JPH0348967Y2 - - Google Patents
Info
- Publication number
- JPH0348967Y2 JPH0348967Y2 JP1984153239U JP15323984U JPH0348967Y2 JP H0348967 Y2 JPH0348967 Y2 JP H0348967Y2 JP 1984153239 U JP1984153239 U JP 1984153239U JP 15323984 U JP15323984 U JP 15323984U JP H0348967 Y2 JPH0348967 Y2 JP H0348967Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- horizontal
- rotary arm
- base
- pivotally fixed
- 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
- 230000002787 reinforcement Effects 0.000 claims description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 230000002265 prevention Effects 0.000 claims description 3
- 230000000452 restraining effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
「産業上の利用分野」
この考案は壁等の立上り部の横筋についての太
径鉄筋受金具の提供に係わる。[Detailed description of the invention] "Industrial field of application" This invention relates to the provision of a large-diameter reinforcing bar receiving bracket for horizontal reinforcement on a rising part of a wall, etc.
「従来の技術」
原子力発電所等の大型建築工事の鉄筋組立て作
業においては鉄筋が太径(D22〜D51)で、単位
長さ当りの重量が非常に大きい。したがつて、壁
等の立上り部の横筋を人力で持ち上げつつ、縦筋
に結束する作業は困難をきわめている。"Prior Art" In the work of assembling reinforcing bars for large-scale construction works such as nuclear power plants, the reinforcing bars have large diameters (D22 to D51) and have a very large weight per unit length. Therefore, it is extremely difficult to manually lift the horizontal bars of a rising portion of a wall or the like while tying them to the vertical bars.
従来より行なわれている太径鉄筋の組立・結束
の方法には、下記の2方法が多く行なわれてい
る。 Conventionally, the following two methods are commonly used for assembling and bundling large diameter reinforcing bars.
(1) 仮設鉄骨等にブラケツト等を配置しておき、
それに横筋をあづけながら人力により配筋・結
束する。(1) Place brackets etc. on the temporary steel frame etc.
The horizontal reinforcement is placed and tied together manually.
(2) ユニツト化を図り、現場での配筋・結束を極
力減らす。(2) Strive to unitize and reduce reinforcement and bundling on site as much as possible.
又、縦鉄筋に係止する横鉄筋受金物が、実開昭
56−8722号公報、実開昭58−52213号公報等にな
されている。 In addition, the horizontal reinforcing bar bracket that locks onto the vertical reinforcing bars is
This is disclosed in Publication No. 56-8722, Japanese Utility Model Application Publication No. 58-52213, etc.
「考案が解決しようとする問題点」
しかしながら、前者のいずれの方法においても
鉄筋工事、特に太径鉄筋の配筋作業の労力の低減
には有効ではなく、それによつて多大な労力とそ
れに伴なう作業能率の低下、コストアツプ等の問
題がある。又、後者では鉄筋を仮受して結束した
後、取外しが不可能で消耗品となる難点がある。``Problems that the invention attempts to solve'' However, neither of the former methods is effective in reducing the labor required for reinforcing steel work, especially for arranging large-diameter reinforcing bars. There are problems such as decreased work efficiency and increased costs. In addition, the latter method has the disadvantage that once the reinforcing bars are temporarily held and tied, they cannot be removed and become consumable items.
「問題点を解決するための手段」、「作用」
本案は叙上の事情に鑑みなされたもので、その
要旨とするところは、所定位置に仮受けする横筋
受具をば、縦筋を中にして横筋上に組み付くサド
ル部中央に所定長の支柱を一体的に立設し、当該
支柱上端には堰壁部と縦筋に向つて下降傾斜する
床部とを有する受座を設け、一方、該支柱中途に
は縦筋拘持用回動アームの基部を落下阻止係止手
段を施こして枢止し、さらに当該回動アームの回
動軌跡上に侵入、退避して回動を阻止、許容する
ロツク手段を付設してなるものとして、太径の鉄
筋を縦筋に結束するまえに、横筋を一時あずける
(配筋位置と同じ)ため金具を縦筋及び既に取付
けた横筋に取付けておくことによつて、鉄筋の結
束作業の労力の低減と作業能率の向上を図ること
によつて、従来の作業方法に対してコストダウン
を図つた点にある。``Means for solving problems'' and ``effects'' This proposal was made in view of the circumstances described above, and its gist is that it is necessary to install a horizontal reinforcement support temporarily in a predetermined position, and a vertical reinforcement in the center. A post of a predetermined length is integrally erected at the center of the saddle part to be assembled on the horizontal reinforcement, and a catch having a weir wall part and a floor part that slopes downward toward the vertical reinforcement is provided at the upper end of the support, On the other hand, the base of the rotary arm for vertical reinforcement restraint is pivotally fixed in the middle of the column by means of fall prevention locking means, and furthermore, the rotary arm is rotated by entering and retreating from the rotation locus of the rotary arm. It is equipped with a locking means to block and allow, and before tying large diameter reinforcing bars to the vertical bars, attach metal fittings to the vertical bars and the horizontal bars that have already been installed in order to temporarily leave the horizontal bars (same as the reinforcement position). By doing so, it is possible to reduce the labor involved in tying reinforcing bars and improve work efficiency, thereby reducing costs compared to conventional work methods.
「実施例」
以下、これを実施例図に基いて詳細に説明す
る。"Example" Hereinafter, this will be described in detail based on example diagrams.
第1図a,b,c,dは本案の一実施例になる
受具の使用組み付き態様に於ける側面図、一構成
部材の詳示図、正面端図、a図中A−A矢視図
で、図中1,2は立上り部の縦筋、既に所定位置
に結束された横筋で、3は当該横筋2を基準にし
て所定間隔上方に位置して配筋されねばならない
横筋である。 Figures 1 a, b, c, and d are a side view of a receiver according to an embodiment of the present invention in a state of use and assembly, a detailed view of one component, a front end view, and a view taken along arrow A-A in figure a. In the figure, numerals 1 and 2 are vertical reinforcements at the rising portion and horizontal reinforcements that have already been tied at a predetermined position, and numeral 3 is a horizontal reinforcement that must be placed above the horizontal reinforcement 2 at a predetermined distance.
本案品は当該横筋3を所定位置に仮受けするも
ので、縦筋1を中にして横筋2上に組み付くサド
ル部4中央には所定長(上、下横筋間隔分)の支
柱5を一体的に立設し、当該支柱5上端には堰壁
部6と縦筋1に向つて下降傾斜する床部7とを有
する受座8を設ける。 This product temporarily supports the horizontal reinforcement 3 in a predetermined position, and a post 5 of a predetermined length (the distance between the upper and lower horizontal reinforcements) is integrated in the center of the saddle part 4 that is assembled on the horizontal reinforcement 2 with the vertical reinforcement 1 inside. A receiving seat 8 having a weir wall portion 6 and a floor portion 7 that slopes downward toward the longitudinal strip 1 is provided at the upper end of the pillar 5.
該サドル部4の背側は縦筋1が存在して干渉す
るので当然切り欠くが、前側も結束線の結び目が
存在することがあり、その干渉を避けるべく図示
の如く切り欠き9を設けて出来るだけサドル部4
の横筋2に対する密着を図るを良しをする。 The longitudinal stripes 1 exist on the back side of the saddle part 4 and interfere with each other, so a notch is naturally made, but there may also be a knot for the binding wire on the front side, so in order to avoid such interference, a notch 9 is provided as shown in the figure. Saddle part 4 as much as possible
Make sure that it adheres closely to the horizontal stripes 2.
又、該受座8の床部7はa図に示される如く横
筋3を余裕をもつて受け入れる寸法に設計され、
又、堰壁部6は外側に傾斜してガイド能を付与す
るを良しとする。 In addition, the floor portion 7 of the catch seat 8 is designed to have dimensions that can accommodate the horizontal reinforcement 3 with plenty of room, as shown in Figure a.
Further, it is preferable that the weir wall portion 6 be inclined outward to provide guiding ability.
支柱5中途には縦筋1拘持用回動アーム10の
基部が落下阻止係止手段、つまり図示例ではスト
ツパー11を施こして枢止されている。 The base of a rotary arm 10 for holding the vertical reinforcement 1 is pivotally fixed in the middle of the column 5 by means of fall prevention locking means, that is, a stopper 11 in the illustrated example.
しかして、横筋2上にサドル部4を股がせ、回
動アーム10を回動させて縦筋1を拘持させると
上端に受座8を有する支柱5は一応固定されるこ
ととなる。 Thus, when the saddle portion 4 is placed over the horizontal reinforcement 2 and the rotating arm 10 is rotated to hold the vertical reinforcement 1, the column 5 having the seat 8 at the upper end is temporarily fixed.
しかし、ロツクされて安定しているのではない
ので、当該回動アーム10を縦筋1拘持姿勢に固
定するロツク機構、つまりアーム回動軌跡上に侵
入、退避して回動を阻止、許容するロツク手段を
施こす。 However, since it is not locked and stable, the locking mechanism that fixes the rotating arm 10 in the longitudinal bar 1 restraining posture, that is, the locking mechanism that enters and retreats from the arm rotation trajectory, prevents or allows rotation. Apply a locking means to
図示例にあつては支柱5と床部7とに溶接のブ
ラケツト12にロツクピン13を揺動可に枢止
し、侵入で縦筋1拘持姿勢の回動アーム10の基
端に作用して逆動を阻止するとしている。 In the illustrated example, a lock pin 13 is swingably pivoted to a bracket 12 welded to the support column 5 and the floor 7, and acts on the base end of the rotating arm 10 in the posture of holding the longitudinal strip 1 by entering. It is said to prevent backlash.
以上の如く、本案品は既に配筋結束された縦筋
1、横筋2を支えにして後行の横筋3を仮受けす
る。 As described above, the present product temporarily supports the following horizontal reinforcement 3 by supporting the longitudinal reinforcement 1 and the horizontal reinforcement 2, which have already been reinforced and tied together.
そして、部材は鋼材等堅牢な材質で製造するこ
とにより長尺鉄筋でも少ない数で受け止めること
が出来る(例えば12mもので、2〜3点で良い)。 By manufacturing the members from a strong material such as steel, even long reinforcing bars can be supported with a small number (for example, 2 to 3 points are sufficient for a 12 m bar).
本案品はロツクを解除し、回動アーム10によ
る縦筋1の拘持を解くと全体が横筋2を中心とし
て手前に回転させて倒すことが出来るので、横筋
3の結束後、簡単に取りはずしが出来る。 With this product, when the lock is released and the vertical strip 1 is released from the rotation arm 10, the entire product can be rotated forward around the horizontal strip 2 and brought down, so it can be easily removed after binding the horizontal strip 3. I can do it.
この際、床部7が縦筋1側に向つて下降傾斜し
ているので、結束された横筋3が回転に支障を与
えることはない。 At this time, since the floor portion 7 is inclined downward toward the vertical reinforcement 1 side, the bound horizontal reinforcement 3 does not interfere with the rotation.
しかして、本案によるならば、所定位置に配筋
しようとする横筋の仮受けが単なる持ち込み載置
のみでなし得る。 Therefore, according to the present invention, the horizontal reinforcement to be arranged at a predetermined position can be temporarily supported by simply bringing it in and placing it there.
「考案の効果」
本案は叙上の如き構成、作用によつて、以下列
記の通りの諸効果を奏する。``Effects of the invention'' Due to the structure and operation described above, this invention produces the various effects listed below.
(1) 大型建築工事の鉄筋組立て工事における太径
の横筋の結束作業の労力を大幅に軽減すること
ができる。(1) It is possible to significantly reduce the labor involved in tying large-diameter horizontal bars during reinforcing bar assembly work for large-scale construction projects.
(2) 取付けが極めて短時間にできる。(2) Installation can be done in an extremely short time.
(3) 取付け金具の構造がシンプルで製作コストも
安く、量産可能である。(3) The structure of the mounting bracket is simple, the manufacturing cost is low, and mass production is possible.
(4) 組立用仮設鉄骨やブラケツト工事がなくな
り、従来の方法に比べて大幅な鉄筋工事のコス
トダウンが可能である。(4) There is no need for temporary steel frames or bracket work for assembly, making it possible to significantly reduce the cost of reinforcing steel work compared to conventional methods.
図は本案の一実施態様を示し、第1図a,b,
c,dは本案受具の使用ロツク態様に於ける側面
図、ロツクピンの設計詳示図、a図に於ける正面
端図、a図中A−A矢視図である。
符号の説明、1……縦筋、2……横筋、3…横
筋、4……サドル部、5……支柱、6……堰壁
部、7……床部、8……受座、9……切り欠き、
10……回動アーム、11……ストツパー、12
……ブラケツト、13……ロツクピン。
The figure shows one embodiment of the present invention, and FIGS. 1a, b,
Figures c and d are a side view of the receiver according to the present invention in a locked mode of use, a detailed design diagram of the lock pin, a front end view of figure a, and a view taken along the line A--A in figure a. Explanation of symbols, 1... Vertical strip, 2... Horizontal strip, 3... Horizontal strip, 4... Saddle part, 5... Support column, 6... Weir wall part, 7... Floor part, 8... Seat, 9 ...notch,
10... Rotating arm, 11... Stopper, 12
...Bracket, 13...Lock pin.
Claims (1)
に所定長の支柱を一体的に立設し、当該支柱上端
には堰壁部と縦筋に向つて下降傾斜する床部とを
有する受座を設け、一方、該支柱中途には縦筋拘
持用回動アームの基部を落下阻止係止手段を施こ
して枢止し、さらに当該回動アームの回動軌跡上
に侵入、退避して回動を阻止、許容するロツク手
段を付設してなることを特徴とする太径鉄筋受金
具。 A support of a predetermined length is integrally erected at the center of the saddle part that is assembled on the horizontal reinforcement with the vertical reinforcement inside, and the upper end of the support has a weir wall part and a floor part that slopes downward toward the vertical reinforcement. On the other hand, in the middle of the column, the base of the rotary arm for longitudinal reinforcement restraint is pivotally fixed by means of fall prevention locking means, and furthermore, the base of the rotary arm for longitudinal reinforcement restraint is pivotally fixed, and furthermore, the base of the rotary arm for restraining the vertical reinforcement is pivotally fixed, and the base of the rotary arm for restraining the vertical reinforcement is pivotally fixed. A large diameter reinforcing bar holder, characterized in that it is equipped with a locking means for preventing or allowing rotation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984153239U JPH0348967Y2 (en) | 1984-10-11 | 1984-10-11 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984153239U JPH0348967Y2 (en) | 1984-10-11 | 1984-10-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6169320U JPS6169320U (en) | 1986-05-12 |
JPH0348967Y2 true JPH0348967Y2 (en) | 1991-10-18 |
Family
ID=30711273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1984153239U Expired JPH0348967Y2 (en) | 1984-10-11 | 1984-10-11 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0348967Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4615611B1 (en) * | 2009-12-08 | 2011-01-19 | 東急建設株式会社 | Shear reinforcement method and shear reinforcement support |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51131151A (en) * | 1975-05-10 | 1976-11-15 | Nobuo Suzuki | Slide door |
-
1984
- 1984-10-11 JP JP1984153239U patent/JPH0348967Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51131151A (en) * | 1975-05-10 | 1976-11-15 | Nobuo Suzuki | Slide door |
Also Published As
Publication number | Publication date |
---|---|
JPS6169320U (en) | 1986-05-12 |
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