JPH0337340Y2 - - Google Patents

Info

Publication number
JPH0337340Y2
JPH0337340Y2 JP12931984U JP12931984U JPH0337340Y2 JP H0337340 Y2 JPH0337340 Y2 JP H0337340Y2 JP 12931984 U JP12931984 U JP 12931984U JP 12931984 U JP12931984 U JP 12931984U JP H0337340 Y2 JPH0337340 Y2 JP H0337340Y2
Authority
JP
Japan
Prior art keywords
wall
reinforcement
ruler
horizontal rod
fixing
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
Application number
JP12931984U
Other languages
Japanese (ja)
Other versions
JPS6145542U (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 JP12931984U priority Critical patent/JPS6145542U/en
Publication of JPS6145542U publication Critical patent/JPS6145542U/en
Application granted granted Critical
Publication of JPH0337340Y2 publication Critical patent/JPH0337340Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はコンクリート壁打継部における縦筋の
固定具に係るものである。
[Detailed description of the invention] (Industrial field of application) The present invention relates to a fixture for fixing vertical bars in concrete wall joints.

(従来の技術) 従来コンクリート壁打継部上部の縦筋は碇着長
さ分だけ上方に延長しているが、通常、コンクリ
ートかぶり厚さを確保するための鉄筋の固定方法
については格別の配慮が払われていなかつた。
(Conventional technology) Conventionally, the vertical reinforcement at the top of the concrete wall joint extends upward by the length of the anchorage, but special consideration is usually given to the method of fixing the reinforcement to ensure the concrete cover thickness. was not paid.

(考案が解決しようとする問題点) このため、コンクリートかぶり厚の不足による
鉄筋の発銹、コンクリート被覆部の剥落が生起す
ることがあり、前記縦筋のかぶり厚さの精度向上
が要望されているのが実情である。
(Problem to be solved by the invention) For this reason, rusting of the reinforcing bars and peeling of the concrete covering may occur due to insufficient concrete cover thickness, and there is a need to improve the accuracy of the cover thickness of the vertical reinforcements. The reality is that there are.

(問題点を解決するための手段) 本考案はこのような問題点を解決するために提
案されたものであつて、外部型枠取付具に固着さ
れた水平桿に、左右一双の壁縦筋挟着用定規鉄筋
の係止用凹溝を有する壁縦筋固定部片を滑動自在
に装架してなることを特徴とする壁縦筋固定具に
係るものである。
(Means for Solving the Problems) The present invention was proposed to solve the above problems, and consists of a pair of vertical wall bars on the left and right sides of a horizontal rod fixed to an external formwork fixture. This invention relates to a wall longitudinal reinforcement fixing device characterized in that a wall longitudinal reinforcement fixing member having a recessed groove for locking a clamping ruler reinforcing bar is slidably mounted.

(作用) 本考案は前記したように構成されているので、
外部型枠に取付けられた外部型枠取付具に固着さ
れた水平桿に沿つて、壁縦筋固定部片を壁厚に対
応して所定位置まで滑動して、同部片に設けられ
た左右一双の係止凹溝に夫々定規鉄筋を挿入して
壁縦筋を挟着することによつて、同壁縦筋を正確
に所定位置に固定することができる。
(Function) Since the present invention is constructed as described above,
Along the horizontal rod fixed to the external formwork fixture attached to the external formwork, slide the wall vertical reinforcement fixing piece to a predetermined position corresponding to the wall thickness, and then By inserting ruler reinforcing bars into the pair of locking grooves and sandwiching the wall vertical reinforcements, the wall vertical reinforcements can be accurately fixed in a predetermined position.

従つて前記壁縦筋のコンクリートかぶり厚さの
精度が確保され、コンクリート打設時のかぶり厚
さの管理が不要となる。
Therefore, the accuracy of the concrete cover thickness of the wall vertical reinforcement is ensured, and there is no need to manage the cover thickness during concrete pouring.

また壁コンクリート打設後、前記定規鉄筋を取
外し、本考案の縦筋固定部とともに上階部の施工
に転用するものである。
Further, after the wall concrete is poured, the ruler reinforcing bars are removed and used together with the vertical reinforcement fixing part of the present invention for the construction of the upper floor.

(実施例) 以下本考案を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

1は門型の外部型枠取付具で、その一側片に締
付用螺桿2が螺装されている。
Reference numeral 1 denotes a gate-shaped external formwork fixture, on one side of which a screw rod 2 for tightening is screwed.

前記取付具1の頂部片には水平桿3の一端が溶
着され、前記取付具1の側方に片持状に突設され
た水平桿3に壁縦筋固定部片Aがカーソル式に滑
動自在に装架されている。
One end of a horizontal rod 3 is welded to the top piece of the fixture 1, and the wall vertical reinforcement fixing piece A slides in a cursor style on the horizontal rod 3 that projects in a cantilevered manner from the side of the fixture 1. It is mounted freely.

前記固定部片Aは水平桿3に可摺動的に嵌装さ
れ、且つ固定用螺桿4が螺装された筒状可動片5
上に、左右一双の係止凹溝6a,6aを有する垂
直片6を垂設して構成されている。なお図中7は
水平桿3の端部に設けられた前記固定部片Aの外
れ止め用ストツパである。
The fixed piece A is slidably fitted into the horizontal rod 3, and is a cylindrical movable piece 5 onto which the fixing screw rod 4 is screwed.
A vertical piece 6 having a pair of left and right locking grooves 6a, 6a is vertically disposed on the top. Note that 7 in the figure is a stopper provided at the end of the horizontal rod 3 to prevent the fixing piece A from coming off.

図示の実施例は前記したように構成されている
ので、水平桿3に沿つて前記固定片Aを正規のか
ぶり厚さtがとれる位置にまで滑動して、螺桿4
によつて当該位置に固定し、かくして水平桿3に
固定部片Aが所定位置に固定された複数の壁筋固
定具を外部型枠Pに沿つて複数配設し、各壁筋固
定具の取付具1を夫々外部型枠Pの上端部に係合
し、締付用螺桿2で緊締して固定し、壁縦筋Bを
挟んで相隣る各壁筋固定具の垂直片6における左
右一双の係止凹溝6a,6a間に亘つ定規鉄筋C
を落し込んで、同一双の定規鉄筋Cによつて前記
壁縦筋Bを挟着固定する。
Since the illustrated embodiment is constructed as described above, the fixing piece A is slid along the horizontal rod 3 to a position where the normal cover thickness t can be obtained, and the screw rod 4
A plurality of wall reinforcement fixing devices, each having a fixing piece A fixed at a predetermined position on the horizontal rod 3, are arranged along the external formwork P, and each wall reinforcement fixing device is The fixtures 1 are respectively engaged with the upper ends of the external formwork P, and tightened and fixed with the tightening screws 2. Ruler reinforcing bar C spanning between the pair of locking grooves 6a, 6a
, and clamp and fix the wall vertical reinforcement B with the same pair of ruler reinforcing bars C.

かくして壁縦筋Bを正規のかぶり厚さがとれる
位置に正確に固定したのち、外部型枠Pと内部型
枠Qとの間にコンクリートRを打設し、しかるの
ち定規鉄筋Cを取外し、壁筋固定具ととものに上
階に転用する。
After the wall vertical reinforcement B is accurately fixed at a position where the regular cover thickness can be obtained, concrete R is poured between the external formwork P and the internal formwork Q, and then the ruler reinforcement C is removed and the wall Converted to the upper floor with muscle fixing equipment.

(考案の効果) 本考案においては外部型枠に取付けられる外部
型枠取付具に固着された水平桿に沿つて、壁縦筋
固定部片を所定位置まで滑動して、同固定部片に
設けた左右一双の壁縦筋挟着用定規鉄筋係止用凹
溝に定規鉄筋を係合して壁縦筋を所定位置に正確
に固定して、正確なコンクリートのかぶり厚が得
られるようにしたので、構造が簡単でセツト、取
外しが容易で、壁縦筋のかぶり厚確保のための手
間が大幅に減少する。また前記壁縦筋固定部片は
水平桿に沿つて滑動自在に装架されているので、
壁厚が変っても対応でき、コンクリート打設時の
かぶり厚の管理を必要としない。
(Effect of the invention) In the present invention, the wall vertical reinforcement fixing piece is slid to a predetermined position along the horizontal rod fixed to the external formwork fixture that is attached to the external formwork, and the wall reinforcement fixing piece is attached to the fixing piece. By engaging the ruler reinforcing bars in the recessed grooves for locking the reinforcing bars, the wall longitudinal reinforcing bars are accurately fixed in the specified position, and an accurate concrete cover thickness can be obtained. The structure is simple and easy to set and remove, and the effort required to ensure the thickness of the wall longitudinal reinforcement is greatly reduced. In addition, since the wall vertical reinforcement fixing piece is slidably mounted along the horizontal rod,
It can handle changes in wall thickness and does not require management of cover thickness during concrete pouring.

また壁縦筋固定のための定規鉄筋の結束の必要
がなく、同定規鉄筋は本考案に係る固定具ととも
に転用が可能となる。
Furthermore, there is no need to bundle the ruler reinforcing bars for fixing the wall vertical reinforcements, and the ruler reinforcing bars can be used for other purposes together with the fixture according to the present invention.

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

第1図は本考案に係る壁縦筋固定具の一実施例
を示す正面図、第2図はその平面図、第3図及び
第4図は夫々本考案に係る壁鉄筋固定具の使用状
況を示す正面図並に平面図である。 A……壁縦筋固定部片、B……壁縦筋、C……定
規鉄筋、1……外部型枠取付具、3……水平桿、
6a……係止凹溝。
Fig. 1 is a front view showing one embodiment of the wall longitudinal bar fixing device according to the present invention, Fig. 2 is a plan view thereof, and Figs. 3 and 4 are usage situations of the wall reinforcing bar fixing device according to the present invention, respectively. It is a front view and a plan view showing the same. A...Wall vertical bar fixing piece, B...Wall vertical bar, C...Ruler reinforcing bar, 1...External formwork fixture, 3...Horizontal rod,
6a...Latching groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外部型枠取付具に固着された水平桿に、左右一
双の壁縦筋挟着用定規鉄筋の係止用凹溝を有する
壁縦筋固定部片を滑動自在に装架してなることを
特徴とする壁縦筋固定具。
A wall longitudinal reinforcement fixing piece having a groove for locking a ruler reinforcing bar for clamping a pair of left and right wall longitudinal reinforcements is slidably mounted on a horizontal rod fixed to an external formwork fixture. Fixtures for vertical wall reinforcement.
JP12931984U 1984-08-28 1984-08-28 Wall vertical reinforcement fixture Granted JPS6145542U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12931984U JPS6145542U (en) 1984-08-28 1984-08-28 Wall vertical reinforcement fixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12931984U JPS6145542U (en) 1984-08-28 1984-08-28 Wall vertical reinforcement fixture

Publications (2)

Publication Number Publication Date
JPS6145542U JPS6145542U (en) 1986-03-26
JPH0337340Y2 true JPH0337340Y2 (en) 1991-08-07

Family

ID=30687934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12931984U Granted JPS6145542U (en) 1984-08-28 1984-08-28 Wall vertical reinforcement fixture

Country Status (1)

Country Link
JP (1) JPS6145542U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011196153A (en) * 2010-03-23 2011-10-06 Toa Harbor Works Co Ltd Method of placing concrete and spacer for placing concrete
JP2015121029A (en) * 2013-12-23 2015-07-02 倉橋建設株式会社 Form for reinforced-concrete structure, and construction method for reinforced-concrete structure

Also Published As

Publication number Publication date
JPS6145542U (en) 1986-03-26

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