JPH0113681Y2 - - Google Patents

Info

Publication number
JPH0113681Y2
JPH0113681Y2 JP9018983U JP9018983U JPH0113681Y2 JP H0113681 Y2 JPH0113681 Y2 JP H0113681Y2 JP 9018983 U JP9018983 U JP 9018983U JP 9018983 U JP9018983 U JP 9018983U JP H0113681 Y2 JPH0113681 Y2 JP H0113681Y2
Authority
JP
Japan
Prior art keywords
steel
column
joint
plate
frame
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
Application number
JP9018983U
Other languages
Japanese (ja)
Other versions
JPS59194401U (en
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 filed Critical
Priority to JP9018983U priority Critical patent/JPS59194401U/en
Publication of JPS59194401U publication Critical patent/JPS59194401U/en
Application granted granted Critical
Publication of JPH0113681Y2 publication Critical patent/JPH0113681Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、鉄骨柱と鉄骨梁とを引張ボルト形
成によつて接合する鉄骨ラーメンにおける柱・梁
剛接合装置に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a column/beam rigid connection device for a steel rigid frame that connects a steel column and a steel beam by forming tension bolts.

(考案の解決しようとする問題点) 従来比較的小径の角形鋼管柱と鉄骨梁とを直接
ボルトで接合する場合には、角形鋼管柱の鉄骨梁
との接合部の内側または外側にナツトを直接溶接
等で固着したり、角形鋼管柱の内側にナツトを溶
接等で固着した添鋼板を取付けたり、接合部の角
形鋼管柱にタツプネジを切つてナツトの代りとし
たり、あるいはタツプネジを切つてナツトの代り
とした添鋼板または接合金物を取付けたして角形
鋼管柱と鉄骨梁とを梁の側から螺合する方法がと
られているが、使用されているボルトが中ボルト
であつたり、高力ボルトであつても接合部の構造
が不充分であつたり張力管理が不充分であるため
柱・梁接合部に所要の固定度を確保することはむ
ずかしく剛接合となつていない。またタツプネジ
を切つたネジ孔をナツトの代りに用いていること
で一般の高力ボルト接合におけるナツトを螺合す
る時の摩擦力で高力ボルトに導入する張力を管理
すると云う方法がとれなかつた。
(Problem to be solved by the invention) Conventionally, when directly connecting a square steel pipe column with a relatively small diameter to a steel beam, it is necessary to directly connect a nut to the inside or outside of the joint between the square steel pipe column and the steel beam. It is possible to attach a steel plate with a nut fixed by welding, etc., to the inside of a square steel pipe column, to cut a tap screw in the square steel pipe column at the joint to use it in place of a nut, or to attach a nut by cutting a tap screw. Instead, steel splicing plates or joining metal fittings are attached and the square steel pipe column and the steel beam are screwed together from the beam side, but the bolts used are medium bolts or have high strength. Even with bolts, it is difficult to secure the required degree of fixation at the column-beam joint because the structure of the joint is inadequate and the tension control is insufficient, so it is not a rigid joint. Also, by using a screw hole with a tap screw in place of the nut, it was not possible to manage the tension introduced into the high-strength bolt using the frictional force when screwing the nut in a general high-strength bolt connection. .

この考案は前記事情に鑑み開発したもので荷重
制御座金を用いることにより柱・梁の接合部を剛
接ならしめるべくしたものである。
This idea was developed in view of the above circumstances, and is intended to make the joint between the column and beam rigid by using a load control washer.

(考案の構成) この考案の要旨とする構成は前記実用新案登録
請求の範囲の蘭に記載の通りであり、さらに説明
すると、鉄骨柱の鉄骨梁との接合部分に取り付け
られる添鋼板もしくは接合金物に高力ボルト接合
でのナツトの代りにタツプネジを切つたネジ孔を
設け、鉄骨梁の端部には諸応力に抵抗できるよう
な板厚をもつた設合プレートが溶接等により取り
付けられ、鉄骨梁を該接合プレートのボルト挿通
孔を透して前記添鋼板もしくは接合金物のネジ孔
に螺合する高力ボルトによつて柱となる鉄骨に接
合するとともに、前記接合プレートと接合部柱表
面もしくは接合金物表面との接合面を、一定の力
が加わると座金の形状が変化して所要の張力が導
入されたことが確認できる荷重制御座金を用いる
ことにより、所要の張力の導入を容易にし高力ボ
ルトで密着させることにより鉄骨ラーメン構造に
おける柱・梁接合部の固定度を確保した柱・梁剛
接合装置である。
(Structure of the invention) The gist of this invention is as described in the above-mentioned utility model registration claims.To explain further, the steel plate or joint metal fittings attached to the joint part of the steel column with the steel beam Tap screw holes are provided in place of nuts in high-strength bolt connections, and joining plates with a thickness that can resist various stresses are attached to the ends of the steel beams by welding, etc. The beam is connected to the steel frame that will become the column by a high-strength bolt that passes through the bolt insertion hole of the connection plate and is screwed into the screw hole of the steel plate or connection metal, and the connection plate and the joint surface of the column or By using a load control washer, which can confirm that the required tension has been introduced by changing the shape of the washer when a certain force is applied to the joint surface with the surface of the joining hardware, it is possible to easily introduce the required tension and increase the This is a rigid column/beam joint device that secures the stability of the column/beam joint in a steel rigid frame structure by using force bolts to secure the joint.

(実施例) 図面はこの考案の実施例を示したもので第1
図、第2図において柱1は軽量角形鋼管とし梁2
は軽量H形鋼としてある。
(Example) The drawing shows an example of this invention.
In Figures 1 and 2, column 1 is a lightweight square steel tube, and beam 2 is
is a lightweight H-beam steel.

柱1、梁2の接合部においては短管3を介在さ
せ、その内側に添鋼板4が重ねられ、この添鋼板
4には高力ボルト接合でのナツトに代るボルト螺
合孔5が形成されている。梁2の端部には接合プ
レート6が固着してあり、この接合プレート6に
はボルト挿通孔7が形成してある。
At the joint between the column 1 and the beam 2, a short pipe 3 is interposed, and a steel plate 4 is stacked on the inside thereof, and a bolt screwing hole 5 is formed in this steel plate 4 in place of a nut in high-strength bolt connection. has been done. A joint plate 6 is fixed to the end of the beam 2, and a bolt insertion hole 7 is formed in the joint plate 6.

接合に際しては柱1の短管3の側面に梁2の接
合プレート6を突合せ、荷重制御座金8、接合プ
レート5、短管3を挿通して高力ボルト9を添鋼
板4のボルト螺合孔5に螺合して引張ボルト接合
としてある。
When joining, the joint plate 6 of the beam 2 is butted against the side surface of the short pipe 3 of the column 1, the load control washer 8, the joint plate 5, and the short pipe 3 are inserted, and the high-strength bolt 9 is inserted into the bolt threading hole of the steel plate 4. 5 to form a tension bolt connection.

第3図は荷重制御座金8の形状の変化を説明的
に示したもので、ボルトを締め付けていつて座金
の形状がaからbに変化したところで所要の張力
が得られたことになる。
FIG. 3 is an explanatory diagram showing the change in the shape of the load control washer 8. When the bolt is tightened and the shape of the washer changes from a to b, the required tension is obtained.

第4図、第5図は他の実施例を示したもので短
管と添鋼板とを一体的とした鋳鋼製の接合金物1
0を使用したものであり、その他短管3を柱1と
一体としてもよい。
Figures 4 and 5 show other embodiments, in which a cast steel joint 1 that integrates a short pipe and a steel plate is shown.
In addition, the short tube 3 may be integrated with the column 1.

(考案の効果) 鉄骨柱と鉄骨梁との引張ボルト形式での接合に
おいて、高力ボルト接合でのナツトに代えて接合
部添鋼板もしくは接合金物にタツプネジを切つた
ネジ孔を設けることでナツトを溶着する形式のも
のに比べ加工が容易となり、締め付けが安定す
る。
(Effects of the invention) When connecting steel columns and steel beams using tension bolts, nuts can be used instead of nuts in high-strength bolt connections by providing tap-threaded holes in the joint steel plate or joining metal fittings. Compared to welded types, processing is easier and tightening is more stable.

高力ボルトを用いさらに荷重制御座金を用いる
ことで高力ボルトに導入される張力が座金の形状
の変化によつて目視で確認でき、張力管理が容易
となり、柱・梁接合部の固定度の確保が確実とな
り、柱・梁剛接合することができる。
By using high-strength bolts and load control washers, the tension introduced into the high-strength bolts can be visually confirmed by changes in the shape of the washer, making tension management easier and improving the stability of column-beam joints. This makes it possible to securely secure and rigidly connect columns and beams.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の実施例の概要を示した分解
正面及び縦断面図、第2図は柱部分の横断面図、
第3図a,bは作用説明図、第4図、第5図は他
の実施例を示した分解正面図及び縦断面図であ
る。 1……柱、2……梁、3……短管、4……添鋼
板、5……ボルト螺合孔、6……接合プレート、
7……ボルト挿通孔、8……荷重制御座金、9…
…高力ボルト。
Fig. 1 is an exploded front view and longitudinal sectional view showing an outline of an embodiment of this invention, Fig. 2 is a cross sectional view of the column part,
FIGS. 3a and 3b are action explanatory diagrams, and FIGS. 4 and 5 are exploded front views and longitudinal sectional views showing other embodiments. 1...Column, 2...Beam, 3...Short pipe, 4...Steel plate, 5...Bolt threading hole, 6...Joining plate,
7... Bolt insertion hole, 8... Load control washer, 9...
...High strength bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄骨柱の鉄骨梁が接合される接合部分にタツプ
ネジを切つたネジ孔を設け、梁鉄骨の端部にはプ
レートが設けてあり、染鉄骨を前記接合プレート
のボルト挿通孔を透してネジ孔に螺合する高力ボ
ルトによつて鉄骨柱に接合するとともに、それら
の接合面に所要の張力を導入するための荷重制御
座金を用いて鉄骨ラーメン構造における柱・梁接
合部を剛接合してあることを特徴とする柱・梁剛
接合装置。
A screw hole with a tap screw is provided at the joint part where the steel beam of the steel frame column is joined, and a plate is provided at the end of the beam steel frame, and the screw hole is inserted through the bolt insertion hole of the joint plate through the dyed steel frame. The column-beam joint in a steel rigid frame structure is rigidly connected to the steel column using a high-strength bolt that is screwed into the frame, and a load control washer is used to introduce the required tension to the joint surface. A column/beam rigid joint device characterized by:
JP9018983U 1983-06-13 1983-06-13 Column/beam rigid joint device Granted JPS59194401U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9018983U JPS59194401U (en) 1983-06-13 1983-06-13 Column/beam rigid joint device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9018983U JPS59194401U (en) 1983-06-13 1983-06-13 Column/beam rigid joint device

Publications (2)

Publication Number Publication Date
JPS59194401U JPS59194401U (en) 1984-12-24
JPH0113681Y2 true JPH0113681Y2 (en) 1989-04-21

Family

ID=30220102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9018983U Granted JPS59194401U (en) 1983-06-13 1983-06-13 Column/beam rigid joint device

Country Status (1)

Country Link
JP (1) JPS59194401U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0356561Y2 (en) * 1985-05-04 1991-12-19

Also Published As

Publication number Publication date
JPS59194401U (en) 1984-12-24

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