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JP4301973B2 - Tube connection structure and connection method - Google Patents
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JP4301973B2 - Tube connection structure and connection method - Google Patents

Tube connection structure and connection method Download PDF

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JP4301973B2
JP4301973B2 JP2004062326A JP2004062326A JP4301973B2 JP 4301973 B2 JP4301973 B2 JP 4301973B2 JP 2004062326 A JP2004062326 A JP 2004062326A JP 2004062326 A JP2004062326 A JP 2004062326A JP 4301973 B2 JP4301973 B2 JP 4301973B2
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flange
fastening member
fastening
hole
connection structure
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JP2005248612A (en
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一也 吉田
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ダイニチ株式会社
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/085Details of flanges for tubular masts

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Description

本発明は、管体、特に異なる直径を有する2つの管体の接続構造及び接続方法に関する。   The present invention relates to a connection structure and a connection method for two tubular bodies having different diameters, in particular.

競技場の照明支持用、アンテナ取付用、ゴルフ場等の防球ネット支持用、電力線支持用等種々の用途に用いられる支持柱は、所定長さが要求されるが、製造上及び運搬上の制約等により、通常その直径の異なる複数の管体(特に、鋼管)を接続(継手)した接続(継手)組立鋼管が、これら用途に利用される。   Support pillars used for various purposes such as lighting for stadiums, mounting antennas, ballproof nets for golf courses, and power lines are required to have a certain length. Due to restrictions and the like, a connection (joint) assembled steel pipe in which a plurality of pipe bodies (particularly steel pipes) having different diameters are usually connected (joint) is used for these applications.

互いに異なる直径を有する2つの鋼管を接続する構造のうち、各鋼管に固着された接続用フランジが互いに締結されて接続される従来技術として、以下に述べる如く、主に第1乃至第3の従来技術がある。   Of the structures for connecting two steel pipes having different diameters, as conventional techniques in which connecting flanges fixed to each steel pipe are fastened and connected to each other, as described below, first to third conventional techniques are mainly used. There is technology.

第1の従来技術を図1を使用して説明する。
図1中、第1の従来技術は、基礎となる大径鋼管200の大径鋼管本体210の接続側端部に固着された第1の接続用フランジ220と、延長用小径鋼管100の小径鋼管本体110の接続側端部に固着された第2の接続用フランジ120とを突き合わせ、締結ボルト1を夫々の貫通穴220a及び120aに共通挿通して、ワッシャー3を介してナット2により締結する。なお、補強用リブ230及び130は夫々、各フランジ220及び120の各鋼管200及び100に対する固着を補強する。第1のフランジ220は、軽量化及びコスト低減のために、中央貫通穴220bが設けられる(例えば、非特許文献1参照)。
The first prior art will be described with reference to FIG.
In FIG. 1, the first prior art includes a first connection flange 220 fixed to a connection side end of a large-diameter steel pipe main body 210 of a large-diameter steel pipe 200 serving as a foundation, and a small-diameter steel pipe of an extension small-diameter steel pipe 100. The second connecting flange 120 fixed to the connection side end of the main body 110 is abutted, and the fastening bolt 1 is inserted through the respective through holes 220a and 120a in common and fastened by the nut 2 through the washer 3. The reinforcing ribs 230 and 130 reinforce the fixing of the flanges 220 and 120 to the steel pipes 200 and 100, respectively. The first flange 220 is provided with a central through hole 220b for weight reduction and cost reduction (see, for example, Non-Patent Document 1).

ここで、ボルト1を両フランジ120,220の上面側からでなく、下面側から貫通穴120a,220aに挿通させる理由は、ナット2を両フランジ120,220の下面側でなく上面側で締め付ける方が工具の設定等の締付け作業が効率的に行えるからである。   Here, the reason why the bolt 1 is inserted into the through holes 120a and 220a from the lower surface side rather than from the upper surface side of both flanges 120 and 220 is that the nut 2 is tightened not from the lower surface side of both flanges 120 and 220 but from the upper surface side. This is because the tightening work such as tool setting can be performed efficiently.

第1の従来技術によれば、上記締結ボルト1の挿通締付作業を実現するために、ボルト1を大径鋼管200の外径より更に半径方向外方に配置しなければならないから、第1のフランジ220の直径を大径鋼管本体210の直径より大きくして、各貫通穴220a及び120a(すなわち、ボルト1、ナット2)の配置位置を夫々大径鋼管本体210の外径より半径方向外方位置に配置する必要がある。   According to the first prior art, in order to realize the insertion and tightening operation of the fastening bolt 1, the bolt 1 must be disposed further radially outward than the outer diameter of the large-diameter steel pipe 200. The diameter of the flange 220 is made larger than the diameter of the large-diameter steel pipe body 210, and the positions of the through holes 220a and 120a (that is, the bolts 1 and nuts 2) are arranged radially outward from the outer diameter of the large-diameter steel pipe body 210, respectively. It is necessary to arrange in this direction.

したがって、この鋼管200及び100の接続構造は、両フランジ220及び120の直径を大径鋼管200の外径よりも大きくする必要があるから、その材料費が高くなるという問題がある。また、両フランジ220及び120が大径鋼管200から半径方向外方へ突出するから、美観を損ねる問題がある。更に、この接続構造を例えば、防球ネットの支持に用いる場合、大径鋼管本体210の外周面から局部的に半径方向へ突出する両フランジ220及び120がネットを傷める問題がある。   Therefore, the connection structure of the steel pipes 200 and 100 has a problem that the material cost becomes high because the diameters of both the flanges 220 and 120 need to be larger than the outer diameter of the large-diameter steel pipe 200. Moreover, since both the flanges 220 and 120 protrude radially outward from the large-diameter steel pipe 200, there is a problem of deteriorating the aesthetic appearance. Furthermore, when this connection structure is used, for example, for supporting a ball-proof net, there is a problem that both flanges 220 and 120 protruding locally in the radial direction from the outer peripheral surface of the large-diameter steel pipe main body 210 damage the net.

次に、第2の従来技術を図2を使用して説明する。
図2中、第2の従来技術は大略、第1の接続用フランジ320の大径鋼管300に対する取付け方法を除いて、上記第1の従来技術と同様である。なお、図2中、図1と同一部分には同一符号を付してその説明を省略すると共に対応する部分には図1の符号「200」の代わりに「300」を用いるか、又は図1の符号に「’」を付することにより示す。
Next, the second prior art will be described with reference to FIG.
In FIG. 2, the second conventional technique is generally the same as the first conventional technique except for the method of attaching the first connecting flange 320 to the large-diameter steel pipe 300. 2, the same parts as those in FIG. 1 are denoted by the same reference numerals and the description thereof is omitted, and “300” is used instead of the reference numeral “200” in FIG. This is indicated by adding “'” to the reference numeral.

すなわち、大径鋼管本体310の接続側上端にこれと同一外径のフランジ350が溶接固着され、このフランジ350上に小径鋼管本体310と同一外径の中間鋼管340が溶接固着され、更にこの中間鋼管340の上端に下方フランジ350と同一外径の第1のフランジ320が溶接固着される。そして、この中間鋼管340の第1のフランジ320上にこのフランジ320と同一外径の第2のフランジ120’が突き合わせ状態で接続される。   That is, a flange 350 having the same outer diameter is welded and fixed to the upper end of the large-diameter steel pipe body 310 on the connection side, and an intermediate steel pipe 340 having the same outer diameter as the small-diameter steel pipe body 310 is welded and fixed on the flange 350. A first flange 320 having the same outer diameter as that of the lower flange 350 is fixedly welded to the upper end of the steel pipe 340. A second flange 120 ′ having the same outer diameter as that of the flange 320 is connected to the first flange 320 of the intermediate steel pipe 340 in a butted state.

このとき、上述の如く、締付工具の操作効率を考慮して、ボルト1を中間鋼管340の第1のフランジ320の下端側から両フランジ320,120’の貫通穴320a及び120a’に共通挿通することが可能になる。なお、補強用リブ360は、大径鋼管310の内周にあってフランジ350の接続を補強し、且つ補強用リブ330は中間鋼管340の外周にあってフランジ320の接続を補強する。   At this time, as described above, in consideration of the operation efficiency of the tightening tool, the bolt 1 is commonly inserted from the lower end side of the first flange 320 of the intermediate steel pipe 340 into the through holes 320a and 120a ′ of both flanges 320 and 120 ′. It becomes possible to do. The reinforcing rib 360 is on the inner periphery of the large-diameter steel pipe 310 to reinforce the connection of the flange 350, and the reinforcing rib 330 is on the outer periphery of the intermediate steel pipe 340 to reinforce the connection of the flange 320.

第2の従来技術によれば、突き合わされる両フランジ320及び120’の直径が大径鋼管本体310の直径と略同じで半径方向へ突出しないから、ゴルフ場等の防球ネットの支持に用いる場合、両フランジ320及び120’がネットを傷める問題は解消される。   According to the second prior art, the diameters of both flanges 320 and 120 ′ that are abutted are substantially the same as the diameter of the large-diameter steel pipe main body 310 and do not protrude in the radial direction. In this case, the problem that both flanges 320 and 120 'damage the net is eliminated.

しかしながら、第2の従来技術を使用した場合であっても、その構造は第1の従来技術と比較して複雑であるため製造コストが上昇し、且つ補強用リブ330が露出しているから、費用が高くなる問題及び美観上の問題は解消され得ない。   However, even when the second prior art is used, the structure is complicated compared to the first prior art, so that the manufacturing cost increases and the reinforcing rib 330 is exposed. The problem of high costs and aesthetic problems cannot be solved.

上記ネットを傷める問題を解決すると同時に、費用が高くなる問題及び美観上の問題をすべて解決するためには、上記第2の従来技術(図2参照)とは異なり、大径鋼管300に対して、大径鋼管本体310と同一外径の第1の接続用フランジ320を、中間鋼管340等を介さず直接固着する必要がある。   Unlike the second prior art (see FIG. 2), in order to solve the above-mentioned problem of damaging the net and at the same time solve all of the problems of high costs and aesthetic problems, The first connecting flange 320 having the same outer diameter as that of the large-diameter steel pipe main body 310 needs to be directly fixed without using the intermediate steel pipe 340 or the like.

そこで、本出願人は、大径鋼管本体と同一外径の接続用フランジを大径鋼管に対して直接固着する第3の従来技術を開発して、製品化に及んだ。
図3を使用して、この第3の従来技術を説明する。
Therefore, the present applicant has developed and commercialized a third conventional technique in which a connecting flange having the same outer diameter as that of the large-diameter steel pipe body is directly fixed to the large-diameter steel pipe.
This third prior art will be described with reference to FIG.

図3中、第3の従来技術は大略、大径鋼管300’に対して第1の接続用フランジ320’を直接固着すること、及び両フランジの各貫通穴120a’及び320a’に対するボルト1の挿通方向を除いて、上記第2の従来技術(図2参照)と同様である。なお、図3中、図2と同一部分には同一符号を付してその説明を省略すると共に対応する部分には図2の符号に「’」を付することにより示す。   In FIG. 3, the third prior art generally includes directly fixing the first connecting flange 320 ′ to the large-diameter steel pipe 300 ′ and the bolt 1 to each through hole 120 a ′ and 320 a ′ of both flanges. Except for the insertion direction, this is the same as the second prior art (see FIG. 2). In FIG. 3, the same parts as those in FIG. 2 are denoted by the same reference numerals, the description thereof is omitted, and the corresponding parts are indicated by adding “′” to the reference numerals in FIG.

すなわち、大径鋼管本体310’の接続側上端にこれと同一外径の第1のフランジ320’が直接溶接固着される。小径鋼管100’の接続側下端に溶接固着された第2のフランジ120’は、第1のフランジ320’と同一外径である。なお、補強用リブ330’は、大径鋼管300’の内周にあってフランジ320’の接続を補強する。   That is, the first flange 320 'having the same outer diameter is directly welded and fixed to the upper end of the large-diameter steel pipe body 310' on the connection side. The second flange 120 'welded and fixed to the lower end of the small diameter steel pipe 100' on the connection side has the same outer diameter as the first flange 320 '. The reinforcing rib 330 ′ is on the inner periphery of the large diameter steel pipe 300 ′ and reinforces the connection of the flange 320 ′.

ここで、第3の従来技術の場合、両フランジ320’及び120’を突き合わした後は、接続作業者は、大径鋼管本体310’の内方へ手を差し入れることができないから、締結ボルト1を大径鋼管内に配設して締付け作業をすることができない。したがって、この場合は、上記第1及び第2の従来技術と異なり、両フランジ120’及び320’の上面側から各貫通穴120a’及び320a’にボルト1を共通挿通する必要がある。このため、各ナット2は夫々、大径鋼管本体310’の内方で第1のフランジ320’の下面に各貫通穴320a’と同心位置に正確に位置決めされて、予め溶接固着される。
社団法人日本建築学会編著「鋼管構造設計施工指針・同解説」社団法人日本建築学会、1998年12月25日(第2版第5刷)、p.110−111
Here, in the case of the third prior art, after the both flanges 320 ′ and 120 ′ are brought into contact with each other, the connecting operator cannot insert his / her hand into the large-diameter steel pipe body 310 ′. The bolt 1 cannot be disposed in the large-diameter steel pipe and tightened. Therefore, in this case, unlike the first and second prior arts described above, it is necessary to insert the bolt 1 through the through holes 120a ′ and 320a ′ from the upper surface side of both flanges 120 ′ and 320 ′. Therefore, each nut 2 is accurately positioned concentrically with each through-hole 320a ′ on the lower surface of the first flange 320 ′ inside the large-diameter steel pipe body 310 ′, and is welded and fixed in advance.
Edited by the Architectural Institute of Japan, “Guideline for Construction and Construction of Steel Pipes and Explanation” The Architectural Institute of Japan, December 25, 1998 (2nd edition, fifth print), p. 110-111

しかしながら、本出願人は、この第3の従来技術を実際に製品化して、すべての(図3中、全部で8個の)ナット2を第1のフランジ320’に対して精度よく位置決め溶接することは困難であり、鋼管の接続作業効率が著しく低下することを発見した。   However, the present applicant actually commercializes this third prior art, and positions and welds all (all eight in FIG. 3) nuts 2 to the first flange 320 ′ with high accuracy. It was difficult to find and the steel pipe connection work efficiency was significantly reduced.

すなわち、実際の製品は、必ずしもすべてのナット2が正確に位置決め溶接されていないから、接続作業現場ですべてのボルト1を夫々対応するナット2に螺挿して締め付けることができず、工場でナット2を再度位置決め溶接し直さなければならないことがしばしばあり、鋼管の接続作業効率は、著しく低下する(大径鋼管300’の径が大きくなり、ナット2の数が多い(例えば、18個)場合は特に、この作業効率の低下は顕著である)。   That is, in an actual product, not all nuts 2 are accurately positioned and welded, and therefore, all bolts 1 cannot be screwed into the corresponding nuts 2 and tightened at the connection work site. Often has to be repositioned and welded, and the steel pipe connection work efficiency is significantly reduced (when the diameter of the large diameter steel pipe 300 'increases and the number of nuts 2 is large (for example, 18)). In particular, this reduction in work efficiency is significant).

さらに、第3の従来技術の場合、ナット2を第1のフランジ320’に対して溶接固着する際に、ナット2が高温になるから、ナット2の材質が変質し、鋼管の接続構造の強度が低下し得るという問題がある。また、ボルト1の締付け作業の際、ボルト1を直接回転させて締め付ける必要があるから、ボルトヘッド1aを傷めるおそれがあるという問題がある。   Further, in the case of the third prior art, when the nut 2 is welded and fixed to the first flange 320 ′, the nut 2 becomes high temperature, so that the material of the nut 2 is altered and the strength of the steel pipe connection structure is increased. There is a problem that can be reduced. Further, when the bolt 1 is tightened, it is necessary to directly rotate and tighten the bolt 1, so that there is a problem that the bolt head 1 a may be damaged.

したがって、本発明は、上記ネットを傷める問題、費用が高くなる問題、及び美観を損ねる問題を解決すると同時に、上記鋼管の接続作業効率低下の問題等を解決することを目的とする。   Accordingly, an object of the present invention is to solve the problem of damage to the net, the problem of high cost, and the problem of impairing the aesthetics, and at the same time, the problem of lowering the connection efficiency of the steel pipe.

上記問題点を解決するための本発明の管体の接続構造は、接続側端部(410a)に第1の接続用フランジ部材(420)を固着された第1の管体(400;400’;400’’)と、接続側端部(110b’)に第2の接続用フランジ部材(120’)を固着され、且つ前記第1の管体(400;400’;400’’)より小さい直径を有する第2の管体(100’)とを具備し、前記第1及び第2のフランジ部材(420,120’)が互いに突き合わされた状態で、該各フランジ部材(420,120’)の各貫通穴(420a,120a’)に共通挿通した締結部材(1)により締結されて接続され、前記各フランジ部材(420,120’)の各貫通穴(420a,120a’)の半径方向の配置は、前記第1の管体(400;400’;400’’)の直径(A)と前記第2の管体(100’)の直径(B)との間に位置決めされ、前記第1の管体(400;400’;400’’)の内方位置で且つ前記第1のフランジ部材(420)の近傍位置に、前記締結部材(1)を前記貫通穴(420a)に略対応位置する状態で予め位置決め保持する締結部材保持部材(440,440’,440’’)を設け、前記第1及び第2のフランジ部材(420,120’)が突き合わされたときに、前記第2のフランジ部材(120’)の突き合わせ側とは反対側からの操作により、前記締結部材(1)を前記共通挿通位置まで移動させることにより前記締結が可能となることを特徴とする。   In order to solve the above problems, the tubular body connection structure of the present invention is the first tubular body (400; 400 ′) in which the first connecting flange member (420) is fixed to the connection side end (410a). 400 ″) and a second connecting flange member (120 ′) fixed to the connection side end (110b ′) and smaller than the first tube (400; 400 ′; 400 ″) Each of the flange members (420, 120 ′) in a state where the first and second flange members (420, 120 ′) are abutted with each other. The through holes (420a, 120a ') are fastened and connected by the fastening members (1) that are commonly inserted, and the through holes (420a, 120a') of the flange members (420, 120 ') are connected in the radial direction. The arrangement is the first tube (400 400 ′; 400 ″) and a diameter (B) of the second tube (100 ′), the first tube (400; 400 ′; 400 ″) ) At a position inward of the first flange member (420) and a fastening member holding member (positioned and held in advance in a state substantially corresponding to the through hole (420a)). 440, 440 ′, 440 ″), and when the first and second flange members (420, 120 ′) are abutted, opposite to the abutting side of the second flange member (120 ′) The fastening is enabled by moving the fastening member (1) to the common insertion position by an operation from the side.

好ましくは、前記締結部材保持部材(440,440’,440’’)は、前記締結部材(1)の予め位置決め状態において、該締結部材(1)をその先端部(1b)が第1のフランジ部材(420)の貫通穴(420a)に第1の所定量(P1;P2)だけ挿入された状態に設定する。   Preferably, the fastening member holding member (440, 440 ′, 440 ″) is configured so that the fastening member (1) has a distal end portion (1b) at the first flange when the fastening member (1) is positioned in advance. A state is set in which the first predetermined amount (P1; P2) is inserted into the through hole (420a) of the member (420).

また好ましくは、前記締結部材保持部材(440,440’,440’’)は、前記締結部材(1)の予め位置決め状態において、該締結部材(1)をその先端部(1b)が前記第1のフランジ部材(420)の貫通穴(420a)を貫通して第2の所定量(Q)だけ突出する位置に設定する。   Preferably, the fastening member holding member (440, 440 ′, 440 ″) has the fastening member (1) at the tip end (1b) of the first fastening member (1) in the first positioning state. The flange member (420) is set to a position that penetrates the through hole (420a) and protrudes by a second predetermined amount (Q).

また好ましくは、前記締結部材保持部材(440;400’;400’’)は、前記締結部材(1)の前記第1のフランジ部材(420)の貫通穴に対する軸方向相対位置を可変設定し得る。   Preferably, the fastening member holding member (440; 400 ′; 400 ″) can variably set the axial relative position of the fastening member (1) with respect to the through hole of the first flange member (420). .

また好ましくは、前記締結部材保持部材(440)は、前記第1の管体(400)及び前記第1のフランジ部材(420)の少なくとも一方に固着されたフレーム部材(441)と、前記締結部材(1)を保持し、且つ該フレーム部材(441)に対して前記第1のフランジ部材(420)の貫通穴(420a)の軸方向へ調節的移動可能に取り付けられたホルダ部材(442)とを具備する。   Preferably, the fastening member holding member (440) includes a frame member (441) fixed to at least one of the first tube body (400) and the first flange member (420), and the fastening member. A holder member (442) that holds (1) and is attached to the frame member (441) so as to be adjustable in the axial direction of the through hole (420a) of the first flange member (420). It comprises.

また好ましくは、前記締結部材保持部材(440’’)は、前記第1の管体(400’’)及び前記第1のフランジ部材(420)の少なくとも一方に固着され、前記締結部材(1)を収容保持可能な有底筒状体(446)を具備することを特徴とする管体の接続構造。   Preferably, the fastening member holding member (440 ″) is fixed to at least one of the first tube body (400 ″) and the first flange member (420), and the fastening member (1). A tubular connecting structure comprising a bottomed cylindrical body (446) capable of accommodating and holding a tube.

また好ましくは、前記有底筒状体(446)のうち少なくとも1つはその筒内に弾性体(447)を備え、これにより、前記締結部材(1)の予め位置決め状態において、該弾性体(447)が前記締結部材(1)を付勢して、該締結部材(1)をその先端部(1b)が前記第1のフランジ部材(420)の貫通穴(420a)を貫通して第2の所定量(Q)だけ突出する位置に設定することを特徴とする管体の接続構造。   Preferably, at least one of the bottomed cylindrical bodies (446) includes an elastic body (447) in the cylinder, whereby the elastic body (447) in the pre-positioned state of the fastening member (1). 447) biases the fastening member (1), and the distal end portion (1b) of the fastening member (1) passes through the through hole (420a) of the first flange member (420) and is second. The tube connecting structure is characterized in that it is set at a position protruding by a predetermined amount (Q).

上記問題点を解決する管体の接続方法は、接続側端部(410a)に第1の接続用フランジ部材(420)を固着された第1の管体(400;400’;400’’)と、接続側端部(110b’)に第2の接続用フランジ部材(120’)を固着され、且つ前記第1の管体(400;400’;400’’)より小さい直径を有する第2の管体(100’)とを、前記第1及び第2のフランジ部材(420,120’)を互いに突き合わせた状態で、該各フランジ部材(420,120’)の各貫通穴(420a,120a’)に共通挿通した締結部材(1)により締結し、前記各フランジ部材(420,120’)の各貫通穴(420a,120a’)の半径方向の配置を、前記第1の管体(400;400’;400’’)の直径(A)と前記第2の管体(100’)の直径(B)との間に位置決めするステップと、 前記第1の管体(400;400’;400’’)の内方位置で且つ前記第1のフランジ部材(420)の近傍位置に、前記締結部材(1)を前記貫通穴(420a)に略対応位置する状態で予め位置決め保持する締結部材保持部材(440,440’,440’’)を設けるステップと、前記第1及び第2のフランジ部材(420,120’)を突き合わせるステップと、前記第2のフランジ部材(120’)の突き合わせ側とは反対側からの操作により、前記締結部材(1)を前記共通挿通位置まで移動させて、前記第1及び第2のフランジ部材(420,120’)を締結するステップとを具備することを特徴とする。   The pipe connecting method for solving the above-described problem is the first pipe (400; 400 ′; 400 ″) in which the first connecting flange member (420) is fixed to the connection side end (410a). And a second connecting flange member (120 ′) fixed to the connection side end (110b ′) and having a diameter smaller than that of the first tubular body (400; 400 ′; 400 ″). The pipe body (100 ′) and the first and second flange members (420, 120 ′) face each other, and the through holes (420a, 120a) of the flange members (420, 120 ′). ') Is fastened by a fastening member (1) that is inserted in common, and the radial arrangement of each through hole (420a, 120a') of each flange member (420, 120 ') is the first tubular body (400). 400 ′; 400 ″) diameter (A Positioning between the first tube (400; 400 ′; 400 ″) and the first tube (400; 400 ′; 400 ″). Fastening member holding members (440, 440 ′, 440 ″) that pre-position and hold the fastening member (1) in a state substantially corresponding to the through hole (420a) at a position near the flange member (420). The fastening member is provided by a step of abutting the first and second flange members (420, 120 ') and an operation from the opposite side of the abutting side of the second flange member (120'). And (1) moving to the common insertion position and fastening the first and second flange members (420, 120 ′).

上記問題点を解決する基礎管体は、接続側端部(410a)に第1の接続用フランジ部材(420)を固着された基礎管体(400;400’;400’’)であって、接続側端部(110b’)に第2の接続用フランジ部材(120’)を固着され且つ前記基礎管体(400;400’;400’’)より小さい直径を有する延長用小径管体(100’)が、前記第1及び第2のフランジ部材(420,120’)が互いに突き合わされた状態で該各フランジ部材(420,120’)の各貫通穴(420a,120a’)に共通挿通した締結部材(1)により締結されることにより、接続され、前記各フランジ部材(420,120’)の各貫通穴(420a,120a’)の半径方向の配置は、前記基礎管体(400;400’;400’’)の直径(A)と前記延長用小径管体(100’)の直径(B)との間に位置決めされ、前記基礎管体(400;400’;400’’)の内方位置で且つ前記第1のフランジ部材(420)の近傍位置に、前記締結部材(1)を前記貫通穴(420a)に略対応位置する状態で予め位置決め保持可能な締結部材保持部材(440,440’,440’’)を備え、前記第1及び第2のフランジ部材(420,120’)が突き合わされたときに、前記第2のフランジ部材(120’)の突き合わせ側とは反対側からの操作により、前記締結部材(1)を前記共通挿通位置まで移動させることにより前記締結が可能となることを特徴とする。   The basic tube body that solves the above problem is a basic tube body (400; 400 ′; 400 ″) in which the first connecting flange member (420) is fixed to the connection side end portion (410a). An extension small-diameter tube (100) having a second connecting flange member (120 ′) fixed to the connection-side end (110b ′) and having a smaller diameter than the basic tube (400; 400 ′; 400 ″). ') Is inserted through the through holes (420a, 120a') of the flange members (420, 120 ') in a state where the first and second flange members (420, 120') are abutted with each other. The flanges (420, 120 ′) are connected by being fastened by the fastening members (1), and the radial arrangement of the through holes (420a, 120a ′) of the flange members (420, 120 ′) is the basic pipe body (400; 400). '; 40 '') And a diameter (B) of the extending small diameter tube (100 '), and inward of the basic tube (400; 400'; 400 ''). In addition, fastening member holding members (440, 440 ', which can be positioned and held in advance in a state where the fastening member (1) is positioned substantially corresponding to the through hole (420a) at a position near the first flange member (420). 440 ″), and when the first and second flange members (420, 120 ′) are abutted, by operation from the opposite side of the abutting side of the second flange member (120 ′) The fastening member (1) can be fastened by moving it to the common insertion position.

本発明の管体の接続構造によれば、各フランジ部材の各貫通穴の半径方向の配置が所定位置に位置決めされ、第1の管体の内方位置で且つ第1のフランジ部材の近傍位置に、締結部材を貫通穴に略対応位置する状態で予め位置決め保持する締結部材保持部材を設け、第1及び第2のフランジ部材が突き合わされたときに、第2のフランジ部材の突き合わせ側とは反対側からの操作により、締結部材を共通挿通位置まで移動させることにより締結が可能となるから、以下の利点を有する。   According to the tubular body connection structure of the present invention, the radial arrangement of each through hole of each flange member is positioned at a predetermined position, and is an inward position of the first tubular body and a position in the vicinity of the first flange member. A fastening member holding member that positions and holds the fastening member in a state substantially corresponding to the through hole in advance, and when the first and second flange members are abutted, what is the abutting side of the second flange member? Since the fastening can be performed by moving the fastening member to the common insertion position by an operation from the opposite side, the following advantages are obtained.

(1) 管体の接続構造の構造が簡易であり、且つ第1及び第2のフランジ部材の材料費を低減できるから、管体の接続構造の製造コストを低減し得る。第1及び第2のフランジ部材が第1の管体本体の外周面から半径方向へ突出せず、且つ第1の管体の補強用リブが露出していないから、従来技術と比較して美観を損ねない。また、例えば、本管体の接続構造をゴルフ場等の防球ネットの支持に用いる場合、そのネットを傷める問題を解消し得る。更に、締結部材は、第1の管体の内方位置で予め位置決め保持されるから、上記第3の従来技術の如く、締結部材の締付け作業のやり直しによる管体の接続作業効率低下のおそれはない。   (1) Since the structure of the pipe connection structure is simple and the material cost of the first and second flange members can be reduced, the manufacturing cost of the pipe connection structure can be reduced. Since the first and second flange members do not protrude in the radial direction from the outer peripheral surface of the first tubular body, and the reinforcing ribs of the first tubular body are not exposed, the aesthetics are improved as compared with the prior art. Will not be damaged. In addition, for example, when the connection structure of the main body is used for supporting a ball-proof net such as a golf course, the problem of damaging the net can be solved. Furthermore, since the fastening member is positioned and held in advance at the inward position of the first tubular body, there is a risk that the connection work efficiency of the tubular body may be reduced due to re-tightening of the fastening member as in the third prior art. Absent.

(2) 締結部材保持部材は、締結部材の予め位置決め状態において、該締結部材をその先端部が第1のフランジ部材の貫通穴に第1の所定量だけ挿入された状態に設定するから、上記予め位置決め状態において、締結ボルトのぐらつきを低減し得る。   (2) Since the fastening member holding member sets the fastening member in a state where the front end portion thereof is inserted into the through hole of the first flange member by the first predetermined amount in the positioning state of the fastening member in advance, In the positioning state in advance, the wobbling of the fastening bolt can be reduced.

(3) 締結部材保持部材は、締結部材の予め位置決め状態において、該締結部材をその先端部が第1のフランジ部材の貫通穴を貫通して第2の所定量だけ突出する位置に設定するから、第2のフランジ部材を第1のフランジ部材に突き合わせる際に、その突出した締結部材をガイドにして、第2のフランジ部材を第1のフランジ部材に対する位置決めをし得る。   (3) Since the fastening member holding member is set in a position where the fastening member is positioned in advance, the tip of the fastening member protrudes through the through hole of the first flange member and protrudes by a second predetermined amount. When the second flange member is abutted against the first flange member, the second flange member can be positioned with respect to the first flange member by using the protruding fastening member as a guide.

(4) 締結部材保持部材は、締結部材の第1のフランジ部材の貫通穴に対する軸方向相対位置を可変設定し得るから、上記第1及び第2の所定量は調節自在であり、作業効率を向上し得る。   (4) Since the fastening member holding member can variably set the axial relative position of the fastening member with respect to the through hole of the first flange member, the first and second predetermined amounts can be adjusted, and work efficiency can be improved. It can improve.

(5) 締結部材保持部材は、所定のフレーム部材及びホルダ部材を具備するから、上記締結部材の位置可変設定のための構造を簡易にし得る。
(6) 締結部材保持部材は、締結部材を収容保持可能な有底筒状体を具備するから、その構造を簡易にし得る。
(5) Since the fastening member holding member includes the predetermined frame member and the holder member, the structure for variable position setting of the fastening member can be simplified.
(6) Since the fastening member holding member includes a bottomed cylindrical body capable of accommodating and holding the fastening member, the structure can be simplified.

(7) 上記有底筒状体のうち少なくとも1つは、その筒内に、上記締結部材の第2の所定量の突出を実現する弾性体を備えるから、この突出する締結部材をガイドにして、第2のフランジ部材を第1のフランジ部材に突き合わせる際、第2のフランジ部材の位置決めを失敗して、締結部材の先端部が貫通穴に挿入しない場合、締結部材は、第2のフランジ部材により抑圧されて、弾性体の付勢力に抗して下方へ下降することが可能であるから、締結部材を第2のフランジ部材の貫通穴へ挿通する作業を容易とし、且つ締結部材が第2のフランジ部材を傷める可能性を低減し得る。   (7) Since at least one of the bottomed cylindrical bodies includes an elastic body that realizes the second predetermined amount of protrusion of the fastening member in the cylinder, the protruding fastening member is used as a guide. When the second flange member is butted against the first flange member, if the positioning of the second flange member fails and the distal end portion of the fastening member is not inserted into the through hole, the fastening member is Since it is suppressed by the member and can move downward against the urging force of the elastic body, the operation of inserting the fastening member into the through hole of the second flange member is facilitated, and the fastening member is The possibility of damaging the two flange members can be reduced.

本発明に係る管体の接続構造の第1の実施例を図4乃至図8を使用して説明する。
図5及び図6中、第1の管体としての基礎となる大径鋼管400は大略、所定外径Aを有する鋼管本体410からなり、図6中上方の接続側端部410aに、周方向等分位置の例えば8個の貫通穴420aと、中央貫通穴420bとを有する第1の接続用フランジ420が固着される。補強用リブ430は、大径鋼管本体410の内方の周方向略等分割位置に位置決めされて、第1のフランジ420及び大径鋼管本体410に対して固着される。締結部材としての鋼製締結ボルト1は、例えば割ピンにより留められるピン(図示せず)等他の締結手段でもよい。なお、第1の接続用フランジ420の外径は、大径鋼管本体410の外径Aと略等しいことが好ましい。
A first embodiment of a pipe connection structure according to the present invention will be described with reference to FIGS.
5 and 6, a large-diameter steel pipe 400 serving as a foundation as the first pipe body is generally composed of a steel pipe body 410 having a predetermined outer diameter A, and is connected to the connection side end 410 a in the circumferential direction in FIG. A first connection flange 420 having, for example, eight through holes 420a and a central through hole 420b at equal positions is fixed. The reinforcing rib 430 is positioned at a substantially equally divided position in the inner circumferential direction of the large-diameter steel pipe main body 410 and is fixed to the first flange 420 and the large-diameter steel pipe main body 410. The steel fastening bolt 1 as the fastening member may be other fastening means such as a pin (not shown) fastened by a split pin, for example. The outer diameter of the first connecting flange 420 is preferably substantially equal to the outer diameter A of the large-diameter steel pipe body 410.

図4及び図6中、第2の管体としての延長用小径鋼管400は大略、大径鋼管本体410の内径A’より小さい所定外径B(A’>B)を有する小径鋼管本体110’からなり、図6中下方の接続側端部110b’に、補強用リブ130’により補強され、中央貫通穴120b’を有する第2の接続用フランジ120’が固着される。なお、第2の接続用フランジ120’の外径は、大径鋼管本体410の外径Aと略等しいことが好ましい。   4 and 6, the extended small-diameter steel pipe 400 as the second pipe body is generally a small-diameter steel pipe body 110 ′ having a predetermined outer diameter B (A ′> B) smaller than the inner diameter A ′ of the large-diameter steel pipe body 410. A second connection flange 120 ′ having a central through hole 120b ′ is fixed to the connection side end 110b ′ in the lower part of FIG. The outer diameter of the second connecting flange 120 ′ is preferably substantially equal to the outer diameter A of the large diameter steel pipe body 410.

第1及び第2のフランジ420及び120’は夫々、その半径方向の配置が大径鋼管400の内径A’と小径鋼管100’ の外径Bとの間の位置決めされ、互いに対応する貫通穴420a及び120a’が設けられる。なお、大径鋼管400及び小径鋼管100’は、鋼材以外の他の材料からなってもよい。   The first and second flanges 420 and 120 'are respectively positioned in the radial direction between the inner diameter A' of the large-diameter steel pipe 400 and the outer diameter B of the small-diameter steel pipe 100 ', and corresponding through holes 420a. And 120a ′. The large diameter steel pipe 400 and the small diameter steel pipe 100 ′ may be made of a material other than steel.

図5及び図6中、締結部材保持部材としての締結ボルト保持部材440は大略、リング状フレーム441と、該リング状フレーム441の周方向等分位置に配した、例えば8個のホルダ部材としてのホルダ442とから構成され、ホルダ442は、支持ボルト443、ダブルナット445、及び支持ボルト443の上端に取り付けられるとともに締結ボルト1(この場合、全部で8本)を収容保持可能な有底筒状部444とを具備する。   5 and 6, a fastening bolt holding member 440 as a fastening member holding member is roughly a ring-shaped frame 441 and, for example, eight holder members arranged at circumferentially equal positions of the ring-shaped frame 441. The holder 442 includes a support bolt 443, a double nut 445, and a bottomed cylindrical shape that can be attached to the upper ends of the support bolt 443 and can accommodate and hold the fastening bolts 1 (in this case, a total of eight). Part 444.

リング状フレーム441は、大径鋼管本体410の内方であって第1のフランジ420から比較的近い所定距離離間した位置に、大径鋼管本体410及び補強用リブ430の少なくとも一方に対して溶接固着される。   The ring-shaped frame 441 is welded to at least one of the large-diameter steel pipe main body 410 and the reinforcing rib 430 at a position that is inward of the large-diameter steel pipe main body 410 and is relatively close to the first flange 420 by a predetermined distance. It is fixed.

支持ボルト443は、フレーム441の貫通穴441aに挿通され、ダブルナット445によりフレーム441に対して締結される。なお、貫通穴441aは、有底筒状部444内に収容保持された締結ボルト1の軸方向と第1のフランジ420の貫通穴420aの軸方向が略一致するよう配置される。   The support bolt 443 is inserted into the through hole 441 a of the frame 441 and fastened to the frame 441 by a double nut 445. The through hole 441a is arranged so that the axial direction of the fastening bolt 1 accommodated and held in the bottomed tubular portion 444 substantially coincides with the axial direction of the through hole 420a of the first flange 420.

ホルダ442(支持ボルト443、有底筒状部444)は、ダブルナット445を調節することにより、軸方向へ調節的移動可能である。なお、ホルダ442は、有底筒状部444を備えず、支持ボルト443が、締結ボルト1のボルトヘッド1aを直接支持してもよい(図示せず)。   The holder 442 (support bolt 443, bottomed cylindrical portion 444) can be adjusted and moved in the axial direction by adjusting the double nut 445. The holder 442 may not include the bottomed cylindrical portion 444, and the support bolt 443 may directly support the bolt head 1a of the fastening bolt 1 (not shown).

次に、大径鋼管400及び小径鋼管100’の接続手順について説明する。
ダブルナット445の操作によりホルダ442を図6の位置より更に下方へ移動調節した状態で、ホルダ442の有底筒状部444内に締結ボルト1のボルトヘッド1aを挿入配置する。しかる後、ダブルナット445を調節して、各支持ボルト443を図中上方へ調節移動させ、周方向等分位置の例えば4本の締結ボルト1の先端部1bが、第1のフランジ420の貫通穴420aに、例えばその上端より僅かに沈んだ第1の所定量P1(図5参照)だけ挿入された状態に設定し、残りの4本の締結ボルト1の先端部1bが貫通穴420aを貫通して第2の所定量Q(図5及び図6参照)だけ突出する位置に予め位置決めする。締結ボルト1の先端部1bを貫通穴420aに少なくとも第1の所定量P1だけ挿入することにより、締結ボルト1のぐらつきを防止する効果がある。
Next, the connection procedure of the large diameter steel pipe 400 and the small diameter steel pipe 100 ′ will be described.
The bolt head 1a of the fastening bolt 1 is inserted and disposed in the bottomed cylindrical portion 444 of the holder 442 in a state where the holder 442 is moved and adjusted further downward than the position of FIG. Thereafter, the double nut 445 is adjusted, and each support bolt 443 is adjusted and moved upward in the figure, so that, for example, the front end portions 1b of the four fastening bolts 1 at the circumferentially equal position are penetrated by the first flange 420. For example, the first predetermined amount P1 (see FIG. 5) that is slightly sunk from the upper end of the hole 420a is inserted into the hole 420a, and the tip portions 1b of the remaining four fastening bolts 1 pass through the through hole 420a. Then, it is previously positioned at a position protruding by the second predetermined amount Q (see FIGS. 5 and 6). By inserting the tip 1b of the fastening bolt 1 into the through hole 420a by at least the first predetermined amount P1, there is an effect of preventing the fastening bolt 1 from wobbling.

続いて、小径鋼管100’の第2のフランジ120’を第1のフランジ420に対して、第2のフランジ120’の各貫通穴120a’に締結ボルト1の先端部1bが挿入されるように位置決めして、突き合わす(図6及び図7参照)。   Subsequently, the second flange 120 ′ of the small-diameter steel pipe 100 ′ is inserted into each through hole 120a ′ of the second flange 120 ′ with respect to the first flange 420 so that the tip end portion 1b of the fastening bolt 1 is inserted. Position and abut (see FIGS. 6 and 7).

続いて、図7に示す如く、第2のフランジ100’の突き合わせ側とは反対側(すなわち、図中上方側)から棒磁石480により締結ボルト1を吸引して、同図中矢印の方向へ持ち上げ操作をして、締結ボルト1の先端部1bが第2のフランジ120’を貫通して所定量だけ突出させる。しかる後、図8に示す如く、ワッシャ3を介してナット2により締結ボルト1を締め付け、第1及び第2のフランジ420及び120’を締結して、かくして、小径鋼管100’を大径鋼管400に対して接続する。   Subsequently, as shown in FIG. 7, the fastening bolt 1 is attracted by the bar magnet 480 from the side opposite to the butting side of the second flange 100 ′ (that is, the upper side in the figure), and in the direction of the arrow in the figure. The lifting operation is performed so that the tip 1b of the fastening bolt 1 penetrates the second flange 120 'and protrudes by a predetermined amount. After that, as shown in FIG. 8, the fastening bolt 1 is fastened by the nut 2 through the washer 3, and the first and second flanges 420 and 120 ′ are fastened. Thus, the small diameter steel pipe 100 ′ is replaced with the large diameter steel pipe 400. Connect to.

なお、締結ボルト1は、上記予め位置決め状態において、両貫通穴420a及び100a’に対して挿入されなくともよい。   Note that the fastening bolt 1 may not be inserted into the through holes 420a and 100a 'in the pre-positioned state.

本発明に係る管体の接続構造の第2の実施例を図9を使用して説明する。
図9中、第2の実施例としての第1及び第2の管体の接続構造は大略、締結部材保持部材としてのフレーム440’が、図6に示す第1実施例の締結ボルト保持部材440(フレーム441、ホルダ442)に代えて、用いられる。なお、図9中、図6と同一部分には同一符号を付してその説明を省略すると共に対応する部分には図6の符号に「’」を付して示す。
A second embodiment of the tube connection structure according to the present invention will be described with reference to FIG.
In FIG. 9, the connection structure of the first and second tubular bodies as the second embodiment is roughly the frame 440 ′ as the fastening member holding member, and the fastening bolt holding member 440 of the first embodiment shown in FIG. Instead of (frame 441, holder 442), it is used. In FIG. 9, the same parts as those in FIG. 6 are denoted by the same reference numerals, and the description thereof is omitted.

フレーム440’は、図6のフレーム441と大略同一形状であるが、その上面の周方向例えば8等分位置にリング状突部440a’(直径d)を有し、大径鋼管本体410の内方であって且つ第1のフランジ420の近傍に溶接固着される。各締結ボルト1は、下方のボルトヘッド1aが夫々上記リング状突部440a’内に嵌入され且つ上方のボルト先端部1bが第1のフランジ420の貫通穴420aに所定距離P2だけ挿入されて、位置決めされる。なお、フレーム440’は、例えば補強用リブ430を介して第1のフランジ420に固着される。   The frame 440 ′ has substantially the same shape as the frame 441 in FIG. 6, but has a ring-shaped protrusion 440a ′ (diameter d) in the circumferential direction of the upper surface thereof, for example, at eight equal positions. And is welded to the vicinity of the first flange 420. Each fastening bolt 1 has a lower bolt head 1 a inserted into the ring-shaped protrusion 440 a ′ and an upper bolt tip 1 b inserted into the through hole 420 a of the first flange 420 by a predetermined distance P 2. Positioned. The frame 440 ′ is fixed to the first flange 420 via, for example, a reinforcing rib 430.

なお、締結ボルト1は、上記第1の実施例と同様に棒磁石(図示せず)を用いた操作により、貫通穴120a’に挿通させてもよいし、又は図9に示す如く、締結ボルト1に予め結ばれた例えばひもの様なストリップ状部材490を用い、同図中矢印の方向へ引上げ操作をして、上記共通挿通をしてもよい。   The fastening bolt 1 may be inserted into the through hole 120a ′ by an operation using a bar magnet (not shown) as in the first embodiment, or as shown in FIG. For example, a strip-like member 490, such as a string previously connected to 1, may be used to perform the above-described common insertion by performing a pulling operation in the direction of the arrow in the figure.

その後の大径鋼管400’及び小径鋼管100’の接続手順は大略、上記第1実施例と同様である。   The subsequent connecting procedure of the large-diameter steel pipe 400 'and the small-diameter steel pipe 100' is substantially the same as that in the first embodiment.

本発明に係る管体の接続構造の第3の実施例を図10を使用して説明する。
図10中、第3の実施例としての第1及び第2の管体の接続構造は大略、締結部材保持部材としての締結ボルト保持部材440’’が、図6に示す第1実施例の締結ボルト保持部材440に代えて、用いられる。なお、図10中、図6と同一部分には同一符号を付してその説明を省略すると共に対応する部分には図6の符号に「’’」を付して示す。
A third embodiment of the pipe connection structure according to the present invention will be described with reference to FIG.
In FIG. 10, the connection structure of the first and second tubular bodies as the third embodiment is roughly the fastening bolt holding member 440 ″ as the fastening member holding member is the fastening of the first embodiment shown in FIG. It replaces with the bolt holding member 440 and is used. In FIG. 10, the same parts as those in FIG. 6 are denoted by the same reference numerals, and the description thereof is omitted.

締結ボルト保持部材440’’は、大径鋼管本体410の内方で第1のフランジ420下面に各貫通穴420aと略同心位置で溶接固着された8個の有底筒状体446と、各有底筒状体446に収納された弾性体としてのバネ447とからなる。   The fastening bolt holding member 440 '' includes eight bottomed tubular bodies 446 that are welded and fixed to the lower surface of the first flange 420 at the inner side of the large-diameter steel pipe body 410 at positions substantially concentric with the through holes 420a, It consists of a spring 447 as an elastic body housed in a bottomed cylindrical body 446.

有底筒状体446は、予め締結ボルト1を収容して、第1のフランジ420下面に固着され、このとき、締結ボルト1は、バネ447により付勢されて、その先端部1bが第1のフランジ420の貫通穴420aを貫通して第2の所定量Qだけ図中上方へ突出する。   The bottomed tubular body 446 accommodates the fastening bolt 1 in advance and is fixed to the lower surface of the first flange 420. At this time, the fastening bolt 1 is urged by a spring 447, and the tip 1b thereof is the first. A second predetermined amount Q protrudes upward in the drawing through the through hole 420a of the flange 420.

次に、小径鋼管100’の第2のフランジ120’を第1のフランジ420に突き合わせて、締結ボルト1の突出部を第2のフランジ120’の貫通穴120a’に挿入させるとき、該ボルト突出部がフランジ位置合わせのガイドとなる。このとき仮に、第2のフランジ120’の位置決めを失敗して、締結ボルト1の先端部1bが貫通穴120a’に挿入されない場合、締結ボルト1はバネ447の付勢力に抗して下方へ下降することが可能であるから、締結ボルト1及び第2のフランジ120’を傷めることがない。   Next, when the second flange 120 ′ of the small-diameter steel pipe 100 ′ is butted against the first flange 420 and the protrusion of the fastening bolt 1 is inserted into the through hole 120a ′ of the second flange 120 ′, the bolt protrusion The part serves as a guide for flange alignment. At this time, if the positioning of the second flange 120 ′ fails and the front end portion 1 b of the fastening bolt 1 is not inserted into the through hole 120 a ′, the fastening bolt 1 is lowered downward against the biasing force of the spring 447. Therefore, the fastening bolt 1 and the second flange 120 ′ are not damaged.

大径鋼管400’’及び小径鋼管100’の接続手順は大略、上記第1実施例と同様である。
なお、各筒状体446内部のバネ447は、弾性スポンジ等の他の弾性体でもよい。
The procedure for connecting the large diameter steel pipe 400 ″ and the small diameter steel pipe 100 ′ is substantially the same as that in the first embodiment.
The spring 447 inside each cylindrical body 446 may be another elastic body such as an elastic sponge.

管体の接続構造の第1の従来技術を示すための分解斜視図である。(従来技術1)It is a disassembled perspective view for showing the 1st prior art of the connection structure of a pipe. (Prior art 1) 管体の接続構造の第2の従来技術を示すための分解斜視図である。(従来技術2)It is a disassembled perspective view for showing the 2nd prior art of the connection structure of a tubular body. (Prior art 2) 管体の接続構造の第3の従来技術を示すための分解斜視図である。(従来技術3)It is a disassembled perspective view for showing the 3rd prior art of the connection structure of a tubular body. (Prior art 3) 本発明の管体の接続構造及び接続方法の1実施例を説明するための管体の接続構造の分解斜視図である。(実施例1)BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view of a tube connection structure for explaining one embodiment of a tube connection structure and a connection method of the present invention. Example 1 図4中、第1の管体の斜視図である。(実施例1)FIG. 5 is a perspective view of a first tube body in FIG. 4. Example 1 図4中、I−I線に沿う断面図である。(実施例1)It is sectional drawing which follows the II line | wire in FIG. Example 1 図6中、第1及び第2のフランジを突き合わせた図である。(実施例1)In FIG. 6, it is the figure which faced the 1st and 2nd flange. Example 1 図7中、第1及び第2のフランジを締結部材により締結した図である。(実施例1)In FIG. 7, it is the figure which fastened the 1st and 2nd flange with the fastening member. Example 1 本発明の管体の接続構造及び接続方法の第2の実施例を説明するための管体の接続構造の分解断面図である。(実施例2)It is an exploded sectional view of the connection structure of a tube for explaining the 2nd example of the connection structure and connection method of a tube of the present invention. (Example 2) 本発明の管体の接続構造及び接続方法の第3の実施例を説明するための管体の接続構造の分解断面図である。(実施例3)FIG. 5 is an exploded cross-sectional view of a tube connection structure for explaining a third embodiment of the tube connection structure and connection method of the present invention. (Example 3)

符号の説明Explanation of symbols

1 締結ボルト
100,100’ 延長用小径鋼管
120,120’ 第2の接続用フランジ
400 基礎鋼管
420 第1の接続用フランジ
440,440’,440’’ 締結ボルト保持部材
DESCRIPTION OF SYMBOLS 1 Fastening bolt 100,100 'Extension small diameter steel pipe 120,120' 2nd connection flange 400 Base steel pipe 420 1st connection flange 440,440 ', 440''Fastening bolt holding member

Claims (5)

接続側端部(410a)に第1の接続用フランジ部材(420)を固着された第1の管体(400;400’;400’’)と、接続側端部(110b’)に第2の接続用フランジ部材(120’)を固着され、且つ前記第1の管体(400;400’;400’’)より小さい直径を有する第2の管体(100’)とを具備し、前記第1及び第2のフランジ部材(420,120’)が互いに突き合わされた状態で、該各フランジ部材(420,120’)の各貫通穴(420a,120a’)に共通挿通した締結部材(1)により締結されて接続される管体の接続構造において、
前記各フランジ部材(420,120’)の各貫通穴(420a,120a’)の半径方向の配置は、前記第1の管体(400;400’;400’’)の直径(A)と前記第2の管体(100’)の直径(B)との間に位置決めされ、
前記第1の管体(400;400’;400’’)の内方位置で且つ前記第1のフランジ部材(420)の近傍位置に、前記締結部材(1)を前記貫通穴(420a)に略対応位置する状態で予め位置決め保持する締結部材保持部材(440,440’,440’’)を設け、
前記第1及び第2のフランジ部材(420,120’)が突き合わされたときに、前記第2のフランジ部材(120’)の突き合わせ側とは反対側からの操作により、前記締結部材(1)を前記共通挿通位置まで移動させることにより前記締結が可能となり、
前記締結部材保持部材(440;400’;400’’)は、前記締結部材(1)の前記第1のフランジ部材(420)の貫通穴に対する軸方向相対位置を可変設定し得、
前記締結部材保持部材(440)は、前記第1の管体(400)及び前記第1のフランジ部材(420)の少なくとも一方に固着されたフレーム部材(441)と、前記締結部材(1)を保持し、且つ該フレーム部材(441)に対して前記第1のフランジ部材(420)の貫通穴(420a)の軸方向へ調節的移動可能に取り付けられたホルダ部材(442)とを具備することを特徴とする管体の接続構造。
A first tubular body (400; 400 ′; 400 ″) having a first connecting flange member (420) fixed to the connection side end portion (410a), and a second pipe end on the connection side end portion (110b ′). And a second tubular body (100 ′) having a diameter smaller than that of the first tubular body (400; 400 ′; 400 ″). Fastening members (1) that are inserted through the through holes (420a, 120a ′) of the flange members (420, 120 ′) in a state where the first and second flange members (420, 120 ′) are abutted with each other. In the tube connection structure that is fastened and connected by
The radial arrangement of each through hole (420a, 120a ′) of each flange member (420, 120 ′) is such that the diameter (A) of the first tube body (400; 400 ′; 400 ″) Positioned between the diameter (B) of the second tube (100 ′),
The fastening member (1) is inserted into the through hole (420a) at an inner position of the first pipe body (400; 400 ′; 400 ″) and at a position near the first flange member (420). A fastening member holding member (440, 440 ′, 440 ″) that is positioned and held in advance in a substantially corresponding position is provided,
When the first and second flange members (420, 120 ′) are abutted, the fastening member (1) is operated by an operation from the opposite side of the abutting side of the second flange member (120 ′). Can be fastened by moving to the common insertion position ,
The fastening member holding member (440; 400 ′; 400 ″) can variably set the axial relative position of the fastening member (1) with respect to the through hole of the first flange member (420),
The fastening member holding member (440) includes a frame member (441) fixed to at least one of the first tube body (400) and the first flange member (420), and the fastening member (1). And a holder member (442) attached to the frame member (441) so as to be adjustable and movable in the axial direction of the through hole (420a) of the first flange member (420). A tube connection structure characterized by the following.
請求項1記載の管体の接続構造において、前記締結部材保持部材(440,440’,440’’)は、前記締結部材(1)の予め位置決め状態において、該締結部材(1)をその先端部(1b)が第1のフランジ部材(420)の貫通穴(420a)に第1の所定量(P1;P2)だけ挿入された状態に設定することを特徴とする管体の接続構造。   2. The tube connection structure according to claim 1, wherein the fastening member holding member (440, 440 ′, 440 ″) is configured so that the fastening member (1) is positioned at a tip of the fastening member (1) in a pre-positioned state. A connecting structure for a tubular body, wherein the portion (1b) is set in a state of being inserted by a first predetermined amount (P1; P2) into the through hole (420a) of the first flange member (420). 請求項1又は2に記載の管体の接続構造において、前記締結部材保持部材(440,440’,440’’)は、前記締結部材(1)の予め位置決め状態において、該締結部材(1)をその先端部(1b)が前記第1のフランジ部材(420)の貫通穴(420a)を貫通して第2の所定量(Q)だけ突出する位置に設定することを特徴とする管体の接続構造。   3. The tubular body connection structure according to claim 1, wherein the fastening member holding member (440, 440 ′, 440 ″) is the fastening member (1) in a pre-positioned state of the fastening member (1). Of the tubular body characterized in that the tip portion (1b) passes through the through hole (420a) of the first flange member (420) and protrudes by a second predetermined amount (Q). Connection structure. 請求項1に記載の管体の接続構造において、前記締結部材保持部材(440’’)は、前記第1の管体(400’’)及び前記第1のフランジ部材(420)の少なくとも一方に固着され、前記締結部材(1)を収容保持可能な有底筒状体(444、446)を具備することを特徴とする管体の接続構造。 2. The tubular body connection structure according to claim 1, wherein the fastening member holding member (440 ″) is attached to at least one of the first tubular body (400 ″) and the first flange member (420). A tubular connection structure comprising a bottomed cylindrical body ( 444, 446) that is fixed and capable of accommodating and holding the fastening member (1). 請求項に記載の管体の接続構造において、前記有底筒状体(446)のうち少なくとも1つはその筒内に弾性体(447)を備え、これにより、前記締結部材(1)の予め位置決め状態において、該弾性体(447)が前記締結部材(1)を付勢して、該締結部材(1)をその先端部(1b)が前記第1のフランジ部材(420)の貫通穴(420a)を貫通して第2の所定量(Q)だけ突出する位置に設定することを特徴とする管体の接続構造。 5. The tube connection structure according to claim 4 , wherein at least one of the bottomed cylindrical bodies (446) includes an elastic body (447) in the cylinder, whereby the fastening member (1) In a pre-positioned state, the elastic body (447) urges the fastening member (1), and the fastening member (1) has a tip end (1b) through-hole of the first flange member (420). A connecting structure for tubular bodies, characterized in that it is set at a position penetrating (420a) and projecting by a second predetermined amount (Q).
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