JPH0762885A - Steel post alignment jig device - Google Patents
Steel post alignment jig deviceInfo
- Publication number
- JPH0762885A JPH0762885A JP20799793A JP20799793A JPH0762885A JP H0762885 A JPH0762885 A JP H0762885A JP 20799793 A JP20799793 A JP 20799793A JP 20799793 A JP20799793 A JP 20799793A JP H0762885 A JPH0762885 A JP H0762885A
- Authority
- JP
- Japan
- Prior art keywords
- positioning
- steel post
- column
- steel frame
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 230000008602 contraction Effects 0.000 claims description 5
- 239000000725 suspension Substances 0.000 abstract description 6
- 238000009434 installation Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、既設の鉄骨柱の上部
に鉄骨柱を吊り込む際に直線性を持って接合するための
位置決め治具装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a positioning jig device for linearly joining an existing steel frame column when suspending the steel frame column.
【0002】[0002]
【従来の技術】既設の鉄骨柱の上部に新たな鉄骨柱を継
ぐ際には、クレーンで吊り、既設鉄骨柱の上部に設置す
るようにしている。吊込みの際には鉄骨柱がふらつき、
作業員の操作誘導だけで精度良く既設鉄骨柱上に設置す
るのは難しい。また、設置(着地)後も、上下の柱を溶
接する間、何らかの手段で鉄骨柱を垂直に保持しなけれ
ばならない。2. Description of the Related Art When a new steel frame column is spliced onto an existing steel frame column, it is hung by a crane and installed on the existing steel frame column. When hanging, the steel column sways,
It is difficult to install it on an existing steel column with high precision simply by instructing the operator to operate it. Also, after installation (landing), the steel columns must be held vertically by some means while welding the upper and lower columns.
【0003】例えば従来では、特公昭53−47616
号公報に示すように、鉄骨柱の上下の各辺に複数のボル
ト穴を開口した位置決め用フランジを一体に突設してお
き、吊り込み作業によりほぼフランジ同士が一致した状
態に設置した後、フランジの両側に継手となる治具板を
配置し、これにボルトを通し、裏からのナットの締め付
け力によって鉄骨柱を一次的に保持(仮止め)するよう
にしている。For example, in the past, Japanese Patent Publication No. 53-47616.
As shown in the publication, positioning flanges having a plurality of bolt holes opened on the upper and lower sides of the steel column are integrally projected, and after the flanges are installed in a state in which the flanges substantially match each other by the hanging operation, Jig plates that serve as joints are arranged on both sides of the flange, and bolts are passed through this to temporarily hold (temporarily fix) the steel column by the tightening force of the nut from the back.
【0004】[0004]
【発明が解決しようとする課題】しかし、この方法で
は、仮止め作業にも時間がかかり、その作業の間、クレ
ーンの玉掛けをはずすことができず、クレーンによる他
の鉄骨柱の運搬に支障をきたす欠点があった。However, in this method, the temporary fixing work also takes time, and the sling of the crane cannot be removed during the work, which hinders the transportation of other steel columns by the crane. There was a drawback.
【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、既設鉄骨柱に対する新たな鉄骨柱の
吊り込み作業時点で両者の直線度を精度良く一致させ、
かつ、クレーンの稼働効率を上げることが出来るように
した鉄骨柱の位置決め治具装置を提供するものである。The present invention is intended to solve the above problems, and an object of the present invention is to make the straightnesses of both of them accurately coincide with each other at the time of suspending a new steel column to an existing steel column.
In addition, the present invention provides a jig for positioning a steel frame column that can improve the operating efficiency of a crane.
【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、断面矩形状をなす中空の既設鉄骨柱の
上部隅角部に90°交差した状態に配置される4組の位
置決め枠と、該各位置決め枠の上部延長部の内面に配置
され、かつ回転面を吊り込まれる鉄骨柱の外側部に面し
て鉛直方向に回転可能に配置した複数のガイドローラ
と、前記各位置決め枠を前記既設鉄骨柱の周囲に固定す
る固定手段とを備えたことを特徴とする。In order to achieve the above-mentioned object, the present invention has four sets of positioning frames which are arranged in such a manner as to intersect with the upper corners of a hollow existing steel frame column having a rectangular cross section by 90 °. And a plurality of guide rollers arranged on the inner surface of the upper extension of each positioning frame and rotatably in the vertical direction facing the outer side of the steel frame pillar on which the rotating surface is suspended, and each positioning frame. Is provided around the existing steel column.
【0007】また、前記固定手段は前記位置決め枠同士
を前記鉄骨柱を挟んで着脱可能に連結するボルトナット
により構成できる。Further, the fixing means may be constituted by bolts and nuts which detachably connect the positioning frames to each other with the steel frame column interposed therebetween.
【0008】更に前記各位置決め枠は伸縮機構を介して
前記既設鉄骨柱の外側部に固定される構成も採用でき
る。Further, it is also possible to adopt a structure in which each of the positioning frames is fixed to the outer side portion of the existing steel frame column via an expansion / contraction mechanism.
【0009】[0009]
【作用】以上の構成にあっては、治具装置を予め既設鉄
骨柱の上縁に配置しておき、吊込まれた鉄骨柱を操作誘
導して概略の位置決めを行い、その底面隅角部がいずれ
かの位置決め枠の上部延長部に設けたガイドローラの半
径より内側に当接した時点で鉄骨柱を吊下ろすと、ガイ
ドローラは回転しながらその周方向に鉄骨柱の外側部を
下降ガイドする。In the above construction, the jig device is arranged in advance on the upper edge of the existing steel frame column, and the suspended steel frame column is operated and guided to be roughly positioned. When the steel column is hung at the point where it abuts inside the radius of the guide roller provided on the upper extension of one of the positioning frames, the guide roller rotates and the outer part of the steel column descends and guides in the circumferential direction. To do.
【0010】そして、最終的には全ての位置決め枠のガ
イドローラの周面に四隅の角部が当接することにより位
置決めされ、この状態で既設鉄骨柱の上部に設置される
ことになる。各位置決め枠の既設鉄骨柱に対する着脱を
ボルトナットで行う場合には組立分解が簡単となる。Finally, the corners of the four corners are brought into contact with the peripheral surfaces of the guide rollers of all the positioning frames for positioning, and in this state, they are installed on the upper part of the existing steel column. If the bolts and nuts are used to attach and detach each positioning frame to and from the existing steel frame columns, assembly and disassembly becomes easy.
【0011】更に伸縮機構を介して各位置決め枠を取り
付けた場合には、吊り込み作業時における吊り込み側鉄
骨柱の許容誤差範囲を拡げることができる。Further, when each positioning frame is attached via the expansion / contraction mechanism, it is possible to widen the allowable error range of the steel column on the suspending side during the suspending work.
【0012】[0012]
【実施例】以下、この発明の実施例を図面を用いて詳細
に説明する。Embodiments of the present invention will be described below in detail with reference to the drawings.
【0013】図1はこの発明の第一実施例による位置決
め治具装置を示す斜視図、図2は同平面図である。FIG. 1 is a perspective view showing a positioning jig device according to a first embodiment of the present invention, and FIG. 2 is a plan view thereof.
【0014】図において、鉄骨柱1は、断面矩形状をな
し、内部中空のものであって、この鉄骨柱1の上縁及び
下縁は内側に向けて溶接しろを取るためにナイフエッジ
状に形成されているとともに、上部及び下部の外側の対
向する2辺には一対の仮止め用のフランジ1aが突設さ
れており、既設鉄骨柱1の上部周縁にこの発明による位
置決め治具装置2が着脱可能に固定される。In the figure, the steel column 1 has a rectangular cross section and is hollow inside, and the upper and lower edges of the steel column 1 are formed into a knife edge shape in order to obtain a welding margin toward the inside. A pair of temporary fixing flanges 1a are formed on the outer sides of the upper and lower portions facing each other, and the positioning jig device 2 according to the present invention is provided on the upper peripheral edge of the existing steel frame column 1. It is fixed detachably.
【0015】治具装置2は、既設鉄骨柱1の外側部にお
ける上部隅角部に90°交差した状態に配置される4組
の位置決め枠3と、各組の位置決め枠3の外側にあって
位置決め枠3同士を一体に連結する上下一対の連結プレ
ート4と、各位置決め枠3の上部延長部3aの内面にブ
ラケット5を介して軸受され、かつその回転面を吊り込
み側鉄骨柱1の外側部に面して鉛直方向に回転可能に配
置された上下一対のガイドローラ6と、前記各辺に対向
配置された位置決め枠3の組の下部側に挿通されるボル
ト7及び、ボルト7に捩じ込まれるナット8とを備え、
夫々の位置決め枠3同士をこのボルト7及びナット8に
より既設鉄骨柱1の周囲に緊縛状態に固定している。The jig device 2 includes four sets of positioning frames 3 arranged in a state of intersecting the upper corners of the outer side of the existing steel column 1 by 90 °, and outside the positioning frames 3 of each set. A pair of upper and lower connecting plates 4 that integrally connect the positioning frames 3 to each other, and bearings on the inner surfaces of the upper extension portions 3a of the positioning frames 3 via brackets 5, and the rotation surface thereof is the outside of the suspension side steel column 1. A pair of upper and lower guide rollers 6 which are arranged so as to be rotatable in the vertical direction so as to face the parts, bolts 7 which are inserted through the lower side of the set of positioning frames 3 which are arranged to face each side, and which are screwed into the bolts 7. With a nut 8
The respective positioning frames 3 are fixed to each other around the existing steel column 1 by the bolts 7 and nuts 8 in a tightly bound state.
【0016】前記ガイドローラ6はその半径から内側に
吊り込み側の鉄骨柱1の下縁隅角部が位置した状態で下
降及び位置決めが可能となり、したがってガイドローラ
6の径は作業員誘導時における据付誤差の許容範囲に応
じて設定される。The guide roller 6 can be lowered and positioned in a state where the lower edge corner portion of the steel column 1 on the suspending side is positioned inward from the radius of the guide roller 6. Therefore, the diameter of the guide roller 6 is set to a value when the operator is guided. It is set according to the allowable range of installation error.
【0017】以上の構成の治具装置2を用いた鉄骨柱1
の吊込み手順としては、まず治具装置2を既設鉄骨柱1
の上部に固定し、その後吊込み作業を行う。Steel column 1 using the jig device 2 having the above structure
As for the procedure of suspending, first, the jig device 2 is installed in the existing steel column 1.
It is fixed to the upper part of the and then suspended.
【0018】固定方法は、各位置決め枠3を既設鉄骨柱
1の上縁の対向する辺に配置し、次いで各位置決め枠3
間にボルト7を通し、ナット8でボルトの両端を締め付
ければ、図1,図2に示すように各位置決め枠3の延長
部3aは既設鉄骨柱1の隅角部に立設状態に位置決めさ
れ、これに応じて各ガイドローラ6も隅角部の上部に9
0°間隔で配置される。As a fixing method, each positioning frame 3 is arranged on the opposite sides of the upper edge of the existing steel frame pillar 1, and then each positioning frame 3 is arranged.
By inserting the bolt 7 between them and tightening both ends of the bolt with the nut 8, the extension 3a of each positioning frame 3 is positioned in a standing state at the corner of the existing steel column 1 as shown in FIGS. Accordingly, each guide roller 6 is also attached to the upper part of the corner by 9
They are arranged at 0 ° intervals.
【0019】以上の準備作業終了後新たな鉄骨柱1の吊
り込みを行う。この作業はクレーンなどを用いて行わ
れ、当初は該当する位置に待機している作業員の誘導作
業によって行われ、吊り込み側の鉄骨柱1が既設鉄骨柱
1の真上の大まかな位置に位置させた後に更に吊下ろし
作業が行われる。After the above preparatory work is completed, a new steel frame pillar 1 is suspended. This work is performed using a crane or the like, and is initially performed by the guidance work of a worker who is waiting at the corresponding position, so that the steel pillar 1 on the suspending side is located roughly above the existing steel pillar 1. After being positioned, further hanging work is performed.
【0020】この時、図3(a)に示すように互いに直
交配置された任意のガイドローラ6の半径から内側に吊
下ろし側鉄骨柱1の下縁角部が位置した状態となれば、
このガイドローラ6の回転面に接触させたまま吊下ろす
ことができる。At this time, as shown in FIG. 3 (a), if the lower edge corners of the suspension-side steel frame columns 1 are positioned inward from the radii of arbitrary guide rollers 6 arranged orthogonally to each other,
It can be hung while being in contact with the rotating surface of the guide roller 6.
【0021】つまり、ガイドローラ6の半径から内側に
鉄骨柱1の下縁が位置した状態では鉄骨柱1の下降に伴
ってローラ6は内側に回転し、その径に応じて図3
(b)に示すように、内側へと位置決めガイドし、下降
に伴って最終的には図3(c)に示すように全部のガイ
ドローラ6の内側に接した状態で精度良く既設鉄骨柱1
の上縁に吊り込み側鉄骨柱1の下縁が一致した状態に据
え付けられる。That is, when the lower edge of the steel column 1 is located inward from the radius of the guide roller 6, the roller 6 rotates inward as the steel column 1 descends, and according to the diameter of the roller 6, the roller 6 is rotated.
As shown in (b), positioning guides to the inside, and as it descends, finally, as shown in FIG. 3 (c), the existing steel pillars 1 are accurately brought into contact with the insides of all the guide rollers 6.
It is installed in a state where the lower edge of the suspension-side steel frame pillar 1 is aligned with the upper edge of the.
【0022】吊り込み完了後は、クレーンワイヤなどの
玉掛けを外し、両鉄骨柱1の他の2辺に突き合わされる
フランジ1aの両側に図示しない固定板を配置し、これ
らを貫通する図示しないボルトナットによって両フラン
ジ1a間を連結すれば、両鉄骨柱1同士は仮止めされ
る。After the hoisting is completed, the slings such as crane wires are removed, fixing plates (not shown) are arranged on both sides of the flanges 1a which are abutted with the other two sides of the two steel frame columns 1, and bolts (not shown) that penetrate these are provided. If both flanges 1a are connected by a nut, both steel frame pillars 1 will be temporarily fixed.
【0023】この仮止め作業終了後、ナット8を緩めて
前記位置決め枠3間を締め付けているボルト7を外せば
位置決め治具2を取り外すことができ、これはそのまま
他の吊り込み場所に転用される。その後両鉄骨柱1間を
溶接すれば、接続作業を完了する。After this temporary fixing work is completed, the positioning jig 2 can be removed by loosening the nut 8 and removing the bolts 7 that tighten the space between the positioning frames 3, which is then diverted to another suspending place. It After that, welding between the steel columns 1 completes the connection work.
【0024】図3はこの発明の第二実施例を示すもので
ある。図において、位置決め枠20はトラス組構造をな
し、その下部内側には既設鉄骨柱1の外側に当接する上
下一対の油圧伸縮装置21を配置しているとともに、鉄
骨柱1の上部側延長部20aの内側に油圧伸縮装置22
のプランジャ先端に軸受されたガイドローラ23を配置
している。FIG. 3 shows a second embodiment of the present invention. In the figure, the positioning frame 20 has a truss structure structure, and a pair of upper and lower hydraulic expansion / contraction devices 21 that come into contact with the outside of the existing steel frame column 1 are arranged inside the lower part thereof, and the upper side extension part 20a of the steel frame column 1 is arranged. Hydraulic expansion device 22 inside
A guide roller 23 supported by a bearing is arranged at the tip of the plunger.
【0025】この構成によれば、吊り込み側鉄骨柱1を
吊り込み誘導する際は、下部側油圧伸縮装置21を突出
させて各位置決め枠20によって囲われる上部空間の面
積を拡げ、吊り込み側鉄骨柱1がこの空間内部に吊下ろ
された段階で伸縮装置21を縮小させて吊り込み側鉄骨
柱1の周囲空間を縮小させつつガイドローラ23に当接
させてその位置修正を行いながら既設鉄骨柱1上に下降
させることで、前記実施例と同様に精度良く据え付ける
ことが出来る。According to this structure, when the suspension side steel frame column 1 is guided to be suspended, the lower side hydraulic expansion / contraction device 21 is projected to expand the area of the upper space surrounded by each positioning frame 20, and the suspension side is extended. When the steel column 1 is hung inside this space, the telescopic device 21 is reduced to reduce the space around the steel column 1 on the suspension side, and is brought into contact with the guide roller 23 to correct the position of the existing steel frame. By descending onto the pillar 1, it can be installed with high precision as in the above-mentioned embodiment.
【0026】なお、両者の接合部分は位置決め枠20の
内側に配置された自動溶接機24などを用いて溶接する
ことができる。The joining portion of the two can be welded by using an automatic welding machine 24 or the like arranged inside the positioning frame 20.
【0027】この実施例では据付側の鉄骨柱の吊り下ろ
し時における許容誤差範囲を拡げることが出来る。ま
た、フランジ1aおよび固定板を省略することもでき
る。In this embodiment, it is possible to widen the allowable error range when the steel column on the installation side is hung. Further, the flange 1a and the fixing plate can be omitted.
【0028】[0028]
【発明の効果】以上各実施例によって詳細に説明したよ
うに、この発明にかかる鉄骨柱の位置決め治具装置にあ
っては、治具装置を予め既設鉄骨柱の上縁に配置してお
き、吊込まれた鉄骨柱を操作誘導して概略の位置決めを
行い、その底面隅角部がいずれかのガイドローラの半径
より内側に当接した時点で鉄骨柱を吊下ろすと、ガイド
ローラは回転しながらその周方向に鉄骨柱の外側部を下
降ガイドし、、最終的には全てのガイドローラの周面に
四隅の角部が当接することにより位置決めされ、この状
態で既設鉄骨柱の上部に設置されるため、従来のように
位置修正のための労力が不要となり、鉄骨柱の吊り込み
から据付までの作業時間を大巾に短縮できる利点があ
る。しかも、ガイドローラを上下一対として設けたの
で、鉄骨柱は自立可能となり、クレーンは、位置決めさ
れた後、直ちに玉掛けを外して、他の鉄骨柱の運搬に使
用されるので、クレーンの可動効率が上昇する。As described above in detail with reference to the respective embodiments, in the jig for positioning the steel frame pillar according to the present invention, the jig device is previously arranged at the upper edge of the existing steel pillar, Guide the operation of the suspended steel column to roughly position it, and when the bottom corner contacts the inside of the radius of one of the guide rollers, suspend the steel column and the guide roller will rotate. While guiding the outer part of the steel column downward in the circumferential direction, and finally positioned by the corners of the four corners contacting the peripheral surface of all guide rollers, it is installed on top of the existing steel column in this state. Therefore, there is no need for labor for position correction as in the conventional case, and there is an advantage that the working time from the suspension of the steel column to the installation can be greatly shortened. Moreover, since the guide rollers are provided as a pair of upper and lower parts, the steel frame pillars can be self-supporting, and after the crane is positioned, the sling is immediately removed to be used for transporting other steel frame pillars, so that the moving efficiency of the crane is improved. To rise.
【0029】また同治具装置の既設鉄骨柱に対する取付
け取り外しをボルトナットの着脱操作などによって行う
場合には、構造,操作共に簡単で、転用も容易に行うこ
とができる利点がある。Further, when the jig device is attached to and detached from an existing steel frame column by attaching and detaching bolts and nuts, the structure and the operation are simple and the diversion can be easily performed.
【0030】更に伸縮装置により位置決め枠で囲われる
空間面積を拡大縮小出来るようにした場合には治具装置
による位置修正の許容範囲が拡がり更に吊り込み作業を
簡単に行うことができ、機械化,省力化を図る上で好適
である。Furthermore, when the space area surrounded by the positioning frame can be expanded or reduced by the expansion device, the allowable range of position correction by the jig device is expanded, and the hanging operation can be further facilitated, resulting in mechanization and labor saving. It is suitable in order to achieve
【図1】この発明の第一実施例による治具装置を鉄骨柱
に固定した状態を示す斜視図である。FIG. 1 is a perspective view showing a state in which a jig device according to a first embodiment of the present invention is fixed to a steel frame column.
【図2】同位平面図である。FIG. 2 is an isoplan view.
【図3】(a)〜(c)は治具装置を用いた鉄骨柱の据
付手順を示す説明図である。3 (a) to (c) are explanatory views showing an installation procedure of a steel frame column using a jig device.
【図4】この発明の第二実施例による治具装置を既設鉄
骨柱に固定した状態を示す説明用断面図である。FIG. 4 is an explanatory sectional view showing a state in which the jig device according to the second embodiment of the present invention is fixed to an existing steel frame column.
1 鉄骨柱 2 位置決め治具装置 3,20 位置決め枠 3a 上部延長部 6,23 ガイドローラ 7 ボルト 8 ナット 22 油圧伸縮装置 1 Steel column 2 Positioning jig device 3,20 Positioning frame 3a Upper extension part 6,23 Guide roller 7 Bolt 8 Nut 22 Hydraulic expansion device
Claims (3)
側部における上部隅角部に90°交差した状態に配置さ
れる4組の位置決め枠と、該各位置決め枠の上部延長部
の内面に配置され、かつその回転面を吊り込まれる鉄骨
柱の外側部に面して鉛直方向に回転可能に配置した複数
のガイドローラと、前記各位置決め枠を前記既設鉄骨柱
の周囲に固定する固定手段とを備えたことを特徴とする
鉄骨柱の位置決め治具装置。1. A set of four positioning frames arranged in a state of intersecting an upper corner portion of an outer side portion of an existing hollow steel column having a rectangular cross section by 90 °, and an inner surface of an upper extension portion of each positioning frame. And a plurality of guide rollers that are arranged rotatably and face the outer side of the suspended steel frame column so as to be rotatable in the vertical direction, and a fixing that fixes each positioning frame around the existing steel column. And a jig for positioning a steel frame column.
記鉄骨柱を挟んで着脱可能に連結するボルトナットであ
ることを特徴とする請求項1記載の鉄骨柱の位置決め治
具装置。2. The jig device for positioning a steel frame pillar according to claim 1, wherein the fixing means is a bolt nut that detachably connects the positioning frames to each other with the steel frame pillar interposed therebetween.
記既存鉄骨柱の外側部に固定されることを特徴とする請
求項1記載の鉄骨柱の位置決め治具装置。3. The positioning jig device for a steel frame pillar according to claim 1, wherein each of the positioning frames is fixed to an outer side portion of the existing steel frame pillar through an expansion / contraction mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20799793A JP2833428B2 (en) | 1993-08-23 | 1993-08-23 | Jig device for positioning steel columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20799793A JP2833428B2 (en) | 1993-08-23 | 1993-08-23 | Jig device for positioning steel columns |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0762885A true JPH0762885A (en) | 1995-03-07 |
| JP2833428B2 JP2833428B2 (en) | 1998-12-09 |
Family
ID=16548971
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20799793A Expired - Fee Related JP2833428B2 (en) | 1993-08-23 | 1993-08-23 | Jig device for positioning steel columns |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2833428B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017040069A (en) * | 2015-08-19 | 2017-02-23 | 太平電業株式会社 | Traveling heavy lifting device |
| CN115162751A (en) * | 2022-05-25 | 2022-10-11 | 中铁广州工程局集团深圳工程有限公司 | Accurate positioning device for steel structure column installation |
| CN115749315A (en) * | 2022-12-09 | 2023-03-07 | 重庆交通大学 | Connecting structure for steel structure building |
| CN117365134A (en) * | 2023-11-28 | 2024-01-09 | 中冶建工集团有限公司 | Prefabricated rectangular steel column auxiliary installation system and its use method |
| CN117488974A (en) * | 2023-11-07 | 2024-02-02 | 中铁十四局集团建筑工程有限公司 | A rapid positioning and temporary fixing device and method for precast concrete columns |
| CN118979644A (en) * | 2024-08-28 | 2024-11-19 | 中国建筑第八工程局有限公司 | A positioning device for steel structure installation |
| CN119507689A (en) * | 2024-12-27 | 2025-02-25 | 中铁十二局集团有限公司 | A temporary fixing device for facilitating accurate positioning of steel columns |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5347616B2 (en) | 2009-03-23 | 2013-11-20 | ヤマハ株式会社 | Sound equipment |
-
1993
- 1993-08-23 JP JP20799793A patent/JP2833428B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017040069A (en) * | 2015-08-19 | 2017-02-23 | 太平電業株式会社 | Traveling heavy lifting device |
| CN115162751A (en) * | 2022-05-25 | 2022-10-11 | 中铁广州工程局集团深圳工程有限公司 | Accurate positioning device for steel structure column installation |
| CN115162751B (en) * | 2022-05-25 | 2025-07-04 | 中铁广州工程局集团深圳工程有限公司 | A precise positioning device for installing steel structure columns |
| CN115749315A (en) * | 2022-12-09 | 2023-03-07 | 重庆交通大学 | Connecting structure for steel structure building |
| CN117488974A (en) * | 2023-11-07 | 2024-02-02 | 中铁十四局集团建筑工程有限公司 | A rapid positioning and temporary fixing device and method for precast concrete columns |
| CN117365134A (en) * | 2023-11-28 | 2024-01-09 | 中冶建工集团有限公司 | Prefabricated rectangular steel column auxiliary installation system and its use method |
| CN118979644A (en) * | 2024-08-28 | 2024-11-19 | 中国建筑第八工程局有限公司 | A positioning device for steel structure installation |
| CN119507689A (en) * | 2024-12-27 | 2025-02-25 | 中铁十二局集团有限公司 | A temporary fixing device for facilitating accurate positioning of steel columns |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2833428B2 (en) | 1998-12-09 |
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