JPH0925636A - Reinforcement suspension frame - Google Patents

Reinforcement suspension frame

Info

Publication number
JPH0925636A
JPH0925636A JP19570895A JP19570895A JPH0925636A JP H0925636 A JPH0925636 A JP H0925636A JP 19570895 A JP19570895 A JP 19570895A JP 19570895 A JP19570895 A JP 19570895A JP H0925636 A JPH0925636 A JP H0925636A
Authority
JP
Japan
Prior art keywords
clamp
nut
stud
reinforcing bar
nuts
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.)
Pending
Application number
JP19570895A
Other languages
Japanese (ja)
Inventor
Yoshitaka Yokouchi
良隆 横内
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.)
YOKOUCHI KOGYO KK
Original Assignee
YOKOUCHI KOGYO KK
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 YOKOUCHI KOGYO KK filed Critical YOKOUCHI KOGYO KK
Priority to JP19570895A priority Critical patent/JPH0925636A/en
Publication of JPH0925636A publication Critical patent/JPH0925636A/en
Pending legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To omit operation, in which a concrete placing surface is smoothed, while enabling reutilization by screwing a clamp to the upper end of a rod- shaped continuous thread stud through a cylindrical nut, installing a frame body at the other end through a nut and suspending a reinforcement from an upper section. SOLUTION: A clamp 3 is mounted on the upper end of a continuous thread stud 1, in which a thread is formed to the whole long-sized iron bar, through a cylindrical nut 2. Nuts 4a, b are screwed into another end. The clamp 3 is fixed onto a scaffolding pipe, and the stud 1 is hung down from the pipe. The nut 46 is removed, the front end of the continuous thread stud 1 is inserted into a hole formed to a frame body 6, and the nut 4b is screwed again and the height of the main body 6 is adjusted by both nuts 4a, 4b. A reinforcement is placed on the main body 6 and assembled. The main body 6 is extracted after completion, and the stud 1 and the clamp 3 are removed. Accordingly, assembly and disassembly are facilitated, reutilization is enabled, and this frame can be largely useful for reducing construction cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄筋コンクリート建築
において基礎部分の鉄筋を組み立てる際に使用する架台
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pedestal used for assembling a reinforcing bar of a foundation in a reinforced concrete building.

【0002】[0002]

【従来の技術】鉄筋コンクリート建築における基礎部分
の鉄筋は、通常次の工程により組み立てられる。土台部
分を所望の深さに掘り下げ、土砂を取り除いた後、その
底部分を固めるために約5センチメートルの厚みでコン
クリートを打設する。この打設したコンクリートが乾燥
した後、鉄筋を組み立てる際のガイドラインとなる線を
引き(墨出し)、仮設足場を組み立てた後、鉄筋を組み
立てる。 組み立てられた鉄筋の周りを型枠で囲み、こ
れにコンクリートを打設し、これが乾燥した後、型枠を
外す。
2. Description of the Related Art Reinforcing bars of a foundation in a reinforced concrete building are usually assembled by the following steps. The base part is dug down to a desired depth to remove the earth and sand, and then concrete is poured with a thickness of about 5 cm to solidify the bottom part. After the placed concrete has dried, draw a line (mark out) that will serve as a guideline for assembling the reinforcing bar, assemble the temporary scaffold, and then assemble the reinforcing bar. Surround the assembled rebar with a formwork, pour concrete into it and remove the formwork after it has dried.

【0003】以上の工程よりなる基礎工事において、従
来より鉄筋の組み立ては架台又は鉄筋足場を用いて行わ
れていた。従来の鉄筋組み立て架台の一例として、打設
されたコンクリート面上にボルト等により固定される鉄
製のベースプレートにT型もしくはY型の鉄筋受け部を
上端に設けた細長い支柱を溶接したものをあげることが
できる。この架台を打設されたコンクリート面上に所望
数配置し、ボルト等で固定した後、上筋となる鉄筋を鉄
筋受け部に配し順次組み立て、それが完了した後、鉄筋
全体を型枠で建て込み、コンクリートを打設する。
In the foundation work consisting of the above steps, the rebar has been conventionally assembled by using a gantry or a rebar scaffold. As an example of a conventional reinforcing bar assembly stand, there is an iron base plate fixed to a cast concrete surface by bolts or the like and a long and narrow column having a T-shaped or Y-shaped reinforcing bar receiving portion provided at the upper end is welded. You can Arrange the desired number of this pedestal on the cast concrete surface, fix it with bolts, etc., arrange the upper reinforcing bars in the reinforcing bar receiving part and assemble them in sequence, and after that, complete the entire reinforcing bar with the formwork Build and pour concrete.

【0004】[0004]

【発明が解決しようとする課題】上記のように用いられ
る従来の架台は鉄筋を下から支えるものであることか
ら、コンクリート内に埋め込まれることになる。したが
って、型枠内にコンクリートを打設した後に、これを取
り出して再利用することができない。さらに、事前に必
要な数をコンクリート釘もしくはアンカーボルト等によ
り固定しておかなければならないことから、鉄筋の組み
立て、特に下側の鉄筋の組み立てが完了した後にこれを
追加することは困難である。さらに、捨てコンクリート
面は平坦でなければ、この架台を安定して置くことがで
きない等多くの制約が伴う。各鉄筋工事毎に埋め込ま
れ、使い捨てとされる架台の量は相当なものとなり、特
に建てられる建物の規模が大きくなればなる程、その量
は膨大となり、可及的に建設費の高騰につながることと
なる。本発明は、従来の架台が有するこれらの問題点を
除去し、再利用が可能で、鉄筋の組み立てが完了した後
であっても容易に追加することができ、しかも捨てコン
クリート面が平坦であるか否かに左右されない鉄筋吊り
架台を提供することを目的とする。
Since the conventional frame used as described above supports the reinforcing bar from below, it is embedded in the concrete. Therefore, it is impossible to take out concrete for reuse after placing concrete in the formwork. Furthermore, since it is necessary to fix the required number in advance with concrete nails or anchor bolts, it is difficult to add the reinforcing bars after the assembling of the reinforcing bars, especially the lower reinforcing bars is completed. In addition, there are many restrictions such as being unable to place this cradle in a stable manner unless the discarded concrete surface is flat. The amount of the pedestal that is embedded in each rebar construction and is made disposable becomes considerable, and the amount becomes huge especially as the scale of the building to be built becomes enormous, leading to the skyrocketing construction cost as much as possible. It will be. INDUSTRIAL APPLICABILITY The present invention eliminates these problems of the conventional pedestal, can be reused, can be easily added even after the assembly of the reinforcing bar is completed, and has a flat concrete surface for disposal. It is an object of the present invention to provide a reinforcing bar suspension stand that is not affected by whether or not it is.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明は棒状の全ネジボルトとクランプ及び架台本
体とからなり、全ネジボルトはその上端において筒状ナ
ットを介してクランプを螺着し、他端には架台本体を上
下のナットを介して昇降自在に取り付けたことを特徴と
する。
In order to achieve the above object, the present invention comprises a rod-shaped full screw bolt, a clamp, and a gantry body, and the full screw bolt is screwed with a clamp at its upper end through a tubular nut. , The other end is attached to the gantry body via the upper and lower nuts so as to be able to move up and down.

【0006】[0006]

【作用】作業用に縦横に張りめぐらした足場パイプの水
平位置にあるパイプに、全ねじボルトの下側のナット間
に架台本体を固定した鉄筋吊り架台のクランプをねじ止
めし、吊り下げた後、該架台本体上に鉄筋を配し、鉄筋
を組み立てる。 この組み立てが完了したら、架台本体
を下側のナットをゆるめて取り外した後、クランプを足
場パイプから外す。 鉄筋吊り架台を足場パイプから取
り外した後、組み立てられた鉄筋の周りを型枠により建
て込みコンクリートを流し込む。
[Operation] After the scaffolding pipe stretched vertically and horizontally for work, the pipe at the horizontal position is screwed with the clamp of the rebar suspension frame fixing the frame body between the nuts below the full screw bolts, and after hanging Reinforcing bars are arranged on the gantry body, and the reinforcing bars are assembled. After this assembly is completed, loosen the lower nut of the gantry body and remove it, and then remove the clamp from the scaffolding pipe. After removing the reinforcing bar suspension from the scaffolding pipe, the surroundings of the assembled reinforcing bars are built with a formwork and concrete is poured.

【0007】[0007]

【実施例】以下に本発明に係る鉄筋吊り架台の実施例に
ついて説明する。図1はその斜視図であり、図2はその
鉄筋組み立ての際の使用の実際を示す斜視図及び図3は
一部の断面図である。
EXAMPLES Examples of the reinforcing bar suspension base according to the present invention will be described below. FIG. 1 is a perspective view thereof, FIG. 2 is a perspective view showing the actual use in assembling the reinforcing bar, and FIG. 3 is a partial sectional view.

【0008】1は長尺状の鉄棒の全体にねじ山を形成し
た全ねじボルトで、その上端に筒状ナット2を介してク
ランプ3を取り付け、他端にはナット4a、4bを螺入
する。クランプ3としては、一側において開閉可能で、
開閉側にはボルト孔を設けボルト5aとナット5bによ
り固定できるものを用いる。なお、クランプ3と全ねじ
ボルト1との結合に用いられる筒状ナット2は、図3に
示すような筒状体内に螺子山を貫通して形成したもの
で、上側にクランプ3を貫通するボルトが螺入され、下
側には全ねじボルト1の上端が螺入される。ナット4
a、4b間には架台本体6を取り付ける。 架台本体6
としては、後述する鉄筋を複数本載置するに十分な剛性
を有する断面L字状の鉄製のものを用い、両端に載置し
た鉄筋の脱落防止のための突起7a、7bを熔着する。
なお、架台本体6上の穴8a、8bは全ねじボルト1及
びクランプ3等からなる吊り部を複数本使用する場合の
ものである。
Reference numeral 1 designates a full-threaded bolt having a thread formed on the whole of an elongated iron bar. A clamp 3 is attached to the upper end of the elongated iron bar via a tubular nut 2, and nuts 4a and 4b are screwed into the other end. . The clamp 3 can be opened and closed on one side,
On the opening and closing side, a bolt hole is used which can be fixed by a bolt 5a and a nut 5b. The cylindrical nut 2 used for connecting the clamp 3 and the full-screw bolt 1 is formed by penetrating a screw thread in a cylindrical body as shown in FIG. 3, and a bolt penetrating the clamp 3 on the upper side. Is screwed in, and the upper end of the full screw bolt 1 is screwed in on the lower side. Nut 4
The gantry body 6 is attached between a and 4b. Frame body 6
For this, an iron-made member having an L-shaped cross section having a rigidity sufficient for mounting a plurality of reinforcing bars to be described later is used, and projections 7a, 7b for preventing falling of the reinforcing bars mounted on both ends are welded.
It should be noted that the holes 8a and 8b on the gantry body 6 are used when a plurality of hanging portions including the full-screw bolt 1 and the clamp 3 are used.

【0009】次に以上の構成よりなる本発明に係る鉄筋
吊り架台の使用の実際について説明する。水平方向に配
された足場パイプ9に全ねじボルト1が取り付けられて
いるクランプ3をかませた後、ボルト5aとナット5b
により、該クランプ3を足場パイプ9に確実に固定し、
足場パイプ9から吊り下げる。次に、全ねじボルト1に
螺入されている下側のナット4bを外し、全ねじボルト
1の先端を架台本体6に設けた穴に入れた後、下側ナッ
ト4bを再び螺入し、ナット4a、4bをスパナ、レン
チ等の適宜工具により締め付けることにより架台本体6
を固定する。その際、架台本体6が固定される高さは、
上下のナット4a、4bにより任意に調節することがで
きる。全ねじボルト1にナット4a、4bにより固定さ
れ、足場パイプ9より吊り下げられた架台本体6上に鉄
筋10・・・を載せ、この鉄筋を基準に順次鉄筋を組み
立てていく。なお、11は上下主筋である鉄筋10・・
・を囲んで巻いたあばら金(スタラップ)である。
Next, the actual use of the reinforcing bar suspension according to the present invention having the above construction will be described. After biting the clamp 3 to which the full screw bolt 1 is attached to the scaffolding pipe 9 arranged in the horizontal direction, the bolt 5a and the nut 5b
Ensures that the clamp 3 is fixed to the scaffolding pipe 9,
Suspend from the scaffolding pipe 9. Next, the lower nut 4b screwed into the full-screw bolt 1 is removed, the tip of the full-screw bolt 1 is inserted into the hole provided in the gantry body 6, and then the lower nut 4b is screwed in again. By tightening the nuts 4a and 4b with an appropriate tool such as a wrench or a wrench, the gantry body 6
Is fixed. At that time, the height at which the gantry body 6 is fixed is
It can be arbitrarily adjusted by the upper and lower nuts 4a and 4b. Reinforcing bars 10 are mounted on the gantry body 6 suspended from the scaffolding pipe 9 by being fixed to the all-screw bolts 1 by nuts 4a and 4b, and the reinforcing bars are sequentially assembled on the basis of the reinforcing bars. In addition, 11 is a reinforcing bar 10 ...
・ It is a stirrup wrapped around.

【0010】以上により鉄筋の組み立てが完了したら、
下側ナット4bを外し、架台本体6を全ねじボルト1よ
り抜き取り、さらにナット5bを外しクランプ3及び全
ねじボルト1を足場パイプ9から取り外した後、型枠を
組み立てコンクリートを打設する。足場パイプ9から取
り外されたクランプ3及び全ねじボルト1は、筒状ナッ
ト2から分離することができ、さらに、クランプ3と筒
状ナット2も分解することができる。
When the assembly of the reinforcing bar is completed by the above,
The lower nut 4b is removed, the gantry body 6 is pulled out from the full-screw bolt 1, the nut 5b is removed, the clamp 3 and the full-screw bolt 1 are removed from the scaffold pipe 9, and then the formwork is assembled and concrete is poured. The clamp 3 and the full threaded bolt 1 removed from the scaffolding pipe 9 can be separated from the tubular nut 2, and the clamp 3 and the tubular nut 2 can also be disassembled.

【0011】なお、本実施例において、架台本体6に取
り付けられる全ねじボルト1及びクランプ3として1本
のものを示したが、土台の規模に応じて複数本のものを
使用することができる。
In the present embodiment, the single screw bolt 1 and the clamp 3 attached to the gantry body 6 are shown as one, but a plurality of bolts can be used depending on the scale of the base.

【0012】[0012]

【発明の効果】以上の構成よりなる本発明に係る鉄筋吊
り架台は、鉄筋を組み立てた後に取り外すものであるこ
とから、再利用が可能であるので、多量に使用しなけれ
ばならない建物の場合には建築費の低減に大きく役立
つ。架台本体の高さは、ナットを緩めて調節することが
でき、しかもその架台本体上に鉄筋が載置されている状
態でもナットを回転させればよいことから、微妙な調整
も可能である。また、本発明の鉄筋吊り架台は、従来の
ものと異なり上方の足場から吊り下げるものであること
から、床面の凹凸には影響されないので、捨てコンクリ
ート面を平滑にする作業が必要ない。さらに、その構成
が単純であり、しかも組み立てがねじを用いていること
から、組み立て、解体が容易であり、しかも各構成部品
間に互換性があるので、運搬、部品の供給が容易であ
る。しかも、その構成部品は、いずれも既成のものが大
量に販売されていることから、安価に入手することが可
能である。以上のように、本発明に係る鉄筋吊り架台
は、鉄筋コンクリート建築において使用される架台とし
て多くの優れた効果を有する。
The reinforcing bar suspension according to the present invention having the above-mentioned structure is reusable because it is removed after the reinforcing bars are assembled, so that it can be used in a large amount in the case of a building. Contributes greatly to reducing construction costs. The height of the gantry body can be adjusted by loosening the nut, and since the nut can be rotated even when the reinforcing bar is placed on the gantry body, delicate adjustment is possible. Further, since the reinforcing bar suspension of the present invention is suspended from the upper scaffold unlike the conventional one, it is not affected by the unevenness of the floor surface, and therefore it is not necessary to smooth the discarded concrete surface. Further, since the structure is simple and the screws are used for assembling, the assembling and disassembling are easy, and since the respective constituent parts are compatible with each other, the transportation and the supplying of the parts are easy. Moreover, since all of the constituent parts are ready-made, they can be obtained at low cost. As described above, the reinforced suspension frame according to the present invention has many excellent effects as a frame used in reinforced concrete construction.

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

【図1】本発明に係る鉄筋吊り架台の全体を示す斜視図
である。
FIG. 1 is a perspective view showing an entire reinforcing bar suspension base according to the present invention.

【図2】本発明に係る鉄筋吊り架台を使用した鉄筋組み
立ての実際を示す斜視図である。
FIG. 2 is a perspective view showing an actual rebar assembly using the rebar suspension frame according to the present invention.

【図3】本発明に係る鉄筋吊り架台を使用した鉄筋組み
立ての実際を示す一部の断面図である。
FIG. 3 is a partial cross-sectional view showing the actual assembly of a reinforcing bar using the reinforcing bar suspension according to the present invention.

【符号の説明】[Explanation of symbols]

1 全ねじボルト 2 筒状ナット 3 クランプ 4a ナット 4b ナット 6 架台本体 9 足場パイオプ 10 鉄筋 1 All screw bolts 2 Cylindrical nuts 3 Clamps 4a Nuts 4b Nuts 6 Stand body 9 Scaffold pyop 10 Rebar

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 棒状の全ネジボルトとクランプ及び架台
本体とからなり、該全ネジボルトはその上端において筒
状ナットを介してクランプを螺着し、他端には架台本体
を上下のナットを介して昇降自在に取り付けたことを特
徴とする鉄筋吊り架台。
1. A rod-shaped all-screw bolt, a clamp, and a gantry body. The all-screw bolt has a cylindrical nut attached at its upper end through a tubular nut, and the gantry body at the other end through upper and lower nuts. Reinforcing bar suspension stand that is mounted so that it can be raised and lowered freely.
JP19570895A 1995-07-10 1995-07-10 Reinforcement suspension frame Pending JPH0925636A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19570895A JPH0925636A (en) 1995-07-10 1995-07-10 Reinforcement suspension frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19570895A JPH0925636A (en) 1995-07-10 1995-07-10 Reinforcement suspension frame

Publications (1)

Publication Number Publication Date
JPH0925636A true JPH0925636A (en) 1997-01-28

Family

ID=16345661

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19570895A Pending JPH0925636A (en) 1995-07-10 1995-07-10 Reinforcement suspension frame

Country Status (1)

Country Link
JP (1) JPH0925636A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101143375B1 (en) * 2009-09-21 2012-05-18 로크산업 주식회사 Tunnel construction lock bolt unit having insertion depth control function
KR101249408B1 (en) * 2011-09-01 2013-04-09 류승일 Bar Support for Mass Reinforced Concrete Member and Method of Upper Bar Arrangement Using the Same
JP2015010451A (en) * 2013-07-02 2015-01-19 タキロンエンジニアリング株式会社 Fixing member for fixing ring-shaped support member of inner surface material, and inner layer structure of pipe using fixing member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101143375B1 (en) * 2009-09-21 2012-05-18 로크산업 주식회사 Tunnel construction lock bolt unit having insertion depth control function
KR101249408B1 (en) * 2011-09-01 2013-04-09 류승일 Bar Support for Mass Reinforced Concrete Member and Method of Upper Bar Arrangement Using the Same
JP2015010451A (en) * 2013-07-02 2015-01-19 タキロンエンジニアリング株式会社 Fixing member for fixing ring-shaped support member of inner surface material, and inner layer structure of pipe using fixing member

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