JPH028032Y2 - - Google Patents
Info
- Publication number
- JPH028032Y2 JPH028032Y2 JP11027083U JP11027083U JPH028032Y2 JP H028032 Y2 JPH028032 Y2 JP H028032Y2 JP 11027083 U JP11027083 U JP 11027083U JP 11027083 U JP11027083 U JP 11027083U JP H028032 Y2 JPH028032 Y2 JP H028032Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- reinforcing bar
- support
- threaded portion
- suspension
- 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
Links
- 239000000725 suspension Substances 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 230000008602 contraction Effects 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 17
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は梁筋吊り装置に関するものである。[Detailed explanation of the idea] (Industrial application field) The present invention relates to a beam suspension device.
(従来の技術)
従来、いわゆるSRC造の建物に構築する過程
において、例えば地中梁の直上階に鉄筋梁はある
が、鉄骨がない地中梁の梁筋を組み立てる場合に
は、鉄骨足場やスタンド等を用いて例えば鉄筋足
場間に渡した受け金物上に梁の上端筋を支持した
り、また両側に設置したスタンド上で上端筋を保
持してから梁筋を組み立てるものであつた。(Conventional technology) Conventionally, in the process of constructing a so-called SRC building, for example, there is a reinforcing beam on the floor directly above the underground beam, but when assembling the beam of the underground beam without a steel frame, steel scaffolding or The upper end reinforcement of the beam was supported using a stand or the like, for example, on a receiving metal fitting passed between reinforcing steel scaffolds, or the upper end reinforcement was held on stands installed on both sides, and then the beam reinforcement was assembled.
(考案が解決しようとする課題)
しかしながらこの方法によると、上端筋を単に
受け金物やスタンド上面に載せるだけにすぎない
ために梁筋のレベル調整の範囲が狭く、そして足
場板やスタンドの高さも精度よく出しにくく、し
たがつて梁の施工精度を高めるには限界があつ
た。(Problem to be solved by the invention) However, according to this method, the upper end reinforcement is simply placed on the bracket or the top of the stand, so the range of level adjustment of the beam reinforcement is narrow, and the height of the scaffolding board or stand is also limited. It was difficult to accurately produce the beams, so there was a limit to increasing the accuracy of beam construction.
本考案の目的は梁筋のレベル調整の範囲を広く
とることができ、梁の施工精度の向上を図ること
ができる梁筋吊り装置を提供することにある。 An object of the present invention is to provide a beam suspension device that can widen the range of beam level adjustment and improve beam construction accuracy.
(課題を解決するための手段)
本考案の特徴は、吊り支持体の両端部のうち少
なくとも一端部にねじ部が設けてあり、この一端
部のねじ部に梁鉄骨に掛止め可能のフツク又は上
記吊り支持体と直交する方向に位置する鉄筋受部
のいずれか一方がねじ結合し、他方を吊り支持体
の他端部に回転自在に支持してあることである。(Means for Solving the Problems) The present invention is characterized in that at least one of both ends of the suspension support is provided with a threaded portion, and the threaded portion of the one end is provided with a hook or One of the reinforcing bar receivers located in a direction orthogonal to the suspension support is screwed together, and the other is rotatably supported at the other end of the suspension support.
そして梁の直上階に既に架設してある梁鉄骨に
フツクを介して掛止めた状態で吊り支持体を垂設
し、下部の鉄筋受部で梁筋を支持するものであ
り、吊り支持体を伸縮調整部によつて伸縮させて
長さ調整し、さらにこの吊り支持体を回すことに
より鉄筋受部の高さの微調整をして、梁筋のレベ
ルの調整を行うものである。 Then, the suspension support is hung vertically by hooks to the beam steel frame that has already been erected directly above the beam, and the beam reinforcement is supported by the reinforcing bar receiver at the bottom. The length is adjusted by expanding and contracting with the expansion and contraction adjustment section, and the height of the reinforcing bar receiving section is finely adjusted by rotating the suspension support, thereby adjusting the level of the beam reinforcement.
(実施例)
以下本考案の一実施例を図面に基づいて説明す
る。(Example) An example of the present invention will be described below based on the drawings.
吊り支持体たる吊り棒体1は2本の異径の上下
のパイプ2及び3を嵌合連結したもので、上下に
伸縮自在である。両パイプ2,3の連結部分には
高さ調整用ピン穴4,…が一定間隔を置いて軸心
方向に設けてあり、このピン穴に固定ピン5が挿
入可能で、このピンにより両パイプの連結が固定
される。高さ調整用ピン穴4と固定ピン5とが、
吊り棒体1の伸縮調整部を構成している。吊り棒
体1の上下両端部にはすなわち上パイプ2の上端
部と下パイプ3の下端部とにはそれぞれねじ部
(上方のねじ部2aのみ図示)が設けてある。上
方のねじ部2aには、フツク6を支持する支持筒
体6aがねじ結合している。このフツクは軸7を
回転中心として支持筒体6aに取り付けてあり、
フツク間の下部には、このフツクを閉じる方向に
ばね力を与えるコイルばね8が掛渡してある。フ
ツク6の上端部は上階の梁鉄骨9の下側のフラン
ジに掛止め可能である。 A hanging rod 1 serving as a hanging support is formed by fitting and connecting two upper and lower pipes 2 and 3 of different diameters, and is vertically expandable and retractable. In the connecting part of both pipes 2 and 3, height adjustment pin holes 4, ... are provided at regular intervals in the axial direction, and a fixing pin 5 can be inserted into these pin holes, and with this pin, both pipes are connected. The connection is fixed. The height adjustment pin hole 4 and the fixing pin 5 are
It constitutes an expansion/contraction adjustment section for the hanging rod 1. Threaded portions (only the upper threaded portion 2a is shown) are provided at both upper and lower ends of the hanging rod 1, that is, at the upper end of the upper pipe 2 and the lower end of the lower pipe 3. A support cylinder 6a that supports the hook 6 is screwed to the upper threaded portion 2a. This hook is attached to the support cylinder 6a with the shaft 7 as the center of rotation,
A coil spring 8 is hung between the hooks at the lower part thereof to apply a spring force in the direction of closing the hooks. The upper end of the hook 6 can be hooked to the lower flange of the beam steel frame 9 on the upper floor.
また下方のねじ部は下パイプ3の下端開口内に
形成した雌ねじで構成し、このねじ部にT字状の
鉄筋受部10のねじ基部10aがねじ結合し、ね
じ方向は上記ねじ部2aとは逆となつている。こ
の鉄筋受部には2本の吊り筋11,11が掛止め
た状態で垂下し、この吊り筋の下端でかんざし筋
12を水平方向に支持している。 Further, the lower threaded portion is composed of a female thread formed in the lower end opening of the lower pipe 3, and the threaded base portion 10a of the T-shaped reinforcing bar receiving portion 10 is threadedly connected to this threaded portion, and the thread direction is the same as that of the threaded portion 2a. is the opposite. Two hanging bars 11, 11 hang down from this reinforcing bar receiving portion, and the hairpin bars 12 are supported in the horizontal direction at the lower ends of these hanging bars.
次に使用方法について説明する。 Next, how to use it will be explained.
まず施工する地中梁から直上の梁鉄骨9までの
高さに応じて、吊り棒体1を上下に伸縮させて長
さ調整をしてから、固定ピン5を所定の調整穴4
に挿入して上下両パイプ2,3の連結部分を固定
する。そして吊り棒体1を梁鉄骨9の下方に位置
させて、フツク6を開いて梁鉄骨9の下方のフラ
ンジに掛止めてこの吊り棒体を梁鉄骨より吊り下
げる。その後鉄筋受部10に吊り筋11を介して
かんざし筋12を支持する。そしてかんざし筋1
2で梁の上端筋13,…の両端を支持し、この上
端筋でスターラツプ14を保持させ、さらにこの
スターラツプの下部に下端筋(図示せず。)を渡
し、また鉄筋受部10上にコネクター受筋15,
15を支持し、このコネクター受筋にシヤーコネ
クター筋16を掛回し、地中梁筋の組立てを終え
る。梁筋のレベルの調整を必要とする場合、例え
ばレベルを少し下げる場合には、固定ピン5をも
つて吊り棒体1を中心として反時計方向に回す
と、この吊り棒体は矢印方向に回り、このため下
パイプ3より鉄筋受部10は徐々に降下し、所望
のレベルに達した時点で回転を止める。 First, adjust the length by vertically expanding and contracting the hanging rod 1 according to the height from the underground beam to be constructed to the beam steel frame 9 directly above, and then insert the fixing pin 5 into the specified adjustment hole 4.
to fix the connecting parts of both the upper and lower pipes 2 and 3. Then, the hanging rod body 1 is positioned below the beam steel frame 9, the hook 6 is opened and hooked to the lower flange of the beam steel frame 9, and the hanging rod body is suspended from the beam steel frame. Thereafter, the hairpins 12 are supported on the reinforcing bar receiving portion 10 via the suspension bars 11. And kanzashi muscle 1
2 supports both ends of the upper end reinforcements 13, ... of the beam, the stirrup 14 is held by the upper end reinforcements, a lower end reinforcement (not shown) is passed under the stirrup, and a connector is placed on the reinforcing bar receiver 10. Receptacle bar 15,
15, and the shear connector reinforcement 16 is wrapped around this connector support reinforcement, completing the assembly of the underground beam reinforcement. If you need to adjust the level of the beam, for example to lower the level a little, hold the fixing pin 5 and turn it counterclockwise around the hanging rod 1, and the hanging rod will rotate in the direction of the arrow. Therefore, the reinforcing bar receiver 10 gradually descends from the lower pipe 3, and stops rotating when it reaches a desired level.
その後コンクリートを打設して地中梁17削除
を施工する。なお、コンクリート打設後は、吊り
棒体1を梁鉄骨9から外すのであるが、吊り筋1
1及びかんざし筋12は埋め殺しとする。 After that, concrete will be poured and 17 underground beams will be removed. Note that after concrete is poured, the suspension rod 1 is removed from the beam steel frame 9;
1 and hairpins 12 are filled in.
梁の上端筋13を鉄筋受部10で支持してもよ
い。さらにねじ部は吊り棒体1の少なくとも一端
部に設ければよく、この場合他端部にはフツク6
又は鉄筋受部10を回転自在に連結する必要があ
る。また吊り支持体は長尺状の板体で構成しても
よい。梁筋は地中梁に関するものに限られない。 The upper end reinforcement 13 of the beam may be supported by the reinforcement receiving part 10. Further, the threaded portion may be provided on at least one end of the hanging rod 1, and in this case, the other end may be provided with a hook 6.
Alternatively, it is necessary to connect the reinforcing bar receiver 10 rotatably. Further, the hanging support may be formed of a long plate. Beam reinforcements are not limited to those related to underground beams.
(考案の効果)
以上説明したように本考案によれば、吊り支持
体は伸縮調整部により伸縮可能であるので、梁筋
のレベル調整の範囲を広くとることができ、そし
てねじ部を設けてあるので、微調整も自在であ
り、また吊り棒体を梁鉄骨を利用するので鉄筋受
部のレベルが正確に出て、したがつて梁の施工精
度が向上する。(Effects of the invention) As explained above, according to the invention, the suspension support can be expanded and contracted by the expansion/contraction adjustment section, so the level adjustment range of the beam reinforcement can be widened, and the screw section is provided. Because of this, fine adjustments can be made freely, and since the beam steel frame is used as the suspension rod, the level of the reinforcing bar receiving portions is accurate, which improves the accuracy of beam construction.
図面は本考案の一実施例を示す梁筋吊り装置の
使用状態を示す正面図である。
1……吊り棒体、2……上パイプ、2a……ね
じ部、3……下パイプ、4……高さ調整用穴、5
……固定ピン、6……フツク、9……梁鉄骨、1
0……鉄筋受部、17……地中梁。
The drawing is a front view showing the state in which a beam suspension device according to an embodiment of the present invention is used. 1... Hanging rod, 2... Upper pipe, 2a... Threaded part, 3... Lower pipe, 4... Height adjustment hole, 5
...Fixing pin, 6...Hook, 9...Beam steel frame, 1
0...Reinforcing bar receiving part, 17...Underground beam.
Claims (1)
にはねじ部を設けてあり、この一端部のねじ部に
は梁鉄骨に掛止め可能のフツク又は上記吊り支持
体と直交する方向に位置する鉄筋受部のいずれか
一方がねじ結合し、他方を吊り支持体の他端部に
回転可能に支持してあり、上記吊り支持体は伸縮
調整部によつて伸縮可能であることを特徴とする
梁筋吊り装置。 At least one end of both ends of the suspension support is provided with a threaded portion, and the threaded portion of this one end has a hook that can be hooked to a beam steel frame or a reinforcing bar located in a direction perpendicular to the suspension support. One of the receiving parts is screw-coupled and the other is rotatably supported on the other end of the hanging support, and the hanging support can be expanded and contracted by an expansion/contraction adjustment part. Muscle suspension device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11027083U JPS6019634U (en) | 1983-07-18 | 1983-07-18 | Beam suspension equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11027083U JPS6019634U (en) | 1983-07-18 | 1983-07-18 | Beam suspension equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6019634U JPS6019634U (en) | 1985-02-09 |
| JPH028032Y2 true JPH028032Y2 (en) | 1990-02-26 |
Family
ID=30256526
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11027083U Granted JPS6019634U (en) | 1983-07-18 | 1983-07-18 | Beam suspension equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6019634U (en) |
-
1983
- 1983-07-18 JP JP11027083U patent/JPS6019634U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6019634U (en) | 1985-02-09 |
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