JP2833430B2 - Beam holding structure in column-beam installation structure - Google Patents

Beam holding structure in column-beam installation structure

Info

Publication number
JP2833430B2
JP2833430B2 JP20799993A JP20799993A JP2833430B2 JP 2833430 B2 JP2833430 B2 JP 2833430B2 JP 20799993 A JP20799993 A JP 20799993A JP 20799993 A JP20799993 A JP 20799993A JP 2833430 B2 JP2833430 B2 JP 2833430B2
Authority
JP
Japan
Prior art keywords
gusset plate
column
steel beam
temporary receiving
receiving piece
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 - Fee Related
Application number
JP20799993A
Other languages
Japanese (ja)
Other versions
JPH0762887A (en
Inventor
英雄 小野
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.)
OOBAYASHIGUMI KK
Original Assignee
OOBAYASHIGUMI KK
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 OOBAYASHIGUMI KK filed Critical OOBAYASHIGUMI KK
Priority to JP20799993A priority Critical patent/JP2833430B2/en
Publication of JPH0762887A publication Critical patent/JPH0762887A/en
Application granted granted Critical
Publication of JP2833430B2 publication Critical patent/JP2833430B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、既設柱の間に梁を配
置し、連結固定するまでの間に梁を仮設置出来るように
した柱梁の据付構造における梁の保持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam holding structure in a column-beam installation structure in which a beam is arranged between existing columns, and the beam can be temporarily installed before connecting and fixing.

【0002】[0002]

【従来の技術】ウエブのみからなるガセットプレートを
突設した既設柱に鉄骨梁を据付けるには、一般にクレー
ンなどの揚重装置によって鉄骨梁を吊りながら横移動に
より柱間に挿入し、柱に突設されたガセットプレートに
前記鉄骨梁のウエブの端部側面を接触させ、両者に形成
されたボルト穴にボルトを挿通し、ナットを締め付ける
或いは両者間を溶接することで接合を完了する。
2. Description of the Related Art In order to install a steel beam on an existing column having a gusset plate made of only webs, the steel beam is generally inserted between the columns by lateral movement while suspending the steel beam by a lifting device such as a crane. The end surface of the web of the steel beam is brought into contact with the projecting gusset plate, a bolt is inserted into a bolt hole formed in both, and a nut is tightened or the two are welded to complete the joining.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、この据
付構造においては、ウエブの側面がガセットプレートの
一側面に接しているだけであるため、このまま鉄骨梁の
荷重をガセットプレートに預けると上部側フランジの下
縁にガセットプレートが接触した状態で荷重が預けら
れ、特にボルト接合方式の場合には両者のボルト穴同士
が上下にずれるなどの不具合があるとともに、一側部で
接触するので荷重が偏在し、鉄骨梁に脱落方向の回転モ
ーメントが生ずるため、梁をガセットプレートに完全固
定するまでは梁の仮設置は出来ない。
However, in this installation structure, since the side surface of the web is only in contact with one side surface of the gusset plate, if the load of the steel beam is deposited on the gusset plate as it is, the upper flange will not work. The load is deposited with the gusset plate in contact with the lower edge, especially in the case of the bolted joint method, where there are problems such as the two bolt holes being shifted up and down, and the load is unevenly distributed due to the contact on one side. However, since a rotational moment in the falling direction is generated on the steel beam, the beam cannot be temporarily installed until the beam is completely fixed to the gusset plate.

【0004】したがってこの種の据付け構造において
は、ボルトナット或いは溶接による固定が完了する時点
まではクレーンの玉掛けを外すことが出来ず、クレーン
の稼動率を低下させる原因となっていた。
Therefore, in this type of installation structure, it is impossible to remove the sling of the crane until the fixing by bolts or nuts or welding is completed, which causes a decrease in the operating rate of the crane.

【0005】この発明は以上の問題を解決するものであ
って、その目的は、この種のウエブのみのガセットプレ
ートを有する柱に鉄骨梁を連結する上での仮固定を可能
とし、クレーンの稼動率を向上できるようにした柱梁の
据付構造における梁の保持構造を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and has as its object to temporarily fix a steel beam to a column having a gusset plate of only this type of web and to operate a crane. An object of the present invention is to provide a beam holding structure in a column-beam installation structure capable of improving the efficiency.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するた
め、この発明は、既設柱の間にH形鋼からなる鉄骨梁を
横移動により挿入し、前記柱に突設されたガセットプレ
ートに前記鉄骨梁のウエブの端部側面を接触させて連結
するようにした柱梁の据付構造において、前記ウエブの
一側面の端部には、前記ガセットプレートと同一の肉厚
の位置決め用仮受けピースが一体に固定されているとと
もに、該仮受けピースの前面には下方に向けて垂設され
た設置ガイド兼抜止め用の鉤形金具を一体に設けたこと
を特徴とする。
In order to achieve the above object, according to the present invention, a steel beam made of an H-shaped steel is inserted between existing columns by lateral movement, and the gusset plate protruding from the columns is inserted into the gusset plate. In the installation structure of a beam and column in which the end side surfaces of the web of the steel beam are brought into contact with each other and connected, a temporary receiving piece for positioning having the same thickness as the gusset plate is provided at the end of one side surface of the web. In addition to being integrally fixed, a hook-shaped metal fitting is provided integrally on the front surface of the temporary receiving piece, which is vertically installed downward and serves as a retaining guide.

【0007】[0007]

【作用】以上の構成によれば、鉤形金具の下部内側をガ
セットプレートの上部に位置させた状態で鉄骨梁を下降
させれば、ガセットプレートの上部に仮受けピースが接
し、この仮受けピースを通じてガセットプレートに荷重
を預けることが出来、更に一側部が接することによる鉄
骨梁の回転モーメントは鉤形金具により止めることが出
来る。
According to the above construction, when the steel beam is lowered with the lower inner side of the hook-shaped metal fitting positioned at the upper part of the gusset plate, the temporary receiving piece comes into contact with the upper part of the gusset plate, and the temporary receiving piece is brought into contact with the temporary receiving piece. The load can be deposited on the gusset plate through the through hole, and the rotation moment of the steel beam due to the contact of one side can be stopped by the hook-shaped bracket.

【0008】[0008]

【実施例】以下この発明の一実施例を図面を用いて詳細
に説明する。図1はこの発明による鉄骨梁の保持構造を
示す斜視図、図2は同断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view showing a steel beam holding structure according to the present invention, and FIG. 2 is a sectional view of the same.

【0009】図において、既設柱1は、断面矩形状をな
し、内部中空の鉄骨柱であって、その側部には多数のボ
ルト穴2aを穿設したガセットプレート2が一体に突設
されている。
In the figure, an existing column 1 is a steel column having a rectangular cross section and a hollow inside, and a gusset plate 2 having a large number of bolt holes 2a formed on one side thereof. I have.

【0010】鉄骨梁3はウエブ3aの上下にフランジ3
bを一体化したH形鋼からなるもので、そのウエブ3a
の両端(図においては一端側のみ示す)には前記ガセッ
トプレート2のボルト穴2aに一致する多数のボルト穴
3cが穿設されているとともに、ウエブ3aの一側面に
おいてボルト穴3cの上部にはガセットプレート2と同
一の肉厚の仮受けピース4が溶接により一体に固定さ
れ、更にこの仮受けピース4の前面には下方に向けて垂
設された鉤形金具5が溶接などにより一体に突設されて
いる。
The steel beam 3 has flanges 3 above and below a web 3a.
b made of H-section steel, and its web 3a
At both ends (only one end is shown in the figure), a large number of bolt holes 3c corresponding to the bolt holes 2a of the gusset plate 2 are formed, and on one side of the web 3a, A temporary receiving piece 4 having the same thickness as that of the gusset plate 2 is integrally fixed by welding, and a hook-shaped metal fitting 5 is provided on the front surface of the temporary receiving piece 4 and vertically protruded downward by welding or the like. Has been established.

【0011】前記仮受けピース4は前記ガセットプレー
ト2に対する鉄骨梁3の位置決めを行うものであって、
この仮受けピース4の下部にガセットプレート2の上縁
が一致した状態で両者のボルト穴2a,3cの高さが一
致する。
The temporary receiving piece 4 is for positioning the steel beam 3 with respect to the gusset plate 2,
With the upper edge of the gusset plate 2 aligned with the lower portion of the temporary receiving piece 4, the heights of the bolt holes 2a and 3c of the two coincide.

【0012】前記鉤形金具5は設置ガイド兼抜止め用で
あって、その内側は仮受けピース4の下部から外側に向
けてテーパ状の傾斜面5aが形成されている。
The hook-shaped metal fitting 5 is used as an installation guide and also for retaining. A tapered inclined surface 5a is formed on the inside from the lower part of the temporary receiving piece 4 to the outside.

【0013】以上の構成からなる鉄骨梁3を柱1間に据
付けるには、図示しないクレーンにワイヤを介して鉄骨
梁3を水平に吊り、図1の矢印方向に示すように鉄骨梁
3を横移動させ、そのウエブ3aの一側面両端をガセッ
トプレート2に接触することで移動を停止させる。
In order to install the steel beam 3 having the above configuration between the columns 1, the steel beam 3 is horizontally suspended via a wire by a crane (not shown), and the steel beam 3 is mounted as shown by the arrow in FIG. The web 3a is moved laterally, and the movement is stopped by bringing both ends of one side of the web 3a into contact with the gusset plate 2.

【0014】次いで鉄骨梁3を下降させれば仮受けピー
ス4の下縁がガセットプレート4の上部に突き当たり、
鉄骨梁3の荷重は仮受けピース4を通じてガセットプレ
ート2に預けられる。なお、接触時の衝撃によりウエブ
3aが図2の想像線で示すように、ガセットプレート2
よりやや離間したり、完全に接合していない状態で下降
しても鉤形金具5の内側傾斜面5aに沿って仮受けピー
ス4までガイドされることになる。
Next, when the steel beam 3 is lowered, the lower edge of the temporary receiving piece 4 abuts on the upper portion of the gusset plate 4, and
The load of the steel beam 3 is deposited on the gusset plate 2 through the temporary receiving piece 4. In addition, as shown by the imaginary line in FIG. 2, the gusset plate 2
Even if it is slightly separated or descends in a state where it is not completely joined, it is guided to the temporary receiving piece 4 along the inner inclined surface 5a of the hook-shaped metal member 5.

【0015】荷重が預けられた状態で鉄骨梁3を長手方
向に沿って移動調整すれば、ボルト穴2a,3cは完全
に一致し、この時点でクレーンの玉掛けを外すことがで
きる。
If the steel beam 3 is moved and adjusted in the longitudinal direction in a state where the load is kept, the bolt holes 2a and 3c completely coincide with each other, and at this point, the sling of the crane can be removed.

【0016】鉄骨梁3の仮受け状態では荷重の偏在によ
り仮受けピース4の反対側に回転モーメントが生ずる
が、前記鉤形金具5がガセットプレート2を挾むことで
止めることができ、仮設置時の安全性を確保できる。
In the temporary receiving state of the steel beam 3, a rotational moment is generated on the opposite side of the temporary receiving piece 4 due to the uneven distribution of the load. However, the hook-shaped metal fitting 5 can be stopped by sandwiching the gusset plate 2 and temporarily installed. Safety at the time can be ensured.

【0017】[0017]

【発明の効果】以上実施例によって詳細に説明したよう
に、この発明に係る柱梁の据付構造における梁の保持構
造にあっては、鉤形金具の下部内側をガセットプレート
の上部に位置させた状態で鉄骨梁を下降させれば、ガセ
ットプレートの上部に仮受けピースが接し、この仮受け
ピースを通じてガセットプレートに荷重を預けることが
出来、更に一側部が接することによる鉄骨梁の回転モー
メントは鉤形金具により止めることが出来るので、この
種のガセットプレートを有する既設柱の間に梁を配置し
連結固定するまでの間に梁を安全性を保って仮設置出
来、クレーンの稼動率も向上できる。
As described in detail in the above embodiments, in the beam holding structure in the column and beam installation structure according to the present invention, the lower inner side of the hook-shaped metal fitting is located above the gusset plate. If the steel beam is lowered in this state, the temporary receiving piece contacts the upper part of the gusset plate, the load can be deposited on the gusset plate through this temporary receiving piece, and the rotational moment of the steel beam due to the contact of one side is further reduced. Since it can be stopped by hook-shaped brackets, beams can be temporarily installed while maintaining the safety between the existing columns with gusset plates of this type and the beams can be fixed until they are connected and fixed, and the operating rate of the crane is also improved it can.

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

【図1】この発明による鉄骨梁の据付け構造を示す斜視
図である。
FIG. 1 is a perspective view showing an installation structure of a steel beam according to the present invention.

【図2】同断面図である。FIG. 2 is a sectional view of the same.

【符号の説明】[Explanation of symbols]

1 鉄骨柱 2 ガセットプレート 3 鉄骨梁 3a ウエブ 4 仮受けプレート 5 鉤形金具 Reference Signs List 1 steel column 2 gusset plate 3 steel beam 3a web 4 temporary receiving plate 5 hook-shaped metal fitting

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 既設柱の間にH形鋼からなる鉄骨梁を横
移動により挿入し、前記柱に突設されたガセットプレー
トに前記鉄骨梁のウエブの端部側面を接触させて連結す
るようにした柱梁の据付構造において、 前記ウエブの一側面の端部には、前記ガセットプレート
と同一肉厚の位置決め用の仮受けピースが一体に固定さ
れているとともに、該仮受けピースの前面には下方に向
けて垂設された設置ガイド兼抜止め用の鉤形金具を一体
に設けたことを特徴とする柱梁の据付構造における梁の
保持構造。
1. A steel beam made of H-shaped steel is inserted between existing columns by lateral movement, and a gusset plate projecting from the column is brought into contact with an end side surface of a web of the steel beam so as to be connected. In the pillar and beam installation structure, a temporary receiving piece for positioning having the same thickness as the gusset plate is integrally fixed to an end of one side surface of the web, and is attached to a front surface of the temporary receiving piece. Is a beam holding structure in a column-beam installation structure, wherein an installation guide and a hook-shaped metal fitting for retaining are vertically provided downward.
JP20799993A 1993-08-23 1993-08-23 Beam holding structure in column-beam installation structure Expired - Fee Related JP2833430B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20799993A JP2833430B2 (en) 1993-08-23 1993-08-23 Beam holding structure in column-beam installation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20799993A JP2833430B2 (en) 1993-08-23 1993-08-23 Beam holding structure in column-beam installation structure

Publications (2)

Publication Number Publication Date
JPH0762887A JPH0762887A (en) 1995-03-07
JP2833430B2 true JP2833430B2 (en) 1998-12-09

Family

ID=16549003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20799993A Expired - Fee Related JP2833430B2 (en) 1993-08-23 1993-08-23 Beam holding structure in column-beam installation structure

Country Status (1)

Country Link
JP (1) JP2833430B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013822A (en) * 2016-07-06 2016-10-12 中铁城建集团北京工程有限公司 Quick location pay-off device of specially-shaped section beam and construction method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100488003B1 (en) * 2002-02-02 2005-05-17 이연희 Joining method of high strength steel structure
JP7266417B2 (en) * 2019-02-14 2023-04-28 前田建設工業株式会社 How to carry in beam members

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013822A (en) * 2016-07-06 2016-10-12 中铁城建集团北京工程有限公司 Quick location pay-off device of specially-shaped section beam and construction method
CN106013822B (en) * 2016-07-06 2018-09-11 中铁城建集团北京工程有限公司 A kind of construction method of the quick line setting device of odd-shaped cross section beam

Also Published As

Publication number Publication date
JPH0762887A (en) 1995-03-07

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