JP2002180537A - Sealed construction for open end portion of pipe structure - Google Patents

Sealed construction for open end portion of pipe structure

Info

Publication number
JP2002180537A
JP2002180537A JP2000375314A JP2000375314A JP2002180537A JP 2002180537 A JP2002180537 A JP 2002180537A JP 2000375314 A JP2000375314 A JP 2000375314A JP 2000375314 A JP2000375314 A JP 2000375314A JP 2002180537 A JP2002180537 A JP 2002180537A
Authority
JP
Japan
Prior art keywords
opening
plate
open end
elastic
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2000375314A
Other languages
Japanese (ja)
Other versions
JP3675713B2 (en
Inventor
Kazuhito Iwabuchi
和仁 岩渕
Tomiji Yamabe
東海士 山辺
Yasuhiro Itasaka
康裕 板坂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BRIDGESTONE IPE KK
Kuraray Plastics Co Ltd
Sanwa Koki Co Ltd
Original Assignee
BRIDGESTONE IPE KK
Kuraray Plastics Co Ltd
Sanwa Koki Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by BRIDGESTONE IPE KK, Kuraray Plastics Co Ltd, Sanwa Koki Co Ltd filed Critical BRIDGESTONE IPE KK
Priority to JP2000375314A priority Critical patent/JP3675713B2/en
Publication of JP2002180537A publication Critical patent/JP2002180537A/en
Application granted granted Critical
Publication of JP3675713B2 publication Critical patent/JP3675713B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a sealed construction for an open end portion which does not require a complicated work control different from the case of using an adhesive, is not governed by working environment such as weather or work at a high place, permits simple attachment or detachment, and being capable of stably maintaining airtightness over a long period of time while offering low-cost and simple configuration. SOLUTION: A joint plate 6 is fixed by welding in a state of fitting to a slotted portion formed at each end portion of a diagonal member 4 of a steel tower. To an almost semi-circular-shaped opening divided by a front surface 6b and a rear surface 6c of the joint plate 6 and an inner wall surface, an inner side plate 14 and an elastic plate 13 are inserted, and an outer side plate 12 comes into contact with the end edge of the opening. A tightening bolt 11 is sequentially inserted to both the through- holes of the outer side plate 12 and the elastic plate 13, a male threaded portion of the tightening bolt 11 is screwed to the female threaded portion of the inner side plate 14, the elastic plate 13 is compressed by strongly tightening the tightening bolt 11, the volume is moved in a radial direction and tightly adhered to the inner surface of the diagonal member 4 and the opening is sealed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、管構造物の開口端
部、例えば、送電・通信用の鉄塔や橋梁等鋼管トラス構
造物の骨組部材を接合する管材において継手の接合端部
に形成された開口部を密閉するのに好適な開口端部密閉
構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an open end of a pipe structure, for example, a pipe material for connecting a frame member of a steel pipe truss structure such as a power transmission / communication tower or a bridge, to a joint end of a joint. The present invention relates to an opening end sealing structure suitable for sealing an opened portion.

【0002】[0002]

【従来の技術】送電・通信用の鉄塔や橋梁を構築するの
に、多数の管材、例えば鋼管を連結して目的物を組み立
てるのが一般的である。図8を用いて送電・通信用の鉄
塔の構成を説明すると、地中内の強固な地盤上に構築さ
れたコンクリート基礎部材1に主柱材2が立設される。
この主柱材2は、腹材と称される水平材3および複数の
斜材4とにより補強されている。このうち、管材よりな
る水平材3の各端部は、主柱材2の各内側に固着された
ガセットプレート5に継手プレート6を介してボルト・
ナットにより連結され、同じく管材よりなる斜材4の一
端部は、主柱材2の各内方側に固着されたガセットプレ
ート5に継手プレート6を介してボルト・ナットにより
連結され、斜材4の他端は、1対の主柱材2の中間に配
設される中継プレート7に継手プレート6を介してボル
ト・ナットにより連結されている。上記のような継手プ
レート6が取付けられた鉄塔用鋼管部材は、溶融メッキ
処理を施す必要があることから、水平材3、斜材4であ
る鋼管の端部は、開放した状態であり、そのため、鉄塔
構築後に、鋼管内部に鳥が侵入して巣を作り、また風に
よる笛吹き音が発生する等の問題がある。
2. Description of the Related Art In order to construct a power transmission / communication tower or bridge, it is common to connect a large number of pipes, for example, steel pipes, to assemble an object. The configuration of a power transmission / communication tower will be described with reference to FIG. 8. A main pillar 2 is erected on a concrete foundation member 1 built on solid ground in the ground.
The main pillar 2 is reinforced by a horizontal member 3 called a web member and a plurality of diagonal members 4. Of these, each end of the horizontal member 3 made of a tubular member is connected to a gusset plate 5 fixed to each inner side of the main column member 2 via a joint plate 6 with bolts and bolts.
One end of a diagonal member 4, which is connected by a nut and is also made of a tubular material, is connected to a gusset plate 5 fixed to each inner side of the main pillar 2 by a bolt and nut via a joint plate 6. Is connected to a relay plate 7 provided in the middle of the pair of main pillars 2 by bolts and nuts via a joint plate 6. Since the steel pipe member for a steel tower to which the above-described joint plate 6 is attached needs to be subjected to a hot-dip plating process, the ends of the steel pipes as the horizontal member 3 and the diagonal member 4 are in an open state. After construction of the tower, there are problems such as birds entering the steel pipe to form a nest, and whistling noise caused by wind.

【0003】これらの問題を解決するために、従来か
ら、鋼管の開口を塞ぐ種々のものが提案されている。そ
の第1の従来例として、特開平9−119235号に
「鋼管構造物の骨組部材を接合する継手プレートの接合
端部に形成される開口部に接合端部側から開口の内径よ
り若干大きく厚肉のゴム等の弾性体を圧入させて密に嵌
合させてなる開口端部密閉構造」が提案されている。ま
た、第2の従来例として、「鋼管の両端開口部から軸線
方向に突出し且つ該開口部を直線的に分割する板状の継
手プレートと、この継手プレートの表裏と鋼管の内周縁
で包囲された口部を各別に気密状態で被蓋する蓋体を具
備する鋼管端部の密閉構造において、蓋体をゴム等の弾
性変形容易な素材、例えば、エチレンプロピレンターポ
リマー(EPTゴム)または塩化ビニール等の弾性合成
樹脂で形成し、前記蓋体に接着力および気密性を確保す
るための接着剤を塗布し、前記鋼管の端縁部に外挿する
開口端部密閉構造が提案されている。
[0003] In order to solve these problems, various devices for closing the opening of a steel pipe have been proposed. As a first conventional example, Japanese Patent Application Laid-Open No. Hei 9-119235 discloses that an opening formed at a joint end of a joint plate for joining a frame member of a steel pipe structure has a thickness slightly larger than the inner diameter of the opening from the joint end side. An open end sealing structure in which an elastic body such as meat rubber or the like is press-fitted and fitted tightly is proposed. In addition, as a second conventional example, a plate-shaped joint plate that protrudes in the axial direction from both end openings of a steel pipe and divides the opening linearly, is surrounded by the front and back surfaces of the joint plate and the inner peripheral edge of the steel pipe. In the closed structure at the end of the steel pipe, which has a lid for individually covering the mouth portions in an airtight state, the lid is made of a material easily elastically deformable such as rubber, for example, ethylene propylene terpolymer (EPT rubber) or vinyl chloride. An open end sealing structure is proposed which is formed of an elastic synthetic resin such as that described above, an adhesive is applied to the lid to ensure adhesive force and airtightness, and the external end is extrapolated to the edge of the steel pipe.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記第
1の従来例のように、ゴム等の弾性部材を、鋼管端部に
圧入したときに生じる弾性体自体の反力による密閉方法
の場合、弾性体の両端が拘束されないために、弾性体を
鋼管内部に挿入した時に生じた反力は、時間的経過と共
に両端側に逃げるように変形することにより応力緩和に
よる反力低下が発生して目的とする長期に亘る密閉力が
失われ、遂には蓋の脱落に至ることさえあり得る。ま
た、上記第2の従来例のように、弾性体を鋼管端部に接
着剤で接着する方法の場合、上記第1の方法の場合の問
題はほぼ解消されるが、接着前処理が厄介であり、接着
剤の濃度、接着剤の塗布方法等作業管理が必要であると
共に作業環境においても、屋外作業が殆どであることか
らその作業時の天候に大きく左右され、高所での作業が
困難であったり、弾性蓋の着脱が不可能ないし困難であ
るため必要な点検等が行えない、といった問題がある。
本発明は、上述のような問題点に鑑みてなされたもの
で、その目的とするところは、接着剤を用いる場合のよ
うな複雑な作業管理が不要で、天候や高所作業などの作
業環境に左右されることがなく、簡単に着脱が容易で、
安価で簡素な構成でありながら長期に亘り安定的に気密
性を保持し得る管構造物の開口端部密閉構造を提供する
ことができる。
However, in the case of the sealing method based on the reaction force of the elastic body itself generated when the elastic member such as rubber is pressed into the end of the steel pipe, as in the first conventional example, the elasticity is low. Since the ends of the body are not restrained, the reaction force generated when the elastic body is inserted into the steel pipe deforms so as to escape to both ends with the passage of time, and the reaction force decreases due to stress relaxation. The long-term sealing force is lost, and even the lid may fall off. Further, in the case of the method of bonding the elastic body to the end of the steel pipe with an adhesive as in the second conventional example, the problem of the first method is almost eliminated, but the pre-bonding treatment is troublesome. Yes, work management such as adhesive concentration, adhesive application method, etc. is necessary, and even in the work environment, outdoor work is mostly done, so it is greatly affected by the weather at the time of work, making it difficult to work at high places In addition, there is a problem that necessary inspections and the like cannot be performed because the attachment or detachment of the elastic lid is impossible or difficult.
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and has as its object to eliminate the need for complicated work management such as the case of using an adhesive, and work environment such as weather and work at a high place. It is easy to attach and detach easily without being affected by
It is possible to provide a closed structure for an open end of a tubular structure that can maintain airtightness stably for a long period of time while having a simple configuration at a low cost.

【0005】[0005]

【課題を解決するための手段】請求項1に記載の発明
は、上記の目的を達成するために、管構造物を構成する
管材の開口端部を密閉する開口端部密閉構造において、
気密性を有する弾性部材を、第1の硬質部材と第2の硬
質部材とで挟んで前記開口内に挿入した状態で圧縮する
ことにより前記管材の開口内面に向けて前記弾性部材の
体積を移動させて前記開口端部を密閉し得るように構成
したことを特徴とするものである。請求項2に記載の発
明は、上記の目的を達成するために、管構造物を構成す
る管材の開口端部を密閉する開口端部密閉構造におい
て、締付ボルトと、前記締付ボルトが挿通される貫通孔
が穿設され、前記開口端部に当接される平板状の第1の
硬質部材と、前記締付ボルトが挿通される貫通孔が穿設
され、前記開口内に緩く嵌入し得る外形を呈し、気密性
を有する厚肉平板状の弾性部材と、前記締付ボルトの雄
ねじ部と螺合する雌ねじ部が付設され、前記開口内に緩
く嵌入し得る外形を呈する平板状の第2の硬質部材と、
を具備し、前記第1の硬質部材と前記第2の硬質部材と
の間に前記弾性部材を挟んだ状態で、前記締付ボルトを
締付けることにより前記弾性部材を圧縮して前記管材の
開口内面に向けて前記弾性部材の体積を移動させて前記
開口端部を密閉し得るように構成したことを特徴とする
ものである。
According to a first aspect of the present invention, there is provided an opening end sealing structure for closing an opening end of a pipe material constituting a pipe structure, in order to achieve the above object.
The volume of the elastic member is moved toward the inner surface of the opening of the tube by compressing the elastic member having airtightness inserted into the opening while sandwiching the elastic member between the first hard member and the second hard member. In this case, the opening end can be sealed. According to a second aspect of the present invention, there is provided an opening end sealing structure for sealing an opening end of a pipe material constituting a pipe structure, wherein the tightening bolt and the tightening bolt are inserted. A first hard member in the form of a flat plate, which comes into contact with the opening end, and a through hole, through which the tightening bolt is inserted, are loosely fitted into the opening. A thick flat plate-shaped elastic member having an outer shape to be obtained and a female screw portion to be screwed with a male screw portion of the tightening bolt are attached, and a flat second shape having an outer shape capable of loosely fitting into the opening is provided. 2 hard members,
In the state where the elastic member is sandwiched between the first hard member and the second hard member, the elastic member is compressed by tightening the tightening bolt, and the inner surface of the opening of the tubular member is provided. The volume of the elastic member is moved toward the opening so that the opening end can be sealed.

【0006】請求項3に記載の発明における前記第2の
硬質部材と前記弾性部材は、送電・通信用の鉄塔または
橋梁を構成する管材の開口から軸線方向に突出し且つ前
記開口を二分割または四分割する板状の継手板の表裏ま
たは互いに直交する二面と前記管材の内周とで区画され
る開口端部に緩く嵌入し得る形状を呈し、前記第1の硬
質部材は前記開口端面に当接し得る形状を呈することを
特徴とするものである。請求項4に記載の発明における
前記弾性部材は、架橋分子構造を持つ弾性体よりなるこ
とを特徴とするものである。請求項5に記載の発明にお
ける前記弾性部材は、エチレン−プロピレン共重合体ゴ
ムよりなる弾性体であることを特徴とするものである。
請求項6に記載の発明における前記弾性部材は、シリコ
ーンゴムよりなることを特徴とするものである。請求項
7に記載の発明における前記弾性体は、架橋処理が過酸
化物架橋によるものであることを特徴とするものであ
る。
According to the third aspect of the present invention, the second hard member and the elastic member protrude in the axial direction from an opening of a pipe constituting a power transmission / communication tower or bridge, and divide the opening into two or four parts. It has a shape that can be loosely fitted into the open end defined by the front and back surfaces of the plate-shaped joint plate to be divided or two surfaces orthogonal to each other and the inner periphery of the pipe material, and the first hard member contacts the open end surface. It is characterized by exhibiting a shape that can be touched. According to a fourth aspect of the present invention, the elastic member is made of an elastic body having a crosslinked molecular structure. According to a fifth aspect of the present invention, the elastic member is an elastic body made of an ethylene-propylene copolymer rubber.
According to a sixth aspect of the present invention, the elastic member is made of silicone rubber. The elastic body in the invention according to claim 7 is characterized in that the crosslinking treatment is performed by peroxide crosslinking.

【0007】請求項8に記載の発明における前記弾性体
の体積固有抵抗値は、105Ωcm以上であることを特
徴とするものである。請求項9に記載の発明における前
記弾性体は、5度〜60度(JIS K6301 JI
S A規格)の硬さを有していることを特徴とするもの
である。請求項10に記載の発明における前記弾性体
は、15mm〜30mmの厚みを有し、管材内に挿入された
自然の状態において自身の外周と前記管材の内周との間
に1mm〜3mmの間隙を存する大きさに形成されているこ
とを特徴とするものである。
[0007] In the invention according to claim 8, the elastic body has a volume resistivity value of 10 5 Ωcm or more. According to the ninth aspect of the present invention, the elastic body is 5 to 60 degrees (JIS K6301 JI).
(SA standard). The elastic body according to claim 10, wherein the elastic body has a thickness of 15 mm to 30 mm, and a gap of 1 mm to 3 mm between its outer periphery and the inner periphery of the tube in a natural state inserted into the tube. Is formed in a size having the following.

【0008】[0008]

【発明の実施の形態】以下、本発明に係る管構造物の開
口端部密閉構造の実施の形態を詳細に説明する。図1〜
図5は、本発明の第1の実施の形態に係るものであり、
このうち、図1は、管構造物の開口端部密閉構造の組立
完成状態の外観構成を示す斜視図、図2は、図1の開口
端部密閉構造を構成する締付ボルトと、第1の硬質部材
としての外側プレートと、弾性部材としての弾性プレー
トと、第2の硬質部材としての内側プレートをそれぞれ
分解して示す分解斜視図、図3および図4は、本発明に
係る開口端部密閉構造を、鉄塔を構成する補強材の一つ
である、例えば水平材または斜材の端部に取付ける過程
を示す半截断面図、図5は、図1に示す開口端部密閉構
造を水平材または斜材と継手プレートで形成される略半
円形の開口端部に装着した状態をそれぞれ示す左側面図
(a)と同図のX−X線矢視方向断面図である。図1〜
図5において、11は、締付ボルトであり、より詳しく
は、首部が円錘面とされた平皿ボルトで、頭部には六角
レンチ穴が形成され、首下に雄ねじ部11aが形成され
ている。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a closed structure at an open end of a pipe structure according to the present invention will be described in detail. Figure 1
FIG. 5 relates to the first embodiment of the present invention,
FIG. 1 is a perspective view showing an external appearance configuration of an assembled state of an open end sealing structure of a pipe structure, and FIG. 2 is a fastening bolt and a first bolt forming the open end sealing structure of FIG. FIG. 3 is an exploded perspective view showing an outer plate as a hard member, an elastic plate as an elastic member, and an inner plate as a second hard member, and FIGS. 3 and 4 show an open end according to the present invention. FIG. 5 is a half sectional view showing a process of attaching a closed structure to an end of a horizontal member or a diagonal member, which is one of reinforcing members constituting a steel tower. FIG. Alternatively, it is a left side view (a) showing a state of being attached to a substantially semicircular opening end formed by a diagonal member and a joint plate, and a sectional view taken along line XX of FIG. Figure 1
In FIG. 5, reference numeral 11 denotes a tightening bolt, more specifically, a flat plate bolt having a conical surface at the neck, a hexagonal wrench hole formed at the head, and a male screw portion 11a formed under the neck. I have.

【0009】12は、第1の硬質部材としての外側プレ
ートであり、各種の金属材料、例えば軟鋼、不銹鋼、ア
ルミ合金などを材料として、厚み一定のプレートとさ
れ、平面形状は略半円形状を呈し、円弧部の端部は、後
述する継手プレートを水平材3または、斜材4の端部に
連結・固着した場合の溶接の盛り上りを逃げるための切
り落とし部12aが形成され、中央部には、厚み方向に
向う軸心をもち、上記締付ボルト11の皿部が嵌入する
円錐状の座繰り溝が形成され且つ雄ねじ部11aが緩く
挿通される貫通孔12bが穿設されている。13は、弾
性部材としての弾性プレートで、例えば後で詳しく述べ
るシリコーンゴム、エチレン−プロピレン共重合体ゴ
ム、等の弾性部材よりなり、所定の厚みを有する平板状
のプレートとされ、その平面形状は、略半円形状を呈
し、より詳しくは、図1において、上述した円筒状の水
平材3または斜材4(以下、これの管材を代表して斜材
4について説明する)の端部に形成した摺割部4aに挿
入した状態で溶接した継手プレート6の表裏と斜材4の
内周とで区画される略半円形状の開口端部に緩く嵌入し
得る形状を呈し、中央部には厚み方向に向かう軸心をも
ち、上記締付ボルト11の雄ねじ部11aが緩く挿通さ
れる貫通孔13aが穿設されている。
Reference numeral 12 denotes an outer plate as a first hard member, which is made of various metal materials, for example, mild steel, stainless steel, aluminum alloy, etc., and has a constant thickness. At the end of the arc portion, a cut-off portion 12a is formed at a central portion to escape a swelling of welding when a joint plate described later is connected and fixed to an end of the horizontal member 3 or the diagonal member 4. Has an axial center in the thickness direction, is formed with a conical counterbore groove into which the dish portion of the tightening bolt 11 is fitted, and has a through hole 12b through which the male screw portion 11a is loosely inserted. Reference numeral 13 denotes an elastic plate as an elastic member, which is made of, for example, an elastic member such as silicone rubber or ethylene-propylene copolymer rubber, which will be described in detail later, and is a flat plate having a predetermined thickness. 1, and more specifically, formed at the end of the above-mentioned cylindrical horizontal member 3 or diagonal member 4 (hereinafter, the diagonal member 4 will be described as a representative of the tubular member) in FIG. And has a shape that can be loosely fitted into a substantially semicircular opening end defined by the front and back surfaces of the joint plate 6 and the inner periphery of the diagonal member 4 which are welded in a state inserted into the split portion 4a. A through hole 13a having an axial center in the thickness direction and through which the male screw portion 11a of the tightening bolt 11 is loosely inserted is formed.

【0010】14は、第2の硬質部材としての内側プレ
ートであり、上記外側プレート12と同様の材質よりな
り、厚み一定のプレートとされ、その平面形状は、上記
弾性プレート13と同様の形状を呈し、上記水平材3ま
たは斜材4の端部内に挿入され且つ溶着された継手プレ
ート6の表裏と水平材3または斜材4の内周壁とで区画
される略半円形状の開口端部に緩く嵌入し得る形状を呈
し、その中央部には、上記締付ボルト11の雄ねじ部1
1aと螺合する雌ねじ部14aが形成されている。この
ような構成よりなる本発明に係る管構造物の開口端部密
閉構造の加工および組立方法について説明する。先ず、
ここでは図10に示した鉄塔の斜材4の開口端部の密閉
構造を例として説明すると、斜材4の各端部に中間部で
折り返されて横断面形状がU字状に形成された継手プレ
ート6の半部が挿入される摺割り加工を施して摺割部4
aを形成する。この継手プレート6の折り曲げ端側の幅
寸法は、斜材4の直径より幾分大きい寸法とされる。
Reference numeral 14 denotes an inner plate as a second hard member, which is made of the same material as that of the outer plate 12 and has a constant thickness, and has a planar shape similar to that of the elastic plate 13. The semi-circular opening end defined by the front and back of the joint plate 6 inserted and welded into the end of the horizontal member 3 or the inclined member 4 and the inner peripheral wall of the horizontal member 3 or the inclined member 4. It has a shape that can be loosely fitted, and has a male screw 1
A female screw portion 14a to be screwed with 1a is formed. A method of processing and assembling the open end closed structure of the pipe structure according to the present invention having such a configuration will be described. First,
Here, as an example, the sealing structure of the open end of the diagonal member 4 of the tower shown in FIG. 10 will be described. A sliding process is performed in which a half portion of the joint plate 6 is inserted and a sliding process is performed.
a is formed. The width of the joint plate 6 on the bent end side is slightly larger than the diameter of the diagonal member 4.

【0011】管材4の摺割部4aに、継手プレート6の
折り曲げ端側を挿入し、斜材4の摺割部4aと継手プレ
ート6との当接部を溶接により固着する(図5参照)。
8は、この溶接により形成された盛上り部を示す。
The bent end side of the joint plate 6 is inserted into the sliding portion 4a of the pipe member 4, and the contact portion between the sliding portion 4a of the diagonal member 4 and the joint plate 6 is fixed by welding (see FIG. 5). .
Reference numeral 8 denotes a raised portion formed by this welding.

【0012】継手プレート6には、ガセットプレート5
または中継プレート7に穿設されたボルト孔(図示省
略)の位置関係と大きさが合致する複数(この例の場
合、3個)のボルト取付孔が穿設されている。このよう
に鋼管からなる斜材4の開口から軸線方向に突出し且つ
上記開口を二分割する板状の継手プレート6の表面6b
および裏面6cと、上記斜材4の内周とで区画される開
口、即ち、略半円形状の開口が開いていることになる。
この略半円形状の開口には、予め挿入前に、外側プレー
ト12と弾性プレート13と内側プレート14とを重ね
合わせた状態で締付ボルト11を、外側プレート12に
穿設された貫通孔12b、弾性プレート13に穿設され
た貫通孔13aに順次挿通し、雄ねじ部11aを内側プ
レート14に形成された雌ねじ部14aに強く締付けな
いように、螺合して密閉構造ユニットを組立てる。
The joint plate 6 includes a gusset plate 5
Alternatively, a plurality of (three in this example) bolt mounting holes are drilled in which the positional relationship and the size of the bolt holes (not shown) formed in the relay plate 7 match. Thus, the surface 6b of the plate-like joint plate 6 projecting in the axial direction from the opening of the diagonal member 4 made of a steel pipe and dividing the opening into two.
An opening defined by the back surface 6c and the inner periphery of the diagonal member 4, that is, a substantially semicircular opening is open.
Before the insertion, the fastening bolt 11 is inserted into the substantially semicircular opening in a state where the outer plate 12, the elastic plate 13, and the inner plate 14 are overlapped with each other through a through hole 12 b formed in the outer plate 12. Then, the hermetically sealed unit is assembled by sequentially inserting the male screw portion 11a into the through hole 13a formed in the elastic plate 13 and screwing the male screw portion 11a to the female screw portion 14a formed in the inner plate 14 so as not to be strongly tightened.

【0013】次いで、このように組立てられた密閉構造
ユニットを、上述した斜材4と継手プレート6からなる
構造材の端部に形成された略半円形状の開口内に、内側
プレート14と、弾性プレート13とを挿入し、外側プ
レート12を斜材4の略半円形状の開口端縁に当接する
(図3)。この状態で締付ボルト11の頭部の六角レン
チ穴に、別途準備しておいた六角レンチ(図示省略)を
挿入(係合)し、雄ねじ部11a、雌ねじ部14aが右
ねじのものであれば、六角レンチを右回り(時計方向)
に回動してゆくと、締付ボルト11のねじ作用により内
側プレート14が外側プレート12に引き寄せられ、次
第に中間に介挿された弾性プレート13は斜材4の軸心
方向に圧縮され、厚みを減少していくが、代りに半径方
向(放射方向)に体積が移動して、放射方向に膨出し、
挿入された斜材4の内周壁面に強く密着し、気密状態が
実現する(図4)。
Next, the closed structural unit assembled as described above is inserted into the substantially semicircular opening formed at the end of the structural member including the above-described diagonal member 4 and the joint plate 6, and the inner plate 14 The elastic plate 13 is inserted, and the outer plate 12 abuts on the substantially semicircular opening edge of the diagonal member 4 (FIG. 3). In this state, a separately prepared hexagon wrench (not shown) is inserted (engaged) into the hexagon wrench hole in the head of the tightening bolt 11, and if the male screw portion 11a and the female screw portion 14a are right-handed screws. If you use a hex wrench clockwise (clockwise)
The inner plate 14 is drawn toward the outer plate 12 by the screw action of the tightening bolt 11, and the elastic plate 13 interposed therebetween is gradually compressed in the axial direction of the diagonal member 4, and the thickness thereof is increased. Decreases, but instead the volume moves in the radial direction (radial direction), bulging in the radial direction,
It tightly adheres to the inner peripheral wall surface of the inserted diagonal member 4, and an airtight state is realized (FIG. 4).

【0014】同様に、斜材4と継手プレート6からなる
構造体の端部に形成された他の略半円形状の端部開口内
に、他の一組の内側プレート14と弾性プレート13と
を挿入し、外側プレート12を斜材4の略半円形状の開
口端縁に当接し、六角レンチをもって、締付ボルト11
を強く締付けることで、弾性プレート13が放射方向に
膨出し、残り半分の開口端部を密閉することになる。さ
らに、斜材4の他端側も2組の開口端部密閉構造によっ
て同様にして密閉することができる。このようにして、
継手プレート6と斜材4とは、溶接により嵌合部が密に
接合され、また、斜材4の内周面と継手プレート6の表
面6b、裏面6cとで区画される両側の開口端は、外側
プレート12と内側プレート14とで挟圧されて放射方
向に膨出する弾性プレート13によって密閉されるの
で、斜材4の開口端は、完全に閉塞され、鳥が入って巣
を作ることはなく、雨水の侵入、外気(酸素)の侵入は
確実に遮断されることになるので、弾性プレート13の
劣化が生じにくくなる。そして、両端の開口が完全に密
閉された斜材4の一端は、主柱材2の内側に固着された
ガセットプレート5に連結され、他端は、中継プレート
7に連結される。
Similarly, another set of the inner plate 14 and the elastic plate 13 are inserted into another substantially semicircular end opening formed at the end of the structure including the diagonal member 4 and the joint plate 6. , The outer plate 12 is brought into contact with the substantially semicircular opening edge of the oblique member 4, and the tightening bolt 11 is
, The elastic plate 13 bulges radially, and seals the other half of the open end. Further, the other end of the diagonal member 4 can be similarly sealed by two sets of opening end sealing structures. In this way,
The fitting portion of the joint plate 6 and the diagonal member 4 are tightly joined by welding, and the open ends on both sides defined by the inner peripheral surface of the diagonal member 4 and the front surface 6b and the back surface 6c of the joint plate 6 Since the outer plate 12 and the inner plate 14 are sealed by the elastic plate 13 which swells in the radial direction by being squeezed between the outer plate 12 and the inner plate 14, the open end of the diagonal member 4 is completely closed and a bird enters and forms a nest. However, since the intrusion of rainwater and the intrusion of outside air (oxygen) are surely shut off, the elastic plate 13 is hardly deteriorated. One end of the diagonal member 4 whose openings at both ends are completely sealed is connected to a gusset plate 5 fixed inside the main column member 2, and the other end is connected to a relay plate 7.

【0015】即ち、斜材4の先端に固着された継手プレ
ート6のU字状に折り曲げられてできた一定間隔をなす
間隙部6dに平板状のガセットプレート5を挿入し、ガ
セットプレート5に穿設されたボルト取付孔(図示省
略)と継手プレート6に穿設されたボルト取付孔6aと
を合致させ、そこに取付ボルト15を挿通し、その先端
にナットを螺合して、強く締め付けることによって、斜
材4がガセットプレート5に強固に連結される。また、
斜材4の他端側に固着された継手プレート6は、中継プ
レート7に同様の要領で固定、連結される。また、水平
板3の両端もその両端側を主柱材2の内側に固着された
ガセットプレート5に継手プレート6をそれぞれ介して
同様の要領で固定、連結される。上述のように構成され
た第1の実施の形態によれば、気密性と非圧縮性と弾性
等を有する弾性プレート13の両面(上下面または左右
面)を金属材料でなる硬質の外側プレート12と内側プ
レート14とでサンドイッチ状に挟み、円筒体である斜
材4の内周面と継手プレート6の表面6bと裏面6cと
で区画される開口内に挿入して締付ボルト11等の圧縮
手段で締め付けて、弾性プレート13に変形を与えて、
体積移動を起こさせ、さらに、上記開口内での弾性プレ
ート13の流動を適度の間隙を有する内側プレート14
と外側プレート12で拘束することによって、シール応
力(密閉力)を上げているため、斜材4や水平材3の両
端開口を半永久的に密閉することができる。
That is, a flat gusset plate 5 is inserted into a gap 6d formed at a constant interval formed in a U-shape of a joint plate 6 fixed to the tip of the diagonal member 4, and the gusset plate 5 is pierced. Align the provided bolt mounting hole (not shown) with the bolt mounting hole 6a drilled in the joint plate 6, insert the mounting bolt 15 into it, screw a nut to the tip, and tighten tightly. Thereby, the diagonal member 4 is firmly connected to the gusset plate 5. Also,
The joint plate 6 fixed to the other end of the diagonal member 4 is fixed and connected to the relay plate 7 in a similar manner. Both ends of the horizontal plate 3 are also fixed and connected to the gusset plate 5 fixed to the inside of the main pillar 2 in the same manner via the joint plate 6 respectively. According to the first embodiment configured as described above, both surfaces (upper and lower surfaces or left and right surfaces) of the elastic plate 13 having airtightness, incompressibility, elasticity, and the like are formed of the hard outer plate 12 made of a metal material. And the inner plate 14 in a sandwich shape, and inserted into an opening defined by the inner peripheral surface of the diagonal member 4 as a cylindrical body and the front surface 6b and the back surface 6c of the joint plate 6 to compress the tightening bolts 11 and the like. Means to deform the elastic plate 13,
In addition, the inner plate 14 having a moderate gap causes the volume of the elastic plate 13 to flow within the opening.
Since the sealing stress (sealing force) is increased by constraining by the outer plate 12 and the outer plate 12, the openings at both ends of the diagonal member 4 and the horizontal member 3 can be semi-permanently sealed.

【0016】また、この密閉構造は、締付ボルト11を
単に締付けるだけの簡単な作業で、管構造物の端部開口
に迅速に装着でき、且つ従来のように接着剤で弾性体を
接着する場合のような厄介な作業管理が不要であり、雨
天時や屋外での高所作業など作業環境が悪くても容易に
装着ができ、さらには、接着方式とは異なり斜材4や水
平材3の内部点検が必要になった場合でも、締付ボルト
11を単に緩めるだけの簡単な作業で、この開口端部密
閉構造を取り外すことができ、この点でも接着方式に比
し著しく便宜である。尚、本発明を構成する要素のう
ち、最も本発明の作用効果に大きな影響のある弾性部材
(弾性プレート)について、より具体的に説明する。先
ず第1に、弾性部材の硬さは、5度〜60度(但しJI
S K6301 JIS A規格で)の範囲内のものが
使用可能である。弾性部材の硬さが5度未満のものは、
小さなトルクで大きな変形量を得ることができるが、内
側プレート14と斜材4との間にできた隙間へ弾性プレ
ート13が徐々に変形移動して応力緩和を来たし、気密
性能が低下してしまうため所期の気密性能が得られな
い。
Further, this sealing structure can be quickly mounted on the end opening of the pipe structure by a simple operation of simply tightening the tightening bolt 11, and the elastic body is bonded with an adhesive as in the prior art. This eliminates the need for cumbersome work management as in the case described above, allows easy installation even in bad working environments such as when working in rainy weather or outdoors, and, unlike the bonding method, furthermore, unlike the bonding method, the diagonal member 4 and the horizontal member 3 Even if it becomes necessary to inspect the inside of the device, the closed structure at the open end can be removed by a simple operation of simply loosening the tightening bolt 11, and this is also significantly more convenient than the bonding method. The elastic member (elastic plate) which has the greatest effect on the operation and effect of the present invention among the elements constituting the present invention will be described more specifically. First, the hardness of the elastic member is 5 to 60 degrees (however, JI
(SK6301 in JIS A standard) can be used. If the hardness of the elastic member is less than 5 degrees,
Although a large amount of deformation can be obtained with a small torque, the elastic plate 13 gradually deforms and moves into a gap formed between the inner plate 14 and the diagonal member 4 to reduce stress, resulting in a decrease in airtightness. Therefore, the desired airtightness cannot be obtained.

【0017】また、逆に、弾性プレート13の硬さが6
0度を越えたものは、大きなトルクで締付ボルト11を
締付けても小さな変形量しか得られないため所期の気密
性能を実現することができない。そのため、締付ボルト
11を締付けて弾性プレート13を圧縮して変形させる
ときに、小さなトルクで大きな変形量を与えて気密性能
を上げるには、弾性部材の硬さは、JISA規格で20
度から40度(JISK6301 JIS A規格)の
硬さのものが好ましい。本実施例においては、30度の
ものについて説明している。第2に、弾性プレート13
の厚みについては、種々に実験の結果、10mm〜60mm
のものが使用可能であり、また弾性プレート13の外形
寸法については、挿入する管材(鋼管)のサイズにより
異なるが、管材の内部に入り周囲が0.5mm〜5mmの間
隙があってもよく、強いて製品重量、圧縮量、作業性、
気密性、コスト等、総合して考慮すると、厚みは15mm
〜30mm、管材(鋼管)の内周と弾性プレート13の外
周とのなす間隙は、1mm〜3mmがより適当である。
On the other hand, when the hardness of the elastic plate 13 is 6
If the angle exceeds 0 degrees, only a small amount of deformation can be obtained even if the tightening bolt 11 is tightened with a large torque, so that the desired airtightness cannot be realized. Therefore, when tightening the tightening bolt 11 and compressing and deforming the elastic plate 13, in order to give a large amount of deformation with a small torque and to improve the airtightness, the hardness of the elastic member must be 20 JIS standard.
A hardness of from 40 degrees to 40 degrees (JIS K6301 JIS A standard) is preferable. In the present embodiment, the case of 30 degrees is described. Second, the elastic plate 13
As for the thickness of the test piece, as a result of various experiments, 10 mm to 60 mm
Can be used, and the outer dimensions of the elastic plate 13 vary depending on the size of the pipe material (steel pipe) to be inserted. However, there may be a gap of 0.5 mm to 5 mm around the inside of the pipe material, Force product weight, compression amount, workability,
The thickness is 15mm considering the airtightness, cost, etc.
The gap between the inner circumference of the pipe (steel pipe) and the outer circumference of the elastic plate 13 is more preferably 1 mm to 3 mm.

【0018】第3に、弾性プレート13の材料として
は、天然ゴム(NR)、スチレン−ブタジエン共重合体
ゴム(SBR)、ブタジエンゴム(BR)、ポリイソプ
レンゴム(IR)、クロロプレンゴム(CR)、アクリ
ロニトリル−ブラジエン共重合体ゴム(NBR、NI
R、NBIR、等のジエン系ゴム)、ブチルゴム(II
R)、エチレン−プロピレン共重合体ゴム(EPD
M)、シリコーンゴム(Si)、クロロスルホン化ポリ
エチレン(CSM)、塩素化ポリエチレン(CM)、ア
クリルゴム(ACM、ANM)、多硫化ゴム(OT、B
OT)等の非ジエン系ゴム、EPDMとその他ゴムとブ
レンドしたもの、等を使用することができる。これらの
うち、弾性プレート13として、架橋分子構造を持つ弾
性体を用いることにより、長期に亘る圧縮状態での使用
に対して鋼管との間にできた隙間へ弾性体が徐々に変形
移動する、いわゆるクリープ現象を防止して応力緩和低
下を無くし、長期使用下の気密性を保持することができ
る。また、弾性プレート13として、エチレン−プロピ
レン共重合体ゴム(EPDM)またはシリコーンゴム材
料を用いることにより、耐熱性、耐寒性、耐酸性、耐海
水性、耐候性に優れた気密構造とすることができる。
Third, as a material of the elastic plate 13, natural rubber (NR), styrene-butadiene copolymer rubber (SBR), butadiene rubber (BR), polyisoprene rubber (IR), chloroprene rubber (CR) , Acrylonitrile-bradiene copolymer rubber (NBR, NI
R, NBIR, and other diene rubbers), butyl rubber (II
R), ethylene-propylene copolymer rubber (EPD)
M), silicone rubber (Si), chlorosulfonated polyethylene (CSM), chlorinated polyethylene (CM), acrylic rubber (ACM, ANM), polysulfide rubber (OT, B
Non-diene rubbers such as OT), EPDM blended with other rubbers, and the like can be used. Of these, by using an elastic body having a cross-linked molecular structure as the elastic plate 13, the elastic body is gradually deformed and moved to a gap formed between the steel pipe for use in a compressed state for a long time. The so-called creep phenomenon can be prevented to prevent a decrease in stress relaxation, and airtightness during long-term use can be maintained. Further, by using an ethylene-propylene copolymer rubber (EPDM) or a silicone rubber material as the elastic plate 13, an airtight structure having excellent heat resistance, cold resistance, acid resistance, seawater resistance and weather resistance can be obtained. it can.

【0019】また、上記エチレン−プロピレン共重合体
ゴムの架橋処理を、一般的に使用されている架橋剤(イ
オウ)の使用を避けて、過酸化物架橋とすることによ
り、弾性体と鋼管の接触面で残留イオウによる金属腐食
を防止することができる。また、弾性部材の体積固有抵
抗値を105Ωcm以上のものを用いることにより、上記
開口端部気密構造を鋼管の内部に装着した状態で長期に
使用した場合でも、弾性部材と鋼管との接触面における
電位差による腐食、いわゆる電食の発生を防止すること
ができる。上記のような優れた性質を有する弾性部材を
用いる上、本発明は、第1、第2の硬質部材の間に挟持
され斜材(鋼管)中に挿入圧縮した状態で封入された状
態の弾性部材は、両端の硬質部材と鋼管とで外気から保
護されているので、応力および温度の影響を受ける以外
は、環境劣化の外的要因は少ないため、半永久的な密閉
機能を保持する。
Further, the cross-linking treatment of the above-mentioned ethylene-propylene copolymer rubber is carried out by peroxide cross-linking while avoiding the use of a commonly used cross-linking agent (sulfur), so that the elastic body and the steel pipe can be crosslinked. Metal corrosion due to residual sulfur can be prevented at the contact surface. Further, by using an elastic member having a volume resistivity value of 10 5 Ωcm or more, even if the above-mentioned open end airtight structure is used for a long time in a state of being mounted inside the steel tube, contact between the elastic member and the steel tube is possible. Corrosion due to a potential difference on the surface, that is, so-called electrolytic corrosion can be prevented. In addition to the use of the elastic member having the above excellent properties, the present invention provides an elastic member which is sandwiched between the first and second hard members, inserted into a diagonal member (steel pipe) and sealed in a compressed state. Since the members are protected from the outside air by the hard members and the steel pipes at both ends, except for the influence of stress and temperature, there are few external factors of environmental degradation, so that the members maintain a semi-permanent sealing function.

【0020】次に、本発明の第2の実施の形態に係る管
構造物の開口端部密閉構造について、図6〜図9を用い
て詳細に説明する。この第2の実施の形態は、第1の実
施の形態における継手プレートが一文字状を呈している
のに対し、十文字状を呈している点にその相異の由来が
ある。即ち、継手プレート20が、長手(軸方向)に直
交する側から見た形状が十文字状を呈しており、例え
ば、鋼管よりなる斜材4の直径より幾分大きい幅寸法を
有する幅広プレートの中央部に平板プレートの約半分の
幅寸法を有する幅狭プレートを溶接等により接合して十
文字状に形成したものである。この継手プレート20
は、斜材4の端部4個所に90度間隔で形成された摺割
部4bに略半分を嵌合させた状態で、摺割部4bに沿っ
て溶接することで斜材4と強固に且つ密に接合される。
このようにして、管材としての斜材4の開口から軸線方
向に沿って突出し且つ開口を四分割する十文字状の継手
プレート20の直交する二面20aおよび20bと、斜
材4の1/4内周面とで区画される扇形状の開口端部
に、本発明の第2の実施の形態に係る開口端部密閉構造
が装着されることになる。
Next, a closed structure of an open end of a pipe structure according to a second embodiment of the present invention will be described in detail with reference to FIGS. The second embodiment is different from the first embodiment in that the joint plate has a single-letter shape, whereas the joint plate has a cross-letter shape. That is, the shape of the joint plate 20 as viewed from the side orthogonal to the longitudinal direction (axial direction) has a cross shape. For example, the center of a wide plate having a width somewhat larger than the diameter of the diagonal member 4 made of a steel pipe. A narrow plate having approximately half the width of a flat plate is joined to the portion by welding or the like to form a cross shape. This joint plate 20
Is welded along the sliding portion 4b in a state in which approximately half is fitted to the sliding portion 4b formed at 90 ° intervals at the four end portions of the diagonal member 4 so that the diagonal member 4 is firmly connected to the slanting member 4. And it is tightly joined.
In this manner, the two orthogonal surfaces 20a and 20b of the cross-shaped joint plate 20 projecting along the axial direction from the opening of the diagonal member 4 as a tube material and dividing the opening into four, and within one-fourth of the diagonal member 4 The open end sealing structure according to the second embodiment of the present invention is attached to the fan-shaped open end defined by the peripheral surface.

【0021】即ち、この実施の形態も、密閉構造の基本
的構成は、第1の実施の形態の場合と共通であるが、上
述のように、斜材4の開口と継手プレート20とで形成
される扇形状の開口端面に適合する形状の面で異なって
いる。第1の硬質部材である外側プレート22は、上記
扇形状の開口端縁に当接してこれを塞ぐ形状を呈し、弾
性部材である弾性プレート23は、扇形状の開口に緩く
嵌合する形状を呈し、第2の硬質部材である内側プレー
ト24は、弾性プレート23と略同じ面形状を呈する。
但し、各プレート22〜24の肉厚については、例えば
外側プレート22と内側プレート24は、締付ボルト2
1で両者を強く締付け、中間に挟まれる弾性プレート2
3を圧縮させ、弾性プレート23の体積が圧縮方向と直
交する放射方向に移動、即ち膨出させ、必要な密着をな
さしめるに足る曲げ強度を有する肉厚を必要とする。ま
た、弾性プレート23の硬度、肉厚、材質、体積固有抵
抗値等については、上述した第1の実施の形態における
ものと同様であるので、重複した説明は、省略する。
That is, also in this embodiment, the basic structure of the closed structure is the same as that of the first embodiment, but as described above, it is formed by the opening of the diagonal member 4 and the joint plate 20. The shape differs from the shape of the fan-shaped opening end face. The outer plate 22, which is a first hard member, has a shape that abuts against and closes the edge of the fan-shaped opening, and the elastic plate 23, which is an elastic member, has a shape that fits loosely into the fan-shaped opening. The inner plate 24, which is a second hard member, has substantially the same surface shape as the elastic plate 23.
However, regarding the thickness of each of the plates 22 to 24, for example, the outer plate 22 and the inner plate 24
Elastic plate 2 which is strongly tightened by 1
3 is compressed, and the volume of the elastic plate 23 moves in a radial direction perpendicular to the compression direction, that is, expands, and requires a wall thickness having a sufficient bending strength to make necessary adhesion. Further, the hardness, thickness, material, volume resistivity and the like of the elastic plate 23 are the same as those in the above-described first embodiment, and thus redundant description will be omitted.

【0022】この第2の実施の形態においても、締付ボ
ルト21は頭部に六角レンチ穴が形成され、首部が円錐
面とされた平皿ボルトで、首下に雄ねじ部21aが形成
されている。外側プレート22は、材質、肉厚等につい
ては上述した外側プレート12と同様であるが、平面形
状は略扇形状を呈し、扇の要(カナメ)の部分と扇の両
端部は、切り落とし部22a、22cが形成されている
が、これは斜材4と継手プレート20との接合部に溶接
により形成された盛上り部28を逃げるためである。外
側プレート22の中心部には、締付ボルト21が緩く挿
通し得る貫通孔22bが形成されている。弾性プレート
23にも、同様の貫通孔23aと切り落とし部23bが
形成され、内側プレート24にも切り落とし部24bが
形成されているが、その中心部には締付ボルト21の雄
ねじ部21aと螺合する雌ねじ部24が形成されてい
る。
Also in the second embodiment, the tightening bolt 21 is a flat-head bolt having a hexagonal wrench hole in the head and a conical neck, and a male screw 21a below the neck. . The outer plate 22 is similar in material and thickness to the outer plate 12 described above, but has a substantially fan-shaped planar shape, and is provided with cut-out portions 22a at the corners of the fan and at both ends of the fan. , 22c are formed to escape the raised portion 28 formed by welding at the joint between the diagonal member 4 and the joint plate 20. In the center of the outer plate 22, a through hole 22b through which the tightening bolt 21 can be loosely inserted is formed. A similar through-hole 23a and a cut-out portion 23b are also formed in the elastic plate 23, and a cut-out portion 24b is formed in the inner plate 24. The center portion of the elastic plate 23 is screwed with the male screw portion 21a of the tightening bolt 21. A female screw portion 24 is formed.

【0023】このような構成よりなる第2の実施の形態
に係る開口端部密閉構造の加工および組立方法は、第1
の実施の形態の場合と、略同じである。先ず、斜材4と
継手プレート20との接合については、上述した通りで
ある。斜材4の開口から軸線方向に突出し且つ上記開口
を4分割する十文字状の継手プレート20の互いに直交
する二面20a、20bと斜材4の内周とで区画される
開口、即ち、略扇形状の開口には、予め挿入前に、外側
プレート22と弾性プレート23と内側プレート24と
を重ね合わせた状態で締付ボルト21を、外側プレート
22に穿設された貫通孔22b、弾性プレート23に穿
設された貫通孔23aに順次挿通し、雄ねじ部21aを
内側プレート24に形成された雌ねじ部24aに軽く締
付けて密閉構造ユニットを組立てる。次いで、このよう
にして組み立てられた密閉構造ユニットを、上述した斜
材4と継手プレート20からなる構造材の端部に形成さ
れた略扇形状の開口内に、内側プレート24と弾性プレ
ート23とを挿入し、外側プレート22を斜材4の略扇
形状の開口端縁に当接する(図8)。
The processing and assembling method of the open end sealing structure according to the second embodiment having the above-described structure is described in the first embodiment.
This is substantially the same as the embodiment. First, the joining between the oblique member 4 and the joint plate 20 is as described above. An opening which projects in the axial direction from the opening of the diagonal member 4 and is defined by two mutually orthogonal surfaces 20a and 20b of the cross-shaped joint plate 20 which divides the opening into four, and an inner periphery of the diagonal member 4, that is, a substantially fan. Before insertion, the fastening bolt 21 is inserted into the opening of the shape with the outer plate 22, the elastic plate 23, and the inner plate 24 overlapped with each other, and the through-hole 22 b formed in the outer plate 22 and the elastic plate 23 are inserted. The hermetically sealed unit is assembled by sequentially inserting the male screw portion 21a into the female screw portion 24a formed in the inner plate 24 and sequentially inserting the male screw portion 21a into the through hole 23a formed in the inner plate 24. Then, the inner plate 24 and the elastic plate 23 are placed in the substantially fan-shaped opening formed at the end of the structural material including the diagonal member 4 and the joint plate 20 described above. And the outer plate 22 is brought into contact with the substantially fan-shaped opening edge of the diagonal member 4 (FIG. 8).

【0024】その後、締付ボルト21を強く締付け、弾
性プレート23を圧縮して、気密状態を得るまでの動作
(図9)については、上述した第1の実施の形態の場合
と同様であるので、重複した説明は、省略する。そし
て、このようにして密閉構造ユニットは、斜材4の一端
側につき4個装着するわけであるが、同様な手順をもっ
て残り3個についても装着作業を行う。また、斜材4の
他端側についても4個装着する。尚、両端の開口が完全
に密閉された斜材4の一端は、主柱材2の内側に固着さ
れたガセットプレート5に連結され、他端側は、中継プ
レート7に連結される。即ち、斜材4の先端に固着され
た十文字状の継手プレート20の端部をガセットプレー
ト5と重ね合わせ、ガセットプレート5に穿設されたボ
ルト取付孔(図示せず)と自身のボルト取付孔25とを
合致させ、該ボルト取付孔25等に取付ボルト26を挿
通し、先端側にナット27を螺合して強く締付ける。
Thereafter, the operation until the tightening bolt 21 is strongly tightened and the elastic plate 23 is compressed to obtain an airtight state (FIG. 9) is the same as that in the first embodiment described above. , Overlapping description will be omitted. In this manner, four closed structure units are mounted on one end side of the diagonal member 4, and mounting operations are performed on the remaining three units in the same procedure. Also, four pieces are mounted on the other end of the diagonal member 4. One end of the diagonal member 4 whose openings at both ends are completely sealed is connected to a gusset plate 5 fixed inside the main column member 2, and the other end is connected to a relay plate 7. That is, the end of the cross-shaped joint plate 20 fixed to the tip of the diagonal member 4 is overlapped with the gusset plate 5, and a bolt mounting hole (not shown) formed in the gusset plate 5 and its own bolt mounting hole 25, and a mounting bolt 26 is inserted into the bolt mounting hole 25 or the like, and a nut 27 is screwed into the distal end side to be strongly tightened.

【0025】また、斜材4の他端側に固着された継手プ
レート20も同様にして中継プレート7に連結される。
また、水平板3の両端もその両端側を主柱材2の内側に
固着されたガセットプレート5に継手プレート20をそ
れぞれ介して同様の要領で固定、連結される。上述のよ
うに構成された第2の実施の形態によれば、気密性と非
圧縮性と弾性を有する弾性プレート23の両面(上下面
または左右面)を金属材料でなる硬質の外側プレート2
2と内側プレート24とでサンドイッチ状に挟み、円筒
体である斜材4の内周面と継手プレート20の直交する
二面20a、20bとで区画される開口内に挿入して締
付ボルト21等の圧縮手段で締め付けて、弾性プレート
23に変形を与えて、体積移動を起こさせ、さらに、上
記開口内での弾性プレート23の流動を適度の間隙を有
する内側プレート24と外側プレート22で拘束するこ
とによって、シール応力(密閉力)を上げているため、
斜材4や水平材3の両端開口を半永久的に密閉すること
ができる。
The joint plate 20 fixed to the other end of the diagonal member 4 is connected to the relay plate 7 in the same manner.
Both ends of the horizontal plate 3 are also fixed and connected to the gusset plate 5 fixed to the inner side of the main pillar 2 in the same manner via the joint plates 20, respectively. According to the second embodiment configured as described above, both sides (upper and lower surfaces or left and right surfaces) of the elastic plate 23 having airtightness, incompressibility and elasticity are made of the hard outer plate 2 made of a metal material.
2 and the inner plate 24 in a sandwich shape, and inserted into an opening defined by the inner peripheral surface of the diagonal member 4 which is a cylindrical body and two orthogonal surfaces 20a and 20b of the joint plate 20, and tightened by tightening bolts 21. The elastic plate 23 is deformed to cause a volume shift by compressing the elastic plate 23, and the flow of the elastic plate 23 in the opening is restrained by the inner plate 24 and the outer plate 22 having an appropriate gap. To increase the sealing stress (sealing force),
The openings at both ends of the diagonal member 4 and the horizontal member 3 can be sealed semi-permanently.

【0026】また、この密閉構造は、締付ボルト21を
単に締付けるだけの簡単な作業で、管構造物の端部開口
に迅速に装着でき、且つ従来のように接着剤で弾性体を
接着する場合のような厄介な作業管理が不要であり、雨
天時や屋外での高所作業など作業環境が悪くても容易に
装着ができ、さらには、接着方式とは異なり斜材4や水
平材3の内部点検が必要になった場合でも、締付ボルト
21を単に緩めるだけの簡単な作業で、この開口端部密
閉構造を取り外すことができ、この点でも接着方式に比
し著しく便宜である。尚、第2の実施の形態の発明を構
成する要素のうち、最も作用効果に大きな影響のある弾
性部材については、上述した第1の実施の形態において
用いたものと同じであるので、その条件および効果につ
いては、同様であり、重複した説明は省略する。
Further, this sealing structure can be quickly mounted on the end opening of the pipe structure by a simple operation of simply tightening the tightening bolt 21, and the elastic body is bonded with an adhesive as in the conventional case. This eliminates the need for cumbersome work management as in the case described above, allows easy installation even in bad working environments such as when working in rainy weather or outdoors, and, unlike the bonding method, furthermore, unlike the bonding method, the diagonal member 4 and the horizontal member 3 Even if it becomes necessary to inspect the inside of the device, the closed structure at the open end can be removed by a simple operation of simply loosening the tightening bolt 21, and this point is also significantly more convenient than the bonding method. Note that among the elements constituting the invention of the second embodiment, the elastic members having the greatest effect on the operation and effect are the same as those used in the above-described first embodiment. The effect is the same as that of the first embodiment, and a duplicate description will be omitted.

【0027】尚、本発明は、上述し且つ図面に示した実
施の形態のみに限定されるものではなく、その要旨を逸
脱しない範囲で種々に変形実施することができる。例え
ば、上述した実施の形態では、鉄塔の腹材である斜材や
水平材の開口端部を密閉する構造について説明したが、
橋梁、鋼管トラス構造物などの鋼管構造物を構成する管
材の開口端部を密閉する構造として広く用いることがで
きる。また、管材同士の接続手段としての継手プレート
は、上述したようにU字状継手プレート、十字状継手プ
レートを用いた例につき説明したが、I字状継手プレー
ト、その他の形状の継手プレートを用いた場合でも、効
果的にその開口端部を密閉することができる。また、本
発明は、新規に構築する鉄塔に限らず、既設の鉄塔等へ
の装着が可能である。
The present invention is not limited to the embodiment described above and shown in the drawings, but can be variously modified without departing from the scope of the invention. For example, in the above-described embodiment, the structure in which the open ends of the diagonal members and the horizontal members that are the web members of the steel tower are sealed is described.
It can be widely used as a structure for sealing an open end of a pipe material constituting a steel pipe structure such as a bridge or a steel pipe truss structure. Also, as described above, the joint plate as the connecting means for connecting the pipe members uses the U-shaped joint plate and the cruciform joint plate. However, an I-shaped joint plate and other shapes of joint plates are used. In this case, the opening end can be effectively sealed. Further, the present invention is not limited to a newly constructed steel tower, and can be mounted on an existing steel tower or the like.

【0028】[0028]

【発明の効果】以上詳しく説明したところより明らかな
ように、請求項1の発明によれば、気密性を有する弾性
部材を、第1の硬質部材と第2の硬質部材とで挟んで開
口内に挿入した状態で圧縮するだけの簡単な作業で、管
構造物の端部開口に迅速に装着でき、且つ従来のように
接着剤で弾性部材を接着する場合のような厄介な作業管
理が不要であり、雨天時や屋外での高所作業など作業環
境が悪くても容易に装着ができ、さらには、接着方式と
は異なり管材の内部点検が必要になった場合でも、第1
の硬質部材と第2の硬質部との間の圧縮を単に緩めるだ
けの簡単な作業で、この開口端部密閉構造を取り外すこ
とができ、この点でも接着方式に比し著しく便宜であ
り、また、非圧縮性と弾性と気密性を有する弾性部材
を、2枚の硬質部材でサンドイッチ状に挟み、これを円
筒状の管材内に挿入して2枚の硬質部材で強く圧縮する
ことで弾性部材に変形を与えさらに管材内で弾性部材の
流動を拘束することによってシール応力を上げているの
で、半永久的に密閉機能を保持することができ、さらに
は、弾性部材は、両側を二枚の硬質部材で挟まれ管材内
に封入、圧縮した状態で装着され外部から保護されてお
り、応力と温度の影響を受ける以外、外的な要因を受け
にくくなっているため、環境劣化が少なく、長期使用に
耐えることができる。
As is apparent from the above description, according to the first aspect of the present invention, the airtight elastic member is sandwiched between the first hard member and the second hard member, and the inside of the opening is formed. Simple operation of simply compressing while inserted into the tube, quickly attaches to the end opening of the pipe structure, and eliminates the cumbersome work management that is required when bonding elastic members with an adhesive as in the past. It can be easily installed even in poor working environments such as rainy weather or working at high places outdoors, and even if the internal inspection of the pipe is required unlike the adhesive method, the first
The opening end sealing structure can be removed by a simple operation of simply loosening the compression between the hard member and the second hard portion, which is also significantly more convenient than the bonding method, An elastic member having incompressibility, elasticity, and airtightness is sandwiched between two hard members in a sandwich shape, and this is inserted into a cylindrical tubular member and strongly compressed by the two hard members. In addition, since the sealing stress is raised by deforming the elastic member and restricting the flow of the elastic member in the tube material, the sealing function can be maintained semi-permanently. It is sandwiched between members, enclosed in a tube material, mounted in a compressed state and protected from the outside, and is not easily affected by external factors other than being affected by stress and temperature, so there is little environmental degradation and long-term use Can withstand.

【0029】請求項2の発明によれば、締付ボルトと第
1、第2の硬質部材と弾性部材の4つの部材からなり、
極めて簡素な構成でありながら、上記請求項1の発明の
奏する効果を発揮し、特に、装着がし易く、事後の管内
の点検に際しても締付ボルトを緩めて引き抜くだけの簡
単な作業で開口端密閉構造を取り外すことができる。請
求項3の発明によれば、管材の端部に固着された継手プ
レートが、U字状、一文字状、または十字状のいずれで
あっても本発明の開口端部気密構造を適用することがで
き、上記請求項1または2の発明に特有な効果を得るこ
とができる。請求項4の発明によれば、弾性部材が長期
の圧縮使用に対して管材(一般的には鋼管)との間にで
きた隙間へ徐々に変形しつつ移動する、いわゆるクリー
プ現象を防止することができ、換言すれば、応力緩和の
低下を無くし、長期に亘る使用においても気密性を保持
することができる。請求項5および6の発明によれば、
耐熱、耐寒、耐酸、耐海水、耐候性において極めて優れ
た材料をもって弾性部材を形成したから、管材の開口端
部の気密性を長期に亘って保持することができる。
According to the second aspect of the present invention, there are provided four members, namely, a tightening bolt, first and second hard members, and an elastic member.
Although it has a very simple structure, it exhibits the effects of the invention of the above-mentioned claim 1, and is particularly easy to install, and even when inspecting the inside of the pipe after a simple operation of loosening and pulling out the tightening bolt, the open end is easily obtained. The sealing structure can be removed. According to the third aspect of the present invention, it is possible to apply the open end airtight structure of the present invention regardless of whether the joint plate fixed to the end of the pipe is U-shaped, one-letter shaped, or cross-shaped. Thus, an effect peculiar to the invention of claim 1 or 2 can be obtained. According to the invention of claim 4, it is possible to prevent a so-called creep phenomenon in which the elastic member moves while being gradually deformed into a gap formed between the elastic member and a pipe (generally a steel pipe) for a long-term compression use. In other words, a decrease in stress relaxation can be prevented, and airtightness can be maintained even in long-term use. According to the invention of claims 5 and 6,
Since the elastic member is formed of a material that is extremely excellent in heat resistance, cold resistance, acid resistance, seawater resistance, and weather resistance, the airtightness of the open end of the tube can be maintained for a long time.

【0030】請求項7の発明によれば、ゴムの製造に一
般的に使用されている架橋剤(イオウ)の使用を避けて
過酸化物架橋にしているので、弾性部材と管材の接触面
での残留イオウによる金属腐食を防止することができ
る。請求項8の発明によれば、弾性部材の体積固有抵抗
値を105Ωcm以上に設定したので、弾性部材と管材の
接触面の電位差による起電力で腐食する、いわゆる電食
を確実に防止することができ、延いては管材の寿命を著
しく延長させることができる。請求項9の発明によれ
ば、硬度を5度から60度の間に設定したので、小さな
トルクで大きな変形量を得ることができ、且つ所定の気
密性能を得ることができる。尚、圧縮変形時に、小さな
トルクで大きな変位量を与えて気密性能を上げるには、
弾性部材の硬さは、20度から40度の硬さのものが好
ましい。請求項10の弾性体は、弾性体の厚さを15〜
30mmおよび自身の外周と前記管材の内周との間の間隙
を1〜3mmに設定したので、クリープ現象を防止つつ応
力緩和低下をなくし、長期使用にも充分な気密性を保持
し得る管構造物の開口端部密閉構造を提供することがで
きる。
According to the seventh aspect of the present invention, since the peroxide crosslinking is carried out while avoiding the use of a crosslinking agent (sulfur) generally used in the production of rubber, the contact surface between the elastic member and the pipe member is formed. Metal corrosion due to residual sulfur can be prevented. According to the invention of claim 8, since the volume specific resistance value of the elastic member is set to 10 5 Ωcm or more, so-called electrolytic corrosion, which is corroded by an electromotive force due to a potential difference between the contact surface of the elastic member and the tube material, is reliably prevented. Therefore, the life of the tubing can be significantly extended. According to the ninth aspect of the present invention, since the hardness is set between 5 degrees and 60 degrees, a large amount of deformation can be obtained with a small torque, and a predetermined airtight performance can be obtained. In order to improve the airtight performance by giving a large displacement with a small torque during compression deformation,
The elastic member preferably has a hardness of 20 to 40 degrees. The elastic body according to claim 10 has a thickness of the elastic body of 15 to
30 mm and the gap between the outer circumference of the pipe itself and the inner circumference of the pipe material are set to 1 to 3 mm, so that the creep phenomenon is prevented, the stress relaxation is not reduced, and the pipe structure capable of maintaining sufficient airtightness for long-term use. An open end sealing structure for an object can be provided.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1の実施の形態に係る管構造物の開
口端部密閉構造の組立完成状態の外観構成を示す斜視図
である。
FIG. 1 is a perspective view showing an external configuration of a tube structure according to a first embodiment of the present invention in an assembled state of an open end sealing structure.

【図2】図1の開口端部密閉構造を構成する締付ボルト
と、第1の硬質部材としての外側プレートと、弾性部材
としての弾性プレートと、第2の硬質部材としての内側
プレートをそれぞれ分解して示す分解斜視図である。
FIG. 2 shows a fastening bolt, an outer plate as a first hard member, an elastic plate as an elastic member, and an inner plate as a second hard member, respectively, which constitute the open end sealing structure of FIG. It is an exploded perspective view which shows it disassembled.

【図3】本発明に係る開口端部密閉構造を、斜材の端部
に取付ける過程を示す半截断面図である。
FIG. 3 is a half sectional view showing a process of attaching an open end sealing structure according to the present invention to an end of a diagonal member.

【図4】本発明に係る開口端部密閉構造を、斜材の端部
に取付けた状態を示す半截断面図である。
FIG. 4 is a half sectional view showing a state in which an open end sealing structure according to the present invention is attached to an end of a diagonal member.

【図5】図1に示す開口端部密閉構造を水平材または斜
材と継手プレートで形成される略半円形の開口端部に装
着した状態をそれぞれ示す左側面図(a)と同図のX−
X線矢視方向断面図である。
FIG. 5 is a left side view (a) showing a state in which the open end sealing structure shown in FIG. 1 is attached to a substantially semicircular open end formed by a horizontal member or a diagonal member and a joint plate, and FIG. X-
It is X-ray arrow direction sectional drawing.

【図6】本発明の第2の実施の形態に係る管構造物の開
口端部密閉構造の組立完成状態の構成を透視的に示す斜
視図である。
FIG. 6 is a perspective view showing a perspective view of a configuration of a tube structure according to a second embodiment of the present invention in an assembled state of an open end sealing structure.

【図7】図6の開口端部密閉構造を構成する締付ボルト
と、第1の硬質部材としての外側プレートと、弾性部材
としての弾性プレートと、第2の硬質部材としての内側
プレートをそれぞれ分解して示す分解斜視図である。
FIG. 7 shows a fastening bolt, an outer plate serving as a first hard member, an elastic plate serving as an elastic member, and an inner plate serving as a second hard member, each of which constitutes the open end sealing structure of FIG. It is an exploded perspective view which shows it disassembled.

【図8】本発明の第2の実施の形態に係る開口端部密閉
構造を、鉄塔を構成する補強材の一つである、例えば水
平材または斜材の端部に取付ける過程を示す半截断面図
である。
FIG. 8 is a half sectional view showing a process of attaching an open end sealing structure according to a second embodiment of the present invention to an end of, for example, a horizontal member or a diagonal member, which is one of reinforcing members constituting a steel tower. FIG.

【図9】本発明の第2の実施の形態に係る開口端部密閉
構造を、鉄塔を構成する補強材の一つである、例えば水
平材または斜材の端部に取付けた状態を示す半截断面図
である。
FIG. 9 is a partial cut-away view showing a state where the open-end sealing structure according to the second embodiment of the present invention is attached to an end of, for example, a horizontal member or a diagonal member, which is one of reinforcing members constituting a steel tower. It is sectional drawing.

【図10】従来の送電・通信用の鉄塔の一部構成を示す
立面図である。
FIG. 10 is an elevation view showing a partial configuration of a conventional power transmission / communication tower.

【符号の説明】[Explanation of symbols]

1 基礎部材 2 主柱材 3 水平材 4 斜材 5 ガセットプレート 6、20 継手プレート 6a、25 ボルト取付孔 7 中継プレート 11、21 締付ボルト 11a、21a 雄ねじ部 12、22 外側プレート 12a、22a、22c、23b、24b 切り落とし
部 12b、13a、22b、23a 貫通孔 13、23 弾性プレート 14、24 内側プレート 14a、24a 雌ねじ部 15、26 取付ボルト 27 ナット
DESCRIPTION OF SYMBOLS 1 Base member 2 Main pillar material 3 Horizontal material 4 Diagonal material 5 Gusset plate 6,20 Joint plate 6a, 25 Bolt mounting hole 7 Relay plate 11,21 Tightening bolt 11a, 21a Male screw part 12,22 Outer plate 12a, 22a, 22c, 23b, 24b Cut-off portion 12b, 13a, 22b, 23a Through hole 13, 23 Elastic plate 14, 24 Inner plate 14a, 24a Female screw portion 15, 26 Mounting bolt 27 Nut

───────────────────────────────────────────────────── フロントページの続き (72)発明者 岩渕 和仁 宮城県仙台市泉区七北田東裏180番地の1 株式会社ブリヂストンアイピーイー内 (72)発明者 山辺 東海士 岐阜県不破郡垂井町表佐4330 クラレプラ スチックス株式会社伊吹工場内 (72)発明者 板坂 康裕 東京都港区浜松町1丁目12番3号 三和鋼 器株式会社内 Fターム(参考) 2D059 BB33 2E125 AA35 AA52 AB17 AC16 AE13 AG03 AG09 AG12 AG41 BB01 BB08 BB09 BB16 BB22 BC02 BD01 BE02 BE05 BE07 BE08 BF01 CA05 CA19 EA15 EA21 EA33  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kazuhito Iwabuchi 180-1 Nanakita Higashiura, Izumi-ku, Sendai City, Miyagi Prefecture Inside Bridgestone IPE Corporation (72) Inventor Tokai Yamabe 4330 Omosa, Tarui-cho, Fuwa-gun, Gifu Prefecture Kuraraypla Styx Corporation Ibuki Plant (72) Inventor Yasuhiro Itasaka 1-12-3 Hamamatsucho, Minato-ku, Tokyo Sanwa Steel Equipment Co., Ltd. F-term (reference) 2D059 BB33 2E125 AA35 AA52 AB17 AC16 AE13 AG03 AG09 AG12 AG41 BB01 BB08 BB09 BB16 BB22 BC02 BD01 BE02 BE05 BE07 BE08 BF01 CA05 CA19 EA15 EA21 EA33

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 管構造物を構成する管材の開口端部を密
閉する開口端部密閉構造において、 気密性を有する弾性部材を、第1の硬質部材と第2の硬
質部材とで挟んで前記開口内に挿入した状態で圧縮する
ことにより前記管材の開口内面に向けて前記弾性部材の
体積を移動させて前記開口端部を密閉し得るように構成
したことを特徴とする管構造物の開口端部密閉構造。
1. An open end sealing structure for sealing an open end of a pipe material constituting a pipe structure, wherein an airtight elastic member is sandwiched between a first hard member and a second hard member. An opening in a pipe structure, characterized in that it is configured to be able to move the volume of the elastic member toward the inner surface of the opening of the tube by being compressed while inserted into the opening, thereby closing the opening end. Edge sealed structure.
【請求項2】 管構造物を構成する管材の開口端部を密
閉する開口端部密閉構造において、 締付ボルトと、 前記締付ボルトが挿通される貫通孔が穿設され、前記開
口端部に当接される平板状の第1の硬質部材と、 前記締付ボルトが挿通される貫通孔が穿設され、前記開
口内に緩く嵌入し得る外形を呈し、気密性を有する厚肉
の弾性部材と、 前記締付ボルトの雄ねじ部と螺合する雌ねじ部が付設さ
れ、前記開口内に緩く嵌入し得る外形を呈する平板状の
第2の硬質部材と、 を具備し、前記第1の硬質部材と前記第2の硬質部材と
の間に前記弾性部材を挟んだ状態で、前記締付ボルトを
締付けることにより前記弾性部材を圧縮して前記管材の
開口内面に向けて前記弾性部材の体積を移動させて前記
開口端部を密閉し得るように構成したことを特徴とする
管構造物の開口端部密閉構造。
2. An open end sealing structure for sealing an open end of a pipe material constituting a pipe structure, wherein a tightening bolt and a through hole through which the tightening bolt is inserted are formed, and the open end is formed. A first rigid member in the form of a flat plate which is in contact with the opening; and a through-hole through which the tightening bolt is inserted is formed, and has an outer shape capable of loosely fitting into the opening, and has a thick air-tight elasticity. A first hard member having a female screw portion to be screwed with a male screw portion of the tightening bolt, and a plate-shaped second hard member having an outer shape capable of loosely fitting into the opening. With the elastic member interposed between the member and the second hard member, the elastic member is compressed by tightening the tightening bolt to reduce the volume of the elastic member toward the inner surface of the opening of the tube. The opening end can be closed by moving the opening. Open end sealed structure of the tube structure to.
【請求項3】 前記第2の硬質部材と前記弾性部材は、
送電・通信用の鉄塔または橋梁を構成する管材の開口か
ら軸線方向に突出し且つ前記開口を二分割または四分割
する板状の継手プレートの表裏または直交する二面と前
記管材の内周とで区画される開口端部に緩く嵌入し得る
形状を呈し、前記第1の硬質部材は前記開口端面に当接
し得る形状を呈することを特徴とする請求項1または2
に記載の管構造物の開口端部密閉構造。
3. The second hard member and the elastic member,
The front and back or two orthogonal surfaces of a plate-like joint plate projecting in the axial direction from an opening of a pipe constituting a power transmission / communication tower or bridge and dividing the opening into two or four parts and an inner periphery of the tube. The first hard member has a shape that can be loosely fitted into the opening end portion to be formed, and the first hard member has a shape that can contact the opening end surface.
4. The closed structure at the open end of the pipe structure according to 1.
【請求項4】 前記弾性部材は、架橋分子構造を持つ弾
性体よりなることを特徴とする請求項1〜3のいずれか
の項に記載の管構造物の開口端部密閉構造。
4. The closed structure for an open end of a tubular structure according to claim 1, wherein the elastic member is made of an elastic body having a cross-linked molecular structure.
【請求項5】 前記弾性部材は、エチレン−プロピレン
共重合体ゴムよりなる弾性体であることを特徴とする請
求項1〜3のいずれかの項に記載の管構造物の開口端部
密閉構造。
5. The closed structure for an open end of a pipe structure according to claim 1, wherein the elastic member is an elastic body made of an ethylene-propylene copolymer rubber. .
【請求項6】 前記弾性部材は、シリコーンゴムよりな
ることを特徴とする請求項1〜3のいずれかの項に記載
の管構造物の開口端部密閉構造。
6. The closed structure for an open end of a pipe structure according to claim 1, wherein the elastic member is made of silicone rubber.
【請求項7】 前記弾性体は、架橋処理が過酸化物架橋
によるものであることを特徴とする請求項5に記載の管
構造物の開口端部密閉構造。
7. The closed structure for an open end of a pipe structure according to claim 5, wherein the elastic body has a crosslinking treatment performed by peroxide crosslinking.
【請求項8】 前記弾性体の体積固有抵抗値は、105
Ωcm以上であることを特徴とする請求項1〜3のいず
れかの項に記載の管構造物の開口端部密閉構造。
8. The elastic body has a volume resistivity of 10 5.
The open end sealing structure of the tube structure according to any one of claims 1 to 3, wherein the resistance is not less than Ωcm.
【請求項9】 前記弾性体は、5度〜60度(JIS
K6301 JISA規格)の硬さを有していることを
特徴とする請求項7または8に記載の管構造物の開口端
部密閉構造。
9. The elastic body may be 5 to 60 degrees (JIS
The open end sealing structure of a pipe structure according to claim 7 or 8, wherein the structure has a hardness of K6301 (JISA standard).
【請求項10】 前記弾性体は、15mm〜30mmの厚み
を有し、管材内に挿入された自然の状態において自身の
外周と前記管材の内周との間に1mm〜3mmの間隙を存す
る大きさに形成されていることを特徴とする請求項9に
記載の管構造物の開口端部密閉構造。
10. The elastic body has a thickness of 15 mm to 30 mm, and has a gap of 1 mm to 3 mm between its outer periphery and the inner periphery of the tube in a natural state inserted into the tube. 10. The closed structure for an open end of a tubular structure according to claim 9, wherein the closed end is formed.
JP2000375314A 2000-12-08 2000-12-08 Sealing structure at the open end of tube structures Expired - Fee Related JP3675713B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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JP3675713B2 JP3675713B2 (en) 2005-07-27

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JP2005307465A (en) * 2004-04-19 2005-11-04 Tetsuhiko Aoki Reinforcing member assembly of steel pipe structure
JP2007186903A (en) * 2006-01-13 2007-07-26 Nippon Tetto Kogyo Kk Joint for pole member of steel pipe tower
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Publication number Priority date Publication date Assignee Title
JP2005307465A (en) * 2004-04-19 2005-11-04 Tetsuhiko Aoki Reinforcing member assembly of steel pipe structure
JP2007186903A (en) * 2006-01-13 2007-07-26 Nippon Tetto Kogyo Kk Joint for pole member of steel pipe tower
JP2007186893A (en) * 2006-01-13 2007-07-26 Jfe Steel Kk Double steel-pipe type brace member
JP2011153416A (en) * 2010-01-26 2011-08-11 Kumagai Gumi Co Ltd Pipe-like body attached to skeleton member partially constituting skeleton of structure
KR101011252B1 (en) 2010-11-24 2011-01-26 김석희 Rigid-frame bridge frame for reinforcing negative moment part and rigid-frame bridge having it
KR101340625B1 (en) * 2013-06-18 2013-12-11 (주)누리일렉콤 Reinforcing device of steel pole
CN107268808A (en) * 2017-07-21 2017-10-20 中国能源建设集团浙江省电力设计院有限公司 A kind of high-bearing capacity Steel Tube Joint and preparation method
CN111472259A (en) * 2020-04-18 2020-07-31 合肥皖兴建设工程有限公司 Bridge steel structure connecting piece
CN115059174A (en) * 2022-06-06 2022-09-16 河北工程大学 Steel-aluminum composite space grid structure system

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