JPH056356Y2 - - Google Patents

Info

Publication number
JPH056356Y2
JPH056356Y2 JP1984003196U JP319684U JPH056356Y2 JP H056356 Y2 JPH056356 Y2 JP H056356Y2 JP 1984003196 U JP1984003196 U JP 1984003196U JP 319684 U JP319684 U JP 319684U JP H056356 Y2 JPH056356 Y2 JP H056356Y2
Authority
JP
Japan
Prior art keywords
fixing guide
column
mounting bracket
reinforcement
receiving member
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
Application number
JP1984003196U
Other languages
Japanese (ja)
Other versions
JPS60115337U (en
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 filed Critical
Priority to JP319684U priority Critical patent/JPS60115337U/en
Publication of JPS60115337U publication Critical patent/JPS60115337U/en
Application granted granted Critical
Publication of JPH056356Y2 publication Critical patent/JPH056356Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • 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 この考案は鉄筋コンクリート壁等構築用の横筋
の組立用受け具に関するものである。
[Detailed description of the invention] Industrial field of application This invention relates to a receiver for assembling horizontal bars for constructing reinforced concrete walls, etc.

従来技術 従来鉄筋コンクリート壁等を構築するに当つ
て、横筋の組立は人力によつて支えながら行うな
どの作業が採られていた。
Prior Art Conventionally, when constructing reinforced concrete walls, etc., the work of assembling horizontal reinforcements was carried out while supporting them manually.

しかし特殊な構造物、例えば原子力発電所等の
コンクリート壁に使用される鉄筋は径の極めて大
きなものが採用されるため、これを人力によつて
支えるのは極めて困難であり、危険性が高かつ
た。また鉄筋を一旦所定の位置に預ける方式の組
立用受け具も存在したが、下部の躯体内から建込
み、横筋組立て完了後にはそのまま埋殺しとする
のが一般的であり、コスト上問題があつた。
However, because the reinforcing bars used in concrete walls of special structures, such as nuclear power plants, have extremely large diameters, it is extremely difficult, highly dangerous, and difficult to support them manually. Ta. There was also an assembly receptacle in which the reinforcing bars were temporarily deposited in a predetermined position, but it was common to erect the reinforcing bars from within the lower part of the structure and bury them as is after completing the horizontal reinforcing bars, which caused problems in terms of cost. Ta.

考案の目的 この考案は以上のような欠点を改善するために
なされたもので、極めて容易に横筋の組立て作業
が可能で、また器具を転用することにより施工を
安価に行うことが可能な横筋組立用受け具を提供
することを目的とする。
Purpose of the invention This invention was made in order to improve the above-mentioned drawbacks, and it is possible to assemble the horizontal reinforcement very easily, and by reusing the equipment, the construction can be done at a low cost. The purpose is to provide a receptacle for

考案の構成 この考案にかかる横筋組立用受け具は、中心線
方向に螺孔が穿設され、螺孔に進退可能な調整ボ
ルトが螺合され、縦筋上部に前記筒状の固定用ガ
イドを挿嵌し、支柱取付用ブラケツトを介し固定
用ガイドの側方に固定された長尺の支柱の一側面
に、受け部材が、適宜間隔離して着脱自在に突設
してあることによつて上記の目的を達成するもの
である。
Structure of the invention The receiver for assembling the horizontal reinforcement according to the invention has a screw hole drilled in the direction of the center line, an adjustment bolt that can move forward and backward into the screw hole, and the cylindrical fixing guide is attached to the upper part of the vertical reinforcement. The above is achieved by having a receiving member removably protruding from one side of a long column that is inserted into the column and fixed to the side of the fixing guide via a column mounting bracket, separated by an appropriate distance. The goal is to achieve the following objectives.

実施例 以下、図に示す実施例に基づきこの考案を詳細
に説明する。
Embodiments Hereinafter, this invention will be explained in detail based on embodiments shown in the figures.

図において1は筒状の固定用ガイドであり、実
施例では円筒状で、その内径は縦筋の外径と略同
一に形成されている。固定用ガイド1の一端は閉
鎖されていて調整用ボルト2が中心線方向に進退
可能に螺合されている。すなわち固定用ガイド1
の一端を閉鎖する支柱取付用ブラケツト3には、
中心線方向に孔が穿設され、該孔の内周面に雌ね
じ4が螺設されている。該雌ねじ4にハンドル6
を有する調整用ボルト2が螺合されている。
In the figure, reference numeral 1 denotes a cylindrical fixing guide, which is cylindrical in the embodiment, and its inner diameter is formed to be approximately the same as the outer diameter of the vertical stripes. One end of the fixing guide 1 is closed, and an adjusting bolt 2 is screwed into the fixing guide 1 so that it can move forward and backward in the direction of the center line. In other words, the fixing guide 1
The post mounting bracket 3 that closes one end of the
A hole is bored in the direction of the center line, and a female screw 4 is screwed into the inner peripheral surface of the hole. A handle 6 is attached to the female thread 4.
An adjustment bolt 2 having a diameter is screwed thereto.

固定用ガイド1の側方には支柱7が固定されて
いる。支柱7は固定用ガイド1の側方に突設され
た支柱取付用ブラケツト3に固定されている。実
施例は支柱7としてH鋼を使用しているが、その
他角筒状のもの等、様々な形状のものが使用可能
である。支柱7は長尺であつて、ジヨイント板8
によつて複数のH鋼を連結してもよい。支柱7一
側面、実施例ではフランジ一表面には、受け部材
10取付用の係止孔9が長手方向に適宜間隔離し
て穿設されている。係止孔9は巾方向に各々二個
づつ穿設されている。
A support post 7 is fixed to the side of the fixing guide 1. The strut 7 is fixed to a strut mounting bracket 3 projecting from the side of the fixing guide 1. In the embodiment, H steel is used as the support column 7, but other shapes such as a rectangular tube shape can be used. The support column 7 is long and has a joint plate 8.
A plurality of H steels may be connected by. Locking holes 9 for attaching the receiving member 10 are bored in one side of the support column 7, in the embodiment, in one surface of the flange, at appropriate intervals in the longitudinal direction. Two locking holes 9 are formed in each width direction.

支柱1の一側面には長手方向に適宜間隔離して
受け部材10が突設されている。受け部材10は
先端に落下防止部12を有する受け板11と、該
受け板11の落下防止部12の反対側に突出する
二枚のブラケツト13,13より構成されてい
る。ブラケツト13,13の端部は鉤状に形成さ
れ、該ブラケツト13,13を係止して受け部材
10を支柱1側面に突設する。
A receiving member 10 is protruded from one side of the support column 1 at an appropriate distance in the longitudinal direction. The receiving member 10 is composed of a receiving plate 11 having a fall prevention part 12 at its tip, and two brackets 13, 13 protruding from the opposite side of the fall prevention part 12 of the receiving plate 11. The ends of the brackets 13, 13 are formed in a hook shape, and the brackets 13, 13 are engaged so that the receiving member 10 protrudes from the side surface of the support column 1.

支柱1の側方には振れ止め部材14が突設され
ている。振れ止め部材14は支柱1のウエブ側方
に突設された二枚のブラケツト15,15にピン
軸支された半筒状の受け部16より成る。振れ止
め部材14を突設するのは、支柱7に対して固定
用ガイド1側と同方向である。
A steady rest member 14 is provided protruding from the side of the column 1. The steady rest member 14 is comprised of a semi-cylindrical receiving portion 16 which is supported by a pin on two brackets 15, 15 projecting from the side of the web of the column 1. The steady rest member 14 is protruded in the same direction as the fixing guide 1 side with respect to the support column 7.

次に以上のように構成された横筋組立用受け具
を使用した横筋Aの配筋作業につき説明する。
Next, the reinforcement work for the transverse reinforcement A using the transverse reinforcement assembly receiver configured as above will be explained.

横筋組立用受け具は既設の縦筋Bに取付ける。
すなわち縦筋Bの頂部に固定用ガイド1を挿嵌
し、振れ止め部材14の受け部16を縦筋B側面
に当接する。次に調整用ボルト2を回転して、支
柱7の高さ調整を行う。
Attach the horizontal reinforcement assembly receiver to the existing vertical reinforcement B.
That is, the fixing guide 1 is inserted into the top of the vertical reinforcement B, and the receiving part 16 of the steady rest member 14 is brought into contact with the side surface of the vertical reinforcement B. Next, the height of the support column 7 is adjusted by rotating the adjustment bolt 2.

各受け部材10に横筋Aを載置して間隔保持、
及び支持を行いながら、所定の作業により縦筋B
との結束を行う。
Placing horizontal strips A on each receiving member 10 to maintain the spacing;
While supporting the vertical bar B, perform the prescribed work.
to unite with.

横筋Aの配筋、固定が完了した後調整用ボルト
2を回転して、支柱7を下げて、横筋Aの荷重を
逃し、すべての受け部材10を支柱7より取り外
した後支柱7を吊り上げることによつて撤去す
る。
After completing the reinforcement arrangement and fixing of the transverse reinforcement A, rotate the adjustment bolt 2 to lower the column 7 to release the load of the transverse reinforcement A, and after removing all the receiving members 10 from the column 7, lift the column 7. be removed by

考案の効果 この考案は以上のような構成を有するために、
縦筋の頂部に固定用ガイドを挿嵌し調整用ボルト
を回転して、支柱の高さ調整を行うことができ、
支柱に着脱自在とした受け部材に横筋を載置して
間隔保持、及び支持を行いながら、所定の作業に
より縦筋Bとの結束を行うことができる。さらに
横筋の配筋、固定が完了した後調整用ボルトを回
転して、支柱を下げて、横筋の荷重を逃し、すべ
ての受け部材を支柱より取り外した後支柱を吊り
上げることによつて撤去することができる。した
がつて、横筋の配筋を容易且つ安全に行うことが
でき、また再度使用が可能なため、安価に施工を
行うことが可能である。
Effects of the invention Since this invention has the above structure,
The height of the column can be adjusted by inserting a fixing guide into the top of the vertical reinforcement and rotating the adjustment bolt.
While the horizontal reinforcement is placed on a receiving member that can be attached to and detached from the support column to maintain the spacing and support, it can be tied to the vertical reinforcement B by a predetermined operation. Furthermore, after the horizontal reinforcement has been arranged and fixed, rotate the adjustment bolt to lower the column to release the load from the horizontal reinforcement, remove all receiving members from the column, and then lift the column and remove it. I can do it. Therefore, the horizontal reinforcement can be arranged easily and safely, and since it can be used again, construction can be carried out at low cost.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案にかかる横筋組立用受け具を
使用した配筋状態の斜視図、第2図は正面図、第
3図は−線断面図、第4図は受け具を上部よ
り視た平面図、第5図は部拡大縦断面図、第6
図は−線断面図である。 1……固定用ガイド、2……調整用ボルト、3
……支柱取付用ブラケツト、4……雌ねじ、7…
…支柱、9……係止孔、10……受け部材、11
……受け板、14……振れ止め部材。
Figure 1 is a perspective view of the bar arrangement using the transverse reinforcement assembly receiver according to this invention, Figure 2 is a front view, Figure 3 is a sectional view taken along the - line, and Figure 4 is a view of the receiver from above. Plan view, Figure 5 is an enlarged vertical sectional view, Figure 6
The figure is a sectional view taken along the - line. 1...Fixing guide, 2...Adjustment bolt, 3
...Pole mounting bracket, 4...Female thread, 7...
...Strut, 9...Latching hole, 10...Receiving member, 11
...Brace plate, 14... Steady rest member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 筒状の固定用ガイドの上端に支柱取付用ブラケ
ツトを設け、この支柱取付用ブラケツトには中心
線方向に螺孔が穿設され、螺孔に進退可能な調整
ボルトが螺合され、縦筋上部に前記筒状の固定用
ガイドを挿嵌し、支柱取付用ブラケツトを介し固
定用ガイドの側方に固定された長尺の支柱の一側
面に、受け部材が、適宜間隔離して着脱自在に突
設してあることを特徴とする横筋組立用受け具。
A post mounting bracket is provided at the upper end of the cylindrical fixing guide, a screw hole is bored in the center line direction of the post mounting bracket, and an adjustment bolt that can move forward and backward is screwed into the screw hole. The cylindrical fixing guide is inserted into the cylindrical fixing guide, and a receiving member is removably protruded at an appropriate distance from one side of the long column fixed to the side of the fixing guide via the column mounting bracket. A receiver for assembling a transverse reinforcement.
JP319684U 1984-01-13 1984-01-13 Receiver for horizontal reinforcement assembly Granted JPS60115337U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP319684U JPS60115337U (en) 1984-01-13 1984-01-13 Receiver for horizontal reinforcement assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP319684U JPS60115337U (en) 1984-01-13 1984-01-13 Receiver for horizontal reinforcement assembly

Publications (2)

Publication Number Publication Date
JPS60115337U JPS60115337U (en) 1985-08-05
JPH056356Y2 true JPH056356Y2 (en) 1993-02-18

Family

ID=30477595

Family Applications (1)

Application Number Title Priority Date Filing Date
JP319684U Granted JPS60115337U (en) 1984-01-13 1984-01-13 Receiver for horizontal reinforcement assembly

Country Status (1)

Country Link
JP (1) JPS60115337U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62197569A (en) * 1986-02-24 1987-09-01 清水建設株式会社 Arrangement of pillar main iron rod between beam main iron rods and guide gap for pillar main iron rod

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5271232U (en) * 1975-11-25 1977-05-27
JPS54121536U (en) * 1978-02-14 1979-08-25

Also Published As

Publication number Publication date
JPS60115337U (en) 1985-08-05

Similar Documents

Publication Publication Date Title
JPH056356Y2 (en)
KR100997106B1 (en) Jig System for A Bridge Pier
CN212201267U (en) Elevator shaft operating platform
JPH02243873A (en) Connecting device for supporting pillar and stay
JPH0536042Y2 (en)
US4166603A (en) Scaffold for poured concrete walls and forms
JPH0447300Y2 (en)
JPH0214644Y2 (en)
CN217579787U (en) Adjustable pedestal system and device are assembled to girder steel
JPH0727791Y2 (en) Trough mount
JPH0738555Y2 (en) Beam formwork support frame
CN217079763U (en) Steel construction rag bolt group wholly assembles construction system
CN218479563U (en) Building mounting tool for municipal garden
EP0593017B1 (en) Connection element
JPH0748872Y2 (en) H type adjustable building frame
JPH0736032Y2 (en) Fence clamp
JPH0211549Y2 (en)
JPS6210352Y2 (en)
JPH10220002A (en) Pipe support bracket metal for frame
JPS5834196Y2 (en) Sotoba standing
JPS595056Y2 (en) road protection fence
JP3769643B2 (en) Form structure of basic concrete and frame plate holder
JPH0649170Y2 (en) Strut connecting device
JPH0215105Y2 (en)
JPH0311303Y2 (en)