JP4438627B2 - Joining method of mounting plate of flexible joint - Google Patents

Joining method of mounting plate of flexible joint Download PDF

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JP4438627B2
JP4438627B2 JP2005000569A JP2005000569A JP4438627B2 JP 4438627 B2 JP4438627 B2 JP 4438627B2 JP 2005000569 A JP2005000569 A JP 2005000569A JP 2005000569 A JP2005000569 A JP 2005000569A JP 4438627 B2 JP4438627 B2 JP 4438627B2
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hole
joining
flange
joined
mounting plate
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JP2006188850A (en
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亘 太田
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Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
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Description

本発明は、可撓継手の取付け板の接合方法に関し、さらに詳しくは、連結される地下構造体の対向する端面に、周方向に沿って分割体を接合して配設される可撓継手の取付け板を確実かつ容易に、水密性を確保して接合することができる可撓継手の取付け板の接合方法に関するものである。   The present invention relates to a method for joining a mounting plate of a flexible joint, and more particularly, to a flexible joint disposed by joining a divided body along a circumferential direction to opposing end surfaces of connected underground structures. The present invention relates to a method for joining a mounting plate of a flexible joint that can securely and easily join a mounting plate while ensuring water tightness.

従来から、図1に示すような通信ケーブル、ガス管、水道管等を敷設する共同溝、地下道等の地下構造体13は、対向する端面どうしが端面の周方向に配設される取付け板2を有する可撓継手1を用いて連結されている。この可撓継手1によって、地下構造体13に作用する温度変化による伸縮、地盤沈下、地震等によって生じる変位を吸収可能とするとともに、水密性をもって連結する構造となっている。   Conventionally, as shown in FIG. 1, the underground structure 13 such as a common groove for laying a communication cable, a gas pipe, a water pipe or the like, an underground passage, and the like is attached to the mounting plate 2 in which opposing end faces are arranged in the circumferential direction of the end faces. Are connected using a flexible joint 1 having With this flexible joint 1, it is possible to absorb displacement caused by expansion and contraction due to temperature changes acting on the underground structure 13, ground subsidence, earthquakes, and the like, and the structure is connected with water tightness.

地下構造体13が大規模になると取付け板2も大型になり、輸送や施工スペース等の制約から、図1に示すように例えば、4つに分割された分割体2a〜2dを地下構造体13の対向する端面の周方向に沿って、接合部Sでそれぞれ接合する構造として、施工現場で組み立てるようにしている(例えば、特許文献1参照)。特許文献1においては、分割体どうしが接続金具を介して周方向に締結ボルトで締結接合されるようになっている。   When the underground structure 13 becomes large, the mounting plate 2 also becomes large. Due to restrictions on transportation and construction space, for example, the divided structures 2a to 2d divided into four parts are divided into the underground structure 13 as shown in FIG. As a structure to be joined at the joining portion S along the circumferential direction of the opposing end surfaces, the assembly is performed at the construction site (see, for example, Patent Document 1). In Patent Document 1, the divided bodies are fastened and joined with fastening bolts in the circumferential direction via connecting fittings.

また、別の可撓継手の構造を図6〜7に示す。図6は図1におけるA−A断面に相当する縦断面図であり、図7は図6のC矢視図である。図6に示す縦断面においては、連結される地下構造体13のそれぞれの対向する端面に取付け板2を設け、この取付け板2の内周面に伸縮ゴム4を押え金具5を介してアンカー6を有する固定ボルト7で固定して、地下構造体13、13の対向する端面どうしを連結するようにしている。   Moreover, the structure of another flexible joint is shown in FIGS. 6 is a longitudinal sectional view corresponding to the AA section in FIG. 1, and FIG. 7 is a view taken in the direction of arrow C in FIG. In the longitudinal cross section shown in FIG. 6, the mounting plate 2 is provided on each opposing end surface of the underground structure 13 to be connected, and the elastic rubber 4 is attached to the inner peripheral surface of the mounting plate 2 via the presser fitting 5 and the anchor 6. It fixes with the fixing volt | bolt 7 which has, and connects the end surfaces which the underground structures 13 and 13 oppose.

この際に、図7に示すように、地下構造体13、13の対向する端面に周方向に沿って接合される分割体2a、2bは、周方向の接合面をフランジ状に形成して、このフランジ状部3a、3bどうしを当接させて、フランジ状部3a、3bに設けた貫通孔に挿通させた締結ボルト10にナット11を螺合して締結接合されていた。   At this time, as shown in FIG. 7, the divided bodies 2a and 2b joined along the circumferential direction to the opposing end surfaces of the underground structures 13 and 13 are formed with a circumferential joint surface in a flange shape, The flange-like portions 3a and 3b are brought into contact with each other, and a nut 11 is screwed into a fastening bolt 10 inserted through a through hole provided in the flange-like portions 3a and 3b.

以上のような、従来の取付け板2の接合方法では、水密性を確保するためには、締結ボルト10とナット11による接合に加えて、フランジ状部3a、3bどうしの接合面の継目およびフランジ部3a、3bと締結ボルト10およびナット11との当接継目を水密溶接する必要があった。   In the conventional joining method of the mounting plate 2 as described above, in order to ensure watertightness, in addition to joining with the fastening bolt 10 and the nut 11, the joint and flange of the joining surfaces of the flange-like portions 3 a and 3 b It was necessary to perform watertight welding of the contact seams between the parts 3a and 3b, the fastening bolt 10 and the nut 11.

しかしながら、フランジ状部3a、3bと締結ボルト10およびナット11との当接継目は、形状が複雑なので高い溶接技術が必要となり、水密性の確保が困難であった。また、溶接に多くの時間を要するため施工効率が悪いという問題があった。
特開平8−284186号公報
However, the contact seams between the flange-like portions 3a and 3b, the fastening bolts 10 and the nuts 11 are complicated in shape, so that a high welding technique is required and it is difficult to ensure water tightness. Moreover, since much time was required for welding, there was a problem that construction efficiency was bad.
JP-A-8-284186

本発明の目的は、連結される地下構造体の対向する端面に、周方向に沿って分割体を接合して配設される可撓継手の取付け板を確実かつ容易に、水密性を確保して接合することができる可撓継手の取付け板の接合方法を提供することにある。   It is an object of the present invention to ensure a watertight property of a flexible joint mounting plate disposed by joining a divided body along a circumferential direction to opposite end surfaces of connected underground structures. It is an object of the present invention to provide a method of joining a mounting plate of a flexible joint that can be joined together.

上記目的を達成するため本発明の可撓継手の取付け板の接合方法は、連結される地下構造体のそれぞれの対向端面に、該端面周方向に沿って複数の分割体を接合して配設される可撓継手の取付け板の接合方法において、前記それぞれの分割体は前記接合する接合面をフランジ状に形成するとともに、前記接合した際に連通する貫通孔を前記フランジ状部に有し、前記接合する分割体の前記フランジ状部どうしを当接させて前記貫通孔に締結ボルトを挿通し、締結ナットを螺合して締結接合し、前記接合面の継目を水密溶接し、該水密溶接後に前記締結ボルトおよびナットを取り外すとともに、前記貫通孔に丸棒を挿入して、該丸棒と前記貫通孔とのすき間を水密溶接することを特徴とするものである。   In order to achieve the above object, the method for joining the mounting plates of the flexible joint of the present invention is arranged by joining a plurality of divided bodies along the circumferential direction of each end face of each of the connected underground structures. In the joining method of the mounting plate of the flexible joint, each of the divided bodies has a joining surface to be joined formed in a flange shape, and has a through hole in the flange-like portion that communicates when joined. The flange-shaped parts of the divided bodies to be joined are brought into contact with each other, a fastening bolt is inserted into the through hole, a fastening nut is screwed and fastened and joined, and a seam of the joining surface is watertight welded, the watertight welding The fastening bolt and nut are removed later, and a round bar is inserted into the through hole, and the gap between the round bar and the through hole is watertight welded.

本発明の可撓継手の取付け板の接合方法によれば、連結される地下構造体のそれぞれの対向端面に、この端面周方向に沿って複数の分割体を接合して配設される可撓継手の取付け板の接合方法において、それぞれの分割体は接合する接合面をフランジ状に形成するとともに、接合した際に連通する貫通孔をフランジ状部に有し、接合する分割体のフランジ状部どうしを当接させて貫通孔に締結ボルトを挿通し、締結ナットを螺合して締結接合するいわば仮接合によって、取付け位置や取付け歪の除去等の調整が可能となる。   According to the flexible joint mounting plate joining method of the present invention, a plurality of divided bodies are joined to the opposing end faces of the underground structures to be connected along the circumferential direction of the end face. In the joining method of the joint mounting plate, each divided body has a flange-shaped joint surface to be joined, and has a through hole in the flange-like portion that communicates when joined. It is possible to adjust the attachment position and the removal of the attachment distortion by so-called temporary joining by bringing the fastening bolts into contact with each other and inserting the fastening bolts into the through holes and screwing and fastening the fastening nuts.

この締結接合した状態で、接合面の継目を水密溶接することで、水密性を確保して接合できる。また、この水密溶接後に締結ボルトおよびナットを取り外すとともに、貫通孔に丸棒を挿入して、この丸棒と貫通孔とのすき間を水密溶接するので、形状が複雑で水密性を確保することが困難となり、時間も要する締結ボルトおよびナットとフランジ状部との当接継目よりも形状が単純な丸棒を用いることによって、水密性の確保が容易となり、作業時間も短縮でき、作業効率を向上させることが可能となる。   In this fastened and joined state, the joint of the joint surfaces is watertight welded to ensure watertightness and join. In addition, the fastening bolt and nut are removed after this watertight welding, and a round bar is inserted into the through hole, and the gap between this round bar and the through hole is watertight welded, so the shape is complex and watertightness can be ensured. Using a round bar with a simpler shape than the abutting seam between the fastening bolt and nut and the flange-shaped part, which is difficult and time consuming, makes it easier to ensure watertightness, shortening work time, and improving work efficiency It becomes possible to make it.

以下、本発明の可撓継手の取付け板の接合方法を図に示した実施形態に基づいて説明する。尚、従来例と同一構成要素には、同一の符号を付している。   Hereinafter, the joining method of the attachment plate of the flexible joint of the present invention will be described based on the embodiments shown in the drawings. In addition, the same code | symbol is attached | subjected to the same component as a prior art example.

図2は、この実施形態の可撓継手1が、連結される筒状の地下構造体の端面どうしを連結している状態を示している。可撓継手1は、取付け板2と伸縮ゴム4とを備え、連結される地下構造体13のそれぞれの対向する端面に取付け板2を固設するとともに、目地材8を挟み込んでいる。この取付け板2の内周面に伸縮ゴム4を押え金具5を介してアンカー6を有する固定ボルト7で固定して、地下構造体13、13の対向する端面どうしを連結するようにしている。   FIG. 2 shows a state in which the flexible joint 1 of this embodiment connects end surfaces of the cylindrical underground structures to be connected. The flexible joint 1 includes a mounting plate 2 and a stretchable rubber 4. The mounting plate 2 is fixed to each facing end surface of the connected underground structure 13, and a joint material 8 is sandwiched between the flexible joint 1. The elastic rubber 4 is fixed to the inner peripheral surface of the mounting plate 2 with a fixing bolt 7 having an anchor 6 through a presser fitting 5 so that the opposing end surfaces of the underground structures 13 and 13 are connected to each other.

この連結構造によって、伸縮ゴム4が地下構造体13に作用する温度変化による伸縮、地盤沈下、地震等によって生じる変位を吸収可能とし、かつ、水密性を保つようにしている。   With this connection structure, the elastic rubber 4 can absorb displacement caused by expansion and contraction due to temperature changes, ground subsidence, earthquakes and the like acting on the underground structure 13, and the water tightness is maintained.

地下構造体13が大型化すると、図1で示したように、取付け体2が分割体2a〜2dで構成され、地下構造体13の対向する端面に、この端面の周方向に沿って環状に接合されるようになる。したがって、水密性を確保するために、この分割体2a〜2dどうしの接合にも水密性が要求される。尚、分割体2a〜2dの数は、地下構造体13の大きさ等に応じて適宜、決定される。   When the underground structure 13 is increased in size, as shown in FIG. 1, the attachment body 2 is composed of divided bodies 2 a to 2 d, and is annularly formed on the opposing end surfaces of the underground structure 13 along the circumferential direction of the end surfaces. It comes to be joined. Therefore, in order to ensure water tightness, water tightness is also required for joining of the divided bodies 2a to 2d. In addition, the number of the division bodies 2a-2d is suitably determined according to the magnitude | size etc. of the underground structure 13.

本発明では、図3、図4に実施形態で示すように、分割体2a、2bの接合を行う。それぞれの分割体2a、2bは、互いに周方向の接合面をフランジ状に形成して、フランジ状部3a、3bを有している。このフランジ状部3a、3bには貫通孔9、9が設けられており、分割体2a、2bを接合するために、互いのフランジ状部3a、3bを当接すると貫通孔9、9どうしが連通するようになっている。   In the present invention, as shown in the embodiment in FIGS. 3 and 4, the divided bodies 2 a and 2 b are joined. Each division body 2a, 2b forms the joint surface of the circumferential direction in the flange shape, and has flange-shaped part 3a, 3b. The flange-like portions 3a and 3b are provided with through-holes 9 and 9. When the flange-like portions 3a and 3b are brought into contact with each other in order to join the divided bodies 2a and 2b, the through-holes 9 and 9 are connected to each other. It comes to communicate.

以下、分割体2a、2bを周方向に接合して取付け板2を地下構造体13の対向する端面に配設する方法を説明する。まず、互いに接合する分割体2a、2bのフランジ状部3a、3bを当接させて、貫通孔9、9を連通させる。ここで、貫通孔9、9に締結ボルト10を挿通するとともに、締結ナット11を螺合して分割体2a、2bどうしを締結接合する。これは、最終的な接合ではなく、仮接合の状態である。   Hereinafter, a method of joining the divided bodies 2a and 2b in the circumferential direction and disposing the mounting plate 2 on the opposing end surfaces of the underground structure 13 will be described. First, the flanges 3a and 3b of the divided bodies 2a and 2b that are joined to each other are brought into contact with each other so that the through holes 9 and 9 communicate with each other. Here, the fastening bolt 10 is inserted into the through holes 9 and 9 and the fastening nut 11 is screwed to fasten and join the divided bodies 2a and 2b. This is not a final bonding but a temporary bonding state.

したがって、地下構造体13のコンクリートを打設に応じて、取付け板2を順次、地下構造体13の対向する端面に固設しつつ、周方向に接合してゆく際に、取付け位置や取付け歪の除去等の調整が可能となる。これにより、水密性の確保が容易になる。   Accordingly, when the concrete of the underground structure 13 is placed and the attachment plate 2 is sequentially fixed to the opposing end surfaces of the underground structure 13 and joined in the circumferential direction, the attachment position and the attachment distortion It is possible to make adjustments such as removal. This makes it easy to ensure water tightness.

この仮接合の状態で、分割体2a、2bの接合面、即ち、フランジ状部3a、3bの周縁部の継目を水密溶接する。この水密溶接で、分割体2a、2bの接合面の水密性が確保される。   In this temporarily joined state, the joint surfaces of the divided bodies 2a and 2b, that is, the joints of the peripheral portions of the flange-like portions 3a and 3b are watertight welded. With this watertight welding, the watertightness of the joint surfaces of the divided bodies 2a and 2b is ensured.

次に、締結ボルト10およびナット11を取り外す。そして、図4に示すように貫通孔9に、貫通孔9とほぼ同径の丸棒12を挿入し、この丸棒12の外周面と貫通孔9の内周面とのすき間を埋めるように、水密溶接をする。   Next, the fastening bolt 10 and the nut 11 are removed. Then, as shown in FIG. 4, a round bar 12 having the same diameter as that of the through hole 9 is inserted into the through hole 9 so that the gap between the outer peripheral surface of the round bar 12 and the inner peripheral surface of the through hole 9 is filled. , Watertight welding.

この実施形態では、丸棒12が両フランジ状部3a、3bから突出する長さを有しており、丸棒12の外周面と貫通孔9の内周面とのすき間は、隅肉溶接部Wで水密性が保たれて、分割体2a、2bどうしは、水密性を保って接合される。   In this embodiment, the round bar 12 has a length protruding from both flange-like parts 3a and 3b, and the gap between the outer peripheral surface of the round bar 12 and the inner peripheral surface of the through hole 9 is a fillet welded part. Watertightness is maintained by W, and the divided bodies 2a and 2b are joined together while maintaining watertightness.

このすき間は、締結ボルト10やナット11とフランジ状部3a、3bとの当接継目のように複雑ではなく、単純な形状となるので、水密溶接が容易で水密性を確保し易く、作業時間も短時間で足りるので、作業効率を向上させることができる。   This gap is not as complicated as the contact seam between the fastening bolt 10 or the nut 11 and the flange-like portions 3a and 3b, and has a simple shape. Therefore, water-tight welding is easy and water-tightness is easily secured, and the working time is reduced. However, since it is sufficient in a short time, work efficiency can be improved.

この手順で、すべての分割体を接合することで、地下構造体13の対向する端部どうしが水密性を確保して連結可能となる。   By joining all the divided bodies in this procedure, the opposite end portions of the underground structure 13 can be connected while securing water tightness.

図5に、丸棒12を貫通孔9に挿入して水密溶接されている状態の他の例を断面図で示す。この丸棒12は、その長さを接合した両フランジ状部3a、3bの総厚み以下とし、両端に例えば、2C〜3C程度の開先をとっている。   FIG. 5 is a cross-sectional view showing another example of a state in which the round bar 12 is inserted into the through hole 9 and is watertightly welded. The round bar 12 has a length equal to or less than the total thickness of both flange-like portions 3a and 3b joined, and has a groove of about 2C to 3C at both ends, for example.

そして、丸棒12の両端が両フランジ状部3a、3bから突出しないように配置されて、両端の開先と貫通孔9の内周面とのすき間を水密溶接して、溶接部Wで水密性が確保される。丸棒12をこの形状にすることで、さらに確実かつ容易に水密溶接ができる。   Then, both ends of the round bar 12 are arranged so as not to protrude from both flange-like portions 3a and 3b, and the gap between the groove at both ends and the inner peripheral surface of the through hole 9 is watertight welded. Sex is secured. By making the round bar 12 into this shape, watertight welding can be performed more reliably and easily.

尚、丸棒は中実丸棒でも、中空丸棒でもよく、厳密に横断面が円形ではなく、略円形や小さな凹凸があってもよく、これらも丸棒を意味するものとする。   The round bar may be a solid round bar or a hollow round bar. The cross section is not strictly circular, and may be substantially circular or small irregularities, and these also mean round bars.

可撓継手が取付けられている地下構造体の端面を例示する正面図である。It is a front view which illustrates the end surface of the underground structure to which the flexible joint is attached. 図1のA―A断面図である。It is AA sectional drawing of FIG. 図2のB矢視図である(フランジ状部どうしが締結ボルトとナットで仮止めされている状態)。FIG. 3 is a view taken in the direction of arrow B in FIG. 2 (a state in which flange-like portions are temporarily fixed with fastening bolts and nuts). 図3において、接合面の継目が水密溶接された後、締結ボルトとナットを丸棒に置き換えて、貫通孔に挿入し、水密溶接されている状態を示す説明図である。In FIG. 3, after the joint of the joint surface is water-tight welded, it is an explanatory view showing a state where the fastening bolt and the nut are replaced with a round bar and inserted into a through hole and water-tight welded. 丸棒を貫通孔に挿入し、水密溶接されている状態の他の例を示す断面図である。It is sectional drawing which inserts a round bar into a through-hole, and shows the other example of the state currently watertightly welded. 従来の可撓継手の縦断面図である(図1におけるA―A断面図に相当)。It is a longitudinal cross-sectional view of the conventional flexible joint (equivalent to AA cross-sectional view in FIG. 1). 図6のC矢視図である。It is C arrow line view of FIG.

符号の説明Explanation of symbols

1 可撓継手
2 取付け板 2a〜2d 分割体
3、3a、3b フランジ状部
4 伸縮ゴム
5 押え金具
6 アンカー
7 固定ボルト
8 目地材
9 貫通孔
10 締結ボルト
11 締結ナット
12 丸棒
13 地下構造体
DESCRIPTION OF SYMBOLS 1 Flexible joint 2 Mounting plate 2a-2d Divided body 3, 3a, 3b Flange-shaped part 4 Elastic rubber 5 Pressing metal fitting
6 Anchor 7 Fixing bolt 8 Joint material 9 Through hole 10 Fastening bolt 11 Fastening nut 12 Round bar 13 Underground structure

Claims (2)

連結される地下構造体のそれぞれの対向端面に、該端面周方向に沿って複数の分割体を接合して配設される可撓継手の取付け板の接合方法において、前記それぞれの分割体は前記接合する接合面をフランジ状に形成するとともに、前記接合した際に連通する貫通孔を前記フランジ状部に有し、前記接合する分割体の前記フランジ状部どうしを当接させて前記貫通孔に締結ボルトを挿通し、締結ナットを螺合して締結接合し、前記接合面の継目を水密溶接し、該水密溶接後に前記締結ボルトおよびナットを取り外すとともに、前記貫通孔に丸棒を挿入して、該丸棒と前記貫通孔とのすき間を水密溶接することを特徴とする可撓継手の取付け板の接合方法。   In the joining method of the mounting plate of the flexible joint, which is provided by joining a plurality of divided bodies along the circumferential direction of the end surface to each facing end surface of the underground structure to be connected, each of the divided bodies is the above-mentioned A joining surface to be joined is formed in a flange shape, and a through hole communicating with the joined portion is formed in the flange-like portion, and the flange-like portions of the divided bodies to be joined are brought into contact with each other to form the through-hole. Insert the fastening bolt, screw and fasten the fastening nut, join the joint of the joint surface with watertight, remove the fastening bolt and nut after the watertight welding, and insert the round bar into the through hole A method for joining a mounting plate of a flexible joint, characterized in that a gap between the round bar and the through hole is watertightly welded. 前記丸棒は、その長さを前記接合した両フランジ状部の総厚み以下とし、両端に開先をとり、前記貫通孔に挿入した際に前記両端の開先と前記貫通孔の内周面とのすき間を水密溶接する請求項1に記載の可撓継手の取付け板の接合方法。   The round bar has a length equal to or less than the total thickness of the joined flange-like portions, takes a groove at both ends, and when inserted into the through hole, the groove at the both ends and the inner peripheral surface of the through hole The joining method of the attachment board of a flexible joint of Claim 1 which water-tightly welds the clearance gap between these.
JP2005000569A 2005-01-05 2005-01-05 Joining method of mounting plate of flexible joint Expired - Fee Related JP4438627B2 (en)

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