the second inner joint, the circumferential portion where the notch is formed is less rigid than the other circumferential portions because there is less material at that location. That is, the circumferential portion where the notch is formed is the low rigidity portion.
Then, a notch part is provided in a 1st inner joint and a 2nd inner joint so that it may become a position which is not a position which straddles the junction part which a straight seam steel pipe has.
By ensuring that the notch and the joint do not overlap along the longitudinal direction of the straight seam steel pipe, the first inner joint and the second inner joint are partly less rigid than the other parts. Can be prevented.

本発明においては、前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、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を備え、前記単位部材は、標準単位部材と閉鎖単位部材とを含んで構成され、前記標準単位部材は、前記第一内側継手側の端部と前記第二内側継手側の端部とに係合凸部を備え、前記第一内側継手及び前記第二内側継手には、前記係合凸部と係合して前記標準単位部材の外方への脱落を防止する係合凹部が備えられ、前記係合凹部を構成する壁面の少なくとも一部には、前記標準単位部材の前記係合凸部を前記係合凹部に対応する位置まで挿通可能な切欠部が備えられ、前記閉鎖単位部材は、前記係合凸部を備えておらず、前記切欠部内に配置したときに前記切欠部の周囲の外周面と面一となる形状に構成され、少なくとも前記第一内側継手又は前記第二内側継手は、前記閉鎖単位部材を固定する固定機構を備えており、前記抜け止め機構は、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と、前記外側継手の内周のいずれか一方に備えられた係合部と、他方に備えられた、前記係合部が係合する被係合部とを含んで構成され、前記回り止め機構は、前記閉鎖単位部材と前記切欠部とを含んで構成され、前記接合部は、前記外側継手のうち前記標準単位部材に配設されていると好ましい。   In this invention, the said connection part is provided in one pipe body among the 1st inner side joint provided in the one end of the said pipe body, the 2nd inner side joint provided in the other end, and an adjacent pipe body. An outer joint that is provided so as to straddle the first inner joint and the second inner joint in a state in which the first inner joint and the second inner joint provided on the other pipe body are adjacent to each other. The outer joint includes a plurality of unit members arranged around the first inner joint and the second inner joint, and the unit member includes a standard unit member and a closed unit member. The standard unit member includes an engaging convex portion at an end portion on the first inner joint side and an end portion on the second inner joint side, and the first inner joint and the second inner joint include An engagement recess for engaging the engagement protrusion to prevent the standard unit member from falling off. In addition, at least a part of the wall surface constituting the engagement recess is provided with a notch portion through which the engagement protrusion of the standard unit member can be inserted to a position corresponding to the engagement recess, and the closing unit member Is not provided with the engaging convex portion, and is configured to be flush with the outer peripheral surface around the notch when arranged in the notch, and at least the first inner joint or the second inner The joint includes a fixing mechanism for fixing the closing unit member, and the retaining mechanism is either one of the outer circumference of the first inner joint and the second inner joint and the inner circumference of the outer joint. And an engaged portion with which the engaging portion engages, and the rotation preventing mechanism includes the closing unit member and the notch portion. The joint portion is comprised of the outer joint. Preferably it is arranged in serial standard unit member.

外側継手のうち閉鎖単位部材は、第一内側継手及び第二内側継手の切欠部に配設される。閉鎖単位部材に接合部を配設すると、接合部を有する閉鎖単位部材が配設される切欠部において剛性が低い。つまり、閉鎖単位部材が低剛性部である。
そこで、接合部は、標準単位部材に設けられる。
閉鎖単位部材と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、継手機構において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
The closing unit member of the outer joint is disposed in the cutout portion of the first inner joint and the second inner joint. When the joint portion is disposed on the closing unit member, the rigidity is low in the notch portion where the closing unit member having the joint portion is disposed. That is, the closing unit member is a low rigidity portion.
Therefore, the joint is provided on the standard unit member.
By preventing the closing unit member and the joint from overlapping each other along the longitudinal direction of the straight seam steel pipe, it is possible to prevent a part of the joint mechanism from becoming too rigid compared to the other parts.

本発明においては、前記切欠部は、前記第一内側継手に備えられた第一切欠部と前記第二内側継手に備えられた第二切欠部とから構成され、前記第一内側継手と前記第二内側継手には、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させたときに互いに嵌合して、前記第一切欠部と前記第二切欠部とを前記鋼管の長手方向に沿って対向する位置に位置決めする位置決め機構が備えられていると好ましい。   In the present invention, the notch is composed of a first notch provided in the first inner joint and a second notch provided in the second inner joint, the first inner joint and the The second inner joint is fitted to each other when the first inner joint provided on one pipe and the second inner joint provided on the other pipe are adjacent to each other. It is preferable that a positioning mechanism for positioning the notch and the second notch at positions facing each other along the longitudinal direction of the steel pipe is provided.

上述の構成によれば、隣り合う管体を連結する際に、位置決め機構によって、第一切欠部と第二切欠部とを前記鋼管の長手方向に沿って対向するように容易に位置決めできる。   According to the above-described configuration, when connecting adjacent pipe bodies, the first notch portion and the second notch portion can be easily positioned so as to face each other along the longitudinal direction of the steel pipe by the positioning mechanism.

本発明においては、前記位置決め機構は、前記第一内側継手及び前記第二内側継手のそれぞれの対向面に備えられた孔部と、前記孔部に挿通される位置決めピンとから構成されていると好ましい。   In the present invention, it is preferable that the positioning mechanism includes a hole provided on each of the opposing surfaces of the first inner joint and the second inner joint, and a positioning pin inserted through the hole. .

上述の構成によれば、前記第一内側継手及び前記第二内側継手のそれぞれの対向面に備えられた孔部と、前記孔部に挿通される位置決めピンといった簡単な構成によって、確実な位置決めを安価に実現できる。   According to the above-described configuration, reliable positioning is achieved by a simple configuration such as a hole provided on each of the opposing surfaces of the first inner joint and the second inner joint and a positioning pin inserted through the hole. It can be realized at low cost.

本発明においては、前記被係合部は、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外向き周溝であり、前記係合部は、前記外側継手の内周に備えられた、前記外向き周溝に係合する内向きキー部であると好ましい。   In the present invention, the engaged portion is an outward circumferential groove provided on the outer periphery of each of the first inner joint and the second inner joint, and the engaging portion is an inner periphery of the outer joint. It is preferable that it is an inward key part engaged with the said outward surrounding groove | channel provided in.

上述の構成によれば、内向きキー部と外向き周溝を係合させるという簡単な構成であるため、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できるため、加工コストの低減も図ることができる。   According to the above-described configuration, since the inward key portion and the outward circumferential groove are engaged with each other, the key member is previously incorporated in the inward circumferential groove as in the conventional joint mechanism. Since it is not necessary, the thickness of the outer joint can be reduced, and the material cost can be reduced. Moreover, since the first inner joint and the second inner joint can be configured in the same shape, the processing cost can be reduced.

本発明においては、前記係合部は、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外向きキー部であり、前記被係合部は、前記外側継手の内周に備えられた、前記外向キー部が係合する内向き周溝であるであると好ましい。   In the present invention, the engaging part is an outward key part provided on the outer periphery of each of the first inner joint and the second inner joint, and the engaged part is an inner periphery of the outer joint. It is preferable that it is an inward circumferential groove with which the outward key portion is provided.

上述の構成によれば、外向きキー部と内向き周溝を係合させるという簡単な構成であるため、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できるため、加工コストの低減も図ることができる。   According to the above-described configuration, since the outward key portion and the inward circumferential groove are engaged, the key member is previously incorporated in the inward circumferential groove as in the conventional joint mechanism. Since it is not necessary, the thickness of the outer joint can be reduced, and the material cost can be reduced. Moreover, since the first inner joint and the second inner joint can be configured in the same shape, the processing cost can be reduced.

本発明においては、前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、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、前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ、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、前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、前記接合部は、前記外側継手のうち前記開口部とは重ならない位置に配設されていると好ましい。   In this invention, the said connection part is provided in one pipe body among the 1st inner side joint provided in the one end of the said pipe body, the 2nd inner side joint provided in the other end, and an adjacent pipe body. An outer joint that is provided so as to straddle the first inner joint and the second inner joint in a state in which the first inner joint and the second inner joint provided on the other pipe body are adjacent to each other. An outer circumferential groove is provided on the outer periphery of each of the first inner joint and the second inner joint, and the inner periphery of the outer joint is provided with the first inner joint and the second inner joint. An inward circumferential groove facing the outward circumferential groove provided on each outer periphery is provided, and a key member that engages with a key groove constituted by the outward circumferential groove and the inward circumferential groove is provided. The outer joint includes an opening through which the key member can be inserted into the key groove. 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, A fixing mechanism for fixing the first inner joint or the second inner joint after being inserted into the opening; and the retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key. And the anti-rotation mechanism is configured to include the closing member, the opening, and the fixing mechanism, and the joining portion is a position that does not overlap the opening of the outer joint. It is preferable to be disposed in the area.

上述の構成によれば、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から形成されるキー溝に配置することができる。
開口部には、分割キー部材と同様に前記隣り合う管体どうしが該管体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によって、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。
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。
According to the above-described configuration, the first inner joint provided at one end of one steel pipe and the second inner joint provided at the other end of the other steel pipe are adjacent to each other, and the first inner joint and the second joint are provided. After the outer joint is provided so as to straddle the inner joint, the key member is passed through the opening formed in the outer joint from the outer peripheral surface of the outer joint, the outward circumferential groove and the inward circumferential groove. Can be arranged in a keyway formed from
Similar to the split key member, the opening is provided with a closing member having a function of preventing the adjacent pipes from moving relative to each other in the longitudinal direction of the pipes. It is possible to prevent the split key member from falling out of the opening.
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.

外側継手のうち開口部が形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、開口部が形成されている周方向部分が低剛性部である。
そこで、開口部は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように外側継手に設けられる。
開口部が形成されている周方向部分と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、外側継手において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
Of the outer joint, the circumferential portion where the opening is formed is less rigid than the other circumferential portions because the material in that portion is less. In other words, the circumferential portion where the opening is formed is the low rigidity portion.
Then, an opening part is provided in an outer joint so that it may become a position which is not a position which straddles the junction part which a straight seam steel pipe has.
By preventing the circumferential portion where the opening is formed and the joint from overlapping the longitudinal direction of the straight seam steel pipe, some of the outer joints are too stiffer than the others. Can be prevented.

本発明においては、前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、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、前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ、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、前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、前記接合部は、前記内側継手における前記閉鎖部材を固定する位置とは重ならない位置に配設されていると好ましい。   In this invention, the said connection part is provided in one pipe body among the 1st inner side joint provided in the one end of the said pipe body, the 2nd inner side joint provided in the other end, and an adjacent pipe body. An outer joint that is provided so as to straddle the first inner joint and the second inner joint in a state in which the first inner joint and the second inner joint provided on the other pipe body are adjacent to each other. An outer circumferential groove is provided on the outer periphery of each of the first inner joint and the second inner joint, and the inner periphery of the outer joint is provided with the first inner joint and the second inner joint. An inward circumferential groove facing the outward circumferential groove provided on each outer periphery is provided, and a key member that engages with a key groove constituted by the outward circumferential groove and the inward circumferential groove is provided. The outer joint includes an opening through which the key member can be inserted into the key groove. 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, A fixing mechanism for fixing the first inner joint or the second inner joint after being inserted into the opening; and the retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key. And the anti-rotation mechanism includes the closing member, the opening, and the fixing mechanism, and the joining portion is a position where the closing member is fixed in the inner joint. It is preferable that they are arranged at positions where they do not overlap.

上述の構成によれば、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から形成されるキー溝に配置することができる。
開口部には、分割キー部材と同様に前記隣り合う管体どうしが該管体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によって、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。
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。
According to the above-described configuration, the first inner joint provided at one end of one steel pipe and the second inner joint provided at the other end of the other steel pipe are adjacent to each other, and the first inner joint and the second joint are provided. After the outer joint is provided so as to straddle the inner joint, the key member is passed through the opening formed in the outer joint from the outer peripheral surface of the outer joint, the outward circumferential groove and the inward circumferential groove. Can be arranged in a keyway formed from
Similar to the split key member, the opening is provided with a closing member having a function of preventing the adjacent pipes from moving relative to each other in the longitudinal direction of the pipes. It is possible to prevent the split key member from falling out of the opening.
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.

内側継手における前記閉鎖部材を固定する位置には、固定機構としての例えばボルトを固定するためのボルト穴が形成されておりその位置の周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、内側継手における前記閉鎖部材を固定する位置が低剛性部である。
そこで、内側継手における前記閉鎖部材を固定する位置は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように内側継手に設けられる。
内側継手における前記閉鎖部材を固定する位置と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、内側継手において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
A bolt hole for fixing, for example, a bolt as a fixing mechanism is formed at a position of the inner joint where the closing member is fixed, and the circumferential portion at that position is made of a small amount of material. Rigidity is lower than the direction part. That is, the position where the closing member is fixed in the inner joint is the low rigidity portion.
Then, the position which fixes the said closure member in an inner joint is provided in an inner joint so that it may become a position which does not straddle the junction part which a straight seam steel pipe has.
In the inner joint, the position where the closing member is fixed and the joint do not overlap along the longitudinal direction of the straight seam steel pipe, so that part of the inner joint is too stiffer than the other parts. Can be prevented.

本発明においては、前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、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、前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ、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、前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、前記接合部は、回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部とは重ならない位置に配設されていると好適である。   In this invention, the said connection part is provided in one pipe body among the 1st inner side joint provided in the one end of the said pipe body, the 2nd inner side joint provided in the other end, and an adjacent pipe body. An outer joint that is provided so as to straddle the first inner joint and the second inner joint in a state in which the first inner joint and the second inner joint provided on the other pipe body are adjacent to each other. An outer circumferential groove is provided on the outer periphery of each of the first inner joint and the second inner joint, and the inner periphery of the outer joint is provided with the first inner joint and the second inner joint. An inward circumferential groove facing the outward circumferential groove provided on each outer periphery is provided, and a key member that engages with a key groove constituted by the outward circumferential groove and the inward circumferential groove is provided. The outer joint includes an opening through which the key member can be inserted into the key groove. 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, A fixing mechanism for fixing the first inner joint or the second inner joint after being inserted into the opening; and the retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key. And the anti-rotation mechanism includes the closing member, the opening, and the fixing mechanism, and the joint is formed on the inner joint that forms a rotation suppression keyway. It is preferable that the counterbore part and the counterbore part formed on the outer joint are disposed at a position that does not overlap.

上述の構成によれば、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から形成されるキー溝に配置することができる。
開口部には、分割キー部材と同様に前記隣り合う管体どうしが該管体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によって、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。
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。
According to the above-described configuration, the first inner joint provided at one end of one steel pipe and the second inner joint provided at the other end of the other steel pipe are adjacent to each other, and the first inner joint and the second joint are provided. After the outer joint is provided so as to straddle the inner joint, the key member is passed through the opening formed in the outer joint from the outer peripheral surface of the outer joint, the outward circumferential groove and the inward circumferential groove. Can be arranged in a keyway formed from
Similar to the split key member, the opening is provided with a closing member having a function of preventing the adjacent pipes from moving relative to each other in the longitudinal direction of the pipes. It is possible to prevent the split key member from falling out of the opening.
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.

回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部が形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部が形成されている周方向部分が低剛性部である。
そこで、回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように内側継手及び外側継手に設けられる。
回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部が形成されている周方向部分と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、内側継手及び外側継手において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
The circumferential portion where the counterbore portion formed on the inner joint and the counterbore portion formed on the outer joint constituting the rotation suppression key groove are formed of other materials in the circumferential direction. Low rigidity compared to the part. That is, the circumferential part in which the counterbore part formed in the said inner joint and the counterbore part formed in the said outer joint which comprise a rotation suppression keyway is a low-rigidity part.
Therefore, the counterbore part formed on the inner joint and the counterbore part formed on the outer joint that constitute the rotation suppression keyway are positioned so that they are not positioned over the joint part of the straight seam steel pipe. Provided on joints and outer joints.
A counterbore part formed in the inner joint constituting the rotation suppression keyway, a circumferential part in which the counterbore part formed in the outer joint and the joint part are formed along the longitudinal direction of the straight seam steel pipe By preventing them from overlapping each other, it is possible to prevent a part of the inner joint and the outer joint from becoming too rigid compared to the other parts.

本発明においては、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から構成されていると好ましい。   In the present invention, the outer joint is preferably composed of a plurality of unit members arranged in parallel around the first inner joint and the second inner joint.

上述の構成によれば、外側継手を、例えば作業員が手を用いて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から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。   According to the above-described configuration, the lifting work by a machine such as a crane becomes unnecessary by configuring the outer joint from a plurality of unit members that are large enough to be lifted by a worker, for example. The workability of connecting the steel pipes is improved.

本発明においては、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と好ましい。   In the present invention, it is preferable 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.

上述の構成によれば、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よい。   According to the above-described configuration, the opening unit member including the opening through which the key member can be inserted can be disposed at an arbitrary location. That is, the workability is good in that the opening for inserting the key member into the key groove can be arbitrarily set according to the circumstances of the work space at the site.

本発明においては、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延長単位部材とを含んでいると好ましい。   In the present invention, the plurality of unit members are 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 in contact with each other. A reference unit member, and an extended 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 preferable that

上述の構成によれば、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から構成し、他部を延長単位部材から構成することによって、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。   According to the above-described configuration, a part of the outer joint provided around the first inner joint and the second inner joint is configured from the reference unit member, and the other part is configured from the extension unit member. Thus, the axis of the one steel pipe and the axis of the other steel pipe can be inclined.

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、軸心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、隣り合う管体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, Adjacent pipes can be connected while correcting the posture of the subsequent steel pipe connected to the steel pipe to a predetermined posture, for example, a posture close to a vertical posture.

本発明においては、前記第一内側継手及び前記第二内側継手は、それぞれ、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と好ましい。   In the present invention, 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 an engagement recess is formed on an end surface of the base portion facing the inner fitting portion. 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 are provided on upper and lower ends of the reference unit member and the extension unit member, respectively. The reference unit member and the extension unit member are provided with a pair of engaging convex portions that can be engaged with the engaging concave portion when the member is provided so as to straddle the first inner joint and the second inner joint. A pair of inward circumferential grooves facing the pair of outward circumferential grooves, and a distance between the pair of inward circumferential grooves of the reference unit member is determined between the first inner joint and the first Same as the distance between the pair of outward circumferential grooves when the two inner joints are in contact 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 preferable that the distance is set.

上述の構成によれば、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によって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。   According to the above-described configuration, when the reference unit member and the extension unit member are provided around the first inner joint and the second inner joint, the engagement convex portion and the engagement concave portion are engaged. This prevents the reference unit member and the extension unit member from falling off. 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.

本発明においては、前記接続部は、前記管体の両端部に設けた前記両接続部の一方を筒部に形成するとともに、他方を前記筒部に内嵌可能な軸部に形成して、隣り合う管体どうしが嵌合可能に形成され、前記筒部の筒部内周面部に、内向き溝部を形成するとともに、前記軸部の軸部外周面部に外向き溝部を、その軸部外周面部に嵌合した前記筒部内周面部の前記内向き溝部に対向するように形成し、前記抜け止め機構は、互いに対向する前記内向き溝部と前記外向き溝部とに跨る状態に嵌め込んで、互いに嵌合した隣り合う管体の前記筒部と前記軸部とを抜け止め状態に接続するキー部材を設けて構成してあり、前記回り止め機構は、前記筒部と前記軸部の内のいずれか一方ないしは両方に凹部を形成し、隣り合う管体の前記筒部と前記軸部とを互いに嵌合接続した状態で、前記凹部に嵌合し、接続した管体どうしの軸心周りにおける相対回転を防止する嵌合キー部材を設けて構成してあり、前記接合部は、前記筒部及び前記軸部のうち前記凹部とは重ならない位置に配設されていると好ましい。   In the present invention, the connecting portion is formed with one of the connecting portions provided at both ends of the tubular body as a cylindrical portion, and the other is formed as a shaft portion that can be fitted into the cylindrical portion, Adjacent pipes are formed so that they can be fitted together, an inward groove is formed on the inner peripheral surface of the cylindrical portion, and an outward groove is formed on the outer peripheral surface of the shaft. The cylindrical portion inner peripheral surface portion fitted to the inner circumferential surface portion is formed to face the inward groove portion, and the retaining mechanism is fitted in a state straddling the inward groove portion and the outward groove portion facing each other. A key member is provided to connect the tubular portion and the shaft portion of the adjacent tubular bodies fitted to each other in a retaining state, and the anti-rotation mechanism includes any one of the tubular portion and the shaft portion. A concave portion is formed on one or both of the cylindrical portion and the shaft portion of the adjacent tubular bodies. Are fitted and connected to each other, and provided with a fitting key member that prevents relative rotation around the axis of the connected pipes. It is preferable that the portion and the shaft portion are disposed at positions that do not overlap with the concave portion.

上述の構成によれば、前記接続部を、隣り合うものどうしが嵌合可能に形成し、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とを、前記接続部に備えてあるから、隣り合う管体どうしの相対回転を防止した状態で接続することが可能となった。
つまり、前記抜け止め機構によって対向する管体どうしが接続されるとともに、管体を回転圧入により沈設する工法において、管体を逆回転させたとしても前記回り止め機構によって管体どうしの相対回転を防止することができる。
その結果、管体に挿入したオーガーで掘削しながら管体を回転圧入していく中堀工法、ソイルセメント合成杭工法、回転埋設杭工法等にも使用することができるようになった。
According to the above-described configuration, the connecting portion is formed so that adjacent ones can be fitted to each other, and a retaining mechanism that allows the adjacent tubular bodies to be connected to each other in a retaining state, and a shaft between the connected tubular bodies. Since the anti-rotation mechanism for preventing relative rotation around the center is provided in the connecting portion, it is possible to connect the adjacent tubular bodies while preventing relative rotation between them.
That is, the pipes facing each other are connected by the retaining mechanism, and in the construction method in which the pipes are set by rotational press-fitting, even if the pipes are rotated in the reverse direction, relative rotation between the tubular bodies is prevented by the rotation preventing mechanism. Can be prevented.
As a result, it has become possible to use it for the Nakabori method, the soil cement synthetic pile method, the rotary buried pile method, etc., in which the tube is rotated and pressed while excavating with an auger inserted into the tube.

さらに、前記管体の両端部に設けた前記両接続部の一方を筒部に形成するとともに、他方を前記筒部に内嵌可能な軸部に形成して、前記筒部の筒部内周面部に、内向き溝部を形成するとともに、前記軸部の軸部外周面部に外向き溝部を、その軸部外周面部に嵌合した前記筒部内周面部の前記内向き溝部に対向するように形成し、互いに対向する前記内向き溝部と前記外向き溝部とに跨る状態に嵌め込んで、互いに嵌合した隣り合う管体の前記筒部と前記軸部とを抜け止め状態に接続するキー部材を設けて抜け止め機構を構成してあるから、管体の接続作業の作業性を向上させることができるようになった。
つまり、管体の軸心方向で隣り合う管体の筒部と軸部とを嵌合し、互いに対向する内向き溝部と外向き溝部とに跨る状態にキー部材を嵌め込むだけの操作で、隣り合う管体どうしを抜け止め状態に接続することができる。
その結果、溶接やネジ継手によって管体を接続する構成のものに比して、管体どうしの接続作業の作業性を向上させることができ、管体接続のための作業時間を短縮することができるようになった。
Further, one of the connecting portions provided at both ends of the tubular body is formed in a cylindrical portion, and the other is formed in a shaft portion that can be fitted into the cylindrical portion, and the cylindrical inner peripheral surface portion of the cylindrical portion In addition, an inward groove portion is formed, and an outward groove portion is formed on the outer peripheral surface portion of the shaft portion of the shaft portion so as to face the inward groove portion of the inner peripheral surface portion of the cylindrical portion fitted to the outer peripheral surface portion of the shaft portion. A key member that is fitted in a state straddling the inward groove portion and the outward groove portion facing each other and that connects the tubular portion and the shaft portion of the adjacent tubular bodies fitted to each other in a retaining state. Thus, since the retaining mechanism is configured, it is possible to improve the workability of the pipe connection work.
That is, by simply fitting the key member into a state straddling the inward groove portion and the outward groove portion facing each other, by fitting the tube portion and the shaft portion of the tubular body adjacent in the axial direction of the tubular body, Adjacent pipes can be connected to each other in a retaining state.
As a result, it is possible to improve the workability of the connection work between the pipes as compared with the structure in which the pipes are connected by welding or screw joints, and the work time for connecting the pipes can be shortened. I can do it now.

さらに、前記筒部と前記軸部の内のいずれか一方ないしは両方に凹部を形成し、隣り合う管体の前記筒部と前記軸部とを互いに嵌合接続した状態で、前記凹部に嵌合し、接続した管体どうしの軸心周りにおける相対回転を防止する嵌合キー部材を設けて回り止め機構を構成してあるから、簡便な作業により、接続した管体どうしの軸心周りにおける相対回転を防止することが可能となった。
つまり、例えば、隣り合う管体の管体端部どうしを溶接接続してその相対回転を防止する構成のものだと、溶接作業に多くの時間を要するとともに、溶接部の品質が天候に左右されるばかりでなく、熟練した溶接工が必要となるが、本件のものだと、例えば、互いに対向する筒部と軸部とを嵌合接続したときに、前記筒部と前記軸部の対向する位置に筒部凹部と軸部凹部とをそれぞれ形成し、前記筒部凹部と前記軸部凹部とに跨る状態に嵌合キー部材を嵌合させる構成を採った場合、筒部と軸部とを嵌合接続する際に、前記両凹部が対向する位置になるように嵌合させて、前記両凹部に跨る状態に嵌合キー部材を嵌合して固着するという簡便な作業により、隣り合う管体どうしの軸心周りにおける相対回転を防止することができる。
また、筒部もしくは軸部のいずれか一方に凹部を形成し、他方に前記凹部に嵌合する嵌合キー部材を設けて、前記筒部と前記軸部とを互いに嵌合接続したときに前記凹部に前記嵌合キー部材が嵌合する構成を採った場合、管体どうしを軸心方向へ移動させて前記凹部に前記嵌合キー部材の対向位置を合わせた状態のまま筒部と軸部とを嵌合させる嵌合操作を行うだけで、隣り合う管体どうしの軸心周りにおける相対回転を防止することができる。
その結果、熟練者でなくても簡便に管体どうしの相対回転を防止するのに必要な回り止め機構のセッティング作業ができるから、その作業性を向上させることができるようになった。
Further, a recess is formed in one or both of the tube portion and the shaft portion, and the tube portion and the shaft portion of the adjacent tubular body are fitted and connected to each other, and are fitted into the recess. In addition, since the anti-rotation mechanism is configured by providing a fitting key member that prevents relative rotation around the axes of the connected pipes, the relative rotation around the axes of the connected pipes can be achieved by a simple operation. It became possible to prevent rotation.
In other words, for example, if the pipe ends of adjacent pipes are welded together and their relative rotation is prevented, the welding operation takes a lot of time and the quality of the welded part depends on the weather. In addition, a skilled welder is required. However, in the present case, for example, when the cylindrical portion and the shaft portion facing each other are fitted and connected, the cylindrical portion and the shaft portion face each other. When a configuration is adopted in which a cylindrical recess and a shaft recess are respectively formed at positions, and the fitting key member is fitted in a state straddling the cylindrical recess and the shaft recess, the cylinder and the shaft are When fitting and connecting, adjacent pipes are fitted by a simple operation of fitting so that both the concave portions are opposed to each other, and fitting and fixing the fitting key member so as to straddle both the concave portions. Relative rotation around the axis of the body can be prevented.
Further, when the concave portion is formed in one of the cylindrical portion and the shaft portion, and the fitting key member that fits into the concave portion is provided on the other side, the cylindrical portion and the shaft portion are fitted and connected to each other. When adopting a configuration in which the fitting key member is fitted in the recess, the tube portion and the shaft portion are moved while the pipes are moved in the axial direction and the opposing position of the fitting key member is aligned with the recess. The relative rotation around the axial center of the adjacent tubes can be prevented only by performing a fitting operation for fitting the two.
As a result, a non-skilled person can easily perform the setting operation of the rotation prevention mechanism necessary for preventing the relative rotation of the pipes, so that the workability can be improved.

筒部及び軸部のうち、凹部が形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、凹部が形成されている周方向部分が低剛性部である。
そこで、凹部は、ストレートシーム鋼管が有する接合部を跨ぐ位置ではない位置となるように筒部及び軸部に設けられる。
凹部が形成されている周方向部分と接合部とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、筒部及び軸部において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
Of the cylindrical portion and the shaft portion, the circumferential portion in which the concave portion is formed has a lower rigidity than the other circumferential portions because there is less material at that portion. That is, the circumferential portion where the recess is formed is a low rigidity portion.
Then, a recessed part is provided in a cylinder part and an axial part so that it may become a position which is not a position which straddles the junction part which a straight seam steel pipe has.
By preventing the circumferential part where the recess is formed and the joint part from overlapping each other along the longitudinal direction of the straight seam steel pipe, the cylinder part and the shaft part are partly less rigid than the other parts. It can be prevented from being too much.

本発明においては、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とが同一部材で形成されていると好ましい。   In the present invention, a retaining mechanism capable of freely connecting adjacent tubular bodies to each other in a retaining state and a rotation preventing mechanism for preventing relative rotation around the axis of the connected tubular bodies are formed of the same member. It is preferable.

上述の構成によれば、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とが同一部材で形成されているから、隣り合う管体どうしを互いに抜け止め状態に接続する接続作業と、管体どうしの軸心方向における相対回転を防止する回り止め作業とを同時に行うことができるようになった。
つまり、管体抜け止め機構と回り止め機構とが同一部材で形成されているから、軸心方向で隣り合う管体の対向するそれぞれの管体接続部に対して、前記管体抜け止め機構と回り止め機構とを一体に形成した部材を取付けるだけで、同時に隣り合う管体どうしを互いに抜け止め状態に接続することができるとともに、軸心方向における相対回転を防止することができる。
その結果、隣り合う管体どうしを互いに抜け止め状態に接続するとともに、管体どうしの軸心周りにおける相対回転を防止するのに要する作業時間を短縮でき、作業効率を向上させることができるようになった。
According to the above-described configuration, the retaining member that can freely connect adjacent tubular bodies to each other in a retaining state and the rotation preventing mechanism that prevents relative rotation around the axis of the connected tubular bodies are formed of the same member. As a result, it is possible to simultaneously perform a connecting operation for connecting adjacent tube bodies to each other so as to prevent them from coming off and a rotation preventing operation for preventing relative rotation of the tubes in the axial direction.
That is, since the tubular body retaining mechanism and the rotation preventing mechanism are formed of the same member, the tubular body retaining mechanism and the tubular body retaining mechanism facing each tubular body connecting portion adjacent to each other in the axial direction. By simply attaching a member integrally formed with the anti-rotation mechanism, adjacent pipe bodies can be connected to each other in a state of preventing them from coming off, and relative rotation in the axial direction can be prevented.
As a result, adjacent tube bodies are connected to each other in a retaining state, and the work time required to prevent relative rotation around the axis of the tube bodies can be shortened, so that work efficiency can be improved. became.

本発明の第一実施形態による鋼管の継手機構の説明図Explanatory drawing of the joint mechanism of the steel pipe by 1st embodiment of this invention 内側継手の説明図Illustration of inner joint 内側継手の側断面図Side cross section of inner joint 単位部材による鋼管杭の係合についての説明図Explanatory drawing about engagement of steel pipe pile by unit member 単位部材による鋼管杭の係合についての側断面図Side sectional view about engagement of steel pipe pile by unit member 単位部材による鋼管杭の係合についての説明図Explanatory drawing about engagement of steel pipe pile by unit member 単位部材による鋼管杭の係合についての側断面図Side sectional view about engagement of steel pipe pile by unit member 単位部材による鋼管杭の係合についての平断面図Plan view of the engagement of steel pipe piles by unit members 切欠部の閉鎖についての説明図Explanatory drawing about notch closure 切欠部の閉鎖についての側断面図Side cross-sectional view of notch closure 切欠部の閉鎖についての平断面図Flat cross-sectional view of notch closure 本発明の第二実施形態による鋼管の継手機構の説明図Explanatory drawing of the joint mechanism of the steel pipe by 2nd embodiment of this invention 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 別態様による外側継手の斜視図The perspective view of the outside joint by another mode 別態様による外側継手の斜視図The perspective view of the outside joint by another mode 別態様による外側継手の要部の平断面図Plan sectional view of the main part of the outer joint according to another aspect 別態様による外側継手の要部の平断面図Plan sectional view of the main part of the outer joint according to another aspect 別態様による外側継手の斜視図The perspective view of the outside joint by another mode 別態様による外側継手の要部の側断面図Side sectional view of the main part of the outer joint according to another aspect 別態様による外側継手の要部の側断面図Side sectional view of the main part of the outer joint according to another aspect 別態様による外側継手の要部の側断面図Side sectional view of the main part of the outer joint according to another aspect 本発明の第三実施形態を示す半部截断側面図Half cut side view showing a third embodiment of the present invention 図33のXXXIV−XXXIV線の半部平断面図Half sectional plan view of the line XXXIV-XXXIV in FIG. 図33のXXXV−XXXV線の半部平断面図Half sectional plan view of line XXXV-XXXV in FIG. 上管体と下管体の端部を離して示した半部側断面図Half sectional side view showing the upper and lower tubes separated from each other 円弧キーによる係合部分の拡大側断面図Enlarged side sectional view of the engagement part with the arc key 第三実施形態の第二の態様を示す半部截断側面図Half cut side view showing the second mode of the third embodiment 第三実施形態の第三の態様を示す半部截断側面図Half cut side view showing the third aspect of the third embodiment 第三実施形態の第四の態様を示す説明図Explanatory drawing which shows the 4th aspect of 3rd embodiment. 第三実施形態の第五の態様を示す説明図Explanatory drawing which shows the 5th aspect of 3rd embodiment. 第三実施形態の第六の態様を示す説明図Explanatory drawing which shows the 6th aspect of 3rd embodiment. 第三実施形態の第六の態様の変形を示す説明図Explanatory drawing which shows the deformation | transformation of the 6th aspect of 3rd embodiment. 第三実施形態の第七の態様を示す説明図Explanatory drawing which shows the 7th aspect of 3rd embodiment. 第三実施形態の第八の態様を示す説明図Explanatory drawing which shows the 8th aspect of 3rd embodiment. 第三実施形態の第九の態様を示す説明図Explanatory drawing which shows the 9th aspect of 3rd embodiment. 第三実施形態の第十の態様を示す説明図Explanatory drawing which shows the 10th aspect of 3rd embodiment. 第三実施形態の第十一の態様を示す説明図Explanatory drawing which shows the 11th aspect of 3rd embodiment.

以下に、本発明による鋼管杭について説明する。
まず、本発明による鋼管杭の第一実施形態を図面に基づいて説明する。
図1は、鋼管杭の一例としての、油圧ハンマー、圧入機、回転圧入機などによって地中に打ち込まれる外周面形状が円筒状の鋼管杭1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、隣り合う鋼管杭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側の各構成の符号に添え字Aを付し、他方の鋼管杭1側の各構成の符号に添え字Bを付している。
Below, the steel pipe pile by this invention is demonstrated.
First, a first embodiment of a steel pipe pile according to the present invention will be described based on the drawings.
FIG. 1 shows a steel pipe pile 1 having a cylindrical outer peripheral surface shape that is driven into the ground by a hydraulic hammer, a press-fitting machine, a rotary press-fitting machine or the like as an example of a steel pipe pile. 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 the adjacent steel pipe piles 1, one steel pipe pile The subscript A is attached to the reference numerals of the components on the 1 side, and the subscript B is attached to the reference numerals of the components on the other side of the steel pipe pile 1.

鋼管杭1(1A,1B)は、管体2(2A,2B)の両端部にストレートシーム鋼管から形成された内側継手10を同芯状に溶接して構成してある。管体2(2A,2B)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側の各構成に添え字Aを付し、上側に位置する内側継手10側の各構成に添え字Bを付している。すなわち、一対の内側継手10A,10Bのいず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によって、別の構成とする場合にくらべて製造コストを低減できる。   The steel pipe pile 1 (1A, 1B) is formed by concentrically welding inner joints 10 formed of straight seam steel pipes at both ends of the pipe body 2 (2A, 2B). The inner joint 10 welded to both ends of the pipe body 2 (2A, 2B) has the same configuration, but is attached to each configuration on the inner joint 10 side located below when the steel pipe pile 1 is driven into the ground. A letter A is attached, and a subscript B is added to each component on 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, the manufacturing cost can be reduced as compared with the case of using another configuration.

図2に示すように、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。本実施形態においては、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、後述する内向きキー部23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側に臨む端面には、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(図1参照)。
As shown in FIG. 2, in the inner joint 10, an inner fitting portion 12 having an outer diameter smaller than that of the base portion 11 is extended to 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 inward key portion 23 described later is formed in an annular shape. On the end surface facing the inner fitting portion 12 side of the base portion 11, an engagement concave portion 14 for engaging an engagement convex portion 24 provided at an end portion of the outer joint 20 described later is formed in an annular shape ( (See FIG. 1).

図1に示すように、係合凹部14を構成する壁面は、本実施形態においては、周方向に等間隔に4箇所に、切欠部15が備えられている。   As shown in FIG. 1, the wall surface which comprises the engagement recessed part 14 is provided with the notch part 15 in four places at equal intervals in the circumferential direction in this embodiment.

内側継手10Aと、内側継手10Bには、互いの当接面の所定位置に孔部18が形成されている。この孔部18には位置決めピン19が挿通される。
図3に示すように、内側継手10Aと内側継手10Bとを連結する際に、位置決めピン19を、内側継手10Aに形成された孔部18Aと、内側継手10Bに形成された孔部18Bとに挿通することによって、内側継手10Aに備えられた切欠部15Aと、内側継手10Bに備えられた切欠部15Bとが、鋼管杭1の長手方向に対向する位置に位置決めされる。
In the inner joint 10A and the inner joint 10B, a hole 18 is formed at a predetermined position on the contact surface. A positioning pin 19 is inserted into the hole 18.
As shown in FIG. 3, when connecting the inner joint 10A and the inner joint 10B, the positioning pin 19 is connected to the hole 18A formed in the inner joint 10A and the hole 18B formed in the inner joint 10B. By inserting, the notch 15A provided in the inner joint 10A and the notch 15B provided in the inner joint 10B are positioned at positions facing the longitudinal direction of the steel pipe pile 1.

図1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ストレートシーム鋼管を、周方向に8等分に分割することによって形成される8個の単位部材21から構成されている。本実施形態においては、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 FIG. 1, the outer joint 20 divides a straight seam steel pipe having an outer diameter slightly larger than the outer diameter of the tubular body 2 and an inner diameter large enough to fit the inner joint 10 into the circumferential direction. It is comprised from the eight unit members 21 formed by dividing | segmenting into. 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、分割によって得られる単位部材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、作業員が手を用いて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、ストレートシーム鋼管を分割するという簡単な製造方法を用いることによって、例えば鉄板を曲げ加工するなどして一つずつ製造する場合にくらべて製造コストを低減できる。   Note that eight equal parts are 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 determined by the operator's hands. It is preferable that the size is such that it can be lifted up. Further, the unit member 21 can be manufactured at a lower cost by using a simple manufacturing method in which straight seam steel pipes are divided, compared to a case where the unit members 21 are manufactured one by one, for example, by bending an iron plate.

8個の単位部材21から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)に係合することができる、並行な二条の円環状の内向きキー部23(23A,23B)が、外側継手20を内側継手10(10A,10B)の内嵌部12(12A,12B)に周設させた状態であるときに、外向き周溝13(13A,13B)に係合可能な位置に備えてある。   The inner periphery of the outer joint 20 composed of eight unit members 21 can be engaged with outward circumferential grooves 13 (13A, 13B) provided in the inner joint 10A and the inner joint 10B, respectively. When two parallel circular inward key portions 23 (23A, 23B) are in a state in which the outer joint 20 is provided around the inner fitting portion 12 (12A, 12B) of the inner joint 10 (10A, 10B). Are provided at positions that can be engaged with the outward circumferential grooves 13 (13A, 13B).

各単位部材21のうち4個の単位部材21には、図中の上下端部に係合凸部24を形成してある。これらの単位部材21が標準単位部材21Aである。標準単位部材21Aは、切欠部15を介して、内向きキー部23が内側継手10の外向き周溝13に係合するように配設したあとに周方向に沿ってスライドさせることによって、係合凸部24と係合凹部14とが係合して、標準単位部材21Aが外方へ脱落することが防止される。   Of the unit members 21, four unit members 21 are formed with engaging convex portions 24 at the upper and lower ends in the drawing. These unit members 21 are standard unit members 21A. The standard unit member 21 </ b> A is engaged with the inward key portion 23 through the notch 15 so as to be engaged with the outward circumferential groove 13 of the inner joint 10, and then is slid along the circumferential direction. The mating convex portion 24 and the engaging concave portion 14 are engaged to prevent the standard unit member 21A from dropping outward.

あとの4個の単位部材21は、係合凸部24を備えていないかわりに、切欠部15内に配置したときに切欠部15の周囲の外周面と面一となる形状となっている。これらの単位部材21が閉鎖単位部材21Bである。閉鎖単位部材21Bは、標準単位部材21Aのように、内側継手10の係合凹部14と係合する係合凸部24を備えていないかわりに、ボルトを挿通可能な開口が形成されている。第一内側継手20A及び第二内側継手20Bには、前記開口と対応する位置にボルト穴16(16A,16B)が形成されている。閉鎖単位部材21Bは固定機構としてのボルト33を用いて、第一内側継手20A及び第二内側継手20Bに固定できるようになっている。   The remaining four unit members 21 are not provided with the engaging projections 24, but are shaped so as to be flush with the outer peripheral surface around the notches 15 when arranged in the notches 15. These unit members 21 are closed unit members 21B. Unlike the standard unit member 21A, the closing unit member 21B is not provided with an engagement convex portion 24 that engages with the engagement concave portion 14 of the inner joint 10, but has an opening through which a bolt can be inserted. Bolt holes 16 (16A, 16B) are formed in the first inner joint 20A and the second inner joint 20B at positions corresponding to the openings. The closing unit member 21B can be fixed to the first inner joint 20A and the second inner joint 20B by using a bolt 33 as a fixing mechanism.

閉鎖単位部材21Bを、ボルト33を用いて第一内側継手20A及び第二内側継手20Bに固定することによって、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も抑止される。   By fixing the closing unit member 21B to the first inner joint 20A and the second inner joint 20B using the bolt 33, the relative movement in the circumferential direction between the inner joint 10A and the inner joint 10B connected via the outer joint 20 is achieved. Is also suppressed.

本実施形態においては、内側継手10A及び内側継手10Bに備えられた係合部としての外向き周溝13(13A,13B)と、外側継手20に備えられた被係合部としての内向きキー部23(23A,23B)とが抜け止め機構を構成する。さらに、閉鎖単位部材21Bと切欠部15A,15Bとが回り止め機構を構成する。   In this embodiment, the outward circumferential groove 13 (13A, 13B) as an engaging portion provided in the inner joint 10A and the inner joint 10B, and an inward key as an engaged portion provided in the outer joint 20 The part 23 (23A, 23B) constitutes a retaining mechanism. Further, the closing unit member 21B and the notches 15A and 15B constitute a rotation preventing mechanism.

本実施形態においては、それぞれ4個ずつの標準単位部材21A及び閉鎖単位部材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。本実施形態においては、内側継手10Aと、内側継手10Bと、外側継手20が接続部を構成する。   In the present embodiment, four standard unit members 21 </ b> A and four closed unit members 21 </ b> B are alternately arranged around the inner joint 10 to constitute a cylindrical outer joint 20. In the present embodiment, the inner joint 10A, the inner joint 10B, and the outer joint 20 constitute a connection portion.

なお、上述したとおり、内側継手10及び外側継手20は、ストレートシーム鋼管から形成されている。なお、管体2は、例えばスパイラル鋼管から形成することができる。   As described above, the inner joint 10 and the outer joint 20 are formed of straight seam steel pipes. In addition, the pipe body 2 can be formed from a spiral steel pipe, for example.

ストレートシーム鋼管は、平板状の鋼板を、巨大なロールやプレスを用いて円筒状に成形し、接合部3を内外面から溶接する板巻加工法を用いて製造される。板巻加工法は、シームレス鋼管を製造するリング鍛造などの工法にくらべて安価である。内側継手10及び外側継手20をストレートシーム鋼管から形成することによって、安価に内側継手10及び外側継手20が得られる。   The straight seam steel pipe is manufactured using a plate winding method in which a flat steel plate is formed into a cylindrical shape using a huge roll or press, and the joint 3 is welded from the inner and outer surfaces. The plate winding method is less expensive than methods such as ring forging that produce seamless steel pipes. By forming the inner joint 10 and the outer joint 20 from straight seam steel pipes, the inner joint 10 and the outer joint 20 can be obtained at low cost.

しかし、ストレートシーム鋼管はその長手方向に沿って接合部3を有し、シームレス鋼管のように周方向に均質ではないため、周方向において同一の剛性が得られず、内圧やねじれに弱い。
また、内側継手10A及び内側継手10Bのうち切欠部15A,15Bが形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。つまり、切欠部15A,15Bが形成されている周方向部分が低剛性部である。
そこで、切欠部15A,15Bが形成されている周方向部分は、ストレートシーム鋼管が有する接合部3を跨ぐ位置ではない位置となるように内側継手10A及び内側継手10Bに設けられる。
切欠部15A,15Bが形成されている周方向部分と接合部3とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、内側継手10A及び内側継手10Bにおいて一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
However, straight seam steel pipes have joints 3 along the longitudinal direction thereof, and are not homogeneous in the circumferential direction like seamless steel pipes, so the same rigidity cannot be obtained in the circumferential direction, and they are vulnerable to internal pressure and torsion.
Moreover, since the circumferential direction part in which notch part 15A, 15B is formed among the inner joint 10A and the inner joint 10B has few materials in the location, rigidity is low compared with another circumferential direction part. That is, the circumferential portion where the notches 15A and 15B are formed is a low rigidity portion.
Then, the circumferential direction part in which the notches 15A and 15B are formed is provided in the inner joint 10A and the inner joint 10B so as to be a position that does not straddle the joint 3 that the straight seam steel pipe has.
By preventing the circumferential portion where the notches 15A and 15B are formed and the joint 3 from overlapping each other along the longitudinal direction of the straight seam steel pipe, a part of the inner joint 10A and the inner joint 10B is partially It can prevent that rigidity becomes too low rather than a part.

なお、内側継手10A及び内側継手10Bは、それぞれの接合部3が、鋼管杭1の長手方向に沿って重ならないように連結されることが好ましい。   In addition, it is preferable that the inner joint 10 </ b> A and the inner joint 10 </ b> B are coupled so that the respective joint portions 3 do not overlap along the longitudinal direction of the steel pipe pile 1.

また、外側継手20のうち閉鎖単位部材21Bは、内側継手10A及び内側継手10Bの切欠部15A,15Bに配設される。閉鎖単位部材21Bに接合部3を配設すると、接合部3を有する閉鎖単位部材21Bが配設される切欠部15A,15Bにおいて、剛性が低い。つまり、閉鎖単位部材21Bが低剛性部である。
そこで、接合部3は、標準単位部材21Aに設けられる。
閉鎖単位部材21Bと接合部3とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、継手機構において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
Further, the closing unit member 21B of the outer joint 20 is disposed in the notches 15A and 15B of the inner joint 10A and the inner joint 10B. When the joint portion 3 is disposed on the closing unit member 21B, the rigidity is low in the cutout portions 15A and 15B where the closing unit member 21B having the joint portion 3 is disposed. That is, the closing unit member 21B is a low rigidity portion.
Therefore, the joint 3 is provided on the standard unit member 21A.
By preventing the closing unit member 21B and the joint portion 3 from overlapping each other along the longitudinal direction of the straight seam steel pipe, it is possible to prevent a part of the joint mechanism from becoming too rigid compared to the other parts.

なお、複数の標準単位部材21Aのうち接合部3を有する標準単位部材21Aは、内側継手10A及び内側継手10に対して、内側継手10A及び内側継手10Bのうち接合部3が配設されている位置ではない位置に、周設されることが好ましい。   In addition, in the standard unit member 21A having the joint portion 3 among the plurality of standard unit members 21A, the joint portion 3 of the inner joint 10A and the inner joint 10B is disposed with respect to the inner joint 10A and the inner joint 10. It is preferable to be provided at a position other than the position.

次に、図2から図11に基づいて、油圧ハンマーなどを用いて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を連結する連結方法について説明する。   Next, based on FIG. 2 to FIG. 11, a connection method for connecting the subsequent steel pipe pile 1 </ b> B to the steel pipe pile 1 </ b> A previously driven in the method of driving into the ground using a hydraulic hammer or the like will be described.

この、隣り合う鋼管杭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1、図2及び図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に、その下端に設けられた内側継手10Bが当接するように、鋼管杭1Bを吊り下ろす。このとき、内側継手10Aに形成された孔部18Aに位置決めピン19を予め挿通しておき、鋼管杭1Bを、クレーン等の機械を用いて、内側継手10Bに形成された孔部18Bに位置決めピン19が挿通されるのを確認しながら吊り下ろす。
The above-mentioned joint mechanism is used for a connecting method for connecting the adjacent steel pipe piles 1A and 1B.
First, as shown in FIGS. 1, 2 and 3, the inner joint 10B provided at the lower end abuts the inner joint 10A provided at the upper end of one steel pipe pile 1A which has been driven in advance. Thus, the steel pipe pile 1B is suspended. At this time, the positioning pin 19 is inserted in advance into the hole 18A formed in the inner joint 10A, and the steel pipe pile 1B is positioned in the hole 18B formed in the inner joint 10B using a machine such as a crane. Suspend while confirming that 19 is inserted.

次に、図4及び図5に示すように、標準単位部材21Aを切欠部15A,15Bを介して、その内向きキー部23(23A,23B)が、内側継手10(10A,10B)の外向き周溝13(13A,13B)に係合するように周設する。   Next, as shown in FIG. 4 and FIG. 5, the inward key portion 23 (23A, 23B) of the standard unit member 21A is cut out of the inner joint 10 (10A, 10B) through the notches 15A, 15B. Circumferentially engages with the circumferential groove 13 (13A, 13B).

そして、図6、図7及び図8に示すように、標準単位部材21Aを係合凸部24と係合凹部14とが係合する位置まで周方向に沿ってスライドさせる。   Then, as shown in FIGS. 6, 7, and 8, the standard unit member 21 </ b> A is slid along the circumferential direction to a position where the engaging convex portion 24 and the engaging concave portion 14 are engaged.

次に、図9及び図10に示すように、閉鎖単位部材21Bを切欠部15A,15Bを介して、その内向きキー部23(23A,23B)が、内側継手10(10A,10B)の外向き周溝13(13A,13B)に係合するように周設する。   Next, as shown in FIG. 9 and FIG. 10, the inward key portion 23 (23A, 23B) of the closing unit member 21B is provided outside the inner joint 10 (10A, 10B) through the notches 15A, 15B. Circumferentially engages with the circumferential groove 13 (13A, 13B).

最後に、図10及び図11に示すように、ボルト33を用いて閉鎖単位部材21Bを内側継手10(10A,10B)に固定することによって、隣り合う鋼管杭1A,1Bを、鋼管杭1の長手方向へ相対移動しないように、かつ周方向へ相対移動しないよう連結できる。   Finally, as shown in FIGS. 10 and 11, the adjacent steel pipe piles 1 </ b> A, 1 </ b> B are fixed to the steel pipe pile 1 by fixing the closing unit member 21 </ b> B to the inner joint 10 (10 </ b> A, 10 </ b> B) using the bolt 33. It can be connected so that it does not move relative to the longitudinal direction and does not move relative to the circumferential direction.

上述の説明では、内側継手10A及び内側継手10Bと、外側継手20とを係合する構成として、内側継手10A及び内側継手10Bのそれぞれの外周に、被係合部としての外向き周溝13を備え、外側継手の内周に、係合部としての内向きキー部23を備える構成について説明したが、係合部が、内側継手10A及び内側継手10Bのそれぞれの外周に備えられた外向きキー部であり、被係合部が、外側継手20の内周に備えられた、前記外向キー部が係合することによって、隣り合う鋼管杭1A,1Bどうしが鋼管杭1の長手方向に相対移動することを防止するための内向き周溝であってもよい。   In the above description, as the configuration for engaging the inner joint 10A and the inner joint 10B with the outer joint 20, the outward circumferential groove 13 as the engaged portion is formed on the outer periphery of each of the inner joint 10A and the inner joint 10B. Although the structure provided with the inward key part 23 as an engaging part on the inner periphery of the outer joint has been described, the outward key provided on the outer periphery of each of the inner joint 10A and the inner joint 10B. The steel pipe piles 1 </ b> A and 1 </ b> B move relative to each other in the longitudinal direction of the steel pipe pile 1 by the engagement of the outward key part provided on the inner periphery of the outer joint 20. An inward circumferential groove may be used to prevent this.

次に、本発明による鋼管杭の第二実施形態を図面に基づいて説明する。
図12は、鋼管の一例としての、油圧ハンマー、圧入機、回転圧入機などを用いて地中に打ち込まれる外周面形状が円筒状の鋼管杭101を示している。なお、すべての鋼管杭101は同一の構成であるが、隣り合う鋼管杭101のうち、一方の鋼管杭101と他方の鋼管杭101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101側の各構成の符号に添え字Aを付し、他方の鋼管杭101側の各構成の符号に添え字Bを付している。
Next, 2nd embodiment of the steel pipe pile by this invention is described based on drawing.
FIG. 12 shows a steel pipe pile 101 having an outer peripheral surface shape that is driven into the ground using a hydraulic hammer, a press-fitting machine, a rotary press-fitting machine, etc. as an example of a steel pipe. In addition, although all the steel pipe piles 101 are the same structures, about the place which needs to distinguish and explain one steel pipe pile 101 and the other steel pipe pile 101 among the adjacent steel pipe piles 101, one steel pipe pile is shown. The subscript A is attached to the reference numerals of the respective components on the 101 side, and the subscript B is attached to the reference numerals of the respective components on the other steel pipe pile 101 side.

鋼管杭101(101A,101B)は、管体102(102A,102B)の両端部にストレートシーム鋼管から形成された内側継手110を同芯状に溶接して構成してある。   The steel pipe pile 101 (101A, 101B) is constructed by concentrically welding inner joints 110 formed of straight seam steel pipes at both ends of the pipe body 102 (102A, 102B).

図12に示すように、内側継手110は、管体102の外径よりやや大きい外径の基部111に、その基部111よりも外径が小径の内嵌部112を延設してある。本実施形態においては、基部111の外径は、管体102の外径より18mm程度大きい。
内嵌部112の外周には、後述する円環状のキー部材130を係合するための一条の外向き周溝113を円環状に形成してある。基部111の内嵌部112に臨む端面には、後述する外側継手120の端部に備えられた係合凸部124を係合させるための係合凹部114を円環状に形成してある。
As shown in FIG. 12, in the inner joint 110, an inner fitting portion 112 having an outer diameter smaller than that of the base portion 111 is extended to a base portion 111 having an outer diameter slightly larger than the outer diameter of the tube body 102. In the present embodiment, the outer diameter of the base 111 is larger than the outer diameter of the tubular body 102 by about 18 mm.
On the outer periphery of the inner fitting portion 112, a single outwardly extending circumferential groove 113 for engaging an annular key member 130 described later is formed in an annular shape. An engagement recess 114 for engaging an engagement projection 124 provided at an end of the outer joint 120 described later is formed in an annular shape on the end surface of the base 111 facing the inner fitting portion 112.

なお、管体102の両端部に溶接される内側継手110は同一の構成であるが、鋼管杭101を地中に打ち込む際に下側に位置する内側継手110側の各構成に添え字Aを付し、上側に位置する内側継手110側の各構成に添え字Bを付している。すなわち、一対の内側継手110A,110Bのいず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によって、別の構成とする場合にくらべて製造コストを低減することができる。   The inner joint 110 welded to both ends of the pipe body 102 has the same configuration, but the subscript A is added to each configuration on the inner joint 110 side located below when the steel pipe pile 101 is driven into the ground. A subscript B is added to each component on the inner joint 110 side located on the upper side. That is, one of the pair of inner joints 110A and 110B 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, the manufacturing cost can be reduced as compared with the case of using different configurations.

図12及び図13に示すように、外側継手120は、管体102の外径よりやや大きい外径と、内側継手110を嵌挿可能な大きさの内径を有するストレートシーム鋼管を、周方向に8等分に分割することによって形成される8個の単位部材121から構成されている。本実施形態においては、外側継手120の外径は、管体102の外径より18mm程度大きい。   As shown in FIGS. 12 and 13, the outer joint 120 is a straight seam steel pipe having an outer diameter slightly larger than the outer diameter of the tubular body 102 and an inner diameter large enough to fit the inner joint 110 in the circumferential direction. It is composed of eight unit members 121 formed by dividing into eight equal parts. In the present embodiment, the outer diameter of the outer joint 120 is about 18 mm larger than the outer diameter of the tubular body 102.

なお、8等分は例示であり、分割によって得られる単位部材121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121の大きさが、作業員が手を用いて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121は、ストレートシーム鋼管を分割するという簡単な製造方法を用いることによって、例えば鉄板を曲げ加工するなどして一つずつ製造する場合にくらべて製造コストを低減できる   Note that eight equal parts are examples, and the number of unit members 121 obtained by division may be smaller or larger than eight, but the size of each divided unit member 121 is determined by the operator's hand. It is preferable that the size is such that it can be lifted up. Further, the unit member 121 can be manufactured at a lower cost by using a simple manufacturing method in which a straight seam steel pipe is divided, for example, by bending an iron plate one by one.

8個の単位部材121から構成される外側継手120の内周には、内側継手110A及び内側継手110Bのそれぞれに備えられた外向き周溝113(113A,113B)と同じ程度の深さで、並行な二条の円環状の内向き周溝123(123A,123B)が、外側継手120を内側継手110(110A,110B)の内嵌部112(112A,112B)に周設させた状態であるときに、外向き周溝113(113A,113B)に対向可能な位置に備えてある。   In the inner periphery of the outer joint 120 composed of eight unit members 121, the outer joint 120A and the inner joint 110B have the same depth as the outward circumferential grooves 113 (113A, 113B) provided in the inner joint 110B, When two parallel circular inward circumferential grooves 123 (123A, 123B) are in a state in which the outer joint 120 is provided around the inner fitting portion 112 (112A, 112B) of the inner joint 110 (110A, 110B). Are provided at positions that can face the outward circumferential groove 113 (113A, 113B).

内側継手110に外側継手120を周設させた状態において、外向き周溝113と内向き周溝123とから構成される円環状の空間がキー部材130を嵌合するためのキー溝となる。   In a state where the outer joint 120 is provided around the inner joint 110, an annular space formed by the outward circumferential groove 113 and the inward circumferential groove 123 serves as a key groove for fitting the key member 130.

このキー溝に、すなわち外向き周溝113と内向き周溝123とに亘ってキー部材130を係合することにより、内側継手110Aと外側継手120、及び内側継手110Bと外側継手120とが互いに係合され隣り合う鋼管杭101A,101Bが鋼管杭101の長手方向に連結される。したがって、本実施形態では、内側継手110A及び内側継手110Bに備えられた外向き周溝113(113A,113B)と、外側継手120に備えられた内向き周溝123(123A,123B)と、キー部材130とが抜け止め機構を構成する。   By engaging the key member 130 in this key groove, that is, across the outward circumferential groove 113 and the inward circumferential groove 123, the inner joint 110A and the outer joint 120, and the inner joint 110B and the outer joint 120 are mutually connected. The adjacent steel pipe piles 101 </ b> A and 101 </ b> B are connected in the longitudinal direction of the steel pipe pile 101. Therefore, in this embodiment, the outward circumferential groove 113 (113A, 113B) provided in the inner joint 110A and the inner joint 110B, the inward circumferential groove 123 (123A, 123B) provided in the outer joint 120, the key The member 130 constitutes a retaining mechanism.

各単位部材121には、図中の上下端部に係合凸部124(124A,124B)を形成してある。単位部材121を内側継手110に周設したときに、係合凸部124(124A,124B)が、内側継手110の係合凹部114(114A,114B)に係合することによって単位部材121が外方へ脱落することが防止される。   Each unit member 121 is formed with engaging convex portions 124 (124A, 124B) at upper and lower ends in the drawing. When the unit member 121 is provided around the inner joint 110, the engagement protrusions 124 (124A, 124B) engage with the engagement recesses 114 (114A, 114B) of the inner joint 110, so that the unit member 121 is removed from the outer side. Is prevented from falling off.

8個の単位部材121のうち、4個の単位部材121には、内側継手110に外側継手120を周設させた状態において、キー部材130を外向き周溝113と内向き周溝123とから構成されるキー溝に配置するために、外向き周溝113(113A,113B)の溝の長手方向における一部を外向き周溝113(113A,13B)の全幅に亘って外方に臨ませるための2個の開口部122(122A,122B)を備えている。これらの単位部材121が開口単位部材121Aである。   Of the eight unit members 121, the four unit members 121 include the key member 130 from the outward circumferential groove 113 and the inward circumferential groove 123 in a state where the outer joint 120 is provided around the inner joint 110. In order to arrange in the key groove to be configured, a part of the outward circumferential groove 113 (113A, 113B) in the longitudinal direction is exposed outward over the entire width of the outward circumferential groove 113 (113A, 13B). Two openings 122 (122A, 122B) are provided. These unit members 121 are opening unit members 121A.

開口部122(122A,122B)は、各内向き周溝123(123A,123B)の形成箇所に沿って、内向き周溝123(123A,123B)の全幅に亘って切り取った形状に構成されている。   The opening 122 (122A, 122B) is configured in a shape that is cut out over the entire width of the inward circumferential groove 123 (123A, 123B) along the location where each inward circumferential groove 123 (123A, 123B) is formed. Yes.

開口部122(22A,22B)を介して、外側継手120の外周面から、外向き周溝113と内向き周溝123とから構成されるキー溝にキー部材130が挿通される。   Through the opening 122 (22A, 22B), the key member 130 is inserted from the outer peripheral surface of the outer joint 120 into a key groove constituted by the outward circumferential groove 113 and the inward circumferential groove 123.

その他の4個の単位部材121は、開口部122(122A,122B)を備えていないことを除いて、開口単位部材121Aと同一の構成である。これらの単位部材121が標準単位部材121Bである。   The other four unit members 121 have the same configuration as the opening unit member 121A, except that the opening portions 122 (122A, 122B) are not provided. These unit members 121 are standard unit members 121B.

本実施形態においては、それぞれ4個ずつの開口単位部材121A及び標準単位部材121Bが、内側継手110の周囲に交互に並設され円筒状の外側継手120を構成する。開口単位部材121Aは開口部122が形成されているため、標準単位部材121Bよりも剛性が低い。そのため、開口単位部材121Aと標準単位部材121Bとを交互に並設することによって、外側継手120の全体としての剛性の均質化が図られる。
本実施形態においては、内側継手110Aと、内側継手110Bと、外側継手120が接続部を構成する。
In the present embodiment, four opening unit members 121A and four standard unit members 121B are arranged alternately around the inner joint 110 to form a cylindrical outer joint 120. Since the opening unit member 121A has the opening 122, the rigidity is lower than that of the standard unit member 121B. Therefore, the rigidity of the outer joint 120 as a whole can be homogenized by alternately arranging the opening unit members 121A and the standard unit members 121B.
In the present embodiment, the inner joint 110A, the inner joint 110B, and the outer joint 120 form a connection portion.

図12及び図23に示すように、キー部材130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から構成されている。
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130として機能する分割キー部材131であり、あとの4個はキー部材130としての機能を有するとともに開口部122を閉鎖する機能を有する閉鎖部材132である。
一条のキー溝あたりに、12個の分割キー部材131と4個の閉鎖部材132とが配置され、全体として円環状のキー部材130を構成する。
As shown in FIGS. 12 and 23, the key member 130 is a member disposed in the key groove, and has a plurality of arcuate shapes obtained by dividing the annular body into 16 equal parts in the circumferential direction. It consists of members.
However, of the 16 arc-shaped members, 12 are divided key members 131 that are arranged in the key groove and function as the key member 130, and the remaining four have a function as the key member 130 and have an opening portion. The closing member 132 has a function of closing 122.
Twelve divided key members 131 and four closing members 132 are arranged per one keyway, and constitute an annular key member 130 as a whole.

分割キー部材131は、鋼管杭101の長手方向に沿った方向の寸法が開口部122の該方向の寸法より若干小さく設定され、鋼管杭101の周方向に沿った方向の寸法が開口部122の該方向の寸法より若干小さく設定され、鋼管杭101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113と内向き周溝123の該方向の寸法より若干小さく設定されている。   The split key member 131 is set such that the dimension in the direction along the longitudinal direction of the steel pipe pile 101 is slightly smaller than the dimension in the direction of the opening 122, and the dimension in the direction along the circumferential direction of the steel pipe pile 101 is that of the opening 122. The dimension in the direction along the radial direction of the steel pipe pile 101 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 113 and the inward circumferential groove 123 is set slightly smaller. Yes.

閉鎖部材132は、鋼管杭101の長手方向に沿った方向の寸法が開口部122の該方向の寸法より若干小さく設定され、鋼管杭101の周方向に沿った方向の寸法が開口部122の該方向の寸法より若干小さく設定され、鋼管杭101の径方向に沿った方向の寸法が、外向き周溝113の底面から開口部122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 132 in the direction along the longitudinal direction of the steel pipe pile 101 is set slightly smaller than the size in the direction of the opening 122, and the dimension in the direction along the circumferential direction of the steel pipe pile 101 is the size of the opening 122. The dimension in the direction along the radial direction of the steel pipe pile 101 is set to be substantially the same as the dimension from the bottom surface of the outward circumferential groove 113 to the surface of the opening 122.

さらに、閉鎖部材132は、開口部122に挿通したあとに、ボルト133を用いて内側継手110に対して固定可能に構成されている。なお、閉鎖部材132は外側継手120に対して固定される構成であってもよい。   Further, the closing member 132 is configured to be fixable to the inner joint 110 using a bolt 133 after being inserted into the opening 122. The closing member 132 may be fixed to the outer joint 120.

さらに、内側継手110と外側継手120の外周面の境界部には、外側継手120を介して連結された内側継手110Aと内側継手110B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。本実施形態においては、閉鎖部材132と開口部122に加えて回転抑止キーが回り止め機構を構成する。   Further, a rotation inhibiting key for inhibiting relative movement in the circumferential direction of the inner joint 110A and the inner joint 110B connected via the outer joint 120 is arranged at the boundary between the outer peripheral surfaces of the inner joint 110 and the outer joint 120. It is installed. In the present embodiment, in addition to the closing member 132 and the opening 122, the rotation suppression key constitutes a detent mechanism.

図示はしないが、前記回転抑止キーは、内側継手110の基部111の外周面に形成された座ぐり部と、前記座ぐり部に対向するように外側継手120の外周面に形成された座ぐり部とから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座ぐり部の寸法及び数は、鋼管杭101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110又は外側継手120の一方と一体に形成してもよく、この場合は他方にのみ座ぐり部が形成される。   Although not shown, the rotation suppression key includes a counterbore formed on the outer peripheral surface of the base 111 of the inner joint 110 and a counterbore formed on the outer peripheral surface of the outer joint 120 so as to face the counterbore. And straddle the rotation inhibition keyway. In addition, the dimension and number of the said rotation suppression key and the said spot facing part are suitably set according to the construction method of the steel pipe pile 101. FIG. The rotation suppression key may be formed integrally with one of the inner joint 110 or the outer joint 120, and in this case, a counterbore is formed only on the other.

内側継手110Aと内側継手110B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121のうちの少なくとも1つの単位部材の係合凸部124と、該係合凸部124が係合する係合凹部114の、鋼管杭101の長手方向の長さを、その他の単位部材121の係合凸部124と異ならせる構成であってもよい。この場合は、単位部材121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 110A and the inner joint 110B 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 101 between the engagement convex portion 124 of at least one unit member among the eight unit members 121 and the engagement concave portion 114 with which the engagement convex portion 124 engages. Further, the configuration may be different from the engagement convex portion 124 of the other unit member 121. In this case, the unit member 121 performs the same function as the rotation suppression key.

なお、上述したとおり、内側継手110及び外側継手120は、ストレートシーム鋼管から形成されている。なお、管体102は、例えばスパイラル鋼管から形成することができる。   As described above, the inner joint 110 and the outer joint 120 are formed of straight seam steel pipes. The tube body 102 can be formed from, for example, a spiral steel pipe.

ストレートシーム鋼管は、平板状の鋼板を、巨大なロールやプレスを用いて円筒状に成形し、接合部103を内外面から溶接する板巻加工法を用いて製造される。板巻加工法は、シームレス鋼管を製造するリング鍛造などの工法にくらべて安価である。内側継手110及び外側継手120をストレートシーム鋼管から形成することによって、安価に内側継手110及び外側継手120が得られる。   The straight seam steel pipe is manufactured using a plate winding method in which a flat steel plate is formed into a cylindrical shape using a huge roll or press, and the joint 103 is welded from the inner and outer surfaces. The plate winding method is less expensive than methods such as ring forging that produce seamless steel pipes. By forming the inner joint 110 and the outer joint 120 from straight seam steel pipes, the inner joint 110 and the outer joint 120 can be obtained at low cost.

しかし、ストレートシーム鋼管はその長手方向に沿って接合部103を有し、シームレス鋼管のように周方向に均質ではないため、周方向において同一の剛性が得られず、内圧やねじれに弱い。   However, since a straight seam steel pipe has a joint 103 along its longitudinal direction and is not homogeneous in the circumferential direction like a seamless steel pipe, the same rigidity cannot be obtained in the circumferential direction and is vulnerable to internal pressure and torsion.

また、外側継手120を構成する開口単位部材121A及び標準単位部材121Bのうち、開口単位部材121Aは開口部122において材料が少ないため、開口単位部材121Aのうち開口部122が形成されていない周方向部分や、標準単位部材121Bにくらべて剛性が低い。つまり、開口部122が形成されている周方向部分が低剛性部である。
そこで、接合部103は、標準単位部材121Bに設けられる。
Further, among the opening unit member 121A and the standard unit member 121B constituting the outer joint 120, the opening unit member 121A has a small amount of material in the opening 122, and therefore, the circumferential direction in which the opening 122 is not formed in the opening unit member 121A. The rigidity is lower than that of the portion or the standard unit member 121B. That is, the circumferential portion where the opening 122 is formed is a low rigidity portion.
Therefore, the joint portion 103 is provided on the standard unit member 121B.

開口部122が形成されている周方向部分と接合部103とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、外側継手120において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。   By preventing the circumferential portion where the opening 122 is formed and the joint portion 103 from overlapping each other along the longitudinal direction of the straight seam steel pipe, a portion of the outer joint 120 is less rigid than the other portions. It can be prevented from becoming too much.

また、外側継手120は、開口単位部材121Aのうち開口部122が形成されている周方向部分及び接合部103を有する標準単位部材121Bが、内側継手110A及び内側継手110に対して、内側継手110A及び内側継手110Bのうち接合部103が配設されている位置ではない位置となるように、周設されることが好ましい。
外側継手120のうちの剛性が低い周方向部分と、内側継手110A及び内側継手110Bのうちの剛性が低い周方向部分とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、継手機構において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
In addition, the outer joint 120 includes an inner joint 110 </ b> A in which the standard unit member 121 </ b> B having the circumferential portion where the opening 122 is formed and the joint portion 103 among the opening unit member 121 </ b> A is connected to the inner joint 110 </ b> A and the inner joint 110. Further, it is preferable that the inner joint 110 </ b> B is provided around the inner joint 110 </ b> B so that it is not at the position where the joint 103 is disposed.
By preventing the circumferential portion of the outer joint 120 having a low rigidity and the circumferential portion having a low rigidity of the inner joint 110A and the inner joint 110B from overlapping each other along the longitudinal direction of the straight seam steel pipe, In the joint mechanism, it is possible to prevent a part from becoming too low in rigidity than the other part.

なお、内側継手110A及び内側継手110Bは、それぞれの接合部103が、鋼管杭101の長手方向に沿って重ならないように連結されることが好ましい。   In addition, it is preferable that the inner joint 110 </ b> A and the inner joint 110 </ b> B are connected so that the respective joint portions 103 do not overlap along the longitudinal direction of the steel pipe pile 101.

次に、図14から図23に基づいて、油圧ハンマーなどを用いて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101Aに後続の鋼管杭101Bを連結する連結方法を説明する。   Next, based on FIG. 14 to FIG. 23, a connection method for connecting the subsequent steel pipe pile 101 </ b> B to the steel pipe pile 101 </ b> A that has been driven in the ground using a hydraulic hammer or the like will be described.

この、隣り合う鋼管杭101A,101B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12及び図14に示すように、先行して打ち込まれている一方の鋼管杭101Aの上端に設けられた内側継手110Aの係合凹部114A(114)にそれぞれの係合凸部124A(124)を係合させながら、4個の開口単位部材121Aと4個の標準単位部材121Bを交互に並設し、図4に示すように、内側継手110Aの周囲に円筒状の外側継手120を構成する。
The above-described joint mechanism is used as a connecting method for connecting the adjacent steel pipe piles 101A and 101B.
First, as shown in FIGS. 12 and 14, the engagement protrusions 124 </ b> A (114 </ b> A) are engaged with the engagement recesses 114 </ b> A (114) of the inner joint 110 </ b> A provided at the upper end of one steel pipe pile 101 </ b> A driven in advance. 124), four opening unit members 121A and four standard unit members 121B are alternately arranged in parallel, and as shown in FIG. 4, a cylindrical outer joint 120 is provided around the inner joint 110A. Configure.

次に、図16及び図17に示すように、鋼管杭101Aに対して、他方の鋼管杭101Bを吊り下ろし、外側継手120を構成する開口単位部材121A及び標準単位部材121Bの係合凸部124B(124)を、内側継手110Bの係合凹部114B(114)の係合させることで、隣り合う鋼管杭101A,101Bの内側継手110A,110Bが外側継手120の内部の所定位置に配置される。   Next, as shown in FIGS. 16 and 17, the other steel pipe pile 101B is suspended from the steel pipe pile 101A, and the engaging convex portion 124B of the opening unit member 121A and the standard unit member 121B constituting the outer joint 120. (124) is engaged with the engaging recess 114B (114) of the inner joint 110B, so that the inner joints 110A, 110B of the adjacent steel pipe piles 101A, 101B are arranged at predetermined positions inside the outer joint 120.

次に、図18から図20に示すように、開口単位部材121Aの開口部122に分割キー部材131を挿入する。開口部122に挿入された分割キー部材131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122へ次の分割キー部材131を挿入する。   Next, as shown in FIGS. 18 to 20, the split key member 131 is inserted into the opening 122 of the opening unit member 121A. The split key member 131 inserted into the opening 122 is slid along the longitudinal direction of the key groove. Then, the next split key member 131 is inserted into the opening 122.

所定数の分割キー部材131の挿入が終わると、図21から図23に示すように、開口部122に挿入した閉鎖部材132をボルト133を用いて固定して、開口部122を閉鎖する。   When the insertion of the predetermined number of split key members 131 is completed, as shown in FIGS. 21 to 23, the closing member 132 inserted into the opening 122 is fixed using a bolt 133 to close the opening 122.

以上のようにして、隣り合う鋼管杭101A,101Bを、鋼管杭101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 adjacent steel pipe piles 101 </ b> A and 101 </ b> B can be connected so as not to relatively move in the longitudinal direction of the steel pipe pile 101.

最後に、前記回転抑止キーを内側継手110の基部111の外周面に形成された座ぐり部と、前記座ぐり部と対向するように外側継手120の外周面に形成された座ぐり部とで構成される回転抑止キー溝に跨設することによって、隣り合う鋼管杭101A,101Bは、鋼管杭101の周方向へも相対移動しないよう連結される。   Finally, a counterbore portion formed on the outer peripheral surface of the base 111 of the inner joint 110 and the counterbore portion formed on the outer peripheral surface of the outer joint 120 so as to face the counterbore portion. Adjacent steel pipe piles 101 </ b> A and 101 </ b> B are connected so as not to move relative to each other in the circumferential direction of the steel pipe pile 101 by straddling the constructed rotation suppression keyway.

ところで、本発明による継手機構の外側継手120を複数の単位部材121で構成することによって、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 comprising the outer joint 120 of the joint mechanism according to the present invention with the plurality of unit members 121, in addition to reducing the manufacturing cost as described above, there are the following advantages.

外側継手120を構成する単位部材121は、ストレートシーム鋼管を周方向に8等分に分割することによって形成される。
この単位部材121は、鋼管杭101の長手方向に沿った方向の高さが、内側継手110Aと内側継手110Bとを当接させた状態において、内側継手110Aと内側継手110Bとに跨って周設される基準距離を有するストレートシーム鋼管や、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ストレートシーム鋼管や、1.0mm程度長い距離を有するストレートシーム鋼管から形成してもよい。なお、前記基準距離を有するストレートシーム鋼管から形成される単位部材121が基準単位部材121Cであり、前記基準距離より長い距離を有するストレートシーム鋼管から形成される単位部材121が延長単位部材121Dである。なお、基準単位部材121Cや延長単位部材121Dは、開口部122が備えられていれば開口単位部材121Aでもあり、開口部122が備えられていなければ標準単位部材121Bでもある。
The unit member 121 constituting the outer joint 120 is formed by dividing a straight seam steel pipe into eight equal parts in the circumferential direction.
The unit member 121 is provided so that the height in the direction along the longitudinal direction of the steel pipe pile 101 straddles the inner joint 110A and the inner joint 110B in a state where the inner joint 110A and the inner joint 110B are in contact with each other. It may be formed from a straight seam steel pipe having a reference distance, a straight seam steel pipe having a distance slightly longer than the reference distance, for example, about 0.5 mm, or a straight seam steel pipe having a distance about 1.0 mm longer. The unit member 121 formed from a straight seam steel pipe having the reference distance is a reference unit member 121C, and the unit member 121 formed from a straight seam steel pipe having a distance longer than the reference distance is an extension unit member 121D. . The reference unit member 121C and the extension unit member 121D are also the opening unit member 121A if the opening 122 is provided, and are the standard unit member 121B if the opening 122 is not provided.

延長単位部材121Dの上下端部には、基準単位部材121Cと同様に、単位部材121を内側継手110に周設したときに、内側継手110の係合凹部114A,14Bに係合するための係合凸部124A,24Bが形成されている。延長単位部材121Dの内周には、基準単位部材121Cと同様に、二条の円環状の内向き周溝123(123A,123B)が形成されている。   At the upper and lower ends of the extension unit member 121D, similar to the reference unit member 121C, when the unit member 121 is provided around the inner joint 110, the engagement for engaging with the engaging recesses 114A and 14B of the inner joint 110 is provided. Joint convex portions 124A and 24B are formed. Similar to the reference unit member 121C, two annular inward circumferential grooves 123 (123A, 123B) are formed on the inner periphery of the extension unit member 121D.

基準単位部材121Cの一対の内向き周溝123(123A,123B)間の距離は、内側継手110Aと内側継手110Bとが当接したときの、一対の外向き周溝113(13A,13B)間の距離と同じ距離に設定され、
延長単位部材121Dの一対の内向き周溝123(123A,123B)間の距離は、内側継手110Aと内側継手110Bとが離間したときの、一対の外向き周溝113(13A,13B)間と同じ距離に設定されている。
延長単位部材121Dの内向き周溝123(123A,123B)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121Dは、内向き周溝123(123A,123B)間の距離が、基準単位部材121Cの内向き周溝123(123A,123B)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101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 123 (123A, 123B) of the reference unit member 121C is the distance between the pair of outward circumferential grooves 113 (13A, 13B) when the inner joint 110A and the inner joint 110B abut. Is set to the same distance as
The distance between the pair of inward circumferential grooves 123 (123A, 123B) of the extension unit member 121D is between the pair of outward circumferential grooves 113 (13A, 13B) when the inner joint 110A and the inner joint 110B are separated from each other. The same distance is set.
The distance between the inward circumferential grooves 123 (123A, 123B) of the extension unit member 121D is formed to be wider by 0.5 mm or 1.0 mm than the reference distance.
That is, the extension unit member 121D is configured such that the distance between the inward circumferential grooves 123 (123A, 123B) is longer than the distance between the inward circumferential grooves 123 (123A, 123B) of the reference unit member 121C. 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 101. FIG.

基準単位部材121Cから外側継手120を構成すると、連結される鋼管杭101Aの内側継手110Aと鋼管杭101Bの内側継手110Bとの対向面どうしは当接する。
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121Dで外側継手120を構成すると、鋼管杭101Aの内側継手110Aと鋼管杭101Bの内側継手110B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121Dで外側継手120を構成すると、鋼管杭101Aの内側継手110Aと鋼管杭101Bの内側継手110B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 120 is configured from the reference unit member 121C, the opposing surfaces of the inner joint 110A of the steel pipe pile 101A and the inner joint 110B of the steel pipe pile 101B are in contact with each other.
On the other hand, when the outer joint 120 is configured by the extension unit member 121D having a distance 0.5 mm longer than the reference distance, the distance between the opposing surfaces of the inner joint 110A of the steel pipe pile 101A and the inner joint 110B of the steel pipe pile 101B is 0. When the outer joint 120 is constituted by the extension unit member 121D having a gap of 5 mm and having a distance 1.0 mm longer than the reference distance, the opposing surface between the inner joint 110A of the steel pipe pile 101A and the inner joint 110B of the steel pipe pile 101B is formed. A gap of 1.0 mm is generated between them.

このような、鋼管杭101の長手方向の長さの異なる外側継手120群を用意しておくと、例えば、図24に示すように、先行して打ち込まれている鋼管杭101A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101Aに鋼管杭101Bを連結する際に、基準単位部材121Cと延長単位部材121Dとを組み合わせて、例えば図中左側に基準単位部材121Cを配設し、図中右側に延長単位部材121Dを配設することによって、後続する鋼管杭101B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101A,101B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123(123A,123B)は、分割キー部材131に対して若干余裕をもった幅に構成されているため、鋼管杭101A,101Bどうしを傾けたときも、分割キー部材131のキー溝の長手方向に沿ったスライドは阻害されない。   If the outer joint 120 group having different lengths in the longitudinal direction of the steel pipe pile 101 is prepared, for example, as shown in FIG. 24, the posture of the steel pipe pile 101A driven in advance is in the vertical direction. When the steel pipe pile 101B is connected to the steel pipe pile 101A, the reference unit member 121C and the extension unit member 121D are combined, for example, the reference unit member 121C is disposed on the left side in the figure. However, by disposing the extension unit member 121D on the right side in the figure, the posture of the subsequent steel pipe pile 101B can be driven into a posture along the vertical direction. The steel pipe piles 101A and 101B can be connected while being corrected so as to have a posture close to a vertical posture. Since the inward circumferential groove 123 (123A, 123B) is configured with a width having a slight margin with respect to the split key member 131, the key of the split key member 131 can be obtained even when the steel pipe piles 101A, 101B are tilted. Slides along the length of the groove are not disturbed.

上述の実施形態においては、外側継手120の開口部122は、開口単位部材121Aの中央に備えられていたが、開口部122は例えば図25に示すように、隣り合う2個の単位部材121に跨って形成されてもよい。また、図26に示すように、開口単位部材121Aの中において上下の位置が異なるように形成されてもよい。図26に示すように、開口部122の形成位置を左右にずらすことによって、開口部122が上下に並んで形成される場合にくらべて、開口単位部材121Aの剛性の低下を抑えることができる。   In the above-described embodiment, the opening 122 of the outer joint 120 is provided in the center of the opening unit member 121A. However, the opening 122 is formed between two adjacent unit members 121 as shown in FIG. It may be formed straddling. Further, as shown in FIG. 26, the opening unit member 121 </ b> A may be formed so that the vertical position is different. As shown in FIG. 26, by shifting the formation position of the opening 122 to the left and right, it is possible to suppress a decrease in the rigidity of the opening unit member 121A compared to the case where the opening 122 is formed vertically.

上述の実施形態においては、外側継手120を構成する単位部材121の分割面を平面に構成したが、図27や図28に示すように、隣り合う単位部材121の対向面どうしに互い係合する係合部を備えてもよい。係合凸部124の係合凹部114への係合のみならず、隣り合う単位部材121どうしが互いに係合することによって単位部材121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 121 constituting the outer joint 120 is configured to be a plane, but as shown in FIGS. 27 and 28, the opposing surfaces of the adjacent unit members 121 are engaged with each other. You may provide an engaging part. It is possible to prevent the unit member 121 from dropping outward by not only engaging the engagement convex portion 124 with the engagement concave portion 114 but also engaging the adjacent unit members 121 with each other.

上述の実施形態においては、外側継手120を、8等分に分割された単位部材121から構成したが、外側継手120は、図29に示すように、円筒状のまま構成してもよい。この場合、図30に示すように、内側継手110は係合凹部114を備えなくてもよい。だだし、鋼管杭101Aと鋼管杭101Bを連結する作業において、分割キー部材131をキー溝に挿通するまでは、外側継手120を内側継手110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 120 is configured by the unit member 121 divided into eight equal parts, but the outer joint 120 may be configured in a cylindrical shape as shown in FIG. In this case, as shown in FIG. 30, the inner joint 110 may not include the engaging recess 114. However, in the operation of connecting the steel pipe pile 101A and the steel pipe pile 101B, a mechanism and operation for holding the outer joint 120 around the inner joint 110 are required until the split key member 131 is inserted into the key groove. .

この点を解決するために、図31に示すように、少なくとも鋼管杭101Aの内側継手110Aに、外側継手120を内側継手110の周囲に保持するための係合段部115を備えてもよい。   In order to solve this point, as shown in FIG. 31, an engagement step 115 for holding the outer joint 120 around the inner joint 110 may be provided at least on the inner joint 110A of the steel pipe pile 101A.

また、図32に示すように、外側継手120の外周面は、内側継手110の基部111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. 32, the outer peripheral surface of the outer joint 120 may not be formed to be flush with the outer peripheral surface of the base 111 of the inner joint 110.

以下に本発明による鋼管杭の第三実施形態を図面に基づいて説明する。
図33から図37は、本発明による鋼管杭の第三実施形態の第一の態様を示し、図38は同第二の態様を示し、図39は同第三の態様を示し、図40は同第四の態様を示し、図41は同第五の態様を示し、図42は同第六の態様を示し、図43は前記第六の態様の変形を示し、図44は同第七の態様を示し、図45は同第八の態様を示し、図46は同第九の態様を示し、図47は同第十の態様を示したものである。
Below, 3rd embodiment of the steel pipe pile by this invention is described based on drawing.
33 to 37 show a first aspect of the third embodiment of the steel pipe pile according to the present invention, FIG. 38 shows the second aspect, FIG. 39 shows the third aspect, and FIG. FIG. 41 shows the fifth embodiment, FIG. 42 shows the sixth embodiment, FIG. 43 shows a modification of the sixth embodiment, and FIG. 44 shows the seventh embodiment. FIG. 45 shows the eighth embodiment, FIG. 46 shows the ninth embodiment, and FIG. 47 shows the tenth embodiment.

まず、第一の態様について説明する。図33から図37において、20A1は上管体であり、20A2は下管体である。上管体20A1には、下管体20A2と結合される下端に雌形の筒部201(接続部の一例)が溶接203により下方に突出して設けられ、また、下管体20A2には、上管体20A1と結合される上端に、上記筒部201に突入、嵌合する軸部202(接続部の一例)が溶接203により上方に突出して設けられている。   First, the first aspect will be described. In FIGS. 33 to 37, 20A1 is an upper tube body, and 20A2 is a lower tube body. The upper tubular body 20A1 is provided with a female tubular portion 201 (an example of a connecting portion) at the lower end coupled to the lower tubular body 20A2 so as to protrude downward by welding 203, and the lower tubular body 20A2 includes A shaft portion 202 (an example of a connecting portion) that protrudes and fits into the cylindrical portion 201 is provided at the upper end coupled to the tubular body 20 </ b> A <b> 1 so as to protrude upward by welding 203.

筒部201は、外径が上管体20A1の外径と同径とした筒状をなしており、その内周は後述する軸部202が嵌合する垂直な筒部内周面部204に形成されているとともに、その筒部内周面部204における筒部201の基端側に形成の段部201Dには、周溝205が設けられている。そして、筒部内周面部204には、上下に間隔をおいて複数の内溝部206が周設されている。また、筒部201の下端には、周方向に間隔をおいて複数の切欠部207(凹部Eの一例)が設けられている。   The cylindrical portion 201 has a cylindrical shape whose outer diameter is the same as the outer diameter of the upper tubular body 20A1, and the inner periphery thereof is formed on a vertical cylindrical inner peripheral surface portion 204 into which a shaft portion 202 described later is fitted. In addition, a circumferential groove 205 is provided in a step portion 201D formed on the proximal end side of the cylindrical portion 201 in the cylindrical inner peripheral surface portion 204. A plurality of inner groove portions 206 are provided around the cylindrical inner peripheral surface portion 204 at intervals in the vertical direction. In addition, a plurality of cutout portions 207 (an example of the recesses E) are provided at the lower end of the cylindrical portion 201 at intervals in the circumferential direction.

軸部202は、外径が下管体20A2の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成され、軸部先端部202Sには筒部201の周溝205と嵌合する突条211が設けられている。そして、嵌挿部209外周の軸部外周面部210には、筒部201の内溝部206と対応する位置に外溝部212が周設されている。また、基軸部208の上部には、筒部201の筒部先端部201Sと接合する接合凹部213が周設されているとともに、その周方向に間隔をおいて、筒部201の切欠部207と対応する位置に、切欠部207と同じ厚さで上下に所要の深さを有する切欠部214(凹部Eの一例)が設けられ、各切欠部214の奥壁部には複数のネジ孔215が設けられている。   The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that is connected to the cylindrical inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the lower tube body 20A2. A protrusion 211 that is formed by the insertion portion 209 and that fits with the circumferential groove 205 of the cylindrical portion 201 is provided at the tip end portion 202S of the shaft portion. An outer groove 212 is provided around the shaft outer peripheral surface 210 of the outer periphery of the insertion portion 209 at a position corresponding to the inner groove 206 of the cylindrical portion 201. In addition, a joint recess 213 that joins the tube tip 201S of the tube portion 201 is provided around the upper portion of the base shaft portion 208, and the notch 207 of the tube portion 201 is spaced apart in the circumferential direction. At the corresponding position, a notch 214 (an example of the recess E) having the same thickness as the notch 207 and having a required depth is provided, and a plurality of screw holes 215 are formed in the inner wall of each notch 214. Is provided.

そして、上記の各内溝部206には、筒部201の外周より、周方向に間隔をおいて複数設けられたネジ孔216が連通されているとともに、その内溝部206内には、ネジ孔216に螺合させた、セットボルト217の操作によって、内溝部206内から、嵌挿部209の外溝部212内と内溝6内に跨る位置まで進退する円弧キー218(キー部材の一例)が収容されている。この円弧キー218を進退させる構造は、例えば図37に示すように、セットボルト217により行う。セットボルト217は、その基端部にネジ孔216と螺合する右ネジの頭部217aを有し、先端部に円弧キー218に設けた左ネジ(逆ネジ)と螺合する尾部17bを有しており、セットボルト217を正(右)回転させてネジ込めば円弧キー218が前進し、逆(左)回転させれば円弧キー218が後退するようになっている。なお、円弧キー218を進退させる構造はこれに限定されるものではない。   A plurality of screw holes 216 provided at intervals in the circumferential direction from the outer periphery of the cylindrical portion 201 are communicated with the inner groove portions 206, and the screw holes 216 are provided in the inner groove portions 206. An arc key 218 (an example of a key member) that moves forward and backward from the inside groove 206 to a position straddling the inside groove 6 and the inside groove 6 by the operation of the set bolt 217 that is screwed into the housing is accommodated. Has been. The arc key 218 is advanced and retracted by a set bolt 217 as shown in FIG. The set bolt 217 has a right-handed screw head portion 217a screwed into the screw hole 216 at the base end portion and a tail portion 17b screwed into the left-hand screw (reverse screw) provided on the arc key 218 at the distal end portion. When the set bolt 217 is rotated forward (right) and screwed in, the arc key 218 moves forward, and when rotated backward (left), the arc key 218 moves backward. The structure for moving the arc key 218 back and forth is not limited to this.

また、220は、上管体20A1の筒部201と下管体20A2の軸部202との相対回転を防止するための回転抑止キー(嵌合キー部材Hの一例)で、筒部201の切欠部207と軸部202の切欠部214とに亘って嵌合する形状に形成されているとともに、切欠部214に設けられたネジ孔215と対応する位置にボルト挿通孔221が設けられている。   Reference numeral 220 denotes a rotation suppression key (an example of the fitting key member H) for preventing relative rotation between the tube portion 201 of the upper tube body 20A1 and the shaft portion 202 of the lower tube body 20A2. A bolt insertion hole 221 is provided at a position corresponding to the screw hole 215 provided in the notch 214, and is formed in a shape that fits over the part 207 and the notch 214 of the shaft part 202.

上管体20A1と下管体20A2とを縦継ぎするには、上管体20A1をクレーンで吊り上げ、下管体20A2の直上に運んで吊り下ろし、筒部201の中に軸部202を挿入していけば、筒部201の周溝205と軸部202の軸部先端部の突条211とが接合し、上管体20A1と下管体20A2とが嵌合されることになる。そして、上管体20A1の回転調整により、筒部201の切欠部207を軸部202の切欠部214に合致させる。   In order to longitudinally connect the upper tube body 20A1 and the lower tube body 20A2, the upper tube body 20A1 is lifted by a crane, carried directly above the lower tube body 20A2, suspended, and the shaft portion 202 is inserted into the tube portion 201. Accordingly, the circumferential groove 205 of the tube portion 201 and the protrusion 211 at the tip of the shaft portion of the shaft portion 202 are joined, and the upper tube body 20A1 and the lower tube body 20A2 are fitted. And the notch part 207 of the cylinder part 201 is made to correspond with the notch part 214 of the axial part 202 by rotation adjustment of upper tube 20A1.

その後は、切欠部207と切欠部214に亘って回転抑止キー220を嵌め込み、取付ボルト222をネジ孔215にネジ込んで固定する(回り止め機構Mの一例)。それにより上下両上管体20A1及び下管体20A2は回転不能に結合されることになる。続いて、セットボルト217を螺進させて、内溝部206に収まっている円弧キー218を外溝部212に向けて押し入れてやる(抜け止め機構Sの一例)。それによって、円弧キー218は図37の鎖線で示すように、両溝部206,212に跨って係合することになり、両上管体20A1及び下管体20A2は円弧キー218を介して軸心X方向への抜き差しが不能に結合されることになる。   Thereafter, the rotation inhibiting key 220 is fitted over the notch 207 and the notch 214, and the mounting bolt 222 is screwed into the screw hole 215 and fixed (an example of the rotation prevention mechanism M). Thus, the upper and lower upper tubular bodies 20A1 and 20A2 are coupled so as not to rotate. Subsequently, the set bolt 217 is screwed, and the arc key 218 stored in the inner groove portion 206 is pushed toward the outer groove portion 212 (an example of the retaining mechanism S). As a result, the arc key 218 is engaged across both the grooves 206 and 212 as indicated by the chain line in FIG. 37, and the upper tube body 20A1 and the lower tube body 20A2 are axially centered via the arc key 218. It is impossible to insert and remove in the X direction.

この円弧キー218を介しての結合では、引張力は両溝部206,212と円弧キー218の側面の側圧応力で一方の筒部201又は軸部202から円弧キー218に伝達され、せん断力として円弧キー218の反対側に伝達される。そして、再び内、外溝部206,212と円弧キー218の側面の側圧応力によって他方の筒部201又は軸部202に伝達される。また、圧縮力は筒部201と軸部202の管軸に垂直な面で圧縮応力によって伝達される。   In the coupling via the arc key 218, the tensile force is transmitted from the one cylindrical portion 201 or the shaft portion 202 to the arc key 218 by the side pressure stress on the side surfaces of both the groove portions 206 and 212 and the arc key 218, and the arc force is applied as the shearing force. Transmitted to the opposite side of the key 218. Then, it is transmitted again to the other cylindrical portion 201 or the shaft portion 202 by the side pressure stress on the side surfaces of the inner and outer groove portions 206 and 212 and the arc key 218. Further, the compressive force is transmitted by the compressive stress on the surface perpendicular to the tube axis of the tube portion 201 and the shaft portion 202.

筒部201及び軸部202は、ストレートシーム鋼管から形成される。
ストレートシーム鋼管は、平板状の鋼板を、巨大なロールやプレスを用いて円筒状に成形し、接合部303を内外面から溶接する板巻加工法を用いて製造される。板巻加工法は、シームレス鋼管を製造するリング鍛造などの工法にくらべて安価である。筒部201及び軸部202をストレートシーム鋼管から形成することによって、安価に筒部201及び軸部202が得られる。なお、上管体20A1及び下管体20A2はスパイラル鋼管から形成することが好ましい。
The cylinder part 201 and the shaft part 202 are formed from a straight seam steel pipe.
The straight seam steel pipe is manufactured using a plate winding method in which a flat steel plate is formed into a cylindrical shape using a huge roll or press, and the joint portion 303 is welded from the inner and outer surfaces. The plate winding method is less expensive than methods such as ring forging that produce seamless steel pipes. By forming the cylindrical portion 201 and the shaft portion 202 from a straight seam steel pipe, the cylindrical portion 201 and the shaft portion 202 can be obtained at low cost. The upper tube body 20A1 and the lower tube body 20A2 are preferably formed from spiral steel pipes.

しかし、ストレートシーム鋼管はその長手方向に沿って接合部303を有し、シームレス鋼管のように周方向に均質ではないため、周方向において同一の剛性が得られず、内圧やねじれに弱い。
また、筒部201及び軸部202のうち、切欠部207,214が形成されている周方向部分は、その箇所において材料が少ないため、その他の周方向部分にくらべて剛性が低い。さらに、筒部201のセットボルト217が配設されている周方向部分は、その他の周方向部分にくらべて剛性が低い。つまり、切欠部207,214、すなわち凹部Eが形成されている周方向部分及びセットボルト217が配設されている部分が低剛性部である。
そこで、切欠部207,214は、ストレートシーム鋼管が有する接合部303を跨ぐ位置ではない位置となるように筒部201及び軸部202に設けられる。また、セットボルト217は、ストレートシーム鋼管が有する接合部303と重ならない位置となるように筒部201及び軸部202に設けられる。
切欠部207,214及びセットボルト217と接合部303とが、ストレートシーム鋼管の長手方向に沿って重ならないようにすることによって、筒部201及び軸部202において一部がその他の部分よりも剛性が低くなりすぎることを防止できる。
However, straight seam steel pipes have joints 303 along the longitudinal direction thereof, and are not homogeneous in the circumferential direction like seamless steel pipes, so the same rigidity cannot be obtained in the circumferential direction, and they are vulnerable to internal pressure and torsion.
Moreover, since the material in the circumferential direction part in which the notch parts 207 and 214 are formed among the cylinder part 201 and the shaft part 202 is less in the part, the rigidity is lower than the other circumferential direction parts. Furthermore, the circumferential portion where the set bolt 217 of the cylindrical portion 201 is disposed has lower rigidity than the other circumferential portions. That is, the notch portions 207 and 214, that is, the circumferential portion where the recess E is formed and the portion where the set bolt 217 is disposed are the low rigidity portion.
Therefore, the notches 207 and 214 are provided in the cylindrical portion 201 and the shaft portion 202 so as not to be in a position over the joint portion 303 of the straight seam steel pipe. Moreover, the set bolt 217 is provided in the cylinder part 201 and the axial part 202 so that it may become a position which does not overlap with the junction part 303 which a straight seam steel pipe has.
By preventing the notches 207 and 214 and the set bolt 217 and the joint 303 from overlapping with each other along the longitudinal direction of the straight seam steel pipe, a part of the cylindrical part 201 and the shaft part 202 is more rigid than the other parts. Can be prevented from becoming too low.

次に、第二の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、筒部201と軸部202の筒部内周面部204,軸部外周面部210の形状を異にしたもので、筒部201の筒部内周面部204が先広がりの円錐面204aに形成され、軸部202の軸部内周面はその円錐面204aと合致する先細りの円錐面210aに形成されている。そして、内溝部206及び外溝部212は、それら円錐面204a,210aに上下に間隔をおいて複数周設されている。
上記構成だと、ネジ嵌合のもののように、上管体20A1及び下管体20A2どうしを相対回転させながら徐々に近接させるような手間のかかる作業を必要とせず、軸心X方向で隣り合う上管体20A1及び下管体20A2の筒部201に軸部202を挿入する際に、筒部201の軸心位置と軸部202の軸心位置がズレていたとしても、前記円錐面204a,210aどうしを接触させたまま軸心X方向に近接移動させるだけの操作で筒部201と軸部202とが同芯状に嵌合されるように案内することができる。
なお、その他の構造及び施工の要領については先の鋼管杭におけると同様であるから、その説明は省略する。
Next, the second aspect will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in that the shapes of the cylindrical portion 201 and the cylindrical portion inner peripheral surface portion 204 of the shaft portion 202 and the outer peripheral surface portion 210 of the shaft portion are different. 204 is formed in a conical surface 204a that is widened, and the inner peripheral surface of the shaft portion 202 is formed in a tapered conical surface 210a that matches the conical surface 204a. A plurality of inner groove portions 206 and outer groove portions 212 are provided around the conical surfaces 204a and 210a at intervals in the vertical direction.
With the above configuration, unlike the screw-fitting type, the upper tube 20A1 and the lower tube 20A2 are adjacent to each other in the axial direction X without requiring a laborious work of gradually bringing the upper tube 20A1 and the lower tube 20A2 close to each other. Even when the axial position of the cylindrical portion 201 and the axial position of the axial portion 202 are shifted when the shaft portion 202 is inserted into the cylindrical portion 201 of the upper tubular body 20A1 and the lower tubular body 20A2, the conical surfaces 204a, It is possible to guide the cylindrical portion 201 and the shaft portion 202 so as to be fitted concentrically by simply moving them in the axial center X direction while keeping the 210a in contact with each other.
In addition, since it is the same as that of the previous steel pipe pile about the other structure and the point of construction, the description is abbreviate | omitted.

次に、第三の態様について説明する。この態様による鋼管杭は、筒部201の筒部内周面部204の形状が、逐次段階的に先広がりとなる筒部内周面部204bに形成され、これに対する軸部202の軸部外周面部210の形状が、上記筒部内周面部204bに合致する、段階的に先細りとなる軸部外周面部210bに形成されている。そして、それら筒部内周面部204bと軸部外周面部210bには、その垂直面に内溝部206及び外溝部212が周設されている。
上記構成だと、軸心X方向に近接移動させるだけの操作で筒部と軸部とを嵌合させることができ、その際、筒部内周面部204bと軸部外周面部210bの形状を互いに合致する段部形状に形成してあるから、対応する筒部内周面部204bと軸部外周面部210bとが接当するまでの嵌合操作を抵抗なく行うことができるため嵌め易くなる。
その他の構造及び施工の要領については、上記第一の態様及び第二の態様におけるものと同様であるから、その説明は省略する。
Next, the third aspect will be described. In the steel pipe pile according to this aspect, the shape of the tubular portion inner peripheral surface portion 204 of the tubular portion 201 is formed in the tubular portion inner peripheral surface portion 204b where the shape gradually expands stepwise, and the shape of the shaft portion outer peripheral surface portion 210 of the shaft portion 202 with respect to this. Is formed on the outer peripheral surface portion 210b of the shaft portion, which is tapered step by step, matching the inner peripheral surface portion 204b of the cylinder portion. The cylindrical inner peripheral surface portion 204b and the shaft outer peripheral surface portion 210b are provided with an inner groove portion 206 and an outer groove portion 212 around the vertical surface.
With the above configuration, the cylindrical portion and the shaft portion can be fitted with each other by simply moving them close to each other in the direction of the axis X. At this time, the shapes of the cylindrical portion inner peripheral surface portion 204b and the shaft portion outer peripheral surface portion 210b match each other. Since it is formed in a stepped portion shape, the fitting operation until the corresponding cylindrical portion inner peripheral surface portion 204b and shaft portion outer peripheral surface portion 210b come into contact with each other can be performed without resistance.
Other structures and construction procedures are the same as those in the first aspect and the second aspect, and the description thereof is omitted.

次に、図40に示す第四の態様について説明する。先の鋼管杭に対し、Oリング225を設けたことを異にしたもので、上管体20A1の外径と同径とした筒部201の筒部外周面部201Gには、その周方向に間隔をおいて筒部外周面の一部を切欠いた複数の切欠部207(凹部Eの一例)を形成するとともに、筒部内周面部204における筒部基端側に形成の段部201Dには周溝205が設けられている。
軸部202には、外径が下管体20A2の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成されるとともに、軸部先端部202Sには筒部201の周溝205と嵌合する突条211が設けられている。基軸部208の上部には、筒部201の筒部先端部201Sと接合する接合凹部213が周設されている。接合凹部213にはOリング225が設けられ、筒部201と軸部202とを嵌合させたときに、Oリング225に阻害されることなく、内向き溝部206と外向き溝部212との対向位置を合わすことができ、円弧キー218を係合させる係合操作が確実に行われるように、筒部先端部201Sと接合凹部213との間には、Oリング225の弾性変形を許容するとともに、シールを確実にできる程度の大きさの空間が設定形成されている。また、基軸部208の外周面には、その周方向に間隔をおいて、筒部201の切欠部207と対応する位置に、切欠部207と同じ厚さで上下に所用の深さを有する切欠部214が設けられており、切欠部207と切欠部214に亘って回転抑止キー220(嵌合キー部材Hの一例)を嵌め込み取付ボルト222をネジ孔215にネジ込んで固定する。
上記構成だと、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができるとともに、筒部内周面部204と軸部外周面部210の接当面、及び、内向き溝部206と外向き溝部212、及び、円弧キー218に対する水の侵入を防止し易くなる。
なお、その他の構造及び施工の要領については先の鋼管杭におけるものと同様であるから、その説明は省略する。
また、前記Oリング225は、特に必要がなければ設けなくてもよい。
Next, the fourth mode shown in FIG. 40 will be described. It differs from the previous steel pipe pile in that an O-ring 225 is provided, and the cylindrical portion outer peripheral surface portion 201G of the cylindrical portion 201 having the same diameter as the outer diameter of the upper tubular body 20A1 is spaced in the circumferential direction. A plurality of cutout portions 207 (an example of the recesses E) formed by cutting out part of the outer peripheral surface of the cylindrical portion are formed, and a circumferential groove is formed in the step portion 201D formed on the proximal end side of the cylindrical portion in the cylindrical inner peripheral surface portion 204. 205 is provided.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that engages with the inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the lower tube body 20A2. In addition to being formed by the fitting insertion portion 209, the shaft tip end portion 202S is provided with a protrusion 211 that fits with the circumferential groove 205 of the cylindrical portion 201. At the upper part of the base shaft portion 208, a joint recess 213 that joins the tube portion tip portion 201S of the tube portion 201 is provided. The joint recess 213 is provided with an O-ring 225. When the cylindrical portion 201 and the shaft portion 202 are fitted, the inward groove portion 206 and the outward groove portion 212 are opposed to each other without being obstructed by the O-ring 225. The O-ring 225 is allowed to be elastically deformed between the cylindrical tip 201S and the joint recess 213 so that the positions can be matched and the engaging operation for engaging the arc key 218 is reliably performed. A space of a size that can surely seal is formed. In addition, the outer peripheral surface of the base shaft portion 208 has a notch having a predetermined depth in the vertical direction at the same thickness as the notch portion 207 at a position corresponding to the notch portion 207 of the cylindrical portion 201 with a space in the circumferential direction. A portion 214 is provided, and a rotation inhibiting key 220 (an example of the fitting key member H) is fitted over the notch 207 and the notch 214, and the mounting bolt 222 is screwed into the screw hole 215 to be fixed.
With the above configuration, relative rotation around the axis X of the upper tube body 20A1 and the lower tube body 20A2 can be prevented, the contact surface between the cylindrical inner peripheral surface portion 204 and the shaft outer peripheral surface portion 210, and inward It is easy to prevent water from entering the groove 206, the outward groove 212, and the arc key 218.
In addition, since it is the same as that of the previous steel pipe pile about the other structure and the point of construction, the description is abbreviate | omitted.
Further, the O-ring 225 may not be provided unless particularly necessary.

次に、図41に示す第五の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、上管体20A1の外径と同径とした筒部201の筒部外周面部201Gには、その周方向に間隔をおいて筒部外周面部201Gの一部を切欠き、対向する接続部Bの軸部202側に向けて開口する複数の切欠凹部223(凹部Eの一例)を形成するとともに、筒部内周面部204における筒部基端側に形成の段部201Dには周溝205が設けられている。
軸部202には、外径が下管体20A2の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成されるとともに、軸部先端部202Sには筒部201の周溝205と嵌合する突条211が設けられている。また、基軸部208の上部には、筒部201の筒部先端部201Sと接合する接合凹部213が周設されているとともに、基軸部208における筒部201に対向する端面部201Tの周方向に間隔をおいて筒部201に形成の切欠凹部223に対応する位置に、切欠凹部223に嵌合して係合する形状の係合突起224(嵌合キー部材Hの一例)を形成してある。
そして、筒部201に軸部202を嵌合する際に、切欠凹部223に対向する位置に係合突起224を位置させながら嵌合操作を行うと、軸部先端部202Sに設けた突条211が周溝205に嵌合するとともに、筒部先端部201Sが接合凹部213に嵌合し、同時に切欠凹部223に係合突起224が嵌合係合される。
上記構成だと、切欠凹部223に嵌合する係合突起224の嵌合状態を目視確認できながら操作できるとともに、上管体20A1及び下管体20A2どうしの近接移動による嵌合操作だけで、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができる。
なお、その他の構造及び施工の要領については先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, the fifth mode shown in FIG. 41 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the detent mechanism M, and the cylindrical outer peripheral surface part 201G of the cylindrical part 201 having the same diameter as the outer diameter of the upper tubular body 20A1 A part of the cylindrical outer peripheral surface part 201G is cut out at intervals in the circumferential direction to form a plurality of cutout concave parts 223 (an example of the concave part E) that open toward the shaft part 202 side of the opposing connecting part B. At the same time, a circumferential groove 205 is provided in a step portion 201D formed on the cylindrical portion proximal end side of the cylindrical portion inner peripheral surface portion 204.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that engages with the inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the lower tube body 20A2. In addition to being formed by the fitting insertion portion 209, the shaft tip end portion 202S is provided with a protrusion 211 that fits with the circumferential groove 205 of the cylindrical portion 201. In addition, a joint recess 213 that is joined to the tube tip portion 201S of the tube portion 201 is provided around the upper portion of the base shaft portion 208, and in the circumferential direction of the end surface portion 201T that faces the tube portion 201 in the base shaft portion 208. Engagement protrusions 224 (an example of a fitting key member H) having a shape that fits and engages with the notch recess 223 are formed at positions corresponding to the notch recess 223 formed in the cylindrical portion 201 with an interval. .
Then, when fitting the shaft portion 202 to the tube portion 201, when the fitting operation is performed while the engagement protrusion 224 is positioned at a position facing the notch recess 223, the protrusion 211 provided on the shaft portion distal end portion 202S. Is fitted into the circumferential groove 205, and the cylindrical tip portion 201S is fitted into the joint recess 213, and at the same time, the engagement protrusion 224 is fitted and engaged with the notch recess 223.
With the above configuration, the operation can be performed while visually confirming the engagement state of the engagement protrusion 224 fitted into the notch recess 223, and the upper tube 20A1 and the lower tube 20A2 can be operated only by a fitting operation between the upper tube 20A1 and the lower tube 20A2. Relative rotation around the axis X of the tube body 20A1 and the lower tube body 20A2 can be prevented.
In addition, since it is the same as that of the previous steel pipe pile about the other structure and the point of construction, the description is abbreviate | omitted.

次に、図42に示す第六の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、筒部201には、筒部先端部201Sに突条211を周設し、突条211の周方向に間隔をおいて、対向する接続部Bの軸部202側に向けて突設した複数の係合突起226(嵌合キー部材Hの一例)を形成するとともに、筒部内周面部204における筒部基端側に形成の段部201Dには周溝205が設けられている。
軸部202には、外径が上管体20A1の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成されるとともに、軸部先端部202Sには筒部201の周溝205と嵌合する突条211が設けられている。また、基軸部208の上部には、筒部201の筒部先端部201Sと接合する接合凹部213が周設されているとともに、基軸部208における筒部201に対向する端面部202Tの周方向に間隔をおいて筒部201に形成の係合突起226に対応する位置に、係合突起226が嵌入係合する形状のほぞ穴227(凹部Eの一例)を形成してある。
そして、筒部201に軸部202を嵌合する際に、係合突起226に対向する位置にほぞ穴227を位置させながら嵌合操作を行うと、筒部先端部201Sに設けた突条211が周溝205に嵌合するとともに、筒部先端部201Sが接合凹部213に嵌合し、同時にほぞ穴227内に係合突起226が嵌入係合される。
上記構成だと、例えば、筒部201及び軸部202の外周面に嵌合凸部と嵌合凹部を形成して回り止めを行う構成のものに比して、外周面に形成される接合ラインを少なくできるから、水の侵入を防止し易くできるとともに、上管体20A1及び下管体20A2どうしの近接移動による嵌合操作だけで、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができる。
係合突起226は、上記態様のごとく突条211と一体に形成されたものの他、図43に示すように、別体に形成した係合突起226をボルト228等で取付けていく構成のものであってもよい。
これだと、ほぞ穴227に係合突起226を嵌合係合させる際に、接触により破損して使えなくなった係合突起226が生じたとしても、その箇所の係合突起226を新しいものに付け換えることができる。
なおその他の構造及び施工の要領については、先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, the sixth aspect shown in FIG. 42 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the detent mechanism M, and the cylindrical portion 201 is provided with a ridge 211 around the distal end portion 201S of the cylindrical portion. Are formed with a plurality of engaging protrusions 226 (an example of the fitting key member H) projecting toward the shaft portion 202 side of the connecting portion B facing each other at an interval in the circumferential direction. A circumferential groove 205 is provided in a step portion 201D formed on the base end side of the tube portion.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that engages with the inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the upper tubular body 20A1. In addition to being formed by the fitting insertion portion 209, the shaft tip end portion 202S is provided with a protrusion 211 that fits with the circumferential groove 205 of the cylindrical portion 201. In addition, a joint recess 213 that joins the cylindrical tip end portion 201S of the cylindrical portion 201 is provided around the upper portion of the base shaft portion 208, and in the circumferential direction of the end surface portion 202T that faces the cylindrical portion 201 in the basic shaft portion 208. A mortise 227 (an example of the recess E) in which the engagement protrusion 226 is fitted and engaged is formed at a position corresponding to the engagement protrusion 226 formed on the cylindrical portion 201 with a gap.
Then, when the shaft portion 202 is fitted to the tube portion 201, when the fitting operation is performed while the mortise 227 is positioned at a position facing the engagement protrusion 226, the protrusion 211 provided on the tube portion distal end portion 201 </ b> S. Is fitted into the circumferential groove 205, and the cylindrical tip portion 201S is fitted into the joint recess 213. At the same time, the engagement protrusion 226 is fitted and engaged in the mortise 227.
With the above configuration, for example, a joining line formed on the outer peripheral surface as compared with a configuration in which a fitting convex portion and a fitting concave portion are formed on the outer peripheral surface of the cylindrical portion 201 and the shaft portion 202 to prevent rotation. Therefore, intrusion of water can be easily prevented, and the axis X around the upper tube body 20A1 and the lower tube body 20A2 can be obtained only by fitting operation by the close movement of the upper tube body 20A1 and the lower tube body 20A2. Relative rotation in can be prevented.
As shown in FIG. 43, the engaging protrusion 226 is formed integrally with the ridge 211 as in the above embodiment, and the engaging protrusion 226 formed separately is attached with a bolt 228 or the like as shown in FIG. There may be.
In this case, when the engaging protrusion 226 is engaged and engaged with the mortise 227, even if the engaging protrusion 226 is broken and cannot be used due to the contact, the engaging protrusion 226 at that position is replaced with a new one. Can be replaced.
In addition, about the other structure and the point of construction, since it is the same as that of the previous steel pipe pile, the description is abbreviate | omitted.

次に、図44に示す第七の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、筒部201には、筒部先端部201Sに突条211を周設し、筒部内周面部204における筒部基端側に形成の段部201Dには周溝205を設けるとともに、筒部基端側の内周面の周方向に間隔をおいて、筒部先端側に向けて開口する複数の取付凹部229を形成し、取付凹部229に、筒部基端側に形成の段部201Dから、対向する接続部Bの軸部202側に向けて係合板材230(嵌合キー部材Hの一例)を突出するように取付けてある。
軸部202には、外径が上管体20A1の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成されるとともに、基軸部208の上部には、筒部201の筒部先端部201Sの突条211と接合する接合凹部213が周設され、軸部202における筒部201に対向する端面部202Tの周方向に間隔をおいて筒部201に取付けた係合板材230に対向する位置に、係合板材230が嵌入係合する形状の切欠凹部231(凹部Eの一例)を形成してある。
そして、筒部201に軸部202を嵌合する際に、係合板材230に対向する位置に切欠凹部231を位置させながら嵌合操作を行うと、軸部先端部202Sに設けた突条211が周溝205に嵌合するとともに、筒部先端部201Sに設けた突条211が接合凹部213に嵌合し、同時に切欠凹部231内に係合板材230が嵌入係合される。
上記構成だと、別体に形成した係合板材230を取付けるだけで嵌合キー部材Hを形成することができるから、例えば、削り出し作業で嵌合キー部材Hを形成するものに比して、筒部201内に嵌合キー部材Hを形成する形成作業が容易となるとともに、上管体20A1及び下管体20A2どうしの近接移動による嵌合操作だけで、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができる。
なお、その他の構造及び施工の要領については、先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, the seventh aspect shown in FIG. 44 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the detent mechanism M, and the cylindrical portion 201 is provided with a protrusion 211 around the cylindrical portion distal end portion 201S, and an inner peripheral portion of the cylindrical portion. A step groove 201D formed on the base end side of the cylindrical portion in the surface portion 204 is provided with a circumferential groove 205, and is opened toward the tip end side of the cylindrical portion at intervals in the circumferential direction of the inner peripheral surface on the base end side of the cylindrical portion. A plurality of mounting recesses 229 are formed, and an engagement plate member 230 (fitting key member H) is formed in the mounting recess 229 from the stepped portion 201D formed on the base end side of the cylinder portion toward the shaft portion 202 side of the connecting portion B facing the mounting recess 229. 1 example) is protruded.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that engages with the inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the upper tubular body 20A1. The joint recess 213 that joins the protrusion 211 of the tube portion tip portion 201S of the tube portion 201 is provided around the upper portion of the base shaft portion 208 and the tube portion 201 in the shaft portion 202 is formed. A notch recess 231 (an example of the recess E) in which the engagement plate member 230 is fitted and engaged at a position facing the engagement plate member 230 attached to the cylindrical portion 201 with an interval in the circumferential direction of the end surface portion 202T that faces the end surface portion 202T. Is formed.
When the shaft portion 202 is fitted to the cylindrical portion 201, when the fitting operation is performed while the notch recess 231 is positioned at a position facing the engagement plate member 230, the protrusion 211 provided on the shaft portion distal end portion 202S. Is fitted into the circumferential groove 205, and the protrusion 211 provided on the cylinder tip 201 S is fitted into the joint recess 213, and at the same time, the engagement plate member 230 is fitted and engaged in the notch recess 231.
With the above configuration, the fitting key member H can be formed simply by attaching the engaging plate member 230 formed separately, so that, for example, as compared with the case where the fitting key member H is formed by a shaving operation. The forming operation for forming the fitting key member H in the cylindrical portion 201 is facilitated, and the upper tubular body 20A1 and the lower tubular body can be formed only by the fitting operation by the close movement of the upper tubular body 20A1 and the lower tubular body 20A2. Relative rotation around the axis X of 20A2 can be prevented.
In addition, about the other structure and the point of construction, since it is the same as that of the previous steel pipe pile, the description is abbreviate | omitted.

次に、図45に示す第八の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、筒部201には、筒部内周面部204における筒部基端側に形成の段部201Dに周溝205を設け、筒部内周面部204の内径と筒部外周面部201Gの外径との間の内径を有した多角形状の内周面により形成される嵌合段部204c(凹部Eの一例)を、対向する接続部Bの軸部202側に開口するように筒部先端部201Sの内周部に形成するとともに、嵌合段部204cの軸部202側に対向する端面部201Tに突条211を周設してある。
軸部202には、外径が上管体20A1の外径と同径とした基軸部208と、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209と嵌合軸部202J(嵌合キー部材Hの一例)とが形成されている。前記嵌合軸部202Jは、基軸部208の上部に、筒部201の筒部先端部201Sの内周部に形成した嵌合段部204cに嵌合係止する外周形状を有した形状に形成されている。
そして、筒部201に軸部202を嵌合する嵌合操作を行うと、筒部基端側に形成の周溝205に軸部先端部202Sに形成の突条211が嵌合するとともに、軸部202の筒部201側に対向する端面部202Tの接合凹部213に筒部端面部201Tの突条211が嵌合し、同時に嵌合段部204c内に嵌合軸部202Jが嵌入係合される。
上記構成だと、上管体20A1及び下管体20A2どうしの近接移動による嵌合操作だけで、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができる。
また、嵌合段部204cの内周面の形状及び嵌合軸部202Jの外周面の形状を、点対称の多角形状にしておけば、嵌合段部204cに対する嵌合軸部202Jの対向位置がズレていて嵌合しなかったとしても、嵌合段部204cに嵌合軸部202Jを接当させたままいずれかの管体を回転操作することにより両者を嵌合接続することができる。
さらに、嵌合段部204cの内周面の形状及び嵌合軸部202Jの外周面の形状を、非対称の多角形状にしておけば、決まった位置でしか嵌合しないため、上管体20A1及び下管体20A2どうしの向きを合わせたい場合等に好都合となる。
なお、その他の構造及び施工の要領については、先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, an eighth aspect shown in FIG. 45 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the anti-rotation mechanism M. The cylindrical portion 201 includes a step portion 201D formed on the cylindrical base end side of the cylindrical inner peripheral surface portion 204. Is provided with a circumferential groove 205, and a fitting step 204c (of the recess E) formed by a polygonal inner peripheral surface having an inner diameter between the inner diameter of the cylindrical inner peripheral surface portion 204 and the outer diameter of the cylindrical outer peripheral surface portion 201G. An example) is formed on the inner peripheral portion of the cylindrical tip end portion 201S so as to open to the shaft portion 202 side of the opposing connection portion B, and on the end surface portion 201T facing the shaft portion 202 side of the fitting step portion 204c. A ridge 211 is provided around.
The shaft portion 202 is formed with a base shaft portion 208 whose outer diameter is the same as the outer diameter of the upper tubular body 20A1, and a vertical shaft portion outer peripheral surface portion 210 whose outer periphery engages with the cylindrical portion inner peripheral surface portion 204 of the cylindrical portion 201. A fitting insertion portion 209 and a fitting shaft portion 202J (an example of the fitting key member H) are formed. The fitting shaft portion 202J is formed on the upper portion of the base shaft portion 208 in a shape having an outer peripheral shape that fits and engages with a fitting step portion 204c formed on the inner peripheral portion of the cylindrical portion tip portion 201S of the cylindrical portion 201. Has been.
Then, when a fitting operation for fitting the shaft portion 202 to the tube portion 201 is performed, the protrusion 211 formed on the shaft portion distal end portion 202S is fitted to the circumferential groove 205 formed on the proximal end side of the tube portion, and the shaft The protrusion 211 of the cylinder end surface portion 201T is fitted into the joint recess 213 of the end surface portion 202T facing the cylinder portion 201 side of the portion 202, and at the same time, the fitting shaft portion 202J is fitted and engaged in the fitting step portion 204c. The
With the above configuration, the relative rotation around the axis X between the upper tube body 20A1 and the lower tube body 20A2 can be prevented only by the fitting operation by the close movement of the upper tube body 20A1 and the lower tube body 20A2.
In addition, if the shape of the inner peripheral surface of the fitting step portion 204c and the shape of the outer peripheral surface of the fitting shaft portion 202J are made point-symmetric polygonal, the position of the fitting shaft portion 202J facing the fitting step portion 204c Even if they are misaligned and cannot be fitted, they can be fitted and connected by rotating one of the tubes while the fitting shaft portion 202J is in contact with the fitting step portion 204c.
Furthermore, if the shape of the inner peripheral surface of the fitting step portion 204c and the shape of the outer peripheral surface of the fitting shaft portion 202J are asymmetrical polygonal shapes, they can be fitted only at a fixed position, so the upper tubular body 20A1 and This is convenient when the orientations of the lower tubular bodies 20A2 are to be matched.
In addition, about the other structure and the point of construction, since it is the same as that of the previous steel pipe pile, the description is abbreviate | omitted.

次に、図46に示す第九の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、筒部内周面部204における筒部基端側に形成の段部201Dには周溝205が設けられるとともに、筒部先端部201Sは、筒部基端側の外周径よりも小さくなる外周径の段部形状に形成され、筒部先端部201Sの周方向における複数箇所にボルト挿通孔232(凹部Eの一例)が設けられている。
軸部202には、外径が上管体20A1の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成されるとともに、軸部先端部202Sには筒部201の周溝205と嵌合する突条211が設けられている。また、基軸部208の上部には、筒部201の筒部先端部201Sと接合する接合凹部213が周設されているとともに、基軸部208の外周面から接合凹部213を挟んで軸部内周面に至るボルト挿通孔233の複数が、筒部先端部201Sに設けたボルト挿通孔232に対応する位置に形成されている。
そして、筒部201に軸部202を嵌合する際に、筒部先端部201Sに設けたボルト挿通孔232を、基軸部208に形成のボルト挿通孔233(凹部Eの一例)のボルト挿通軸心に合わせた嵌合操作を行い、ボルト234(嵌合キー部材の一例)を挿通孔232から挿通孔233を介して軸部内周面に向けて螺合させると、軸部先端部202Sに設けた突条211が周溝205に嵌合するとともに、筒部先端部201Sが接合凹部213に嵌合した状態で筒部201と軸部202とを嵌合接続することができる。
上記構成だと、ボルト234により、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止することができるとともに、上管体20A1及び下管体20A2どうしの抜け止めを防止する働きをも併せ持つことになる。
なお、その他の構造及び施工の要領については先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, the ninth mode shown in FIG. 46 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the detent mechanism M, and the circumferential groove 205 is formed in the stepped portion 201D formed on the base end side of the cylindrical portion in the cylindrical inner peripheral surface portion 204. The cylindrical tip end portion 201S is formed in a stepped shape having an outer peripheral diameter smaller than the outer peripheral diameter on the base end side of the cylindrical portion, and is provided with bolt insertion holes 232 (in a plurality of locations in the circumferential direction of the cylindrical tip end portion 201S. An example of the recess E) is provided.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that engages with the inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the upper tubular body 20A1. In addition to being formed by the fitting insertion portion 209, the shaft tip end portion 202S is provided with a protrusion 211 that fits with the circumferential groove 205 of the cylindrical portion 201. In addition, a joint recess 213 that joins the tube tip 201S of the tube portion 201 is provided around the base shaft portion 208, and an inner peripheral surface of the shaft portion sandwiching the joint recess 213 from the outer periphery of the base shaft 208. A plurality of bolt insertion holes 233 extending to the center are formed at positions corresponding to the bolt insertion holes 232 provided in the cylindrical portion distal end portion 201S.
Then, when the shaft portion 202 is fitted to the tube portion 201, the bolt insertion shaft 232 (an example of the recess E) formed in the base shaft portion 208 is replaced with a bolt insertion hole 232 provided in the tube portion distal end portion 201S. When a fitting operation is performed in accordance with the center and a bolt 234 (an example of a fitting key member) is screwed from the insertion hole 232 toward the inner peripheral surface of the shaft part through the insertion hole 233, the bolt 234 is provided on the shaft end part 202S. In addition, the cylindrical portion 201 and the shaft portion 202 can be fitted and connected in a state where the protruding portion 211 is fitted in the circumferential groove 205 and the cylindrical tip portion 201S is fitted in the joint recess 213.
With the above configuration, the bolt 234 can prevent relative rotation of the upper tube body 20A1 and the lower tube body 20A2 around the axis X, and prevents the upper tube body 20A1 and the lower tube body 20A2 from coming off. It also has a function to do.
In addition, since it is the same as that of the previous steel pipe pile about the other structure and the point of construction, the description is abbreviate | omitted.

次に、図47に示す第十の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、回り止め機構Mの形状を異にしたもので、筒部201の筒部内周面部204に、内向き溝部206に直交する軸心X方向に延びる複数の筒部キー溝235を設けるとともに、軸部202の軸部外周面部202Gに、外向き溝部212に直交する軸心X方向に延びる複数の軸部キー溝236を筒部キー溝235に対向する位置に設け、キー溝235,236の一方にキープレート238を内嵌し、必要に応じてボルト237で止着する。このとき、接続部Bの径方向におけるキープレート238の厚みは、内嵌させたキー溝から対向するキー溝の深さ分だけ径方向に突出するように形成してある。
そして、筒部201に軸部202を嵌合する際に、キー溝235又は236に内嵌しているキープレート238に対向する位置に他方のキー溝235又は236を位置させながら嵌合操作を行うと、キープレート238が両キー溝235,236に跨る状態に挿入係合される。
上記構成だと、上管体20A1及び下管体20A2どうしの近接移動による嵌合操作だけで、上管体20A1及び下管体20A2どうしの軸心X方向における相対回転を防止することができる。
なおその他の構造及び施工の要領については、先の鋼管杭におけるものと同様であるから、その説明は省略する。
Next, a tenth aspect shown in FIG. 47 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shape of the detent mechanism M, and the cylindrical inner peripheral surface portion 204 of the cylindrical portion 201 is arranged in the axial center X direction orthogonal to the inward groove portion 206. A plurality of cylindrical key grooves 235 extending are provided, and a plurality of axial key grooves 236 extending in the axial center X direction orthogonal to the outward groove 212 are formed in the cylindrical key grooves 235 on the shaft outer peripheral surface 202G of the shaft 202. The key plate 238 is fitted in one of the key grooves 235 and 236 and is fixed with bolts 237 as necessary. At this time, the thickness of the key plate 238 in the radial direction of the connection portion B is formed so as to protrude in the radial direction by the depth of the opposing key groove from the internally fitted key groove.
Then, when the shaft portion 202 is fitted to the cylinder portion 201, the fitting operation is performed while the other key groove 235 or 236 is positioned at a position facing the key plate 238 fitted inside the key groove 235 or 236. As a result, the key plate 238 is inserted and engaged so as to straddle both the key grooves 235 and 236.
With the above configuration, the relative rotation in the axis X direction between the upper tube body 20A1 and the lower tube body 20A2 can be prevented only by the fitting operation by the close movement of the upper tube body 20A1 and the lower tube body 20A2.
In addition, about the other structure and the point of construction, since it is the same as that of the previous steel pipe pile, the description is abbreviate | omitted.

次に、図48に示す第十一の態様について説明する。この態様による鋼管杭は、先の鋼管杭に対し、抜け止め機構Sと回り止め機構Mの形状を異にしたもので、筒部201は、外径が上管体20A1の外径と同径とした筒状をなしており、その内周は軸部202が嵌合する垂直な筒部内周面部204に形成されているとともに、軸部外周面部1Gに貫通するボルト挿通孔240(凹部Eの一例)がその周方向に複数形成されている。また、筒部先端部201Sには、突条211が周設されている。
軸部202は、外径が下管体20A2の外径と同径とした基軸部208に続き、外周が筒部201の筒部内周面部204と係接する垂直の軸部外周面部210に形成した嵌挿部209により形成され、嵌挿部209には、嵌挿部209を筒部内周面部204内に嵌合させたときに、筒部201に形成したボルト挿通孔240に対向する位置にボルト挿通孔241(凹部Eの一例)が形成されている。また、軸部先端部202Sには筒部201の周溝205に嵌合する突条211が設けられているとともに、基軸部208の上部には、筒部201の筒部先端部201Sに形成の突条211と接合する接合凹部213が周接されている。
そして、筒部201に軸部202を嵌合する際に、筒部201に設けたボルト挿通孔240を、嵌挿部209に形成のボルト挿通孔241のボルト挿通軸心に合わせた嵌合操作を行い、ボルト242(嵌合キー部材Hの一例)を両挿通孔240、241に跨る状態に螺合接続させると、軸部先端部202Sに設けた突条211が周溝205に嵌合するとともに、筒部先端部201Sに形成の突条211が接合凹部213に嵌合した状態で筒部201と軸部202とを嵌合接続することができる。
上記構成だと、ボルト242の締め付け操作により、上管体20A1及び下管体20A2どうしの軸心X周りにおける相対回転を防止(回り止め機構Mの一例)することができるとともに、隣り合う管体どうしを互いに抜け止め状態に接続(抜け止め機構Sの一例)することができる。
Next, the eleventh aspect shown in FIG. 48 will be described. The steel pipe pile according to this aspect is different from the previous steel pipe pile in the shapes of the retaining mechanism S and the rotation preventing mechanism M, and the cylindrical portion 201 has the same outer diameter as the outer diameter of the upper tubular body 20A1. The inner periphery is formed in a vertical cylindrical inner peripheral surface portion 204 in which the shaft portion 202 is fitted, and the bolt insertion hole 240 (the recess E of the concave portion E) penetrates the shaft outer peripheral surface portion 1G. A plurality of examples) are formed in the circumferential direction. Further, a ridge 211 is provided around the cylindrical tip end portion 201S.
The shaft portion 202 is formed on the outer peripheral surface portion 210 of the vertical shaft portion that is connected to the cylindrical inner peripheral surface portion 204 of the cylindrical portion 201 following the base shaft portion 208 whose outer diameter is the same as the outer diameter of the lower tube body 20A2. A bolt is formed at the position facing the bolt insertion hole 240 formed in the tube portion 201 when the fit insertion portion 209 is fitted into the inner peripheral surface portion 204 of the tube portion. An insertion hole 241 (an example of the recess E) is formed. Further, the shaft tip 202S is provided with a protrusion 211 that fits in the circumferential groove 205 of the tube 201, and is formed on the tube tip 201S of the tube 201 at the upper part of the base shaft 208. A joint recess 213 that joins the ridge 211 is circumferentially contacted.
Then, when fitting the shaft portion 202 to the tube portion 201, a fitting operation in which the bolt insertion hole 240 provided in the tube portion 201 is aligned with the bolt insertion axis of the bolt insertion hole 241 formed in the fitting insertion portion 209. When the bolt 242 (an example of the fitting key member H) is screwed and connected so as to straddle both the insertion holes 240 and 241, the protrusion 211 provided on the shaft tip 202 S is fitted into the circumferential groove 205. At the same time, the cylindrical portion 201 and the shaft portion 202 can be fitted and connected in a state in which the protrusion 211 formed on the cylindrical portion distal end portion 201S is fitted in the joint recess 213.
With the above configuration, the bolts 242 can be tightened to prevent relative rotation about the axis X between the upper tube body 20A1 and the lower tube body 20A2 (an example of the rotation prevention mechanism M), and adjacent tubes. The two can be connected to each other in a retaining state (an example of the retaining mechanism S).

以下に第三実施形態のさらに他の態様を説明する。
〈1〉管体抜け止め機構、及び、回り止め機構は、上記構成のように別々に設けるものに限るものではなく、例えば、筒部に軸部を嵌合させたあとに、ボルト又はピン等(管体抜け止め機構と回り止め機構とが同一部材で形成されているものの一例)で筒部と軸部とをともに接合する構成のものであってもよい。これだと、筒部及び軸部に複雑な機構を設けることなく、挿通孔を形成してボルト又はピン等を挿通させるだけの簡単な構成で隣り合う管体どうしを互いに抜け止め状態に接続することができるとともに、管体どうしの相対回転を防止することができる。
〈2〉管体抜け止め機構に用いるキー部材は、先の実施形態で説明した円弧キーに限るものではなく、例えば、C形状の弾性リングキーを、内向き溝部もしくは外向き溝部内に収容しておき、筒部と軸部との嵌合操作に伴って、内向き溝部と外向き溝部内に跨る状態に嵌入する構成であってもよい。
これだと、筒部に対する軸部の嵌合操作だけで隣り合う管体どうしを互いに抜け止め状態に接続することができる。
〈3〉上記実施形態で上管体20A1及び下管体20A2について説明したが、本発明の適用は上管体20A1及び下管体20A2に限るものではなく、例えば、鋼管矢板等の鋼管を用いたものの他、コンクリート管体、合成管体等のように他の材質を用いて形成された管体においても、本件の構成のように形成した管体接続部を設けることが可能であるならば適用可能となる。
Hereinafter, still another aspect of the third embodiment will be described.
<1> The tubular body retaining mechanism and the rotation preventing mechanism are not limited to those provided separately as in the above-described configuration. For example, after fitting the shaft portion to the cylindrical portion, a bolt or a pin or the like (One example in which the tubular body retaining mechanism and the rotation preventing mechanism are formed of the same member) may be configured to join the cylindrical portion and the shaft portion together. In this case, adjacent pipes are connected to each other in a retaining state with a simple configuration in which an insertion hole is formed and a bolt or a pin is inserted without providing a complicated mechanism in the cylindrical portion and the shaft portion. It is possible to prevent relative rotation between the tube bodies.
<2> The key member used in the tubular body retaining mechanism is not limited to the arc key described in the previous embodiment. For example, a C-shaped elastic ring key is accommodated in the inward groove portion or the outward groove portion. In addition, it may be configured to fit in a state straddling the inward groove portion and the outward groove portion in accordance with the fitting operation between the tube portion and the shaft portion.
In this case, it is possible to connect the adjacent tubular bodies to each other in a retaining state only by the fitting operation of the shaft portion with respect to the cylindrical portion.
<3> Although the upper tube body 20A1 and the lower tube body 20A2 have been described in the above embodiment, the application of the present invention is not limited to the upper tube body 20A1 and the lower tube body 20A2, and for example, a steel pipe such as a steel pipe sheet pile is used. As long as it is possible to provide a tube connection portion formed as in the present configuration even in a tube formed using other materials such as a concrete tube, a synthetic tube, etc. Applicable.

上述した実施形態は、いず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において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 changed and designed as appropriate within the range where the effects of the present invention are exhibited. is there.

1 鋼管杭
2 管体
10 内側継手
11 基部
12 内嵌部
13 外向き周溝(被係合部)
14 係合凹部
15 切欠部
16 ボルト穴
18 孔部
19 ピン
20 外側継手
21 単位部材
21A 標準単位部材
21B 閉鎖単位部材
22 開口部
23 内向きキー部(係合部)
24 係合凸部
33 ボルト
101 鋼管杭
102 管体
110 内側継手
111 基部
112 内嵌部
113 外向き周溝
114 係合凹部
120 外側継手
121 単位部材
121A 開口単位部材
121B 標準単位部材
121C 基準単位部材
121D 延長単位部材
122 開口部
123 内向き周溝
124 係合凸部
130 キー部材
131 分割キー部材
132 閉鎖部材
133 ボルト
201 筒部
202 軸部
204 筒部内周面部
206 内向き溝部
210 軸部外周面部
212 外向き溝部
20A1 管体
20A2 管体
B 接続部
X 軸心
S 抜け止め機構
M 回り止め機構
E 凹部
H 嵌合キー部材
DESCRIPTION OF SYMBOLS 1 Steel pipe pile 2 Tubing body 10 Inner joint 11 Base 12 Inner fitting part 13 Outward circumferential groove (engaged part)
14 engaging recess 15 notch 16 bolt hole 18 hole 19 pin 20 outer joint 21 unit member 21A standard unit member 21B closing unit member 22 opening 23 inward key part (engaging part)
24 engaging convex part 33 bolt 101 steel pipe pile 102 pipe body 110 inner joint 111 base 112 inner fitting part 113 outward circumferential groove 114 engaging concave part 120 outer joint 121 unit member 121A opening unit member 121B standard unit member 121C reference unit member 121D Extension unit member 122 Opening portion 123 Inward circumferential groove 124 Engaging convex portion 130 Key member 131 Split key member 132 Closing member 133 Bolt 201 Tube portion 202 Shaft portion 204 Tube portion inner circumferential surface portion 206 Inward groove portion 210 Shaft portion outer circumferential surface portion 212 Outside Orientation groove 20A1 Tubing body 20A2 Tubing body B Connection part X Shaft center S Retaining mechanism M Non-rotating mechanism E Recessed part H Fitting key member

Claims (16)

管体の両端部それぞれに、隣り合う管体どうしを接続する接続部を設け、管体の軸心方向で隣り合う管体の前記接続部どうしを接続自在に構成してある鋼管杭であって、
前記接続部はストレートシーム鋼管から形成され、
前記接続部は、隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とを備え、
前記ストレートシーム鋼管が有する接合部は、少なくとも前記抜け止め機構又は前記回り止め機構を構成する部分のうち、周方向における剛性がその他の部分よりも低い低剛性部ではない位置に配設されている鋼管杭。
A steel pipe pile in which connection portions for connecting adjacent tube bodies are provided at both ends of the tube body, and the connection portions of the tube bodies adjacent in the axial direction of the tube body are configured to be connectable. ,
The connecting portion is formed from a straight seam steel pipe,
The connecting portion includes a retaining mechanism that can freely connect adjacent tubular bodies to each other in a retaining state, and a rotation preventing mechanism that prevents relative rotation around the axis of the connected tubular bodies,
The joint part of the straight seam steel pipe is disposed at a position which is not a low-rigidity part whose rigidity in the circumferential direction is lower than that of other parts, at least in the parts constituting the retaining mechanism or the detent mechanism. Steel pipe pile.
前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、
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を備え、前記単位部材は、標準単位部材と閉鎖単位部材とを含んで構成され、
前記標準単位部材は、前記第一内側継手側の端部と前記第二内側継手側の端部とに係合凸部を備え、
前記第一内側継手及び前記第二内側継手には、前記係合凸部と係合して前記標準単位部材の外方への脱落を防止する係合凹部が備えられ、
前記係合凹部を構成する壁面の少なくとも一部には、前記標準単位部材の前記係合凸部を前記係合凹部に対応する位置まで挿通可能な切欠部が備えられ、
前記閉鎖単位部材は、前記係合凸部を備えておらず、前記切欠部内に配置したときに前記切欠部の周囲の外周面と面一となる形状に構成され、
少なくとも前記第一内側継手又は前記第二内側継手は、前記閉鎖単位部材を固定する固定機構を備えており、
前記抜け止め機構は、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と、前記外側継手の内周のいずれか一方に備えられた係合部と、他方に備えられた、前記係合部が係合する被係合部とを含んで構成され、
前記回り止め機構は、前記閉鎖単位部材と前記切欠部とを含んで構成され、
前記接合部は、前記第一内側継手及び前記第二内側継手のうち前記切欠部とは重ならない位置に配設されている請求項1に記載の鋼管杭。
The connection portion includes a first inner joint provided at one end of the pipe body, a second inner joint provided at the other end, and the first pipe provided in one of the adjacent pipe bodies. In a state in which the inner joint and the second inner joint provided on the other pipe body are adjacent to each other, the outer joint provided around the first inner joint and the second inner joint,
The outer joint includes a plurality of unit members arranged around the first inner joint and the second inner joint, and the unit member includes a standard unit member and a closing unit member.
The standard unit member includes an engagement convex portion at an end portion on the first inner joint side and an end portion on the second inner joint side,
The first inner joint and the second inner joint are provided with an engagement concave portion that engages with the engagement convex portion to prevent the standard unit member from falling off,
At least a part of the wall surface constituting the engagement recess is provided with a notch that allows the engagement protrusion of the standard unit member to be inserted to a position corresponding to the engagement recess.
The closing unit member is not provided with the engaging convex portion, and is configured in a shape that is flush with the outer peripheral surface around the notched portion when arranged in the notched portion,
At least the first inner joint or the second inner joint includes a fixing mechanism for fixing the closing unit member,
The retaining mechanism includes an engagement portion provided on one of the outer circumferences of the first inner joint and the second inner joint, and an inner circumference of the outer joint, and the engagement provided on the other. And an engaged portion with which the mating portion engages,
The detent mechanism is configured to include the closing unit member and the notch,
2. The steel pipe pile according to claim 1, wherein the joint portion is disposed at a position that does not overlap the notch portion of the first inner joint and the second inner joint.
前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、
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を備え、前記単位部材は、標準単位部材と閉鎖単位部材とを含んで構成され、
前記標準単位部材は、前記第一内側継手側の端部と前記第二内側継手側の端部とに係合凸部を備え、
前記第一内側継手及び前記第二内側継手には、前記係合凸部と係合して前記標準単位部材の外方への脱落を防止する係合凹部が備えられ、
前記係合凹部を構成する壁面の少なくとも一部には、前記標準単位部材の前記係合凸部を前記係合凹部に対応する位置まで挿通可能な切欠部が備えられ、
前記閉鎖単位部材は、前記係合凸部を備えておらず、前記切欠部内に配置したときに前記切欠部の周囲の外周面と面一となる形状に構成され、
少なくとも前記第一内側継手又は前記第二内側継手は、前記閉鎖単位部材を固定する固定機構を備えており、
前記抜け止め機構は、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と、前記外側継手の内周のいずれか一方に備えられた係合部と、他方に備えられた、前記係合部が係合する被係合部とを含んで構成され、
前記回り止め機構は、前記閉鎖単位部材と前記切欠部とを含んで構成され、
前記接合部は、前記外側継手のうち前記標準単位部材に配設されている請求項1に記載の鋼管杭。
The connection portion includes a first inner joint provided at one end of the pipe body, a second inner joint provided at the other end, and the first pipe provided in one of the adjacent pipe bodies. In a state in which the inner joint and the second inner joint provided on the other pipe body are adjacent to each other, the outer joint provided around the first inner joint and the second inner joint,
The outer joint includes a plurality of unit members arranged around the first inner joint and the second inner joint, and the unit member includes a standard unit member and a closing unit member.
The standard unit member includes an engagement convex portion at an end portion on the first inner joint side and an end portion on the second inner joint side,
The first inner joint and the second inner joint are provided with an engagement concave portion that engages with the engagement convex portion to prevent the standard unit member from falling off,
At least a part of the wall surface constituting the engagement recess is provided with a notch that allows the engagement protrusion of the standard unit member to be inserted to a position corresponding to the engagement recess.
The closing unit member is not provided with the engaging convex portion, and is configured in a shape that is flush with the outer peripheral surface around the notched portion when arranged in the notched portion,
At least the first inner joint or the second inner joint includes a fixing mechanism for fixing the closing unit member,
The retaining mechanism includes an engagement portion provided on one of the outer circumferences of the first inner joint and the second inner joint, and an inner circumference of the outer joint, and the engagement provided on the other. And an engaged portion with which the mating portion engages,
The detent mechanism is configured to include the closing unit member and the notch,
The steel pipe pile according to claim 1, wherein the joint portion is disposed on the standard unit member of the outer joint.
前記切欠部は、前記第一内側継手に備えられた第一切欠部と前記第二内側継手に備えられた第二切欠部とから構成され、
前記第一内側継手と前記第二内側継手には、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させたときに互いに嵌合して、前記第一切欠部と前記第二切欠部とを前記鋼管の長手方向に沿って対向する位置に位置決めする位置決め機構が備えられている請求項2又は3に記載の鋼管杭。
The notch is composed of a first notch provided in the first inner joint and a second notch provided in the second inner joint,
The first inner joint and the second inner joint are fitted to each other when the first inner joint provided on one pipe and the second inner joint provided on the other pipe are adjacent to each other. The steel pipe pile according to claim 2 or 3, further comprising a positioning mechanism for positioning the first notch and the second notch at positions facing each other along a longitudinal direction of the steel pipe.
前記位置決め機構は、前記第一内側継手及び前記第二内側継手のそれぞれの対向面に備えられた孔部と、前記孔部に挿通される位置決めピンとから構成されている請求項4に記載の鋼管杭。   5. The steel pipe according to claim 4, wherein the positioning mechanism includes a hole provided on each of the opposing surfaces of the first inner joint and the second inner joint, and a positioning pin inserted through the hole. Pile. 前記被係合部は、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外向き周溝であり、
前記係合部は、前記外側継手の内周に備えられた、前記外向き周溝に係合する内向きキー部である請求項2から5のいずれか一項に記載の鋼管杭。
The engaged portion is an outward circumferential groove provided on the outer periphery of each of the first inner joint and the second inner joint;
The steel pipe pile according to any one of claims 2 to 5, wherein the engagement portion is an inward key portion that is provided on an inner periphery of the outer joint and engages with the outward circumferential groove.
前記係合部は、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外向きキー部であり、
前記被係合部は、前記外側継手の内周に備えられた、前記外向キー部が係合する内向き周溝である請求項2から5のいずれか一項に記載の鋼管杭。
The engaging part is an outward key part provided on the outer periphery of each of the first inner joint and the second inner joint,
The steel pipe pile according to any one of claims 2 to 5, wherein the engaged portion is an inward circumferential groove provided on an inner periphery of the outer joint and engaged with the outward key portion.
前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、
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、
前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、
前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ
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、
前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、
前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、
前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、
前記接合部は、前記外側継手のうち前記開口部とは重ならない位置に配設されている請求項1に記載の鋼管杭。
The connection portion includes a first inner joint provided at one end of the pipe body, a second inner joint provided at the other end, and the first pipe provided in one of the adjacent pipe bodies. In a state in which the inner joint and the second inner joint provided on the other pipe body are adjacent to each other, the outer joint provided around the first inner joint and the second inner joint,
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,
A key member that engages with a key groove formed by the outward circumferential groove and the inward circumferential groove is provided,
The outer joint is provided with an opening through which the key member can be inserted into the key groove. The key member has a plurality of split key members constituting a part of a ring and the function of the split key member. And a closing member having a function of closing the opening,
A fixing mechanism for fixing the closing member to the first inner joint or the second inner joint after the insertion through the opening;
The retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key member.
The anti-rotation mechanism includes the closing member, the opening, and the fixing mechanism.
The steel pipe pile according to claim 1, wherein the joint portion is disposed at a position in the outer joint that does not overlap the opening.
前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、
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、
前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、
前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ、
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、
前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、
前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、
前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、
前記接合部は、前記内側継手における前記閉鎖部材を固定する位置とは重ならない位置に配設されている請求項1に記載の鋼管杭。
The connection portion includes a first inner joint provided at one end of the pipe body, a second inner joint provided at the other end, and the first pipe provided in one of the adjacent pipe bodies. In a state in which the inner joint and the second inner joint provided on the other pipe body are adjacent to each other, the outer joint provided around the first inner joint and the second inner joint,
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,
A key member that engages with a key groove formed by the outward circumferential groove and the inward circumferential groove is provided,
The outer joint is provided with an opening through which the key member can be inserted into the key groove,
The key member includes a plurality of split key members constituting a part of an annular ring, and a closing member having a function of the split key member and a function of closing the opening,
A fixing mechanism for fixing the closing member to the first inner joint or the second inner joint after the insertion through the opening;
The retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key member.
The anti-rotation mechanism includes the closing member, the opening, and the fixing mechanism.
The steel pipe pile according to claim 1, wherein the joint portion is disposed at a position that does not overlap with a position at which the closing member is fixed in the inner joint.
前記接続部は、前記管体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、隣り合う管体のうち、一方の管体に設けられた前記第一内側継手と他方の管体に設けられた前記第二内側継手とを隣接させた状態において、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外側継手とを備え、
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、
前記外向き周溝と前記内向き周溝とから構成されるキー溝に係合するキー部材が備えられ、
前記外側継手には、前記キー溝に前記キー部材を挿通可能な開口部が備えられ、
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、
前記閉鎖部材を、前記開口部に挿通したあとに、前記第一内側継手又は前記第二内側継手に対して固定する固定機構を備え、
前記抜け止め機構は、前記外向き周溝と前記内向き周溝と前記キー部材とを含んで構成され、
前記回り止め機構は、前記閉鎖部材と前記開口部と前記固定機構とを含んで構成され、
前記接合部は、回転抑止キー溝を構成する前記内側継手に形成された座ぐり部及び前記外側継手に形成された座ぐり部とは重ならない位置に配設されている請求項1に記載の鋼管杭。
The connection portion includes a first inner joint provided at one end of the pipe body, a second inner joint provided at the other end, and the first pipe provided in one of the adjacent pipe bodies. In a state in which the inner joint and the second inner joint provided on the other pipe body are adjacent to each other, the outer joint provided around the first inner joint and the second inner joint,
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,
A key member that engages with a key groove formed by the outward circumferential groove and the inward circumferential groove is provided,
The outer joint is provided with an opening through which the key member can be inserted into the key groove,
The key member includes a plurality of split key members constituting a part of an annular ring, and a closing member having a function of the split key member and a function of closing the opening,
A fixing mechanism for fixing the closing member to the first inner joint or the second inner joint after the insertion through the opening;
The retaining mechanism includes the outward circumferential groove, the inward circumferential groove, and the key member.
The anti-rotation mechanism includes the closing member, the opening, and the fixing mechanism.
The said joint part is arrange | positioned in the position which does not overlap the counterbore part formed in the said inner joint and the counterbore part formed in the said outer joint which comprise a rotation suppression keyway. Steel pipe pile.
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から構成されている請求項8から10のいずれか一項に記載の鋼管杭。   The steel pipe pile according to any one of claims 8 to 10, 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請求項11に記載の鋼管杭。   The steel pipe pile according to claim 11, 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延長単位部材とを含んでいる請求項11又は12に記載の鋼管杭。
The plurality of unit members are
In a state where the first inner joint and the second inner joint are brought into contact with each other, a reference unit member provided around the first inner joint and the second inner joint;
The extension unit member which is provided in a state where the first inner joint and the second inner joint are separated from each other, and extends around the first inner joint and the second inner joint. The steel pipe pile according to 12.
前記第一内側継手及び前記第二内側継手は、それぞれ、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請求項13に記載の鋼管杭。
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 steel pipe pile according to claim 13.
前記接続部は、前記管体の両端部に設けた前記両接続部の一方を筒部に形成するとともに、他方を前記筒部に内嵌可能な軸部に形成して、隣り合う管体どうしが嵌合可能に形成され、
前記筒部の筒部内周面部に、内向き溝部を形成するとともに、前記軸部の軸部外周面部に外向き溝部を、その軸部外周面部に嵌合した前記筒部内周面部の前記内向き溝部に対向するように形成し、
前記抜け止め機構は、互いに対向する前記内向き溝部と前記外向き溝部とに跨る状態に嵌め込んで、互いに嵌合した隣り合う管体の前記筒部と前記軸部とを抜け止め状態に接続するキー部材を設けて構成してあり、
前記回り止め機構は、前記筒部と前記軸部の内のいずれか一方ないしは両方に凹部を形成し、隣り合う管体の前記筒部と前記軸部とを互いに嵌合接続した状態で、前記凹部に嵌合し、接続した管体どうしの軸心周りにおける相対回転を防止する嵌合キー部材を設けて構成してあり、
前記接合部は、前記筒部及び前記軸部のうち前記凹部とは重ならない位置に配設されている請求項1に記載の鋼管杭。
The connecting portion is formed by forming one of the connecting portions provided at both ends of the tubular body in a cylindrical portion and the other in a shaft portion that can be fitted into the tubular portion, so that adjacent tubular bodies are connected to each other. Is formed to be matable,
An inward groove portion is formed in the cylindrical inner peripheral surface portion of the cylindrical portion, and an outward groove portion is formed in the outer peripheral surface portion of the shaft portion of the shaft portion. Formed to face the groove,
The retaining mechanism is fitted in a state straddling the inward groove portion and the outward groove portion facing each other, and connects the cylindrical portion and the shaft portion of adjacent tubular bodies fitted to each other in a retaining state. Provided with a key member
The anti-rotation mechanism forms a recess in one or both of the tube portion and the shaft portion, and in a state where the tube portion and the shaft portion of adjacent tubular bodies are fitted and connected to each other, A fitting key member that fits into the recess and prevents relative rotation around the axis of the connected pipes is provided.
2. The steel pipe pile according to claim 1, wherein the joint portion is disposed at a position that does not overlap the concave portion of the cylindrical portion and the shaft portion.
隣り合う管体どうしを互いに抜け止め状態に接続自在な抜け止め機構と、接続した管体どうしの軸心周りにおける相対回転を防止する回り止め機構とが同一部材で形成されている請求項15に記載の鋼管杭。   16. A retaining mechanism capable of freely connecting adjacent tubular bodies to each other in a retaining state and a detent mechanism for preventing relative rotation around the axis of the connected tubular bodies are formed of the same member. Steel pipe pile as described.
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046673A (en) * 2019-09-17 2021-03-25 Jfeスチール株式会社 Steel pipe pile joint, steel pipe pile, and construction method of steel pipe pile
CN113909812A (en) * 2021-10-09 2022-01-11 重庆红江机械有限责任公司 Machining method of slideway counter bore
KR102370547B1 (en) * 2021-03-23 2022-03-03 김준홍 Coupler having key block
JP7451813B1 (en) 2023-07-21 2024-03-18 日鉄エンジニアリング株式会社 offshore wind foundations
JP7496559B2 (en) 2022-07-11 2024-06-07 株式会社ユニテック Steel pipe member connection structure and steel pipe member connection method
JP7556548B2 (en) 2021-06-01 2024-09-26 プラン・ドゥ・ソイル株式会社 Joint Structure

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JP2576777Y2 (en) * 1993-04-13 1998-07-16 新日本製鐵株式会社 Connection equipment for steel pipe columns for structures
JP2001279665A (en) * 2000-03-29 2001-10-10 Nippon Steel Corp Joint structure of pipe
JP2012077537A (en) * 2010-10-04 2012-04-19 Sumikin Bussan Co Ltd Connection structure of steel pipe pile

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JP2576777Y2 (en) * 1993-04-13 1998-07-16 新日本製鐵株式会社 Connection equipment for steel pipe columns for structures
JP2001279665A (en) * 2000-03-29 2001-10-10 Nippon Steel Corp Joint structure of pipe
JP2012077537A (en) * 2010-10-04 2012-04-19 Sumikin Bussan Co Ltd Connection structure of steel pipe pile

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021046673A (en) * 2019-09-17 2021-03-25 Jfeスチール株式会社 Steel pipe pile joint, steel pipe pile, and construction method of steel pipe pile
JP7207245B2 (en) 2019-09-17 2023-01-18 Jfeスチール株式会社 Steel pipe pile joint, steel pipe pile and construction method of steel pipe pile
KR102370547B1 (en) * 2021-03-23 2022-03-03 김준홍 Coupler having key block
JP7556548B2 (en) 2021-06-01 2024-09-26 プラン・ドゥ・ソイル株式会社 Joint Structure
CN113909812A (en) * 2021-10-09 2022-01-11 重庆红江机械有限责任公司 Machining method of slideway counter bore
JP7496559B2 (en) 2022-07-11 2024-06-07 株式会社ユニテック Steel pipe member connection structure and steel pipe member connection method
JP7451813B1 (en) 2023-07-21 2024-03-18 日鉄エンジニアリング株式会社 offshore wind foundations

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