JP2021017691A - Joint structure of cylindrical structural body and joint method - Google Patents

Joint structure of cylindrical structural body and joint method Download PDF

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JP2021017691A
JP2021017691A JP2019131966A JP2019131966A JP2021017691A JP 2021017691 A JP2021017691 A JP 2021017691A JP 2019131966 A JP2019131966 A JP 2019131966A JP 2019131966 A JP2019131966 A JP 2019131966A JP 2021017691 A JP2021017691 A JP 2021017691A
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tubular body
tubular
filler
intermediate member
new
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逸雄 川満
Itsuo Kawamitsu
逸雄 川満
博之 吉川
Hiroyuki Yoshikawa
博之 吉川
久雄 角掛
Hisao Tsunokake
久雄 角掛
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KOKUYO DENKO KK
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Abstract

To provide a joint structure easily realizing a rigid structure without damaging its appearance when jointing cylindrical bodies to each other.SOLUTION: A joint structure of cylindrical joint structural bodies jointing one end 1a of one cylindrical body 1 and one end 20a of the other cylindrical body 20 is provided with: an intermediate member 10 placed over an inner side of the cylindrical body 1 and an inner side of the cylindrical body 20; and filler M filled in a first gap A between inner surfaces of the cylindrical body 1 and the other cylindrical body 20 and an outer surface of the intermediate member 10.SELECTED DRAWING: Figure 1

Description

この発明は、支柱等の各種の筒状構造体の接合構造、及び、その接合方法に関するものである。 The present invention relates to a joining structure of various tubular structures such as columns and a joining method thereof.

従来の技術Conventional technology

一般に、街路や公園その他各種の施設には、上部に照明を備えた照明柱や、上部に標識を備えた標識柱、ガードレール等、各種ポールからなる筒状構造体(柱構造物)が設置される。これらの筒状構造体は金属製であり、その金属製の筒状の部材が、地盤に埋設されたコンクリート製等の基礎から立ち上がるように固定されている。 Generally, in streets, parks and other various facilities, tubular structures (pillar structures) consisting of various poles such as lighting pillars with lighting at the top, sign pillars with signs at the top, guard rails, etc. are installed. Ru. These tubular structures are made of metal, and the metal tubular members are fixed so as to stand up from a foundation such as concrete buried in the ground.

筒状構造体を長年使用していると、周辺環境の変化や新しい技術の実用化等によって、その設備の仕様や用途が変更される場合がある。例えば、筒状構造体が照明柱である場合に、その照明設備を水銀灯からLED方式に変更する場合等があげられる。このような仕様や用途の変更の場合、筒状構造体を建て替えなければならない事態も生じ得る。
また、筒状構造体の根元部の部材は、雨水の滞留や動物の排泄物等によって腐食しやすいので、部材が腐食すると筒状構造体を建て替えなければならない場合も生じ得る。さらに、標識柱や照明柱等のように、車両等の衝突による折れ曲がり等によって、筒状構造体を建て替えせざるを得ない場合も生じ得る。
When a tubular structure has been used for many years, the specifications and uses of the equipment may change due to changes in the surrounding environment and the practical application of new technologies. For example, when the tubular structure is a lighting column, the lighting equipment thereof may be changed from a mercury lamp to an LED system. In the case of such changes in specifications and uses, it may be necessary to rebuild the tubular structure.
Further, since the member at the base of the tubular structure is easily corroded by the retention of rainwater, animal excrement, etc., it may be necessary to rebuild the tubular structure when the member is corroded. Further, there may be a case where the tubular structure has to be rebuilt due to bending or the like due to a collision of a vehicle or the like, such as a sign pillar or a lighting pillar.

このような建て替えの場合、既設の基礎のコンクリートを破砕して、基礎に埋め込まれた既設の筒状構造体をすべて除去し、その後、新規にコンクリート基礎を打設して、新規の筒状構造体を立ち上げる工法が一般的である。しかし、このような基礎の破砕や、既設の筒状構造体の除去は、手間と時間のかかる作業であり、さらに、大量の廃棄物も発生する。また、このような建て替えの場合、基礎や基礎に埋め込まれた部材は健全である場合も多い。 In the case of such rebuilding, the concrete of the existing foundation is crushed to remove all the existing tubular structure embedded in the foundation, and then a new concrete foundation is placed to create a new tubular structure. The method of raising the body is common. However, crushing such a foundation and removing an existing tubular structure are laborious and time-consuming tasks, and also generate a large amount of waste. Moreover, in the case of such rebuilding, the foundation and the members embedded in the foundation are often sound.

そこで、例えば、特許文献1〜3には、既設の基礎や、既設の筒状構造体の一部を利用して、新規の筒状構造体を立ち上げる各種の工法が開示されている。また、建築物における支柱を筒状構造体で構成した例として、例えば、特許文献4に記載されたものがある。 Therefore, for example, Patent Documents 1 to 3 disclose various construction methods for starting up a new tubular structure by using an existing foundation or a part of the existing tubular structure. Further, as an example in which the columns in a building are composed of a tubular structure, for example, there is one described in Patent Document 4.

特開2018−178704号公報JP-A-2018-178704 特開2001−3602号公報Japanese Unexamined Patent Publication No. 2001-3602 特開2018−155080号公報JP-A-2018-155080 特開平9−13512号公報Japanese Unexamined Patent Publication No. 9-13512

しかし、特許文献1に記載された発明では、既設の筒状構造体の内側に新規の筒状構造体を挿し入れる手法であるため、新規の筒状構造体は、柱の径が従前よりも小さいものに限定されてしまうという問題がある。逆に、特許文献2に記載された発明では、新規の筒状構造体が、柱の径が従前よりも大きいものに限定されてしまうという問題がある。 However, in the invention described in Patent Document 1, since the method is to insert a new tubular structure inside the existing tubular structure, the diameter of the column of the new tubular structure is larger than that of the conventional one. There is a problem that it is limited to small ones. On the contrary, in the invention described in Patent Document 2, there is a problem that the new tubular structure is limited to those having a column diameter larger than that of the conventional one.

また、特許文献3に記載された発明においても、特許文献2と同様に、新規の筒状構造体の柱の径は、従前よりも大きいものとなっている。さらに、特許文献3の記載における新規の筒状構造体は、地盤上に立ち上がる鋼管分割体と、その上部にボルトで連結される新規の鋼管柱とからなる。鋼管分割体と鋼管柱とはフランジ接続されていることから、フランジの突出により美観を損なうという問題がある。さらに、鋼管分割体と鋼管柱との接続強度を高めるためには、フランジやボルトが大型化するという問題もある。また、特許文献4に記載された発明では、柱の全長を二重筒構造とするため、部材が大型化するとともに、部材同士の調心作業が煩雑であるという問題もある。 Further, in the invention described in Patent Document 3, as in Patent Document 2, the diameter of the pillar of the new tubular structure is larger than that of the prior art. Further, the new tubular structure described in Patent Document 3 includes a steel pipe split body that rises on the ground and a new steel pipe column that is connected to the upper portion by bolts. Since the steel pipe split body and the steel pipe column are connected by a flange, there is a problem that the protrusion of the flange impairs the aesthetic appearance. Further, in order to increase the connection strength between the steel pipe split body and the steel pipe column, there is also a problem that the flanges and bolts become large. Further, in the invention described in Patent Document 4, since the total length of the pillar is a double cylinder structure, there is a problem that the members become large and the alignment work between the members is complicated.

そこで、この発明の課題は、筒状体同士を接合する際に、美観を損なうことなく強固な構造を容易に実現することである。 Therefore, an object of the present invention is to easily realize a strong structure without spoiling the aesthetic appearance when joining the tubular bodies to each other.

上記の課題を解決するために、この発明は、一の筒状体の一端と別の筒状体の他端とを接合する筒状構造体の接合構造において、前記一の筒状体の内側と前記別の筒状体の内側とに跨って配置された中間部材と、前記一の筒状体の内面及び前記別の筒状体の内面と前記中間部材の外面との間に介在する第一の隙間に充填された充填材とを備える筒状構造体の接合構造を採用した。 In order to solve the above problems, the present invention has a joint structure of a tubular structure that joins one end of one tubular body and the other end of another tubular body, and the inside of the one tubular body. An intermediate member arranged straddling the inside of the other tubular body, an inner surface of the one tubular body, an inner surface of the other tubular body, and an outer surface of the intermediate member. A joint structure of a tubular structure including a filler filled in one gap was adopted.

ここで、前記中間部材の外面に固定され前記一の筒状体の軸心と前記別の筒状体の軸心とを調心するガイド部材を備えている構成を採用することができる。 Here, it is possible to adopt a configuration including a guide member fixed to the outer surface of the intermediate member and aligning the axis of the one tubular body with the axis of the other tubular body.

また、前記一の筒状体の内面及び前記別の筒状体の内面のうち少なくとも一方と前記中間部材の外面との間に、前記充填材の遺漏を抑止するパッキンが配置されている構成を採用することができる。 Further, a packing for suppressing leakage of the filler is arranged between at least one of the inner surface of the one tubular body and the inner surface of the other tubular body and the outer surface of the intermediate member. Can be adopted.

これらの各態様において、前記一の筒状体の外側と前記別の筒状体の外側に跨って配置された筒状の根巻き部材を備え、前記一の筒状体の外面及び前記別の筒状体の外面と前記根巻き部材の内面との間に介在する第二の隙間に前記充填材が充填されている構成を採用することができる。 In each of these embodiments, a tubular root-wrapping member arranged across the outside of the one tubular body and the outside of the other tubular body is provided, and the outer surface of the one tubular body and the other It is possible to adopt a configuration in which the filler is filled in the second gap interposed between the outer surface of the tubular body and the inner surface of the root winding member.

また、これらの各態様において、前記一の筒状体と前記別の筒状体とはその外径が同一である構成を採用することができる。 Further, in each of these aspects, it is possible to adopt a configuration in which the outer diameter of the one tubular body and the other tubular body are the same.

さらに、上記の課題を解決するために、この発明は、一の筒状体の一端と別の筒状体の他端とを接合する筒状構造体の接合方法において、前記一の筒状体の内部に中間部材を差し入れる工程と、前記一の筒状体の外側に前記一の筒状体の一端よりも突出する筒状の型枠部材を固定する工程と、前記型枠部材の内側に充填材を充填する工程と、前記型枠部材の内側に前記別の筒状体を差し入れて前記一の筒状体の一端に前記別の筒状体の他端が突き合わされる工程と、前記充填材を硬化させる工程とを備える筒状構造体の接合方法を採用した。 Further, in order to solve the above problems, the present invention relates to a method for joining a tubular structure in which one end of one tubular body and the other end of another tubular body are joined, wherein the one tubular body is joined. A step of inserting an intermediate member into the inside of the mold, a step of fixing a tubular mold member protruding from one end of the one tubular body to the outside of the one tubular body, and a step of fixing the tubular mold member to the inside of the mold member. And a step of inserting the other tubular body inside the mold member and abutting the other end of the other tubular body with one end of the one tubular body. A method of joining a tubular structure including a step of curing the filler was adopted.

ここで、前記一の筒状体は、既設の筒状構造体の一部を除去して残存した部分である構成を採用することができる。 Here, the one tubular body can adopt a configuration in which a part of the existing tubular structure is removed and remains.

また、前記別の筒状体はガイド部材を介して前記一の筒状体の一端に突き合わされ、前記ガイド部材は、前記一の筒状体の軸心と前記別の筒状体の軸心とを調心する機能を有する構成を採用することができる。 Further, the other tubular body is abutted against one end of the one tubular body via a guide member, and the guide member is the axial center of the one tubular body and the axial center of the other tubular body. It is possible to adopt a configuration having a function of aligning with and.

これらの各態様において、前記一の筒状体の外側と前記別の筒状体の外側に跨って筒状の根巻き部材を配置し、前記一の筒状体の外面及び前記別の筒状体の外面と前記根巻き部材の内面との間に介在する第二の隙間に前記充填材が充填される構成を採用することができる。 In each of these embodiments, a tubular root-wrapping member is arranged straddling the outside of the one tubular body and the outside of the other tubular body, and the outer surface of the one tubular body and the other tubular body are arranged. It is possible to adopt a configuration in which the filler is filled in the second gap interposed between the outer surface of the body and the inner surface of the root winding member.

この発明は、筒状体同士を接合する際に、美観を損なうことなく強固な構造を容易に実現することができる。 According to the present invention, when joining tubular bodies to each other, a strong structure can be easily realized without spoiling the aesthetic appearance.

この発明の一実施形態を示し、(a)は一部切断分解斜視図、(b)は中間部材及びガイド部材の斜視図An embodiment of the present invention is shown, (a) is a partially cut disassembled perspective view, and (b) is a perspective view of an intermediate member and a guide member. 同実施形態の要部を示し、(a)は平面図、(b)は正面図The main part of the embodiment is shown, (a) is a plan view, and (b) is a front view. 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 同実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of the same embodiment 他の実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of another embodiment さらに他の実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of still another embodiment さらに他の実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of still another embodiment さらに他の実施形態の筒状構造体の施工方法を示す説明図Explanatory drawing which shows the construction method of the tubular structure of still another embodiment 支持装置を用いた支持方法を示す説明図Explanatory drawing which shows the support method using a support device

この発明の一実施形態を、図1〜図4に基づいて説明する。以下の各実施形態は、街路や公園その他各種の施設に設けられる既設の筒状構造体(照明柱や標識柱等)を、別の新規の筒状構造体(照明柱や標識柱等)に建て替える際の筒状構造体の施工方法、及び、その施工方法によって構築される筒状構造体の構造である。 An embodiment of the present invention will be described with reference to FIGS. 1 to 4. In each of the following embodiments, an existing tubular structure (lighting pillar, sign pillar, etc.) provided in a street, a park, or various other facilities is replaced with another new tubular structure (lighting pillar, sign pillar, etc.). It is a construction method of a tubular structure at the time of rebuilding, and a structure of a tubular structure constructed by the construction method.

図1は、この発明の一実施形態の筒状構造体を施工する際の様子を示したものであり、図2(a)(b)は、その要部を示している。図3A〜図3G、図4A〜図4Gは、それぞれ同実施形態の施工方法の手順を示している。既設の筒状構造体は、図3Aに示すように、金属製の筒状部材を主体に構成されている。その金属製の筒状部材が、地盤に打設されたコンクリート製の基礎Gに埋め込まれて、その基礎Gから上方へ向かって立ち上がるように固定されている。 FIG. 1 shows a state when a tubular structure according to an embodiment of the present invention is constructed, and FIGS. 2 (a) and 2 (b) show the main parts thereof. 3A to 3G and 4A to 4G show the procedure of the construction method of the same embodiment, respectively. As shown in FIG. 3A, the existing tubular structure is mainly composed of a metal tubular member. The metal tubular member is embedded in a concrete foundation G cast on the ground, and is fixed so as to rise upward from the foundation G.

まず、図3Aに示すように、既設の筒状構造体の一部2(以下、この実施形態では上部2と称する)を切断機等の工具3で切断して、その上部2を除去する工程を実施する。切断は、既設の筒状構造体1のうち、基礎Gに埋め込まれた部分を残存させ、それよりも上方にあたる上部2を除去するように行う。切断位置は、基礎Gの上面と面一としてもよいが、新規の筒状構造体への雨水の接触抑制を意図して、基礎Gの上面よりも少し上方を切断箇所としてもよい。図3Aに鎖線で示す部分が、除去される上部2である。図4Aは、図3Aの平面図である。なお、切断箇所の切り口が水平でない場合、あるいは、変形している場合は、必要に応じて修正を行う。 First, as shown in FIG. 3A, a step of cutting a part 2 of an existing tubular structure (hereinafter, referred to as an upper portion 2 in this embodiment) with a tool 3 such as a cutting machine and removing the upper portion 2. To carry out. The cutting is performed so as to leave the portion of the existing tubular structure 1 embedded in the foundation G and remove the upper portion 2 above the portion. The cutting position may be flush with the upper surface of the foundation G, but the cutting position may be slightly above the upper surface of the foundation G in order to suppress contact of rainwater with the new tubular structure. The portion indicated by the chain line in FIG. 3A is the upper portion 2 to be removed. FIG. 4A is a plan view of FIG. 3A. If the cut end of the cut portion is not horizontal or is deformed, correct it as necessary.

続いて、基礎G側に残存した既設の筒状構造体(以下、一の筒状体1又は既設筒状体1と称する。)の内部に、中間部材10を差し入れる工程を実施する。中間部材10も、金属製の筒状部材で構成されているが、これを中実の鋼棒等で構成してもよい。 Subsequently, a step of inserting the intermediate member 10 into the existing tubular structure (hereinafter, referred to as one tubular body 1 or the existing tubular body 1) remaining on the foundation G side is carried out. The intermediate member 10 is also made of a metal tubular member, but it may be made of a solid steel rod or the like.

中間部材10には、ガイド部材30が予め固定されている。ガイド部材30は、図1及び図2(a)(b)に示すように、リング状の板状部材で構成されている。ガイド部材30の固定方法としては、例えば、中間部材10の外面への部材の圧入、溶接、その他の手法を採用することができるが、この実施形態では、溶接による固定方法を採用している。 A guide member 30 is fixed to the intermediate member 10 in advance. As shown in FIGS. 1 and 2 (a) and 2 (b), the guide member 30 is composed of a ring-shaped plate-shaped member. As a method of fixing the guide member 30, for example, press-fitting of the member to the outer surface of the intermediate member 10, welding, or other methods can be adopted, but in this embodiment, the fixing method by welding is adopted.

ガイド部材30が、予め中間部材10の軸方向中ほどに固定されているので、中間部材10を既設筒状体1内に差し入れる際に、ガイド部材30が既設筒状体1の上端1aに当接することで、ストッパ機能を発揮することができる。なお、このガイド部材30を中間部材10と別体にして、これらを、既設筒状体1内にガイド部材30、中間部材10の順に別々に差し入れてもよい。また、仕様によっては、ガイド部材30を適宜省略することも可能である。 Since the guide member 30 is fixed in advance in the middle of the intermediate member 10 in the axial direction, when the intermediate member 10 is inserted into the existing tubular body 1, the guide member 30 is attached to the upper end 1a of the existing tubular body 1. By abutting, the stopper function can be exerted. The guide member 30 may be separated from the intermediate member 10 and inserted into the existing tubular body 1 in the order of the guide member 30 and the intermediate member 10. Further, depending on the specifications, the guide member 30 may be omitted as appropriate.

中間部材10及びガイド部材30の差し入れは、図3Bに示すように、相対的に径の小さい中間部材10の下端10bを、相対的に径の大きい既設筒状体1の内側に挿入することで行う。図4Bは、図3Bの平面図である。 As shown in FIG. 3B, the intermediate member 10 and the guide member 30 are inserted by inserting the lower end 10b of the intermediate member 10 having a relatively small diameter inside the existing tubular body 1 having a relatively large diameter. Do. FIG. 4B is a plan view of FIG. 3B.

ここで、図1に示すように、既設筒状体1の内面と中間部材10の外面との間には、所定の寸法からなる第一の隙間Aが介在している状態である。また、中間部材10の下端10b付近において、既設筒状体1の内面と中間部材10の外面との間に、パッキン11が配置されている。パッキン11は、全周に亘って設けられ、後述の工程で、既設筒状体1の内面と中間部材10の外面との間に充填される充填材Mの下方への遺漏を抑止する機能と、中間部材10の調心機能を有する。パッキン11は、中間部材10の下端近くに配置されることが望ましい。また、パッキン11は、あらかじめ中間部材10の外面に接着等により固定されていると施工が容易である。なお、パッキン11が、既設筒状体1の内面と中間部材10の外面との間で突っ張れば、中間部材10が地中深くに脱落しないように保持することも可能である。 Here, as shown in FIG. 1, a first gap A having a predetermined size is interposed between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10. Further, a packing 11 is arranged between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10 near the lower end 10b of the intermediate member 10. The packing 11 is provided over the entire circumference, and has a function of suppressing downward leakage of the filler M filled between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10 in a step described later. , Has a centering function of the intermediate member 10. It is desirable that the packing 11 is arranged near the lower end of the intermediate member 10. Further, if the packing 11 is fixed to the outer surface of the intermediate member 10 in advance by adhesion or the like, the construction is easy. If the packing 11 is stretched between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10, the intermediate member 10 can be held so as not to fall deep into the ground.

つぎに、図3Cに示すように、既設筒状体1の外側に筒状の根巻き部材40を配置する工程を実施する。根巻き部材40は、その下端40bが基礎G上に載置され、その上端40aは、既設筒状体1の切断側である一端1a(以下、上端1aと称する。)よりもさらに上方にまで立ち上がっている。図4Cは、図3Cの平面図である。この根巻き部材40は、仕様によっては適宜省略することも可能である。 Next, as shown in FIG. 3C, a step of arranging the tubular root winding member 40 on the outside of the existing tubular body 1 is carried out. The lower end 40b of the root winding member 40 is placed on the foundation G, and the upper end 40a thereof extends further above the one end 1a (hereinafter, referred to as the upper end 1a) which is the cutting side of the existing tubular body 1. I'm standing up. FIG. 4C is a plan view of FIG. 3C. The root winding member 40 may be omitted as appropriate depending on the specifications.

そして、図3Dに示すように、既設筒状体1及び根巻き部材40のさらに外側に、筒状の型枠部材50を配置する工程を実施する。型枠部材50は、既設筒状体1の上端1a及び中間部材10の上端10aよりも上方へ突出している。型枠部材50は、周方向に沿って複数の部材に分割される構造となっている。この実施形態の型枠部材50は、図4Dに示すように、2つ割りの構成となっている。図4Dは、図3Dの平面図である。型枠部材50の内面は、シリコン・テフロン等で滑りやすくコーティングされている。 Then, as shown in FIG. 3D, a step of arranging the tubular formwork member 50 on the outer side of the existing tubular body 1 and the root winding member 40 is carried out. The formwork member 50 projects upward from the upper end 1a of the existing tubular body 1 and the upper end 10a of the intermediate member 10. The formwork member 50 has a structure in which the formwork member 50 is divided into a plurality of members along the circumferential direction. As shown in FIG. 4D, the formwork member 50 of this embodiment has a structure divided into two. FIG. 4D is a plan view of FIG. 3D. The inner surface of the formwork member 50 is coated with silicon, Teflon or the like so as to be slippery.

型枠部材50は、図1に示すように、その下端50dが基礎G上に載置され、その上端50cは中間部材10の上端10aよりもさらに上方にまで立ち上がっている。また、型枠部材50は、根巻き部材40の外面に接触する下部内面50bと、その下部内面50bよりも内側に突出する上部内面50aとを備えている。下部内面50bと上部内面50aとの間は、段部50eとなっている。この実施形態では、下部内面50bは中間部材10の外面全域に面接触しているが、下部内面50bは中間部材10を保持することができる限りにおいて、中間部材10の外面の一部のみに接触している形態でもよい。また、上部内面50aも、後述の新規筒状体20の外面全域に面接触する構成であることが望ましいが、新規筒状体20の外面の一部のみに接触している形態でもよい。 As shown in FIG. 1, the lower end 50d of the formwork member 50 is placed on the foundation G, and the upper end 50c of the formwork member 50 rises further above the upper end 10a of the intermediate member 10. Further, the formwork member 50 includes a lower inner surface 50b that contacts the outer surface of the root winding member 40 and an upper inner surface 50a that projects inward from the lower inner surface 50b. A step portion 50e is formed between the lower inner surface 50b and the upper inner surface 50a. In this embodiment, the lower inner surface 50b is in surface contact with the entire outer surface of the intermediate member 10, but the lower inner surface 50b is in contact with only a part of the outer surface of the intermediate member 10 as long as the intermediate member 10 can be held. It may be in the form of Further, the upper inner surface 50a is also preferably configured to be in surface contact with the entire outer surface of the new tubular body 20 described later, but may be in contact with only a part of the outer surface of the new tubular body 20.

なお、型枠部材50は、基礎Gに対して支持部材60によって固定されている。支持部材60は、図3D及び図4Dに示すように、基礎Gの上面に平行な板面を有する基板部61と、その基板部61から立ち上がる複数のリブ部62、基板部61を貫通するようにねじ込まれてその先端が基礎Gの表面に当接するボルト63、型枠部材50の外面に沿う筒状部66等を備えている。筒状部66の下端は基礎Gの上面に接している。また、ボルト63のねじ込み量を調整することで、基板部61の高さ調整、筒状部66の鉛直状態への調整が可能である。基板部61及び筒状部66は、型枠部材50と同様の2つ割り構造であるので、その着脱が容易である。なお、筒状部66と型枠部材50とは、予め一体に固定されているものを用いてもよい。 The formwork member 50 is fixed to the foundation G by the support member 60. As shown in FIGS. 3D and 4D, the support member 60 penetrates the substrate portion 61 having a plate surface parallel to the upper surface of the foundation G, the plurality of rib portions 62 rising from the substrate portion 61, and the substrate portion 61. It is provided with a bolt 63 whose tip abuts on the surface of the foundation G, a tubular portion 66 along the outer surface of the formwork member 50, and the like. The lower end of the tubular portion 66 is in contact with the upper surface of the foundation G. Further, by adjusting the screwing amount of the bolt 63, the height of the substrate portion 61 and the vertical state of the tubular portion 66 can be adjusted. Since the substrate portion 61 and the tubular portion 66 have the same halved structure as the form member 50, they can be easily attached and detached. The tubular portion 66 and the formwork member 50 may be integrally fixed in advance.

そして、型枠部材50の内側に充填材Mを充填する工程を実施する。型枠部材50の内側へ流し込まれた充填材Mは、図3Eに示すように、ガイド部材30の周辺の隙間を通り抜けて、既設筒状体1の内面と中間部材10の外面との間に介在する第一の隙間A(図1参照)に入り込み、また、既設筒状体1の外面と根巻き部材40の内面との間に介在する第二の隙間B(図1参照)にも入り込む。充填材Mとしては、硬化時に収縮しない素材、特に、超速硬型無収縮モルタルが好ましいが、一般的な無収縮モルタルでもよい。あるいは、硬化時の収縮や膨張を許容する場合は、それ以外の各種のモルタル等の素材でもよい。図4Eは、図3Eの平面図である。 Then, the step of filling the filler M inside the formwork member 50 is carried out. As shown in FIG. 3E, the filler M poured into the inside of the formwork member 50 passes through the gap around the guide member 30 and is between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10. It enters the intervening first gap A (see FIG. 1) and also enters the second gap B (see FIG. 1) intervening between the outer surface of the existing tubular body 1 and the inner surface of the root winding member 40. .. As the filler M, a material that does not shrink during curing, particularly a super fast-hardening non-shrink mortar is preferable, but a general non-shrink mortar may also be used. Alternatively, various other materials such as mortar may be used as long as they allow shrinkage and expansion during curing. FIG. 4E is a plan view of FIG. 3E.

この型枠部材50の内側に、既設の筒状構造体とは別の新規の筒状構造体(以下、別の筒状体20又は新規筒状体20と称する。)を差し入れる工程を実施する(図3Eの矢印参照)。新規筒状体20は、ガイド部材30を介して既設筒状体1の上端1aに突き合わされる。これにより、既設筒状体1の上端1aに新規筒状体20の荷重が伝達される状態となる。既設筒状体1と新規筒状体20との間にガイド部材30が介在していれば、既設筒状体1の上端1aと新規筒状体20の下端20aの位置が、軸心oを中心とする半径方向に多少ずれていても、相互の荷重伝達が可能である。このため、多少の芯ずれがある場合や、内径や外径が異なる筒状体同士であっても、充分な強度を発揮できる。 A step of inserting a new tubular structure (hereinafter, referred to as another tubular body 20 or a new tubular body 20) different from the existing tubular structure is carried out inside the formwork member 50. (See the arrow in FIG. 3E). The new tubular body 20 is abutted against the upper end 1a of the existing tubular body 1 via the guide member 30. As a result, the load of the new tubular body 20 is transmitted to the upper end 1a of the existing tubular body 1. If the guide member 30 is interposed between the existing tubular body 1 and the new tubular body 20, the positions of the upper end 1a of the existing tubular body 1 and the lower end 20a of the new tubular body 20 will be the axial center o. Mutual load transmission is possible even if there is a slight deviation in the radial direction of the center. For this reason, sufficient strength can be exhibited even when there is some misalignment or even between tubular bodies having different inner and outer diameters.

また、この実施形態のガイド部材30は、既設筒状体1の軸心oと新規筒状体20の軸心oとを調心する機能を有している。図2に示すように、ガイド部材30は、リング状の本体部31と、その本体部31から外方へ突出する外側調心部33と、本体部31から内方へ突出する内側調心部32を備えている。外側調心部33の外縁は根巻き部材40の内面に当接し、内側調心部32の内縁は中間部材10の外面に当接する(あるいは溶接されている)ことで、ガイド部材30、根巻き部材40及び中間部材10は調心されている。また、ガイド部材30は、既設筒状体1側(下方)へ立ち上がる第一調心片34と、新規筒状体20側(上方)へ立ち上がる第二調心片35を備えている。第一調心片34の内面が既設筒状体1の外面に当接し、第二調心片35の内面が新規筒状体20の外面に当接することで、ガイド部材30に対して、既設筒状体1及び新規筒状体20を調心することができる。これにより、仮に、既設筒状体1の上端1aが変形を伴っていても、新規筒状体20との軸心oのずれを抑制できる。なお、第一調心片34と第二調心片35は、例えば、ガイド部材30を構成する板状部材の曲げ加工等により、所定の向きに立ち上がるように形成することができる。 Further, the guide member 30 of this embodiment has a function of aligning the axial center o of the existing tubular body 1 and the axial center o of the new tubular body 20. As shown in FIG. 2, the guide member 30 includes a ring-shaped main body portion 31, an outer centering portion 33 projecting outward from the main body portion 31, and an inner centering portion projecting inward from the main body portion 31. 32 is provided. The outer edge of the outer centering portion 33 is in contact with the inner surface of the root winding member 40, and the inner edge of the inner centering portion 32 is in contact with (or is welded to) the outer surface of the intermediate member 10. The member 40 and the intermediate member 10 are aligned. Further, the guide member 30 includes a first alignment piece 34 that rises to the existing tubular body 1 side (downward) and a second alignment piece 35 that rises to the new tubular body 20 side (upward). The inner surface of the first alignment piece 34 abuts on the outer surface of the existing tubular body 1, and the inner surface of the second alignment piece 35 abuts on the outer surface of the new tubular body 20, so that the guide member 30 is already installed. The tubular body 1 and the new tubular body 20 can be aligned. As a result, even if the upper end 1a of the existing tubular body 1 is deformed, the deviation of the axial center o from the new tubular body 20 can be suppressed. The first alignment piece 34 and the second alignment piece 35 can be formed so as to stand up in a predetermined direction by, for example, bending a plate-shaped member constituting the guide member 30.

新規筒状体20の差し入れは、充填材Mを充填した後すぐに行うことが望ましい。このとき、新規筒状体20の下端20aは、図2(b)に示すように、先細りの形状(鋭角状の先端)に加工されているので、充填材Mが新規筒状体20とガイド部材30との間に噛み込むことを防止できる。また、溢れた充填材Mは、中空の中間部材10の内部に落下する。なお、新規筒状体20の下端20aが先鋭な形状であっても、新規筒状体20の荷重による圧縮力は、充填材Mを経由して既設筒状体1に伝搬される。ここで、先鋭な下端20aは、新規筒状体20の外面と、軸心o側に向かって上端側へ傾斜するテーパ面20bとの成す稜線部となっている。 It is desirable that the new tubular body 20 is inserted immediately after the filler M is filled. At this time, as shown in FIG. 2B, the lower end 20a of the new tubular body 20 is processed into a tapered shape (acute-angled tip), so that the filler M guides the new tubular body 20. It is possible to prevent the member from being caught between the member 30 and the member 30. Further, the overflowing filler M falls inside the hollow intermediate member 10. Even if the lower end 20a of the new tubular body 20 has a sharp shape, the compressive force due to the load of the new tubular body 20 is propagated to the existing tubular body 1 via the filler M. Here, the sharp lower end 20a is a ridgeline portion formed by an outer surface of the new tubular body 20 and a tapered surface 20b that is inclined toward the upper end side toward the axial center o side.

この実施形態では、既設筒状体1と新規筒状体20とはその内径が同一である。このため、図1に示すように、新規筒状体20の内面と中間部材10の外面との間にも、上記と同じ所定の寸法からなる第一の隙間Aが介在している状態である。なお、この実施形態では、既設筒状体1と新規筒状体20とはその外径も同一である。ただし、既設筒状体1の内径と新規筒状体20の内径、又は、既設筒状体1の外径と新規筒状体20の外径は、それぞれ互いに異なっていても、上記構成を採用することができる。このように、筒状体同士の内外径が異なる場合、前述のように、両者の間にガイド部材30を介在させることが望ましい。 In this embodiment, the existing tubular body 1 and the new tubular body 20 have the same inner diameter. Therefore, as shown in FIG. 1, a first gap A having the same predetermined dimensions as described above is interposed between the inner surface of the new tubular body 20 and the outer surface of the intermediate member 10. .. In this embodiment, the existing tubular body 1 and the new tubular body 20 have the same outer diameter. However, even if the inner diameter of the existing tubular body 1 and the inner diameter of the new tubular body 20 or the outer diameter of the existing tubular body 1 and the outer diameter of the new tubular body 20 are different from each other, the above configuration is adopted. can do. As described above, when the inner and outer diameters of the tubular bodies are different, it is desirable to interpose the guide member 30 between the two as described above.

つぎに、図3Fの状態で、充填材Mを硬化させる工程を実施する。充填材Mの硬化は、超速硬型無収縮モルタルであれば、概ね1時間程度で可能である。モルタル硬化後、図3Gに示すように、型枠部材50を取外し、周囲に付着している余分な充填材Mを除去して、全ての工程を完了する。型枠部材50の内面は、シリコン・テフロン等で滑りやすくコーティングされているので、充填材Mやその他部材との分離は容易である。図4F、図4Gは、それぞれ、図3F、図3Gの平面図である。 Next, the step of curing the filler M is carried out in the state of FIG. 3F. Curing of the filler M is possible in about one hour if it is a super fast-hardening non-shrink mortar. After the mortar is cured, as shown in FIG. 3G, the mold member 50 is removed, and the excess filler M adhering to the surroundings is removed to complete all the steps. Since the inner surface of the formwork member 50 is coated with silicon, Teflon or the like in a slippery manner, it can be easily separated from the filler M and other members. 4F and 4G are plan views of FIGS. 3F and 3G, respectively.

ここで、根巻き部材40は、既設筒状体1と新規筒状体20とに跨る状態であるので、充填材Mを介して既設筒状体1と新規筒状体20とをより強固に固定できる。また、既設筒状体1の上端1aの切断面は防錆処理がされていないので、根巻き部材40の内側に充填された充填材Mによって切断面を保護し、錆の発生を防ぐことができる。なお、根巻き部材40はメッキ等の防錆処理が成されていることが望ましい。 Here, since the root wrapping member 40 is in a state of straddling the existing tubular body 1 and the new tubular body 20, the existing tubular body 1 and the new tubular body 20 are made stronger through the filler M. Can be fixed. Further, since the cut surface of the upper end 1a of the existing tubular body 1 is not rust-proofed, the cut surface can be protected by the filler M filled inside the root winding member 40 to prevent the occurrence of rust. it can. It is desirable that the root wrapping member 40 is subjected to a rust preventive treatment such as plating.

上記の接合方法によって構築された筒状構造体は、図1及び図3Gに示すように、既設筒状体1の内側と新規筒状体20の内側とに跨って配置された中間部材10と、中間部材10の外面に固定され既設筒状体1の軸心と新規筒状体20の軸心とを調心するガイド部材30と、既設筒状体1の内面及び新規筒状体20の内面と中間部材10の外面との間に充填された充填材Mとを備える接合構造を構成している。 As shown in FIGS. 1 and 3G, the tubular structure constructed by the above joining method includes an intermediate member 10 arranged so as to straddle the inside of the existing tubular body 1 and the inside of the new tubular body 20. , A guide member 30 fixed to the outer surface of the intermediate member 10 to align the axial center of the existing tubular body 1 and the axial center of the new tubular body 20, and the inner surface of the existing tubular body 1 and the new tubular body 20. It constitutes a joint structure including a filler M filled between the inner surface and the outer surface of the intermediate member 10.

この筒状構造体の接合構造では、中間部材10の外面は、既設筒状体1の内面及び新規筒状体20の内面との間に第一の隙間Aを介在し、その第一の隙間Aに充填材Mが充填されている。また、既設筒状体1の内面と中間部材10の外面との間に、充填材Mの遺漏を抑止するパッキン11が配置されている。 In the joint structure of the tubular structure, the outer surface of the intermediate member 10 has a first gap A interposed between the inner surface of the existing tubular body 1 and the inner surface of the new tubular body 20, and the first gap A thereof. A is filled with a filler M. Further, a packing 11 for suppressing leakage of the filler M is arranged between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10.

この実施形態では、既設筒状体1の内面と中間部材10の外面との間にのみパッキン11が配置されているが、新規筒状体20の内面と中間部材10の外面との間にもパッキン11を配置してもよい。特に、構築される筒状構造体が上下方向以外の向きである場合、例えば、横向きや斜め方向に構築される場合は、このようにパッキン11を中間部材10の軸方向両端に設けることが有効である。また、パッキン11を中間部材10の軸方向一方の端部にのみ設ける構成の場合は、中間部材10の軸方向他方の端部の外面に軸心調整用の間隔部材を配置することもできる。間隔部材は、必ずしも軸心回り全周にわたって連続的でなくてもよく、軸心回りに沿って複数個所に断続的に設けられていれば充分である。 In this embodiment, the packing 11 is arranged only between the inner surface of the existing tubular body 1 and the outer surface of the intermediate member 10, but also between the inner surface of the new tubular body 20 and the outer surface of the intermediate member 10. The packing 11 may be arranged. In particular, when the tubular structure to be constructed is oriented in a direction other than the vertical direction, for example, when it is constructed in the horizontal or diagonal direction, it is effective to provide packings 11 at both ends in the axial direction of the intermediate member 10 in this way. Is. Further, in the case where the packing 11 is provided only at one end of the intermediate member 10 in the axial direction, a spacing member for adjusting the axial center can be arranged on the outer surface of the other end of the intermediate member 10 in the axial direction. The spacing members do not necessarily have to be continuous over the entire circumference of the axial center, and it is sufficient if they are provided intermittently at a plurality of locations along the axial center circumference.

さらに、この筒状構造体の接合構造では、既設筒状体1の外側と新規筒状体20の外側に跨って配置された筒状の根巻き部材40を備え、既設筒状体1の外面及び新規筒状体20の外面と根巻き部材40の内面との間に介在する第二の隙間Bにも、充填材Mが充填されている構成となっている。 Further, in the joint structure of this tubular structure, a tubular root winding member 40 arranged so as to straddle the outside of the existing tubular body 1 and the outside of the new tubular body 20 is provided, and the outer surface of the existing tubular body 1 is provided. The second gap B interposed between the outer surface of the new tubular body 20 and the inner surface of the root winding member 40 is also filled with the filler M.

他の実施形態を図5(a)〜(e)に示す。この実施形態は、前述の実施形態におけるガイド部材30、及び、根巻き部材40の設置を省略したものである。なお、型枠部材50を支える支持部材60は、図示省略している。その他の手順及び構造は共通であるので、その説明を省略する。なお、この図5の実施形態に、ガイド部材30を付加すること、あるいは、根巻き部材40を付加することは可能である。 Other embodiments are shown in FIGS. 5 (a) to 5 (e). In this embodiment, the installation of the guide member 30 and the root winding member 40 in the above-described embodiment is omitted. The support member 60 that supports the formwork member 50 is not shown. Since other procedures and structures are common, the description thereof will be omitted. It is possible to add the guide member 30 or the root winding member 40 to the embodiment shown in FIG.

さらに他の実施形態を図6に示す。上記の各実施形態では、型枠部材50の内側に充填材Mを充填した後、新規筒状体20を差し入れる手順としたが、この手順に代えて、図5に示すように、型枠部材50の内側に充填材Mを充填する前に、型枠部材50の内側に新規筒状体20を差し入れ、その後、新規筒状体20の内部に充填材Mを充填してもよい。このとき、充填材Mは、例えば、新規筒状体20の側面、あるいは、既設筒状体1の側面に形成した貫通孔を注入口E(図6には図示せず)として、その注入口Eを通じて内部に流し込むことができるが、この実施形態のように、新規筒状体20の高さが低い場合は、新規筒状体20の筒軸方向上端が開口しているので、その上端の開口から流し込んでもよい。径が大きい新規筒状体20を用いる場合、あるいは、ガードレールの支柱等のように背丈の低い新規筒状体20を用いる場合は、充填材Mの投入が比較的容易であるので、このような工法を採用することもできる。 Yet another embodiment is shown in FIG. In each of the above embodiments, the procedure is to fill the inside of the mold member 50 with the filler M and then insert the new tubular body 20, but instead of this procedure, as shown in FIG. 5, the mold Before filling the inside of the member 50 with the filler M, the new tubular body 20 may be inserted inside the formwork member 50, and then the filler M may be filled inside the new tubular body 20. At this time, the filler M uses, for example, a through hole formed in the side surface of the new tubular body 20 or the side surface of the existing tubular body 1 as an injection port E (not shown in FIG. 6) as the injection port. It can be poured into the inside through E, but when the height of the new tubular body 20 is low as in this embodiment, the upper end of the new tubular body 20 in the tubular axial direction is open, so that the upper end of the new tubular body 20 is open. It may be poured through the opening. When a new tubular body 20 having a large diameter is used, or when a new tubular body 20 having a short height such as a support of a guardrail is used, it is relatively easy to add the filler M. The construction method can also be adopted.

また、注入口Eの形態は、例えば、図7に示すものでもよい。特に、照明柱のように背丈が高い長尺の新規筒状体20を用いる場合、新規筒状体20を内外に貫通する注入口Eを設けて、その注入口Eを通じて充填材Mを投入するのが便利である。図7では、新規筒状体20の軸方向中程に、内外を貫通する注入口Eが設けられている。この注入口Eは、照明設備用の電源設備の保守用開口を利用している。このような注入口Eが確保できる場合には、既設筒状体1と新規筒状体20とを突き合わせてから、ホース等を中間部材10と新規筒状体20との間に差し入れて、そのホースを通じて充填材Mを内部に充填することが可能である。なお、図7において、型枠部材50は、既設筒状体1の外面、及び、新規筒状体20の外面に密着するバンド等で構成されている。この実施形態における既設筒状体1及び新規筒状体20に密着する型枠部材50は、充填材Mの硬化後、撤去せずに残存させることが望ましい。 Further, the form of the injection port E may be, for example, the one shown in FIG. In particular, when a tall new tubular body 20 such as an illumination column is used, an injection port E that penetrates the new tubular body 20 inside and outside is provided, and the filler M is charged through the injection port E. Is convenient. In FIG. 7, an injection port E penetrating inside and outside is provided in the middle of the new tubular body 20 in the axial direction. This inlet E utilizes a maintenance opening of a power supply facility for lighting equipment. When such an injection port E can be secured, the existing tubular body 1 and the new tubular body 20 are butted against each other, and then a hose or the like is inserted between the intermediate member 10 and the new tubular body 20. It is possible to fill the filler M inside through a hose. In FIG. 7, the formwork member 50 is composed of an outer surface of the existing tubular body 1 and a band or the like that is in close contact with the outer surface of the new tubular body 20. It is desirable that the formwork member 50 in close contact with the existing tubular body 1 and the new tubular body 20 in this embodiment remains without being removed after the filler M is cured.

さらに他の実施形態を図8に示す。この実施形態は、下水管等のように筒状構造体が横向きの場合を想定し、既設筒状体1及び新規筒状体20を横向きの状態(水平状態あるいは傾斜状態)で接合するものである。このように、既設筒状体1及び新規筒状体20が横向きの場合は、中間部材10の軸方向一方の端部付近に充填材Mの注入口Eを下向きに、他方の端部付近に排気口Fを上向きに設け、既設筒状体1及び新規筒状体20を突き合わせた後に充填材Mを注入することにより、隙間を充填することが有効である。この場合、充填材Mの遺漏を防止するパッキン11,12は、中間部材10の軸方向両端にそれぞれ配置することが望ましい。 Yet another embodiment is shown in FIG. In this embodiment, assuming a case where the tubular structure is oriented sideways like a sewer pipe or the like, the existing tubular body 1 and the new tubular body 20 are joined in a horizontal state (horizontal state or inclined state). is there. In this way, when the existing tubular body 1 and the new tubular body 20 are oriented sideways, the injection port E of the filler M is directed downward near one end in the axial direction of the intermediate member 10 and near the other end. It is effective to fill the gap by providing the exhaust port F upward and injecting the filler M after abutting the existing tubular body 1 and the new tubular body 20. In this case, it is desirable that the packings 11 and 12 for preventing the leakage of the filler M are arranged at both ends in the axial direction of the intermediate member 10.

図9(a)(b)は、基礎Gから立ち上がるように新規筒状体20を設置する際に、支持装置70を用いる施工方法を示す説明図である。支持装置70は、複数の脚部71(図の例では3つの脚部71)と、その複数の脚部71の上端をヒンジ支持する支持部72、支持部72に設けられた立上がり部73、立上がり部73に設けられたクランプ部74等を備えている。脚部71は、支持部72に対してヒンジ軸回りに回動でき、その回動によって脚部71の下端が開閉自在である。クランプ部74は環状の部材で構成され、調整ボルト75を緩解することによってその内径が拡縮する。調整ボルト75を締め付けて、クランプ部74によって新規筒状体20の外周を保持し、その新規筒状体20を型枠部材50の直上に位置させる。このとき、中間部材10やその他の部材は既に施工済みとする。調整ボルト75をやや緩めながら新規筒状体20を手で支え、その新規筒状体20の下端20aを型枠部材50内に侵入させる。その後、充填材Mを充填し、充填材Mが硬化した後に支持装置70を撤去する。 9 (a) and 9 (b) are explanatory views showing a construction method using the support device 70 when the new tubular body 20 is installed so as to stand up from the foundation G. The support device 70 includes a plurality of leg portions 71 (three leg portions 71 in the example of the figure), a support portion 72 that hinges the upper ends of the plurality of leg portions 71, and a rising portion 73 provided on the support portion 72. A clamp portion 74 or the like provided on the rising portion 73 is provided. The leg portion 71 can rotate around the hinge axis with respect to the support portion 72, and the lower end of the leg portion 71 can be opened and closed by the rotation. The clamp portion 74 is composed of an annular member, and its inner diameter is expanded or contracted by loosening the adjusting bolt 75. The adjusting bolt 75 is tightened, the outer circumference of the new tubular body 20 is held by the clamp portion 74, and the new tubular body 20 is positioned directly above the mold member 50. At this time, it is assumed that the intermediate member 10 and other members have already been constructed. While slightly loosening the adjusting bolt 75, the new tubular body 20 is supported by hand, and the lower end 20a of the new tubular body 20 is made to penetrate into the mold member 50. Then, the filler M is filled, and after the filler M is cured, the support device 70 is removed.

図9の支持装置70は一例であり、これ以外の支持装置70を用いることも可能である。また、例えば、ガードレールの支柱のように、比較的長さの短い新規筒状体20の場合は、このような支持装置70を用いずに、作業者が手で持ち上げて新規筒状体20を設置することが可能である。 The support device 70 of FIG. 9 is an example, and other support devices 70 can be used. Further, in the case of a new tubular body 20 having a relatively short length, such as a support of a guardrail, an operator manually lifts the new tubular body 20 without using such a support device 70. It can be installed.

以上のように、この発明では、既設筒状体1及び新規筒状体20を、中間部材10及び充填材Mを介して一体化している。これにより、特許文献1,2のような従来構造では、内側の筒状体だけで作用力に抵抗したのに対し、この発明では、中間部材10(内側の筒状体)に加えて、既設筒状体1及び新規筒状体20(外側の筒状体)と充填材Mの圧縮部分も作用力に抵抗できるので、その接合部は、中間部材10(内側の筒状体)の耐力以上の耐力を確保できるという利点がある。 As described above, in the present invention, the existing tubular body 1 and the new tubular body 20 are integrated via the intermediate member 10 and the filler M. As a result, in the conventional structure as in Patent Documents 1 and 2, the acting force was resisted only by the inner tubular body, whereas in the present invention, in addition to the intermediate member 10 (inner tubular body), the existing one is installed. Since the compressed portion of the tubular body 1 and the new tubular body 20 (outer tubular body) and the filler M can also resist the acting force, the joint portion thereof is equal to or greater than the yield strength of the intermediate member 10 (inner tubular body). There is an advantage that the proof stress can be secured.

また、この発明では、溶接等の火気を使用しないので、作業が容易で且つ安全である。また、筒状体の外面にフランジ等の突起物がないので、美観上も優れている。さらに、中間部材10として筒状部材を採用すれば、接続後の筒状体の内部に空間を確保できるので、電線の配線や液体・気体の輸送に利用可能である。なお、中間部材10として、筒状部材(鋼管)を利用すれば、特殊な加工が不要であり、低コストでの施工が可能である。 Further, in the present invention, since fire such as welding is not used, the work is easy and safe. In addition, since there are no protrusions such as flanges on the outer surface of the tubular body, it is aesthetically pleasing. Further, if a tubular member is adopted as the intermediate member 10, a space can be secured inside the tubular body after connection, so that it can be used for wiring of electric wires and transportation of liquids and gases. If a tubular member (steel pipe) is used as the intermediate member 10, special processing is not required and construction can be performed at low cost.

この実施形態では、一の筒状構造体1(既設筒状体1)、中間部材10、別の筒状構造体20(新規筒状体20)、ガイド部材30、根巻き部材40、型枠部材50等をそれぞれ金属製としたが、強度と耐久性が確保され得る限りにおいて、これらの一部または全部を金属以外の素材、例えば、炭素繊維、樹脂等からなる素材を用いてもよい。また、根巻き部材40の設置位置は、上記実施形態のように基礎Gの上面に接する位置に限定されず、根巻き部材40の下端40bと基礎Gの上面との間に間隔を有するような位置としてもよい。 In this embodiment, one tubular structure 1 (existing tubular body 1), an intermediate member 10, another tubular structure 20 (new tubular body 20), a guide member 30, a root winding member 40, and a formwork. Although the members 50 and the like are each made of metal, a material other than metal, for example, a material made of carbon fiber, resin, or the like may be used for a part or all of them as long as the strength and durability can be ensured. Further, the installation position of the root wrapping member 40 is not limited to the position in contact with the upper surface of the foundation G as in the above embodiment, and there is a gap between the lower end 40b of the root wrapping member 40 and the upper surface of the foundation G. It may be a position.

上記の実施形態では、一の筒状構造体1(既設筒状体1)、中間部材10、別の筒状構造体20(新規筒状体20)をそれぞれ断面円形としたが、これを断面四角形とするなど、他の断面形状とすることも可能である。また、この発明は、この照明柱、標識柱等の各種支柱の他、例えば、建築構造物の柱や梁、あるいは、電線等のケーブルの配線管や、液体・気体等の各種流体輸送管等にも利用可能である。 In the above embodiment, one tubular structure 1 (existing tubular body 1), an intermediate member 10, and another tubular structure 20 (new tubular body 20) have circular cross sections, but these are cross-sections. Other cross-sectional shapes, such as a quadrangle, are also possible. Further, in the present invention, in addition to various pillars such as lighting pillars and sign pillars, for example, pillars and beams of building structures, wiring pipes for cables such as electric wires, various fluid transport pipes for liquids and gases, etc. Is also available.

1 一の筒状体(既設筒状体)
10 中間部材
11 パッキン
20 別の筒状体(新規筒状体)
30 ガイド部材
40 根巻き部材
50 型枠部材
60 支持部材
70 支持装置
A 第一の隙間
B 第二の隙間
E 注入口
G 基礎
M 充填材
1 One tubular body (existing tubular body)
10 Intermediate member 11 Packing 20 Another tubular body (new tubular body)
30 Guide member 40 Root winding member 50 Formwork member 60 Support member 70 Support device A First gap B Second gap E Injection port G Foundation M Filler

Claims (9)

一の筒状体(1)の一端(1a)と別の筒状体(20)の他端(20a)とを接合する筒状構造体の接合構造において、
前記一の筒状体(1)の内側と前記別の筒状体(20)の内側とに跨って配置された中間部材(10)と、
前記一の筒状体(1)の内面及び前記別の筒状体(20)の内面と前記中間部材(10)の外面との間に介在する第一の隙間(A)に充填された充填材(M)と、
を備える筒状構造体の接合構造。
In the joining structure of a tubular structure that joins one end (1a) of one tubular body (1) and the other end (20a) of another tubular body (20).
An intermediate member (10) arranged so as to straddle the inside of the one tubular body (1) and the inside of the other tubular body (20).
Filling in the first gap (A) interposed between the inner surface of the one tubular body (1) and the inner surface of the other tubular body (20) and the outer surface of the intermediate member (10). Material (M) and
A joint structure of a tubular structure comprising.
前記中間部材(10)の外面に固定され前記一の筒状体(1)の軸心と前記別の筒状体(20)の軸心とを調心するガイド部材(30)を備える請求項1に記載の筒状構造体の接合構造。 A claim that includes a guide member (30) that is fixed to the outer surface of the intermediate member (10) and aligns the axis of the one tubular body (1) with the axis of the other tubular body (20). The joint structure of the tubular structure according to 1. 前記一の筒状体(1)の内面及び前記別の筒状体(20)の内面のうち少なくとも一方と前記中間部材(10)の外面との間に、前記充填材(M)の遺漏を抑止するパッキン(11)が配置されている請求項1又は2に記載の筒状構造体の接合構造。 Leakage of the filler (M) between at least one of the inner surface of the one tubular body (1) and the inner surface of the other tubular body (20) and the outer surface of the intermediate member (10). The joint structure of the tubular structure according to claim 1 or 2, wherein the packing (11) to be suppressed is arranged. 前記一の筒状体(1)の外側と前記別の筒状体(20)の外側に跨って配置された筒状の根巻き部材(40)を備え、
前記一の筒状体(1)の外面及び前記別の筒状体(20)の外面と前記根巻き部材(40)の内面との間に介在する第二の隙間(B)に前記充填材(M)が充填されている請求項1から3のいずれか一つに記載の筒状構造体の接合構造。
A tubular root wrapping member (40) arranged so as to straddle the outside of the one tubular body (1) and the outside of the other tubular body (20) is provided.
The filler is formed in a second gap (B) interposed between the outer surface of the one tubular body (1) and the outer surface of the other tubular body (20) and the inner surface of the root winding member (40). The joint structure of the tubular structure according to any one of claims 1 to 3, which is filled with (M).
前記一の筒状体(1)と前記別の筒状体(20)とはその外径が同一である請求項1から4のいずれか一つに記載の筒状構造体の接合構造。 The joint structure of the tubular structure according to any one of claims 1 to 4, wherein the one tubular body (1) and the other tubular body (20) have the same outer diameter. の筒状体(1)の一端(1a)と別の筒状体(20)の他端(20a)とを接合する筒状構造体の接合方法において、
前記一の筒状体(1)の内部に中間部材(10)を差し入れる工程と、
前記一の筒状体(1)の外側に前記一の筒状体(1)の一端(1a)よりも突出する筒状の型枠部材(50)を固定する工程と、
前記型枠部材(50)の内側に充填材(M)を充填する工程と
前記型枠部材(50)の内側に前記別の筒状体(20)を差し入れて前記一の筒状体(1)の一端(1a)に前記別の筒状体(20)の他端(20a)が突き合わされる工程と、
前記充填材(M)を硬化させる工程と、
を備える筒状構造体の接合方法。
In the method of joining a tubular structure for joining one end (1a) of the tubular body (1) and the other end (20a) of another tubular body (20).
The step of inserting the intermediate member (10) into the inside of the one tubular body (1), and
A step of fixing a tubular formwork member (50) protruding from one end (1a) of the one tubular body (1) to the outside of the one tubular body (1).
The step of filling the filler (M) inside the mold member (50) and the one tubular body (1) by inserting the other tubular body (20) inside the mold member (50). ), And the other end (20a) of the other tubular body (20) is abutted against one end (1a).
The step of curing the filler (M) and
A method of joining a tubular structure comprising.
前記一の筒状体(1)は、既設の筒状構造体の一部(2)を除去して残存した部分である請求項6に記載の筒状構造体の接合方法。 The method for joining a tubular structure according to claim 6, wherein the one tubular body (1) is a portion remaining after removing a part (2) of the existing tubular structure. 前記別の筒状体(20)はガイド部材(30)を介して前記一の筒状体(1)の一端(1a)に突き合わされ、
前記ガイド部材(30)は、前記一の筒状体(1)の軸心と前記別の筒状体(20)の軸心とを調心する機能を有する請求項6又は7に記載の筒状構造体の接合方法。
The other tubular body (20) is abutted against one end (1a) of the one tubular body (1) via a guide member (30).
The cylinder according to claim 6 or 7, wherein the guide member (30) has a function of aligning the axis of the one tubular body (1) with the axis of the other tubular body (20). A method of joining shaped structures.
前記一の筒状体(1)の外側と前記別の筒状体(20)の外側に跨って筒状の根巻き部材(40)を配置し、
前記一の筒状体(1)の外面及び前記別の筒状体(20)の外面と前記根巻き部材(40)の内面との間に介在する第二の隙間(B)に前記充填材(M)が充填される請求項6から8のいずれか一つに記載の筒状構造体の接合方法。
A tubular root wrapping member (40) is arranged so as to straddle the outside of the one tubular body (1) and the outside of the other tubular body (20).
The filler is formed in a second gap (B) interposed between the outer surface of the one tubular body (1) and the outer surface of the other tubular body (20) and the inner surface of the root winding member (40). The method for joining a tubular structure according to any one of claims 6 to 8, wherein (M) is filled.
JP2019131966A 2019-07-17 2019-07-17 Joint structure of cylindrical structural body and joint method Pending JP2021017691A (en)

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