JPH0337616B2 - - Google Patents

Info

Publication number
JPH0337616B2
JPH0337616B2 JP27983584A JP27983584A JPH0337616B2 JP H0337616 B2 JPH0337616 B2 JP H0337616B2 JP 27983584 A JP27983584 A JP 27983584A JP 27983584 A JP27983584 A JP 27983584A JP H0337616 B2 JPH0337616 B2 JP H0337616B2
Authority
JP
Japan
Prior art keywords
piece
steel beam
steel
rebuilding
anchor
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
JP27983584A
Other languages
Japanese (ja)
Other versions
JPS61158540A (en
Inventor
Asao Matsukawa
Yoshiaki Saka
Muneo Fujimoto
Chetaka Koda
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP27983584A priority Critical patent/JPS61158540A/en
Publication of JPS61158540A publication Critical patent/JPS61158540A/en
Publication of JPH0337616B2 publication Critical patent/JPH0337616B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 [発明の目的] 産業上の利用分野 本発明は、鉄骨梁の組立完了後の建入直しに使
用する仮設ブレースのためのアンカーピースを配
設した鉄骨梁に関するものである。
[Detailed Description of the Invention] [Object of the Invention] Industrial Application Field The present invention relates to a steel beam provided with anchor pieces for temporary braces used for rebuilding after the assembly of the steel beam is completed. be.

従来の技術 従来、第3図に示すように数階分の高さを有す
る鉄骨柱10に鉄骨梁11を接合して組立てた後
に建入直しを行なうに際しては、図示のようにワ
イヤーロープ12で筋違をとつて歪直しを行なつ
ていた。
BACKGROUND TECHNOLOGY Conventionally, as shown in FIG. 3, when a steel beam 11 is assembled by being joined to a steel column 10 having a height of several stories, when rebuilding the building, wire ropes 12 are used as shown in the figure. They were working on straightening out the distortion.

発明が解決しようとする問題点 しかしながら、上記従来の建入直しは数階に亙
る上下作業となるため作業が煩雑で安全性に欠け
るばかりでなく、建入直しに大きな力を必要とし
て修正が困難である等の欠点があつた。
Problems to be Solved by the Invention However, the above-mentioned conventional rebuilding process involves work up and down several floors, which not only makes the work complicated and lacks safety, but also requires a large amount of force and is difficult to correct. There were drawbacks such as:

ところで、本発明者等は上記のような従来の建
方工法に代えて柱付連梁による各階毎の建方工法
を開発し、第1図に示すように該柱付連梁4の間
の梁間方向に鉄骨梁1を接合して組み立てるよう
にした。
By the way, the present inventors have developed a construction method for each floor using column-attached beams instead of the conventional construction method as described above, and as shown in FIG. The steel beams 1 are assembled by joining them in the direction between the beams.

従つて、柱付連梁4は1階分であつて、しかも
工場製作のため建方後の精度修正は殆んど必要な
く、第1図に示すように梁間方向の鉄骨梁1を組
立た後の建入直しが僅か必要となるだけである。
しかも、この建入直しも1階毎の作業であるた
め、強い力を必要としないばかりでなく作業工程
が非常に短くなる利点がある。
Therefore, the column-attached beams 4 are for one floor, and since they are manufactured in a factory, there is almost no need for accuracy correction after construction, and the steel beams 1 can be assembled in the inter-beam direction as shown in Figure 1. Only a small amount of subsequent reconstruction will be required.
Moreover, since this rebuilding work is done for each floor, it not only does not require strong force, but also has the advantage that the work process is extremely short.

本発明者等は、上記のように建入直しに強い力
を必要としないことと、該建入直し時に鉄骨梁1
に付設する仮設ブレース用のアンカーピースが、
建方作業の際に吊フツクを引掛ける吊ピースに兼
用し得ることに着目し、本発明をするに至つたも
ので、その目的とするところは、ブレース用アン
カーピースを吊ピースに兼用せしめることによ
り、吊ピースの取付け及び撤去等の手間をなく
し、コストダウン及び工期の短縮を図ることが出
来ると共に、安全且つ迅速に建方の出来るブレー
ス用アンカーピースを配設した鉄骨梁を提供する
ことにある。
The inventors of the present invention have realized that strong force is not required for rebuilding as described above, and that the steel beams
The anchor piece for the temporary brace attached to the
The present invention was developed by focusing on the fact that a hanging hook can be used as a hanging piece during erection work, and the purpose is to make a brace anchor piece double as a hanging piece. In this way, it is possible to eliminate the trouble of installing and removing hanging pieces, reduce costs and shorten construction period, and provide a steel beam equipped with anchor pieces for braces that can be erected safely and quickly. be.

[発明の構成] 問題点を解決するための手段 本発明のブレース用アンカーピースを配設した
鉄骨梁は、建入直し用仮設ブレースの下方フツク
部を掛止するための穴を穿設したアンカービース
を鉄骨梁に付設すると共に、建方時に上記穴に吊
フツクを引掛けて吊上げる際に該鉄骨梁が水平状
態で吊下げられるような梁の上面位置に、上記ピ
ースを配設したことを特徴とするものである。
[Structure of the Invention] Means for Solving the Problems A steel beam provided with the brace anchor piece of the present invention is an anchor having a hole drilled therein for hooking a lower hook portion of a temporary brace for rebuilding. In addition to attaching the bead to the steel beam, the above-mentioned piece is placed at a position on the top surface of the beam such that the steel beam can be suspended in a horizontal state when the hanging hook is hooked into the hole and lifted during construction. It is characterized by:

実施例 以下、本発明の一実施例について図面を参照し
ながら説明する。
Embodiment Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図に於いて、1は梁間方向の鉄骨梁であつ
て、その上面にピース2が付設されている。該ピ
ース2には穴が穿設されていて、これに仮想線で
示すようにクレーン等の吊ワイヤー3の吊フツク
を引掛けて吊下げられ、図示のように水平状態で
左右の柱付連梁4,4の間にセツトされて、ボル
ト等で接合され、上記吊フツクをピース2の穴か
ら外す。尚、鉄骨梁1に付設されている吊ピース
2は、該鉄骨梁1の重心を計算して、水平状態で
安定して吊上げられるような位置に取り付けられ
ている。
In FIG. 1, 1 is a steel beam in the inter-beam direction, and a piece 2 is attached to the upper surface of the steel beam. A hole is drilled in the piece 2, and the piece 2 is hung by hooking a hanging hook of a hanging wire 3 of a crane, etc., as shown by the imaginary line, and the piece 2 is hung horizontally as shown in the figure. It is set between the beams 4, 4 and joined with bolts, etc., and the hanging hook is removed from the hole in the piece 2. Note that the hanging piece 2 attached to the steel beam 1 is attached at a position where the center of gravity of the steel beam 1 is calculated so that it can be stably lifted in a horizontal state.

以上のようにして建方作業が完了すると次に建
入直しを行なう。
Once the erection work is completed as described above, the next step is to rebuild.

建入直しに際しては、第2図に示すように下階
の鉄骨梁1の上面に付設されているピース2の穴
2aに仮設ブレース5の下方フツク部5aを引掛
けると共に、上記柱付連梁4の鉄骨柱6に付設し
たアンカーピース7の穴7aに上記仮設ブレース
5の上方フツク部5bを引掛けて、ターンバツク
ル8にて緊張し、建入れを調べながらその歪みを
修正する。尚、10は床コンクリートの天端面で
ある。
When rebuilding, as shown in FIG. The upper hook part 5b of the temporary brace 5 is hooked into the hole 7a of the anchor piece 7 attached to the steel column 6 of No. 4, and the upper hook part 5b of the temporary brace 5 is tensioned with the turnbuckle 8, and the distortion is corrected while checking the construction. Note that 10 is the top surface of the concrete floor.

[発明の効果] 本発明は以上のように、建入直し用仮設ブレー
スのアンカーピースを、建方時の吊フツク用の吊
ピースに兼用せしめたので、吊ピースを特別に取
り付けたり或いは撤去する手間と費用が省けるば
かりでなく、建方時に鉄骨梁が水平状態に吊下げ
られるような梁の上面位置に上記ピースを配設し
たので、建方作業が安全且つ迅速に行える効果が
ある。
[Effects of the Invention] As described above, the present invention allows the anchor piece of the temporary brace for rebuilding to be used as a hanging piece for a hanging hook during erection, so the hanging piece does not have to be specially attached or removed. This not only saves time and money, but also allows the erection work to be carried out safely and quickly since the piece is placed on the top of the beam so that the steel beam can be suspended horizontally during erection.

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

第1図は本発明に於ける鉄骨梁の建方及び建入
直し作業状態を示す概略説明図、第2図は建入直
し用仮設ブレースの取付け状況を示す要部説明
図、第3図は従来の建入直し状況を示す概略説明
図である。 1…鉄骨梁、2…ピース、2a…穴、3…吊ワ
イヤー、4…柱付連梁、5…仮設ブレース、5a
…下方フツク部、5b…上方フツク部、6…鉄骨
性、7…アンカーピース、7a…穴、8…ターン
バツクル。
Fig. 1 is a schematic explanatory diagram showing how steel beams are erected and the state of reconstruction work in the present invention, Fig. 2 is an explanatory diagram of main parts showing the installation status of temporary braces for reconstruction, and Fig. 3 is It is a schematic explanatory diagram showing the conventional rebuilding situation. 1... Steel beam, 2... Piece, 2a... Hole, 3... Hanging wire, 4... Connecting beam with column, 5... Temporary brace, 5a
...Lower hook part, 5b...Upper hook part, 6...Steel frame, 7...Anchor piece, 7a...Hole, 8...Turnbuckle.

Claims (1)

【特許請求の範囲】[Claims] 1 建入直し用仮設ブレースの下方フツク部を掛
止するための穴を穿設したアンカービースを鉄骨
梁に付設すると共に、建方時に上記穴に吊フツク
を引掛けて吊上げる際に該鉄骨梁が水平状態で吊
下げられるような梁の上面位置に、上記ピースを
配設したことを特徴とするブレース用アンカーピ
ースを配設した鉄骨梁。
1 Attach an anchor bead with a hole drilled to hang the lower hook part of the temporary brace for rebuilding to the steel beam, and hook the lifting hook into the hole during erection to lift the steel beam. A steel beam provided with an anchor piece for a brace, characterized in that the above piece is provided at a position on the upper surface of the beam such that the beam is suspended horizontally.
JP27983584A 1984-12-28 1984-12-28 Anchor piece for brace in reinforcement beam Granted JPS61158540A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27983584A JPS61158540A (en) 1984-12-28 1984-12-28 Anchor piece for brace in reinforcement beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27983584A JPS61158540A (en) 1984-12-28 1984-12-28 Anchor piece for brace in reinforcement beam

Publications (2)

Publication Number Publication Date
JPS61158540A JPS61158540A (en) 1986-07-18
JPH0337616B2 true JPH0337616B2 (en) 1991-06-06

Family

ID=17616582

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27983584A Granted JPS61158540A (en) 1984-12-28 1984-12-28 Anchor piece for brace in reinforcement beam

Country Status (1)

Country Link
JP (1) JPS61158540A (en)

Also Published As

Publication number Publication date
JPS61158540A (en) 1986-07-18

Similar Documents

Publication Publication Date Title
JPH04111829A (en) Method for constructing large-span roof
EP0480683A1 (en) Erection workbench and construction process
CN107419907B (en) A kind of steel-making tower steel structure platform is staggered installation of welding method
JPH0337616B2 (en)
JPH06323503A (en) Assembling method for large size suspension type boiler
JPH07150767A (en) Beam truss erecting method in building having overhead traveling crane
JP3053296B2 (en) Pillar hanging jig
JP3062905B2 (en) Single layer truss roof lift-up method
CN115538678B (en) Construction method for small side surface platform of large-angle overhanging view platform
JPH06240874A (en) Construction of truss beam for long span
JPH02305785A (en) Elevator installation process and working floor device for elevator installation
JPH037471Y2 (en)
JPS6137426B2 (en)
JPH0429037Y2 (en)
JP2690822B2 (en) Steel construction method for low-rise buildings
JPH0776914A (en) Hanging-down construction method of steel stairs
JPH05239929A (en) Fitting construction method for horizontal wall panel
JP2792806B2 (en) Construction method and capital piece of steel frame house
JPS6322269Y2 (en)
JPS6350502B2 (en)
JP2551488B2 (en) Lifting method by crane and lifting jig
JPS6354096B2 (en)
JPS5996358A (en) Construction of steel structural roof or upper stair floor
JPS6233383B2 (en)
JP2808448B2 (en) Roof construction method