JPH0510108Y2 - - Google Patents
Info
- Publication number
- JPH0510108Y2 JPH0510108Y2 JP1987097042U JP9704287U JPH0510108Y2 JP H0510108 Y2 JPH0510108 Y2 JP H0510108Y2 JP 1987097042 U JP1987097042 U JP 1987097042U JP 9704287 U JP9704287 U JP 9704287U JP H0510108 Y2 JPH0510108 Y2 JP H0510108Y2
- Authority
- JP
- Japan
- Prior art keywords
- tip
- steel
- self
- jump
- adjustment
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 238000003754 machining Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
この考案は、例えば建物の屋根面が特殊な曲面
形状をなし、ひさし先端(鼻先小梁先端)も立体
的なカーブを描いており、同鼻先小梁先端の位置
決めが設計上重要なポイントになつている鉄骨跳
ね出し梁の建方工事において、その鼻先小梁(跳
ね出し梁)先端の位置決め調整に使用される鉄骨
跳ね出し梁調整用治具に関するものである。[Detailed explanation of the invention] Industrial application field This invention, for example, has a roof surface of a building that has a special curved shape, and the tip of the eaves (the tip of the nose bridge) also has a three-dimensional curve. Related to a jig for adjusting the position of the tip of a beam in steel beams used for positioning and adjusting the tip of the tip of a beam in steel beam beam erection work where the positioning of the tip of the beam is an important design point. It is something.
従来の技術
従来、上述したような鉄骨跳出し梁先端の位
置決め調整は、継手部のボルト孔を正確に加工
し、ボルトの締付けと共に跳出し梁先端の位置
決めが正確に調整されるようにすることが行な
われている。BACKGROUND TECHNOLOGY Conventionally, the above-mentioned positioning adjustment of the tip of a steel jump beam has been carried out by accurately machining bolt holes in the joint so that the positioning of the tip of the jump beam can be adjusted accurately as the bolts are tightened. is being carried out.
あるいは作業足場を組立て、測量を行ないつ
つ作業足場に据付けたジヤツキで持ち上げるな
どして跳出し梁先端の位置決め調整をすること
も行なわれている。 Alternatively, the positioning of the tip of the jump beam can be adjusted by assembling a work scaffold and carrying out a survey while lifting it with a jack installed on the work scaffold.
本考案が解決しようとする問題点
上記に述べたボルト孔の加工を正確に行なう
やり方は、ボルト孔加工精度の向上に限度があ
り、加工に大変な手間がかかる割に跳出し梁先端
の位置決め調整の正確を期し難いという問題点が
あつた。Problems to be solved by the present invention The method of accurately machining bolt holes described above has a limit in improving the accuracy of bolt hole machining, and although machining takes a lot of effort, it is difficult to position the tip of the jump beam. There was a problem in that it was difficult to ensure accurate adjustment.
また、上記に述べた作業足場を組立てるやり
方は、足場の組立てにばかり手間がかかつて不経
済という問題点がある。 Furthermore, the method of assembling the work scaffold described above has the problem of being uneconomical as it requires much time and effort to assemble the scaffold.
問題点を解決するための手段
上記従来技術の問題点を解決するための手段と
して、この考案に係る鉄骨跳出し梁の調整用治具
は、図面の第1図と第2図に好適な実施例を示し
た通り、
所定の高さを有する鉄骨材1が主体をなし、前
記鉄骨材1の下端部に大梁5のフランジ部5aを
くわえ込んで自己保持する自立固定部2が設けら
れ、上端部には張力調整器3と共にチエン等の条
帯3bが取付けられ、前記条帯3bの先端部に鉄
骨跳ね出し梁6の支持部3cが設けられているこ
とを特徴とする。Means for Solving the Problems As a means for solving the problems of the above-mentioned prior art, the jig for adjusting steel jump beams according to this invention is implemented as shown in FIGS. 1 and 2 of the drawings. As shown in the example, the steel frame 1 having a predetermined height is the main body, and the self-supporting fixing part 2 that holds the flange part 5a of the girder 5 in its mouth is provided at the lower end of the steel frame 1, and the upper end A strip 3b such as a chain is attached to the tension adjuster 3, and a supporting portion 3c of a steel beam 6 is provided at the tip of the strip 3b.
作 用
自立固定具2で大梁5のフランジ部5aをくわ
え込ませると、それだけでこの調整治具は大梁5
の上に自立させることができ、跳出し梁先端の位
置決め調整に必要とされるぐらいの荷重には十分
耐える反力が確保される。調整対象の跳ね出し梁
6は、当初継手部7のボルト8が少し緩いぐらい
に取付けておいて、該梁6のできるだけ先端寄り
位置に張力調整器3で操作される条帯(チエン3
b)の先端部に設けた支持部3cを取付け、跳出
し梁6の測量点9を視準した測量値に基いて張力
調整器3を操作することにより同跳出し梁6先端
の位置決め調整を行なうことができる。Operation When the free-standing fixture 2 grips the flange portion 5a of the girder 5, this adjustment jig will fix the girder 5.
It can be made to stand on its own on top of the jumper beam, and a reaction force sufficient to withstand the load required for adjusting the position of the tip of the jumper beam is ensured. The projecting beam 6 to be adjusted is initially installed so that the bolt 8 of the joint 7 is slightly loose, and a strip (chain 3) operated by the tension adjuster 3 is placed as close to the tip of the beam 6 as possible.
b) Attach the support part 3c provided at the tip of the jump beam 6, and adjust the positioning of the tip of the jump beam 6 by operating the tension adjuster 3 based on the measured value obtained by collimating the survey point 9 of the jump beam 6. can be done.
調整終了後には、自立固定部2をフランジ部5
aから外すことにより簡単に撤去でき、次の跳出
し梁の位置決め調整に転用できるのである。 After completing the adjustment, attach the self-supporting fixing part 2 to the flange part 5.
It can be easily removed by removing it from a, and can be used for adjusting the position of the next jump beam.
実施例
次に、第1図、第2図に示した実施例を説明す
る。Embodiment Next, the embodiment shown in FIGS. 1 and 2 will be described.
この調整用治具は、100×100×800mm位のH形
鋼1が主体をなし、その下端部には大梁5のフラ
ンジ部5aをくわえるように鋼プレートを略馬蹄
形状に加工した自立固定部2が設られている。特
にこの自立固定部2は、第2図のようにフランジ
部5aをくわえただけでH形鋼1を自立させるこ
とができ、しかも調整時に必要とされる程度の反
力をとれるように、くわえ溝2aの口幅寸法がフ
ランジ部5aの厚さと略同じぐらいに形成されて
いる。しかも馬蹄形の下側部分2bは少し短く形
成し、もつてH形鋼1は一旦フランジ部5aの上
に自立固定部2を載置しずり動かすことにより自
立固定部2でフランジ部5aをくわえ込ませられ
る構成になつている。馬蹄形状をなす自立固定部
2の下側部分2bには、ガムテープ10を巻付け
てすべりが防止されている。また、大梁5のフラ
ンジ部5bには自立固定部2がくわえる位置に防
傷用としてウエスをかませることも行なう。 This adjustment jig is mainly composed of an H-shaped steel 1 of approximately 100 x 100 x 800 mm, and the lower end of the H-beam 1 has a self-supporting fixing part made of a steel plate processed into a substantially horseshoe shape so as to hold the flange 5a of the girder 5 in its mouth. 2 is set. In particular, this self-supporting fixing part 2 is designed so that the H-shaped steel 1 can be made to stand on its own by simply holding the flange part 5a in its grip as shown in FIG. The width of the groove 2a is approximately the same as the thickness of the flange portion 5a. Moreover, the lower part 2b of the horseshoe shape is formed a little shorter, so that the H-shaped steel 1 can be made by placing the self-supporting fixing part 2 on the flange part 5a and sliding it so that the free-standing fixing part 2 grips the flange part 5a. It is structured so that it can be used. The lower part 2b of the horseshoe-shaped self-supporting fixing part 2 is wrapped with gummed tape 10 to prevent it from slipping. In addition, a piece of cloth is placed over the flange portion 5b of the girder 5 at the position where the self-supporting fixing portion 2 is held for damage prevention purposes.
H形鋼1の上端ウエブ部にはφ40位の取付孔4
を加工し、ここに例えばヒツパラー等と通称され
るような張力調整器3の取付環3aが連結されて
いる。同張力調整器3の出力側である巻上げチエ
ン3bの先端部に環状の布製バンド3cを鉄骨跳
ね出し梁の支持部として取付け、該バンド3cを
跳出し梁6のできるだけ先端側位置に引掛けて支
持する構成とされている。 Attachment hole 4 of approximately φ40 in the upper end web part of H-beam 1
A mounting ring 3a of a tension adjuster 3, which is commonly referred to as a hitpara, is connected thereto. An annular cloth band 3c is attached to the tip of the hoisting chain 3b on the output side of the tension adjuster 3 as a support for the steel projecting beam, and the band 3c is hooked to the tip of the projecting beam 6 as far as possible. It is designed to support the
図示例のものは鉄骨跳ね出し梁(鼻先小梁)6
で屋根のひさしを構築する鉄骨建方工事を示して
おり、当初鼻先小梁6と大梁5との継手部7はボ
ルト8を少し緩く締めた状態にし、そのボルト孔
のクリアランスを利用して調整代がとれるように
される。そして、測量器で梁先端の測量点9を視
準し、例えば三次元測量(X,Y,Z座標)をし
てその測量結果に基いて張力調整器3を操作し、
レベル出しをする等々の方法で梁先端の位置決め
調整を設計通りに行なう。しかる後にボルト8の
本締めをして調整位置を確定するのである。 The example shown is a steel beam (nose bridge) 6
This shows the steel frame construction work for constructing the roof eaves. Initially, the bolts 8 at the joint 7 between the small nose beam 6 and the main beam 5 were tightened slightly, and the bolt holes were adjusted using the clearance of the bolt holes. It will be made possible to pay for it. Then, use a surveying instrument to sight the survey point 9 at the tip of the beam, perform a three-dimensional survey (X, Y, Z coordinates), and operate the tension adjuster 3 based on the survey results.
Adjust the position of the beam tip according to the design using methods such as leveling. After that, the bolt 8 is fully tightened to determine the adjusted position.
位置決め調整が完了したときは、バンド3cを
鼻先小梁6から外し、また、自立固定部2をフラ
ンジ部5aから引き外すことによつて簡単に撤去
することができ、次の調整位置へ移設して使用す
ることができるのである。 When the positioning adjustment is completed, it can be easily removed by removing the band 3c from the nose bridge 6 and detaching the self-supporting fixing part 2 from the flange part 5a, and then moving it to the next adjustment position. It can be used as such.
本考案が奏する効果
以上に実施例と併せて詳述したとおりであつ
て、この考案に係る鉄骨跳出し梁の調整用治具
は、その自立固定部2を大梁5のフランジ部5a
に対して着脱するだけで簡単に使用でき作業性が
すこぶる良い。Effects of the present invention As described above in detail in conjunction with the embodiments, the steel jump beam adjustment jig according to this invention has its self-supporting fixing portion 2 connected to the flange portion 5a of the girder 5.
It can be used easily by simply attaching and detaching it, and the workability is very good.
しかも、跳出し梁6を直接支持してその位置決
め調整が行なわれるので、調整精度を極めて高く
することができるのである。 Furthermore, since the projecting beam 6 is directly supported and its positioning adjustment is performed, the adjustment accuracy can be extremely high.
第1図はこの考案に係る鉄骨跳出し梁調整用治
具の主要部を示した斜視図、第2図は同調整用治
具の使用状態を示した立面図である。
FIG. 1 is a perspective view showing the main parts of the steel jump beam adjustment jig according to this invention, and FIG. 2 is an elevational view showing the adjustment jig in use.
Claims (1)
記鉄骨材1の下端部に大梁5のフランジ部5aを
くわえ込んで自己保持する自立固定部2が設けら
れ、上端部には張力調整器と共にチエン等の条帯
が取付けられ、前記条帯の先端部に鉄骨跳ね出し
梁の支持部が設けられていることを特徴とする、
鉄骨跳ね出し梁の調整用治具。 The main body is a steel frame 1 having a predetermined height, and a self-supporting fixing part 2 is provided at the lower end of the steel frame 1 to hold the flange 5a of the girder 5 in its mouth, and a tension adjuster is installed at the upper end. A strip such as a chain is attached thereto, and a supporting portion for a steel beam can be provided at the tip of the strip.
Jig for adjusting steel beams.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987097042U JPH0510108Y2 (en) | 1987-06-24 | 1987-06-24 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987097042U JPH0510108Y2 (en) | 1987-06-24 | 1987-06-24 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS642910U JPS642910U (en) | 1989-01-10 |
JPH0510108Y2 true JPH0510108Y2 (en) | 1993-03-12 |
Family
ID=31322237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1987097042U Expired - Lifetime JPH0510108Y2 (en) | 1987-06-24 | 1987-06-24 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0510108Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2548651B2 (en) * | 1991-12-13 | 1996-10-30 | アワーブレーン環境設計株式会社 | Continuous suspended scaffolding, building wall cleaning method, building wall cleaning device and wire rope defect detection device for suspended scaffolding |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5334700U (en) * | 1976-08-31 | 1978-03-27 | ||
JPS6055659B2 (en) * | 1978-03-24 | 1985-12-06 | 三菱レイヨン株式会社 | Installation structure of lighting components for folded plate roofs |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6055659U (en) * | 1983-09-22 | 1985-04-18 | 河原 明 | Tools for building houses |
-
1987
- 1987-06-24 JP JP1987097042U patent/JPH0510108Y2/ja not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5334700U (en) * | 1976-08-31 | 1978-03-27 | ||
JPS6055659B2 (en) * | 1978-03-24 | 1985-12-06 | 三菱レイヨン株式会社 | Installation structure of lighting components for folded plate roofs |
Also Published As
Publication number | Publication date |
---|---|
JPS642910U (en) | 1989-01-10 |
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