JPH06117019A - Construction method for locating and connecting steel beam - Google Patents

Construction method for locating and connecting steel beam

Info

Publication number
JPH06117019A
JPH06117019A JP29637592A JP29637592A JPH06117019A JP H06117019 A JPH06117019 A JP H06117019A JP 29637592 A JP29637592 A JP 29637592A JP 29637592 A JP29637592 A JP 29637592A JP H06117019 A JPH06117019 A JP H06117019A
Authority
JP
Japan
Prior art keywords
web
steel frame
flange
bracket
beam steel
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
JP29637592A
Other languages
Japanese (ja)
Other versions
JP2662757B2 (en
Inventor
Hiroto Taguchi
寛人 田口
Yukimasa Ogiwara
行正 荻原
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP29637592A priority Critical patent/JP2662757B2/en
Publication of JPH06117019A publication Critical patent/JPH06117019A/en
Application granted granted Critical
Publication of JP2662757B2 publication Critical patent/JP2662757B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To provide a construction method by which steel beams can be simply and temporarily connected to each other by few operators in one touch manner to improve safety correspondingly and provide high strength and accuracy in the temporary connection. CONSTITUTION:An end of a bracket 2 for beam is cut off on the upper portions of an upper flange 2a and web 2c and an end of a steel beam 1 is cut off correspondingly on the lower portions of a lower flange 1b and web 1c. An inverted L-shaped connecting fitting 7 formed in the upper end with an outward horizontal plate 7b folded to put therebetween the upper flange 2a and the lower portion of the web 2c in the remainder of the cut-off upper portion of the web 2c is mounted opposedly on the bracket 2 for the beam. The lower flange 1b of the steel beam 1 and the upper portion of the web 1c in the remainder of the cut-off lower portion of the web 1c are inserted into inserting grooves 8 formed between these connecting fittings 7, and the upper flange 1a is overlaid on the outward horizontal plate 7b to connect the steel beam 1 to the bracket 2 for the beam.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄骨構造の建築におい
て、梁用鉄骨を柱鉄骨に接合する梁鉄骨の位置決め接続
工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of positioning and connecting a beam steel frame for joining a beam steel frame to a column steel frame in a steel structure construction.

【0002】[0002]

【従来の技術】梁鉄骨は図5に示すように2が柱側の梁
ブラケットであるとして、これに接合する梁鉄骨1は端
を梁用ブラケット2端に衝合し、両者に掛け渡すスプラ
イスプレート3でボルト締結するか、溶接している。ス
プライスプレート3での固定の場合は、このスプライス
プレート3や梁鉄骨1および梁用ブラケット2のフラン
ジにボルト挿通孔が設けてあり、このボルト挿通孔を介
して高力ボルト4でボルト・ナット止めする。図中5は
ウエブ同士を結合するガセットプレートである。
2. Description of the Related Art In a beam steel frame, as shown in FIG. 5, 2 is a beam bracket on the side of a column, and the beam steel frame 1 to be joined to this is a splice which abuts the ends of the beam bracket 2 on both ends. The plate 3 is bolted or welded. In the case of fixing with the splice plate 3, bolt insertion holes are provided in the flanges of the splice plate 3, the beam steel frame 1 and the beam bracket 2, and bolts and nuts are fastened with high-strength bolts 4 through the bolt insertion holes. To do. Reference numeral 5 in the drawing denotes a gusset plate that joins the webs together.

【0003】このように柱に取付いた梁用ブラケット2
に梁鉄骨1を接合するには、この梁鉄骨1をクレーン等
で吊り込み、相互の端部を突き合わせるようにするが、
その位置合わせは、前記高力ボルト4のボルト挿通孔を
利用して人力で孔合わせをして仮ボルトを挿入して位置
決めを行っている。
Beam bracket 2 attached to a pillar in this way
In order to join the beam steel frame 1 to the, the beam steel frame 1 is hung by a crane or the like, and the ends of the beams are butted against each other.
For the alignment, the bolt insertion holes of the high-strength bolts 4 are used to manually align the holes, and the temporary bolts are inserted for positioning.

【0004】[0004]

【発明が解決しようとする課題】前記のごときボルト挿
通孔を利用して人力で孔合わせをして仮ボルトを挿入し
て行う位置合わせでは、梁鉄骨吊り込み時に必ず作業員
が接合個所に介在しなければならず、少なくともクレー
ンオペレータに対する合図マン1人と左右接合部に各1
人の合計3人の作業員が必要となり、また、この作業は
高所作業となり、危険を伴うものである。
In the above-described alignment in which the temporary holes are inserted by manually aligning the holes using the bolt insertion holes as described above, an operator must intervene at the joining point when suspending the beam steel frame. At least one signal man for the crane operator and one each on the left and right joints.
A total of three workers are required, and this work is performed at a high place, which is dangerous.

【0005】本発明の目的は前記従来例の不都合を解消
し、少ない作業員で簡単に行うことができ、その分安全
性が向上し、しかも、接合の強度および精度も高いもの
が得られる梁鉄骨の位置決め接続工法を提供することに
ある。
The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, to make it possible to easily carry out with a small number of workers, to improve the safety, and to obtain a beam with high joint strength and precision. It is to provide a method for positioning and connecting a steel frame.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、梁用ブラケットの端は上フランジとウエブの
上部を切欠き、梁鉄骨の端はこれに合わせて下フランジ
とウエブの下部を切欠き、前記梁用ブラケットは上フラ
ンジとウエブの上部を切欠いた方の残りのウエブの下部
を挟み込むように上端に外向き水平板を折曲げ形成した
逆L形の接続金物を相対向させて取り付け、これら接続
金物間に形成した挿入溝に梁鉄骨の下フランジとウエブ
の下部を切欠いた方の残りのウエブの上部を差し入れ、
かつ、前記外向き水平板上に上フランジを重合して梁用
ブラケットに梁鉄骨を接続すること、および、逆L形の
接続金物は、外向き水平板形成の折曲げ角部は傾斜面と
することを要旨とするものである。
In order to achieve the above-mentioned object, the present invention achieves the above object by notching the upper end of the beam bracket and the upper part of the web, and the end of the beam steel frame to the lower flange and the lower part of the web. The beam bracket has an inverted L-shaped connecting metal object formed by bending an outward horizontal plate at the upper end so as to sandwich the upper flange and the lower part of the remaining web on the upper side of the web. And insert the lower flange of the beam steel frame and the upper part of the remaining web notched on the lower part of the web into the insertion groove formed between these connecting hardware,
In addition, the upper flange is superposed on the outward horizontal plate to connect the beam steel frame to the beam bracket, and the inverted L-shaped connection metal fitting has a bent corner portion of the outward horizontal plate formed as an inclined surface. The main point is to do.

【0007】[0007]

【作用】請求項1記載の本発明によれば、梁用ブラケッ
トの端には先に接続金物が取り付けられ、この接続金物
が形成する挿入溝に梁鉄骨のウエブを挿入するだけで自
動的に鉄骨相互の位置合わせを行うことができる。
According to the present invention as set forth in claim 1, the connecting hardware is first attached to the end of the beam bracket, and the web of the beam steel frame is automatically inserted into the insertion groove formed by the connecting hardware. The steel frames can be aligned with each other.

【0008】請求項2記載の本発明によれば、前記作用
に加えて、挿入溝内に梁鉄骨のウエブを差し入れる際に
は、傾斜面により拡径入口が上端に形成されているの
で、これがガイドとなり挿入され易いものとなる。
According to the second aspect of the present invention, in addition to the above action, when the web of the beam steel frame is inserted into the insertion groove, the diameter expansion inlet is formed at the upper end by the inclined surface. This serves as a guide to facilitate insertion.

【0009】[0009]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の梁鉄骨の位置決め接続工法の
1実施例を示す側面図、図2は同上接続後の側面図であ
る。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a side view showing an embodiment of a beam steel frame positioning and connecting method according to the present invention, and FIG. 2 is a side view after the same as above.

【0010】図中1は梁鉄骨であり、2は柱6側の梁用
ブラケットを示す。
In the figure, 1 is a beam steel frame, and 2 is a beam bracket on the side of the column 6.

【0011】前記梁用ブラケット2の端は上フランジ2
aとウエブ2cの上部を切欠き、一方、梁鉄骨1の端は
この梁用ブラケット2の端に合わせて下フランジ1bと
ウエブ1cの下部を切欠いたものとする。
The end of the beam bracket 2 has an upper flange 2
a and the upper part of the web 2c are notched, while the end of the beam steel frame 1 is cut out so that the lower flange 1b and the lower part of the web 1c are notched in line with the end of the beam bracket 2.

【0012】そして、前記梁用ブラケット2の端では、
前記上フランジとウエブの上部を切欠いた方の残りのウ
エブ2cの下部を挟み込むように接続金物7を相対向さ
せて取り付ける。この接続金物7は垂直板7aの上端に
外向き水平板7bを折曲げ形成した逆L形の金物であ
り、該垂直板7aを上フランジとウエブの上部を切欠い
た方の残りのウエブ2cの外側面に重合し、高力ボルト
4で締結する。この場合、外向き水平板7bは上フラン
ジ2aに当接させ、これらも高力ボルト4で締結する。
At the end of the beam bracket 2,
The connection metal fittings 7 are attached so as to face each other so as to sandwich the upper flange and the lower portion of the remaining web 2c, which is formed by notching the upper portion of the web. The connection metal piece 7 is an inverted L-shaped metal piece formed by bending an outward horizontal plate 7b at the upper end of a vertical plate 7a. The vertical plate 7a has a top flange and a remaining web 2c which is formed by notching the upper part of the web. It is superposed on the outer surface and fastened with high-strength bolts 4. In this case, the outward horizontal plate 7b is brought into contact with the upper flange 2a, and these are also fastened with the high-strength bolt 4.

【0013】このようにすれば、接続金物7間でちょう
ど梁用ブラケット2の上フランジとウエブの上部を切欠
いた部分には挿入溝8が形成される。
In this way, an insertion groove 8 is formed between the connecting metal parts 7 just in the notch of the upper flange of the beam bracket 2 and the upper part of the web.

【0014】なお、逆L形の接続金物7は、外向き水平
板7bを形成する垂直板7aの上端の折曲げ角部はこれ
を傾斜面9としておけば、この傾斜面9の部分が前記挿
入溝8の拡径入口を構成する。
In the inverted L-shaped connecting hardware 7, the bent corner portion of the upper end of the vertical plate 7a forming the outward horizontal plate 7b is formed as the inclined surface 9, and the inclined surface 9 is the above-mentioned portion. It constitutes an enlarged diameter inlet of the insertion groove 8.

【0015】そして、該接続金物7を取付けた梁用ブラ
ケット2に梁鉄骨1を接合するには、該梁鉄骨1端の下
フランジ1bとウエブ1cの下部を切欠いた方の残りの
ウエブ1cの上部を前記挿入溝8内に差し入れ、かつ、
外向き水平板7b上に梁鉄骨1の上フランジ1aを重合
して、これら接続金物7の垂直板7aとウエブ1cの上
部とを、また、水平板7bと上フランジ1aとを高力ボ
ルト4で締結する。
In order to join the beam steel frame 1 to the beam bracket 2 to which the connection metal fitting 7 is attached, the lower flange 1b at the end of the beam steel frame 1 and the remaining web 1c of the lower part of the web 1c are cut away. Insert the upper part into the insertion groove 8, and
The upper flange 1a of the beam steel frame 1 is superposed on the outward facing horizontal plate 7b so that the vertical plate 7a of the connecting metal piece 7 and the upper part of the web 1c, and the horizontal plate 7b and the upper flange 1a are joined together by the high-strength bolt 4a. Conclude with.

【0016】前記挿入溝8内にウエブ1cを差し入れる
際には、傾斜面9により拡径入口が上端に形成されてい
るので、これがガイドとなり挿入され易いもとのなる。
また、梁鉄骨1は高力ボルト4で締結する前に接続金物
7で支承されるので、安定した状態でボルト締め作業を
行うことが可能となる。
When the web 1c is inserted into the insertion groove 8, since the enlarged diameter inlet is formed at the upper end by the inclined surface 9, this serves as a guide and is easy to insert.
Further, since the beam steel frame 1 is supported by the connection hardware 7 before being fastened with the high-strength bolt 4, the bolt tightening work can be performed in a stable state.

【0017】最後に、梁用ブラケット2の下フランジ2
bと梁鉄骨1の下フランジ1bとをガセットプレート5
を介してボルト止めする。
Finally, the lower flange 2 of the beam bracket 2
b and the lower flange 1b of the beam steel frame 1 together with the gusset plate 5
Bolt through.

【0018】[0018]

【発明の効果】以上述べたように本発明の梁鉄骨の位置
決め接続工法は、少ない作業員で仮接合がワンタッチで
簡単に行うことができ、その分安全性が向上し、しか
も、接合の強度および精度も高いものが得られるもので
ある。
As described above, according to the method of positioning and connecting the beam steel frame of the present invention, the temporary joining can be easily performed with one touch by a small number of workers, and the safety is improved correspondingly, and the joining strength is high. And the thing with high precision is obtained.

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

【図1】本発明の梁鉄骨の位置決め接続工法の1実施例
を示す側面図である。
FIG. 1 is a side view showing an embodiment of a method for positioning and connecting a beam steel frame of the present invention.

【図2】本発明の梁鉄骨の位置決め接続工法の1実施例
を示す接続後の側面図である。
FIG. 2 is a side view after connection showing one embodiment of a beam steel positioning and connecting method of the present invention.

【図3】本発明の梁鉄骨の位置決め接続工法の1実施例
を示す梁用ブラケット側の斜視図である。
FIG. 3 is a perspective view on the side of a beam bracket showing an embodiment of a method for positioning and connecting a beam steel frame of the present invention.

【図4】本発明の梁鉄骨の位置決め接続工法の1実施例
を示す縦断正面図である。
FIG. 4 is a vertical cross-sectional front view showing an embodiment of a beam steel frame positioning and connecting method according to the present invention.

【図5】従来例を示す側面図である。FIG. 5 is a side view showing a conventional example.

【符号の説明】[Explanation of symbols]

1…梁鉄骨 1a…上フランジ 1b…下フランジ 1c…ウエブ 2…梁用ブラケット 2a…上フランジ 2b…下フランジ 2c…ウエブ 3…スプライスプレート 4…高力ボルト 5…ガセットプレート 6…柱 7…接続金物 7a…垂直板 7b…水平板 8…挿入溝 9…傾斜面 1 ... Beam steel 1a ... Upper flange 1b ... Lower flange 1c ... Web 2 ... Beam bracket 2a ... Upper flange 2b ... Lower flange 2c ... Web 3 ... Splice plate 4 ... High-strength bolt 5 ... Gusset plate 6 ... Pillar 7 ... Connection Hardware 7a ... Vertical plate 7b ... Horizontal plate 8 ... Insertion groove 9 ... Inclined surface

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 梁用ブラケットの端は上フランジとウエ
ブの上部を切欠き、梁鉄骨の端はこれに合わせて下フラ
ンジとウエブの下部を切欠き、前記梁用ブラケットは上
フランジとウエブの上部を切欠いた方の残りのウエブの
下部を挟み込むように上端に外向き水平板を折曲げ形成
した逆L形の接続金物を相対向させて取り付け、これら
接続金物間に形成した挿入溝に梁鉄骨の下フランジとウ
エブの下部を切欠いた方の残りのウエブの上部を差し入
れ、かつ、前記外向き水平板上に上フランジを重合して
梁用ブラケットに梁鉄骨を接続することを特徴とした梁
鉄骨の位置決め接続工法。
1. An end of a beam bracket is cut out at an upper flange and an upper part of a web, and an end of a beam steel frame is cut out at a lower flange and a lower part of the web so that the beam bracket is cut off at an upper flange and a web. Attach the inverted L-shaped connecting hardware made by bending outward horizontal plates at the upper end so as to sandwich the lower part of the remaining web with the upper part notched, and insert it into the insertion groove formed between these connecting hardware. Inserting the lower flange of the steel frame and the upper part of the remaining web notched at the lower part of the web, and connecting the beam steel frame to the beam bracket by superimposing the upper flange on the outward horizontal plate Beam steel frame positioning and connection method.
【請求項2】 逆L形の接続金物は、外向き水平板形成
の折曲げ角部は傾斜面とする請求項1記載の梁鉄骨の位
置決め接続工法。
2. The method for positioning and connecting a beam steel frame according to claim 1, wherein the inverted L-shaped connecting metal article has a bent corner portion of the outward horizontal plate formed as an inclined surface.
JP29637592A 1992-10-07 1992-10-07 Positioning connection method of beam steel frame Expired - Lifetime JP2662757B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29637592A JP2662757B2 (en) 1992-10-07 1992-10-07 Positioning connection method of beam steel frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29637592A JP2662757B2 (en) 1992-10-07 1992-10-07 Positioning connection method of beam steel frame

Publications (2)

Publication Number Publication Date
JPH06117019A true JPH06117019A (en) 1994-04-26
JP2662757B2 JP2662757B2 (en) 1997-10-15

Family

ID=17832741

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29637592A Expired - Lifetime JP2662757B2 (en) 1992-10-07 1992-10-07 Positioning connection method of beam steel frame

Country Status (1)

Country Link
JP (1) JP2662757B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5685963A (en) * 1994-10-31 1997-11-11 Saes Pure Gas, Inc. In situ getter pump system and method
US5911560A (en) * 1994-10-31 1999-06-15 Saes Pure Gas, Inc. Getter pump module and system
US5972183A (en) * 1994-10-31 1999-10-26 Saes Getter S.P.A Getter pump module and system
US6109880A (en) * 1994-10-31 2000-08-29 Saes Pure Gas, Inc. Getter pump module and system including focus shields
US6142742A (en) * 1994-10-31 2000-11-07 Saes Pure Gas, Inc. Getter pump module and system
JP2014015807A (en) * 2012-07-11 2014-01-30 Nippon Steel & Sumitomo Metal Joint structure of steel beam
CN106049672A (en) * 2016-08-05 2016-10-26 盐城工学院 Assembled energy-saving building lap joint structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5685963A (en) * 1994-10-31 1997-11-11 Saes Pure Gas, Inc. In situ getter pump system and method
US5911560A (en) * 1994-10-31 1999-06-15 Saes Pure Gas, Inc. Getter pump module and system
US5972183A (en) * 1994-10-31 1999-10-26 Saes Getter S.P.A Getter pump module and system
US5980213A (en) * 1994-10-31 1999-11-09 Saes Getters S.P.A. Getter pump module and system
US5997255A (en) * 1994-10-31 1999-12-07 Saes Getters S.P.A. Method for pumping a chamber using an in situ getter pump
US6043137A (en) * 1994-10-31 2000-03-28 Saes Getters S.P.A. Getter pump module and system
US6109880A (en) * 1994-10-31 2000-08-29 Saes Pure Gas, Inc. Getter pump module and system including focus shields
US6142742A (en) * 1994-10-31 2000-11-07 Saes Pure Gas, Inc. Getter pump module and system
JP2014015807A (en) * 2012-07-11 2014-01-30 Nippon Steel & Sumitomo Metal Joint structure of steel beam
CN106049672A (en) * 2016-08-05 2016-10-26 盐城工学院 Assembled energy-saving building lap joint structure
CN106049672B (en) * 2016-08-05 2018-05-18 盐城工学院 A kind of assembled energy-saving builds bridging arrangement

Also Published As

Publication number Publication date
JP2662757B2 (en) 1997-10-15

Similar Documents

Publication Publication Date Title
JPH06117019A (en) Construction method for locating and connecting steel beam
JPH08144383A (en) Joint for building and construction structure and method for constructing joint
JP2631604B2 (en) Steel frame positioning connection method
JPS6443637A (en) Pillar and beam joint in reinforcing bar ramen
JPH03221636A (en) Beam connecting structure
JP2629442B2 (en) Connection structure of beam members
JP3084405B2 (en) Column / beam joining equipment
JP3437652B2 (en) Non-weld joint structure of H-shaped steel columns
JPH0444545A (en) Joint of column and beam and reinforcing metal
JP3134125B2 (en) Column / beam joining equipment
JP2567437Y2 (en) Column-beam joint hardware
JP3094075B2 (en) Column / beam joining equipment
JPH05156712A (en) Steel-skeleton assembly method
JP3096723B2 (en) Column / beam joining equipment
JPH06101271A (en) Method of joint construction of steel frame girder and joint structure
JP3024468U (en) Rigid joint structure of beam in weak axis direction of H-shaped steel column
JP2552037Y2 (en) Column and beam joining equipment
JPH0527608Y2 (en)
JP3134124B2 (en) Column / beam joining equipment
JP2537320Y2 (en) Connection structure of beam end to column
JPH0629288Y2 (en) Joints between columns and beams
JPH0860739A (en) H-shaped steel beam weldless joining structure
JPS5835767Y2 (en) Joining hardware between H-shaped columns and beams in steel frame structures
JPH0742234A (en) End connection structure of compression braces
JPH04327397A (en) Joint structure of steel pipe column