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JP3036668U - Steel pipe joint structure - Google Patents

Steel pipe joint structure

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Publication number
JP3036668U
JP3036668U JP1996010168U JP1016896U JP3036668U JP 3036668 U JP3036668 U JP 3036668U JP 1996010168 U JP1996010168 U JP 1996010168U JP 1016896 U JP1016896 U JP 1016896U JP 3036668 U JP3036668 U JP 3036668U
Authority
JP
Japan
Prior art keywords
steel pipe
splicing
semi
members
joint structure
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.)
Expired - Lifetime
Application number
JP1996010168U
Other languages
Japanese (ja)
Inventor
巖 河野
Original Assignee
日本鉄塔工業株式会社
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 日本鉄塔工業株式会社 filed Critical 日本鉄塔工業株式会社
Priority to JP1996010168U priority Critical patent/JP3036668U/en
Application granted granted Critical
Publication of JP3036668U publication Critical patent/JP3036668U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

(57)【要約】 【課題】 景観を損なわず、上下鋼管柱がゆるみ、外れ
なく確実に接合される、施工性のよい鋼管の継手構造を
提供する。 【解決手段】 上下鋼管部材1、2に同各部材の外周面
を囲繞する環状の鋼管添接部3、4を設け、同鋼管添接
の対応部位に半円環状凹部6が設けられた一双の半円筒
形添接ブロック5を前記両鋼管部材に跨がって抱着し、
前記凹部6と鋼管添接部とを係合せしめ、鋼管部材を囲
繞するPC鋼棒7で緊締した。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To provide a joint structure of a steel pipe having good workability, in which upper and lower steel pipe columns are loosened and securely joined without coming off without damaging the landscape. SOLUTION: The upper and lower steel pipe members 1 and 2 are provided with annular steel pipe splicing portions 3 and 4 surrounding the outer peripheral surfaces of the respective members, and a semicircular annular concave portion 6 is provided at a portion corresponding to the steel pipe splicing. Embracing the semi-cylindrical splicing block 5 of the above across both steel pipe members,
The concave portion 6 and the steel pipe splicing portion were engaged with each other, and tightened with a PC steel rod 7 surrounding the steel pipe member.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は鋼管の継手構造に係るものである。 The present invention relates to a joint structure for steel pipes.

【0002】[0002]

【従来の技術】[Prior art]

従来の鋼管継手構造は、上下各鋼管の接合部に設けたフランジを溶接するか、 ボルト接合して構成されている。 The conventional steel pipe joint structure is constructed by welding flanges provided at the joints of upper and lower steel pipes or by bolting.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら前記従来の鋼管継手構造はフランジ接合となるため、フランジ部 が鋼管の外部に突出して景観を損ない、またボルト継手は多数のボルトの接合作 業となり多大の手間を要し、高所作業となるので危険であった。 本考案は前記従来技術の有する問題点に鑑みて提案されたもので、その目的と するところは景観を損なわず、現場接合作業が簡単容易に行なわれ、上下鋼管柱 がゆるみ、外れなく確実に接合される鋼管の継手構造を提供する点にある。 However, since the above-mentioned conventional steel pipe joint structure is flange joint, the flange portion protrudes to the outside of the steel pipe and spoils the scenery, and the bolt joint requires a large number of bolts to be joined, which requires a lot of time and labor at high places. It was dangerous. The present invention has been proposed in view of the above-mentioned problems of the prior art. The purpose of the present invention is not to damage the landscape, the on-site joining work can be easily and easily performed, and the upper and lower steel pipe columns can be securely attached without loosening. The point is to provide a joint structure of steel pipes to be joined.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

前記の目的を達成するため、本考案に係る鋼管の継手構造は、上下鋼管部材の 各接合端部近傍において、同各鋼管部材の外周面を囲繞する環状の鋼管添接部が 配設され、内周面に夫々前記鋼管添接部の対応部位に半円環状凹部が設けられた 一双の半円筒形添接ブロックを前記上下鋼管部材に亘って抱着するとともに、同 添接ブロックの半円環状凹部を前記上下鋼管の前記各鋼管添接部に係合せしめ、 前記各鋼管部材を囲繞するPC鋼棒を前記鋼管部材より突設された支圧板に挿貫 し、緊張、締着して構成されている。 In order to achieve the above-mentioned object, in the steel pipe joint structure according to the present invention, an annular steel pipe splicing portion that surrounds the outer peripheral surface of each steel pipe member is provided in the vicinity of each joint end of the upper and lower steel pipe members. A pair of semi-cylindrical splicing blocks, each having a semi-circular ring-shaped recess on the inner surface of the steel pipe splicing part, are attached to the upper and lower steel pipe members, and the semi-circular shape of the splicing block is attached. The annular recesses are engaged with the respective steel pipe splicing portions of the upper and lower steel pipes, and the PC steel rods surrounding the respective steel pipe members are inserted into a pressure plate projecting from the steel pipe members and are tightened and fastened. It is configured.

【0005】[0005]

【考案の実施の形態】[Embodiment of the invention]

以下、本考案は図面に示す本考案の最も好ましい実施の形態について説明する 。 1は上部鋼管部材、2は下部鋼管部材で同上下部鋼管部材の各接合部近傍にお いて各鋼管部材の外周を囲繞する環状の鋼管添接部3、4が突設されている。 Hereinafter, the present invention will be described with reference to the most preferred embodiment of the present invention shown in the drawings. Reference numeral 1 is an upper steel pipe member, 2 is a lower steel pipe member, and annular steel pipe splicing portions 3 and 4 surrounding the outer periphery of each steel pipe member are provided in the vicinity of respective joints of the upper and lower steel pipe members.

【0006】 5は一双の半円筒形添接ブロックで、前記各鋼管部材1、2の鋼管添接部3、 4の対応部位に半円環状凹部6が設けられている。 而して前記上下鋼管部材1、2の接合部に亘って一双の半円筒添接ブロック5 を抱着するとともに、同各円筒形添接ブロック5に設けた各半円環状凹部6に前 記上下鋼管部材1、2に突設された鋼管添接部3、4を係合せしめ、前記各半円 筒形添接ブロック5の外側からPC鋼棒7を捲回、緊張し、前記鋼管部材1、2 から径方向に突設された支圧板8に定着する。Reference numeral 5 denotes a pair of semi-cylindrical splicing blocks, each of which has a semi-circular annular recess 6 formed at a corresponding portion of the steel pipe splicing portions 3 and 4. Thus, a pair of semi-cylindrical attachment blocks 5 are held over the joints of the upper and lower steel pipe members 1 and 2, and the semi-circular annular recesses 6 provided in the respective cylindrical attachment blocks 5 are described above. The steel pipe splicing parts 3 and 4 projecting from the upper and lower steel pipe members 1 and 2 are engaged with each other, and the PC steel rod 7 is wound and tensioned from the outside of each of the semi-cylindrical cylindrical splicing blocks 5 to form the steel pipe member. It is fixed to the bearing plate 8 protruding from the radial direction 1, 2.

【0007】 図中9は同支圧板8に設けた貫通孔に貫通されたPC鋼棒固定側頭部、10は PC鋼棒締付側ボルト・ナットである。図中11は水切りフランジである。 図示の鋼管継手構造は前記したように構成されているので上下各鋼管部材1、 2の各外周面を囲繞する環状の鋼管添接部3、4と前記上下各鋼管部材1、2を 抱着する一双の半円筒形添接ブロック5に夫々設けた各半円環状凹部6との噛合 によって上下鋼管部材1、2間の力の伝達が円滑に行なわれる。また同各鋼管部 材1、2はPC鋼棒7で緊締されるため、同各鋼管部材1、2の接合部の弛み、 外れが生起しない。In the figure, 9 is a PC steel rod fixing side head which is penetrated through a through hole provided in the pressure bearing plate 8, and 10 is a PC steel rod tightening side bolt and nut. In the figure, 11 is a draining flange. Since the illustrated steel pipe joint structure is configured as described above, the annular steel pipe splicing portions 3 and 4 surrounding the outer peripheral surfaces of the upper and lower steel pipe members 1 and 2 and the upper and lower steel pipe members 1 and 2 are bonded together. The force is smoothly transmitted between the upper and lower steel pipe members 1 and 2 by meshing with the respective semi-cylindrical recesses 6 provided on the pair of semi-cylindrical splicing blocks 5. Further, since the respective steel pipe members 1 and 2 are tightened by the PC steel rod 7, the joints between the steel pipe members 1 and 2 are not loosened or come off.

【0008】[0008]

【考案の効果】[Effect of the invention]

本考案に係る鋼管の継手構造においては前記したように、上下鋼管部材の各接 合端部近傍において配設された各部材の外周面を囲繞する環状の鋼管添接部と、 前記上下両鋼管部材を抱着する一双の半円筒形添接ブロックに設けた凹部とを係 合せしめたことによって、前記上下鋼管部材の現場接合作業が容易に行なわれ、 力の伝達が円滑に行なわれ、且つ鋼管外面に従来のフランジの如き大きな突起物 がなく、景観を損なうことがない。 In the steel pipe joint structure according to the present invention, as described above, an annular steel pipe splice contact portion surrounding the outer peripheral surface of each member disposed near each joint end of the upper and lower steel pipe members, and the upper and lower steel pipes. By engaging the recesses provided in the pair of semi-cylindrical splicing blocks that hold the members together, the on-site joining work of the upper and lower steel pipe members can be easily performed, and the force transmission can be smoothly performed, and The outer surface of the steel pipe does not have large protrusions like conventional flanges, and does not spoil the landscape.

【0009】 更に本考案によれば前記各鋼管部材を囲繞するPC鋼棒を前記鋼管部材より突 設された支圧板に挿貫して緊張定着したことによって上下鋼管部材の接合部に弛 みや外れを生起することがない。Further, according to the present invention, a PC steel rod surrounding each of the steel pipe members is inserted into a bearing plate projecting from the steel pipe member and tension-fixed, whereby slack or detachment occurs at the joint between the upper and lower steel pipe members. Never occur.

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

【図1】本考案に係る鋼管の継手構造を示す正面図であ
る。
FIG. 1 is a front view showing a joint structure for a steel pipe according to the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図2の矢視A−A図である。FIG. 3 is a view taken along the line AA of FIG.

【図4】鋼管接合端部を示す縦断面図である。FIG. 4 is a vertical cross-sectional view showing a steel pipe joint end portion.

【図5】半円筒形添接ブロックの縦断面図である。FIG. 5 is a vertical sectional view of a semi-cylindrical splicing block.

【符号の説明】[Explanation of symbols]

1 上部鋼管部材 2 下部鋼管部材 3 鋼管添接部 4 鋼管添接部 5 半円筒形添接ブロック 6 半円環状凹部 7 PC鋼棒 8 支圧板 9 PC鋼棒固定側頭部 10 PC鋼棒締付側ボルト・ナット 1 Upper steel pipe member 2 Lower steel pipe member 3 Steel pipe splicing part 4 Steel pipe splicing part 5 Semi-cylindrical splicing block 6 Semi-annular recess 7 PC steel rod 8 Bearing plate 9 PC steel rod fixed side head 10 PC steel rod tightening Attached side bolts and nuts

Claims (1)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 上下鋼管部材の各接合端部近傍におい
て、同各鋼管部材の外周面を囲繞する環状の鋼管添接部
が配設され、内周面に夫々前記鋼管添接部の対応部位に
半円環状凹部が設けられた一双の半円筒形添接ブロック
を前記上下鋼管部材に亘って抱着するとともに、同添接
ブロックの半円環状凹部を前記上下鋼管の前記各鋼管添
接部に係合せしめ、前記各鋼管部材を囲繞するPC鋼棒
を前記鋼管部材より突設された支圧板に挿貫し、緊張、
締着してなることを特徴とする鋼管の継手構造。
1. An annular steel pipe splicing part that surrounds the outer peripheral surface of each steel pipe member is provided in the vicinity of each joint end of the upper and lower steel pipe members, and the corresponding portion of the steel pipe splicing part is provided on the inner peripheral surface. A pair of semi-cylindrical splicing blocks provided with semi-circular recesses are attached to the upper and lower steel pipe members, and semi-circular recesses of the splicing block are joined to the steel pipe splicing parts of the upper and lower steel pipes. , A PC steel rod surrounding each of the steel pipe members is inserted into a bearing plate protruding from the steel pipe member, and tension is applied,
Steel pipe joint structure characterized by being tightened.
JP1996010168U 1996-10-09 1996-10-09 Steel pipe joint structure Expired - Lifetime JP3036668U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1996010168U JP3036668U (en) 1996-10-09 1996-10-09 Steel pipe joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1996010168U JP3036668U (en) 1996-10-09 1996-10-09 Steel pipe joint structure

Publications (1)

Publication Number Publication Date
JP3036668U true JP3036668U (en) 1997-05-02

Family

ID=43171419

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1996010168U Expired - Lifetime JP3036668U (en) 1996-10-09 1996-10-09 Steel pipe joint structure

Country Status (1)

Country Link
JP (1) JP3036668U (en)

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