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JP3018179U - Mounting member for joining rectangular steel pipe columns and beams for construction - Google Patents

Mounting member for joining rectangular steel pipe columns and beams for construction

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Publication number
JP3018179U
JP3018179U JP1994013299U JP1329994U JP3018179U JP 3018179 U JP3018179 U JP 3018179U JP 1994013299 U JP1994013299 U JP 1994013299U JP 1329994 U JP1329994 U JP 1329994U JP 3018179 U JP3018179 U JP 3018179U
Authority
JP
Japan
Prior art keywords
steel pipe
plate
pipe column
rectangular steel
mounting
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
JP1994013299U
Other languages
Japanese (ja)
Inventor
安敞 近藤
Original Assignee
近藤鋼材株式会社
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 近藤鋼材株式会社 filed Critical 近藤鋼材株式会社
Priority to JP1994013299U priority Critical patent/JP3018179U/en
Application granted granted Critical
Publication of JP3018179U publication Critical patent/JP3018179U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】 本考案は現場に於いて、溶接作業を行うこと
なく、素人にでも簡単に且つ確実に接合することが可能
なボルト締付作業だけで角形鋼管柱と梁の接合が出来
る。又、組立工数は従来品よりも減少し、コストダウン
が可能となると共に品質も安定する。 【構成】 矩形状の内板1の四辺に、上下に複数の取付
穴21が穿設された当板2の中央位置を固着させ、且つ、
前記各取付穴21の内側にナット部材3を固着し、その当
板2で前記内板1を囲うと共に対向する各当板2の外側
寸法が角形鋼管柱の内側寸法と略同一寸法に成す。又、
前記取付穴21の内側にナット部材3を固着する代りに、
直接に前記取付穴21を取付ネジ穴と成しても良い。
(57) [Abstract] [Purpose] The present invention can be applied to a square steel pipe column and beam only by bolt tightening work that can be easily and surely joined even by an amateur without welding work on site. Can be joined. Further, the number of assembling steps is reduced as compared with the conventional product, the cost can be reduced, and the quality is stable. [Structure] The center position of a contact plate 2 having a plurality of mounting holes 21 formed vertically is fixed to the four sides of a rectangular inner plate 1, and
The nut member 3 is fixed to the inside of each of the mounting holes 21, and the outer plate of each of the contact plates 2 that surrounds the inner plate 1 with the corresponding plate 2 and is opposed to the inner plate 1 is approximately the same as the inner size of the rectangular steel pipe column. or,
Instead of fixing the nut member 3 inside the mounting hole 21,
The mounting hole 21 may be directly formed as a mounting screw hole.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は柱梁接合部の溶接作業を行うことなく、ボルト締付作業だけで角形鋼 管柱と梁の接合が出来る接合用取付部材に関する。 The present invention relates to a joint mounting member capable of joining a square steel pipe column and a beam only by bolting work without performing welding work on a beam-column joint.

【0002】[0002]

【従来の技術】[Prior art]

従来から鉄骨構造体の柱材として角形鋼管柱が多く用いられており、角形鋼管 が閉鎖断面であり、該閉鎖断面の外側からだけの締付け施工が可能で且つ充分な 強度を有するワンサイドボルトがなかったために、角形鋼管柱と梁の接合には、 溶接作業によって接合せざる得なかった。この場合には、予め梁ブラケットH形 鋼とパネルゾ−ンを溶接して組立ておき、それを一体に接合し、更に一定長さの 角形鋼管柱を上下に配置し一体に溶接する通しダイアフラムタイプや内ダイアフ ラムタイプのものが主流であった。又、最近に於いては、高力ボルト引張接合が 注目されている。 Conventionally, square steel pipe columns have been often used as column materials for steel frame structures.The square steel pipe has a closed cross section, and one-sided bolts that can be tightened only from the outside of the closed cross section and have sufficient strength. Therefore, there was no choice but to join the square steel column and beam by welding. In this case, the beam bracket H-section steel and the panel zone are welded and assembled in advance, then they are joined together, and a rectangular steel pipe column of a certain length is arranged vertically and welded together. The inner diaphragm type was the mainstream. Recently, high-strength bolt tension bonding has been attracting attention.

【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、前記通しダイアフラムタイプや内ダイアフラムタイプのものは 溶接組立工数が多く、且つ、熟練技能を必要とするため、コスト的にも加工度が 高く、コスト低減が困難であると共に熟練工が不足しているため安定した品質確 保が困難であった。また高力ボルト引張接合のものは、角形鋼管柱と梁を接合す る際、穴が穿設された補強用部材を、角形鋼管柱の外側4隅に溶接しなければな らず、上記同様に熟練技能を必要とし、安定した品質確保が困難な点もあった。 更に前記高力ボルトであるワンサイドボルトを使用する場合は穴位置や大きさな どの高い寸法精度が必要であると共にワンサイドボルトの価格が高く、強度面で 不安があるため、殆ど普及されていない等の問題点があった。尚、角形鋼管柱と 梁の接合が、溶接作業を行うことなくボルト締付作業だけで接合が出来るものは 従来には殆ど無かった。 However, the through-diaphragm type and the inner diaphragm type require a large number of welding and assembly man-hours and require skill, so the cost is high and the cost is difficult to reduce. Therefore, it was difficult to ensure stable quality. In the case of high-strength bolt tension joints, when joining square steel pipe columns and beams, reinforcing members with holes must be welded to the four outer corners of the square steel pipe columns. There was also a point that it was difficult to secure stable quality because it required skilled skills. Further, when using one-side bolts, which are high-strength bolts, high dimensional accuracy such as hole position and size is required, and the price of one-side bolts is high and there is concern about strength. There were problems such as not being. In the past, there has been almost no connection between a square steel tube column and a beam that can be done only by tightening bolts without welding work.

【0004】 本考案は素人にでも簡単に且つ確実に接合することが可能となる建築用角形鋼 管柱と梁の接合用取付部材を提供するにある。An object of the present invention is to provide an attachment member for joining a rectangular steel pipe column for construction and a beam, which enables even an amateur to easily and reliably join.

【0005】[0005]

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

上記問題点を解決するために本考案は成されたものであり、つまり、矩形状の 内板の四辺に、上下に複数の取付穴が穿設された当板の中央位置を固着させ、且 つ、前記各取付穴の内側にナット部材を固着し、その当板で前記内板を囲うと共 に対向する各当板の外側寸法が角形鋼管柱の内側寸法と略同一寸法に成した。又 、前記取付穴の内側にナット部材を固着する代りに、直接に前記取付穴を取付ネ ジ穴と成しても良い。 The present invention has been made to solve the above-mentioned problems, that is, the central position of a plate in which a plurality of mounting holes are vertically formed is fixed to the four sides of a rectangular inner plate, and First, a nut member is fixed to the inside of each of the mounting holes, and the outer dimension of each of the contact plates facing each other while surrounding the inner plate with the corresponding contact plate is substantially the same as the inner size of the rectangular steel pipe column. Further, instead of fixing the nut member inside the mounting hole, the mounting hole may be directly formed as a mounting screw hole.

【0006】[0006]

【作用】[Action]

次に本考案の使用方法について説明する。予めスプリットT(5)を取付ける ための穴(41)が縦横面に穿設された角形鋼管柱(4)を用意しておく(図3参 照)。先ず始めに本考案品を角形鋼管柱(4)の内部に挿入し、油圧シリンダ− などで所定位置まで圧送して送り込む。この時、角形鋼管柱(4)は横に倒した 状態で圧入すると共に取付穴(21)と前記穴(41)が合っていることを確認する 。この時、角形鋼管柱(4)の外側からボルトを当板(2)に設けたネジ穴(23 )に螺合させて位置決め固定すると良い。確認後、スプリットT(5)をセット し、ボルトなどの締結部材(6)を外側から差し込んでナット部材(3)或いは 取付ネジ穴(22)に螺合し仮締めを行う。ここまで工場などで行うと良い。そし て現場に於いて角形鋼管柱(4)を予め所定位置に立設させておく。次にH形鋼 梁(7)をクレ−ンで吊り上げ、スプリットT(5)の間へ横入れする。その後 、締結部材(6)で締付けて取付けるのである。尚、前記スプリットT(5)は 、工場に於いてH形鋼梁(7)の下側部だけを角形鋼管柱(4)に取付けておき 、又、H形鋼梁(7)の上側にはスプリットT(5)を直接取付けておき、現場 で組立てもよい。このように本考案品が角形鋼管柱(4)の内部に取付けること により、外側から締結部材(6)で簡単に締結作業が可能となり、且つ、本考案 品は補強部材の役目も果たすのである(図4参照)。尚、建物構造が低層、例え ば3階建ての場合に於いて、1本の通し角形鋼管柱(4)に穴(41)を穿設し、 その内部に本考案品を上下からそれぞれ送り込むことが充分に可能であり、作業 性が向上し、更に工数が激減する。 Next, a method of using the present invention will be described. Prepare a rectangular steel pipe column (4) with holes (41) for attaching the split T (5) in the vertical and horizontal planes beforehand (see Fig. 3). First, the product of the present invention is inserted into the rectangular steel pipe column (4), and is hydraulically fed by pressure to a predetermined position. At this time, confirm that the square steel pipe column (4) is press-fitted in a state of being laid sideways and that the mounting hole (21) and the hole (41) are aligned. At this time, a bolt may be screwed into the screw hole (23) provided on the contact plate (2) from the outside of the rectangular steel pipe column (4) to position and fix it. After checking, set the split T (5), insert the fastening member (6) such as a bolt from the outside, screw it into the nut member (3) or the mounting screw hole (22), and temporarily tighten. It is better to do this up to the factory. Then, the rectangular steel pipe column (4) is set up in advance at a predetermined position on site. Next, the H-shaped steel beam (7) is hoisted by a crane and horizontally inserted between the split T (5). After that, the fastening member (6) is tightened and attached. The split T (5) is attached only to the lower side of the H-shaped steel beam (7) to the rectangular steel pipe column (4) at the factory, and is attached to the upper side of the H-shaped steel beam (7). The split T (5) may be directly attached and assembled at the site. By mounting the product of the present invention on the inside of the rectangular steel pipe column (4), the fastening work can be easily performed from the outside with the fastening member (6), and the product of the present invention also serves as a reinforcing member. (See Figure 4). In the case of a low-rise building structure, for example, a three-story building, a hole (41) should be drilled in one through-column steel pipe column (4), and the product of the present invention should be fed into it from above and below, respectively. Is sufficiently possible, workability is improved, and man-hours are drastically reduced.

【0007】[0007]

【実施例】【Example】

図1は本考案の実施例を示す図であり、これに基づき説明する。(1)は厚手 鋼板で矩形状に形成した内板である。尚、前記内板(1)の4隅は角を除去して おくと良い。(2)は内板(1)の四辺に固着する厚手鋼板の当板であり、該当 板(2)の上下には複数の取付穴(21)が穿設され、その当板(2)の中央位置 は内板(1)と固着させ、且つ前記内板(1)を前記当板(2)で囲うと共に、 対向する各当板(2)の外側寸法が角形鋼管柱(4)の内側寸法と略同一寸法と し、圧入可能な寸法とする。また前記取付穴(21)は角形鋼管柱(4)に穿設し た穴(41)と略同一或いは若干大きめな穴とする。(3)は取付穴(21)の内側 で且つその同心上に固着させたナット部材である。 FIG. 1 is a diagram showing an embodiment of the present invention, and description will be made based on this. (1) is an inner plate formed of a thick steel plate in a rectangular shape. The four corners of the inner plate (1) should have their corners removed. (2) is a thick steel plate contact plate that is fixed to the four sides of the inner plate (1), and a plurality of mounting holes (21) are formed on the upper and lower sides of the plate (2). The central position is fixed to the inner plate (1), the inner plate (1) is surrounded by the contact plate (2), and the outer dimension of each of the opposing contact plates (2) is the inner side of the rectangular steel pipe column (4). The dimensions should be approximately the same as the dimensions so that they can be press-fitted. The mounting hole (21) is approximately the same as or slightly larger than the hole (41) formed in the rectangular steel pipe column (4). (3) is a nut member fixed inside and concentric with the mounting hole (21).

【0008】 図2は本考案の別実施例を示す図であり、これは前記実施例と比べ、前記当板 (2)の取付穴(21)へ直接にネジを刻設して取付ネジ穴(22)と成し、且つ、 位置決め用ネジ穴(23)を設けたもので、ナット部材(3)が省略されるが、他 は同一である。尚、この場合には、当板(2)の肉厚が薄い場合には強度的に問 題を生じる恐れがあるため、厚手の場合のみ実施する。FIG. 2 is a view showing another embodiment of the present invention, which is different from the above embodiment in that a screw is directly engraved in the mounting hole (21) of the contact plate (2) to mount the screw hole. (22) and provided with a positioning screw hole (23), and the nut member (3) is omitted, but otherwise the same. In this case, if the thickness of the contact plate (2) is thin, there may be a problem in strength.

【0009】[0009]

【考案の効果】[Effect of device]

本考案はこのように構成させたことにより、下記に記載する効果を有する。 By having such a configuration, the present invention has the following effects.

【0010】 請求項1に示すように、上下に複数の取付穴(21)が穿設されその内側にナッ ト部材(3)を固着した当板(2)で、矩形状の内板(1)の四辺を囲うと共に 対向する各当板(2)の外側寸法が角形鋼管柱(4)の内側寸法と略同一寸法に 成したことにより、角形鋼管柱(4)の内部にナット部材(3)或いは取付ネジ 穴(22)が設けられるので、従来行っていた溶接作業が不要となり、ボルト締付 作業だけで熟練技能が不要となり、素人でも簡単に且つ確実に接合することが可 能となる。又、全体としての組立工数は従来品よりも約5分の1に減少し、加工 コストも同様に約5分の1の低減が可能となり、材料費を含めた製品コストは約 3割低減でき、品質も安定する。しかも従来のワンサイドボルトを使用する場合 の如き穴位置や大きさなどの高い寸法精度が不要であり、一般のボルトが使用出 来る。As described in claim 1, a contact plate (2) having a plurality of mounting holes (21) formed on the upper and lower sides and having a nut member (3) fixed inside thereof, and a rectangular inner plate (1). The outer dimension of each contact plate (2) that surrounds the four sides of (1) and is opposed to each other is substantially the same as the inner dimension of the rectangular steel pipe column (4), so that the nut member (3) is formed inside the rectangular steel pipe column (4). ) Or the mounting screw hole (22) is provided, so welding work that has been performed conventionally is not required, and skilled work is not required only by bolt tightening work, and even an amateur can easily and reliably join. . Also, the total assembly man-hours are reduced to about 1/5 of the conventional products, and the processing cost can be reduced by about 1/5 as well, and the product cost including material cost can be reduced by about 30%. , The quality is stable. Moreover, it does not require high dimensional accuracy such as hole position and size when using conventional one-sided bolts, and general bolts can be used.

【0011】 請求項2に示すように当板(2)に取付ネジ穴(22)を設けることにより、本 考案品自体の製造コストが低減化できるのである。By providing the mounting plate (2) with the mounting screw hole (22) as described in claim 2, the manufacturing cost of the device of the present invention can be reduced.

【0012】 請求項3のように角形鋼管柱(4)と本考案品を予め固定させておくことによ り、角形鋼管柱(4)を移動させたり或いは立設させたりする時に、本考案品の 取付位置のずれや落下が防止できるのである。By fixing the rectangular steel pipe column (4) and the product of the present invention in advance as in claim 3, when the rectangular steel pipe column (4) is moved or set upright, the present invention It is possible to prevent the mounting position of the product from shifting and dropping.

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

【図1】本考案の実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】本考案の別実施例を示す斜視図である。FIG. 2 is a perspective view showing another embodiment of the present invention.

【図3】本考案の使用状態を示す説明図である。FIG. 3 is an explanatory view showing a usage state of the present invention.

【図4】本考案の取付状態を示す説明図である。FIG. 4 is an explanatory view showing a mounting state of the present invention.

【符号の説明】[Explanation of symbols]

1 内板 2 当板 21 取付穴 22 取付ネジ穴 23 ネジ穴 3 ナット部材 4 角形鋼管柱 1 Inner plate 2 This plate 21 Mounting hole 22 Mounting screw hole 23 Screw hole 3 Nut member 4 Square steel pipe column

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 矩形状の内板(1)の四辺には、上下に
複数の取付穴(21)が穿設された当板(2)の中央位置
を固着させ、且つ、前記各取付穴(21)の内側にナット
部材(3)を固着し、その当板(2)で前記内板(1)
を囲うと共に対向する各当板(2)の外側寸法が角形鋼
管柱(4)の内側寸法と略同一寸法に成したことを特徴
とする建築用角形鋼管柱と梁の接合用取付部材。
1. A center position of a contact plate (2) having a plurality of mounting holes (21) formed vertically is fixed to the four sides of a rectangular inner plate (1), and each mounting hole is provided. The nut member (3) is fixed to the inside of the (21), and the inner plate (1) is attached to the nut plate (2).
A mounting member for connecting a rectangular steel pipe column for construction and a beam, wherein the outer dimensions of each of the facing plates (2) that surround and are opposed to each other are substantially the same as the inner dimensions of the rectangular steel pipe column (4).
【請求項2】 矩形状の内板(1)の四辺には、上下に
複数の取付ネジ穴(22)が設けられた当板(2)の中央
位置を固着させ、且つ、前記当板(2)で前記内板
(1)を囲うと共に対向する各当板(2)の外側寸法が
角形鋼管柱(4)の内側寸法と略同一寸法に成したこと
を特徴とする建築用角形鋼管柱と梁の接合用取付部材。
2. A center position of a contact plate (2) provided with a plurality of mounting screw holes (22) vertically is fixed to four sides of a rectangular inner plate (1), and the contact plate (2) is fixed. A rectangular steel pipe column for construction, characterized in that the outer size of each of the contact plates (2) surrounding and enclosing the inner plate (1) in 2) is substantially the same as the inner size of the rectangular steel pipe column (4). And beam attachment member.
【請求項3】 前記当板(2)に位置決め用ネジ穴(2
3)を設けて成る請求項1又は2記載の建築用角形鋼管
柱と梁の接合用取付部材。
3. A positioning screw hole (2) is formed in the contact plate (2).
The mounting member for joining a rectangular steel pipe column for construction and a beam according to claim 1 or 2, which is provided with 3).
JP1994013299U 1994-10-03 1994-10-03 Mounting member for joining rectangular steel pipe columns and beams for construction Expired - Lifetime JP3018179U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1994013299U JP3018179U (en) 1994-10-03 1994-10-03 Mounting member for joining rectangular steel pipe columns and beams for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1994013299U JP3018179U (en) 1994-10-03 1994-10-03 Mounting member for joining rectangular steel pipe columns and beams for construction

Publications (1)

Publication Number Publication Date
JP3018179U true JP3018179U (en) 1995-11-14

Family

ID=43153640

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1994013299U Expired - Lifetime JP3018179U (en) 1994-10-03 1994-10-03 Mounting member for joining rectangular steel pipe columns and beams for construction

Country Status (1)

Country Link
JP (1) JP3018179U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5477334A (en) 1991-04-17 1995-12-19 Bemis Manufacturing Company Method of and apparatus for determining if a given data point falls within a population of data points
JP2022113205A (en) * 2021-01-25 2022-08-04 株式会社エスビーエル Column material, joint, architectural structure, manufacturing method of column material and construction method of architectural structure
JP7359355B1 (en) 2022-12-06 2023-10-11 幹夫 田代 Beam joining equipment for square steel pipe columns

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5477334A (en) 1991-04-17 1995-12-19 Bemis Manufacturing Company Method of and apparatus for determining if a given data point falls within a population of data points
JP2022113205A (en) * 2021-01-25 2022-08-04 株式会社エスビーエル Column material, joint, architectural structure, manufacturing method of column material and construction method of architectural structure
JP7329861B2 (en) 2021-01-25 2023-08-21 株式会社エスビーエル Pillars, joints, buildings, manufacturing methods for pillars and construction methods for buildings
JP7359355B1 (en) 2022-12-06 2023-10-11 幹夫 田代 Beam joining equipment for square steel pipe columns
JP2024081559A (en) * 2022-12-06 2024-06-18 幹夫 田代 Square steel pipe column beam connection device

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