JP4681862B2 - Spacer installation method - Google Patents

Spacer installation method Download PDF

Info

Publication number
JP4681862B2
JP4681862B2 JP2004346326A JP2004346326A JP4681862B2 JP 4681862 B2 JP4681862 B2 JP 4681862B2 JP 2004346326 A JP2004346326 A JP 2004346326A JP 2004346326 A JP2004346326 A JP 2004346326A JP 4681862 B2 JP4681862 B2 JP 4681862B2
Authority
JP
Japan
Prior art keywords
slab
spacer
support shaft
placement portion
placement
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.)
Active
Application number
JP2004346326A
Other languages
Japanese (ja)
Other versions
JP2006152703A (en
Inventor
康弘 小田
彰 阪野
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP2004346326A priority Critical patent/JP4681862B2/en
Publication of JP2006152703A publication Critical patent/JP2006152703A/en
Application granted granted Critical
Publication of JP4681862B2 publication Critical patent/JP4681862B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

本発明はスペーサ設置方法に関するものである。 The present invention relates to method of installing spacers.

中空スラブの構築において軽量埋込材のコンクリート打設時の浮き上がりを防ぐために、特開2004−124653号公報のスラブスペーサが提案されている。これはスラブスペーサでスラブ上端筋を拘束して、軽量埋込材のコンクリート打設時の浮き上がりを防ぐものである。
特開2004−124653号公報
A slab spacer disclosed in Japanese Patent Application Laid-Open No. 2004-124653 has been proposed in order to prevent the lightweight embedding material from being lifted when the concrete is placed in the construction of the hollow slab. This restrains the upper slab of the slab with a slab spacer to prevent the lightweight embedding material from being lifted when the concrete is placed.
JP 2004-124653 A

しかし、上記のようなスラブスペーサは、鉄筋工のスラブ型枠への配筋前に軽量埋込材の設置者が設置しているため、二重手間となって効率的な作業ができないという問題があった。   However, the slab spacer as described above is installed by the installer of the lightweight embedding material before placing the rebar into the slab formwork of the rebar, so there is a problem that efficient work becomes impossible due to double labor was there.

本発明は上記のような問題に鑑みてなされたものであり、その目的は、鉄筋工のスラブ型枠への配筋後に軽量埋込材の設置者が設置できるスペーサおよびその設置方法を提供することである。   The present invention has been made in view of the above problems, and an object of the present invention is to provide a spacer that can be installed by a installer of a light-weight embedding material after placement of a reinforcing bar into a slab formwork, and an installation method thereof. That is.

スペーサの設置方法は、スラブ下端筋を載置する下端筋載置部の偏心位置に支持軸が設けられ、該支持軸の下側にスラブ型枠の差込孔に嵌入されるアンカーが取り付けられ、支持軸の上側には上端筋載置部が支柱部材で取り付けられたスペーサを形成した後、スラブ型枠にスラブ下端筋を配筋した後、該スラブ下端筋近傍の底板に差込孔を開口し、前記下端筋載置部におけるアンカーを前記差込孔に嵌入した後、前記アンカーを軸にして下端筋載置部を回転させて前記スラブ下端筋の下側に差し込むことである。 The spacer is installed in such a manner that a support shaft is provided at an eccentric position of the lower-end bar placement portion for mounting the lower-end bar of the slab, and an anchor that is inserted into the insertion hole of the slab mold is attached to the lower side of the support shaft. After forming the spacer with the upper-end bar mounting part attached to the upper side of the support shaft with the support member, after arranging the lower end of the slab in the slab formwork, insert the insertion hole in the bottom plate near the lower end of the slab After opening and fitting the anchor in the lower end muscle placing portion into the insertion hole, the lower end muscle placing portion is rotated around the anchor and inserted below the lower end muscle of the slab.

またスペーサの設置方法は、スラブ下端筋を載置する下端筋載置部の偏心位置に支持軸が設けられ、該支持軸の上側に上端筋載置部が支柱部材で取り付けられたスペーサを形成し、該スペーサの下端筋載置部を、スラブ型枠に配筋したスラブ下端筋の交差部における角部に設置し、前記スラブ下端筋の交差部を持ち上げて底板との間にあいた間隙部に前記下端筋載置部をその下端筋載置部の支持軸を中心にして回転させて差し込んで、前記下端筋載置部における載置片の上に載った前記スラブ下端筋の重量によって前記下端筋載置部を前記スラブ型枠に固定することである。
前記下端筋載置部は、支持軸から複数の方向へ延びた載置片に支持脚が設けられてなることであり、更に、下端筋載置部の支持軸には上面のみ開口した支柱部材の固定孔が設けられたことを含むものである。
In addition, the spacer is installed by forming a spacer in which a support shaft is provided at an eccentric position of the lower bar placing portion on which the slab lower bar is placed, and the upper bar placing portion is attached to the upper side of the support shaft by a support member. The lower end of the spacer is placed at the corner of the intersection of the lower slab of the slab arranged in the slab mold , and the gap formed between the bottom plate by lifting the intersection of the lower slab of the slab The lower end muscle placing portion is inserted by rotating around the support shaft of the lower end muscle placing portion, and the weight of the slab lower end muscle placed on the placing piece in the lower end muscle placing portion is It is fixing a lower end stripe mounting part to the slab formwork .
The lower end streak placement portion is formed by providing support legs on a placement piece extending in a plurality of directions from the support shaft, and further, a support member having an opening on the upper surface only on the support shaft of the lower end streak placement portion. This includes that the fixing hole is provided.

スラブ下端筋を載置する下端筋載置部の偏心位置に支持軸が設けられ、該支持軸の下側にはスラブ型枠に開口された差込孔に嵌入されるアンカーが取り付けられたことにより、該下端筋載置部がアンカーを軸にして回転できるので、スラブ下端筋を配筋した後でも差込孔をスラブ型枠の底板に開口することができる。またスラブ型枠にスラブ下端筋を配筋した後に、差込孔を開口し、この差込孔にアンカーを嵌入することにより、軽量埋込材の設置者がスペーサを設置することができる。またスラブ下端筋で下端筋載置部を固定するので、上端筋載置部の安定した設置ができる。   A support shaft is provided at an eccentric position of the lower end muscle placement portion for placing the slab lower end reinforcement, and an anchor fitted into an insertion hole opened in the slab mold is attached to the lower side of the support shaft. Thus, since the lower end bar placement portion can rotate around the anchor, the insertion hole can be opened in the bottom plate of the slab formwork even after the lower end bar of the slab is arranged. Further, after arranging the slab lower end bar in the slab formwork, the insertion hole is opened, and the anchor is inserted into the insertion hole, so that the installer of the lightweight embedding material can install the spacer. Moreover, since the lower end muscle placement portion is fixed by the slab lower end reinforcement, the upper end reinforcement placement portion can be stably installed.

以下、本願発明のスペーサおよびその設置方法の実施の形態を図面に基づいて説明する。はじめに、スペーサについて説明し、その後に、この設置方法について説明するが、各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a spacer and an installation method thereof according to the present invention will be described with reference to the drawings. First, the spacer will be described, and then this installation method will be described. In each embodiment, the same components are described with the same reference numerals, and only different components are described with different reference numerals.

図1は、第1の実施の形態のスペーサ1を示したものであり、このスペーサ1は下端筋載置部2と上端筋載置部3とから構成されている。   FIG. 1 shows a spacer 1 according to the first embodiment, and the spacer 1 is composed of a lower-end streak placing portion 2 and an upper-end streak placing portion 3.

この下端筋載置部2は支持軸5から直角の二方向へ延びた載置片6に支持脚7が設けられ、これらの支持脚7が湾曲状の連結片8で連結されて平面扇形に形成され、この扇の要、すなわち下端筋載置部2の偏心位置に支持軸5が位置している。この支持軸5は内側に雌ネジ部9が設けられた袋ナットであり、その下側にアンカー4が取り付けられ、その上側には上端筋載置部3が支柱部材15で取り付けられている。   The lower end streak placing portion 2 is provided with a supporting leg 7 on a placing piece 6 extending in two directions perpendicular to the support shaft 5, and these supporting legs 7 are connected by a curved connecting piece 8 to form a flat fan shape. The support shaft 5 is formed at the center of the fan, that is, at the eccentric position of the lower streak placing portion 2. The support shaft 5 is a cap nut having a female screw portion 9 provided on the inner side thereof. The anchor 4 is attached to the lower side of the support shaft 5, and the upper end muscle placement portion 3 is attached to the upper side of the support shaft 5 with a column member 15.

このアンカー4は円盤11上面の接続ボルト10と、円盤11下面の差込ピン12とからなり、この差込ピン12には下側から上側に向かって外側に開いた二つの掛止片13が設けられ、この掛止片13は内側に閉じることができるようになっている。   The anchor 4 is composed of a connection bolt 10 on the upper surface of the disk 11 and an insertion pin 12 on the lower surface of the disk 11. The insertion pin 12 has two latching pieces 13 opened outward from the lower side to the upper side. It is provided and this latching piece 13 can be closed inside.

一方、上端筋載置部3は、下側の雄ネジ部14で支持軸5にねじ込まれた支柱部材15と、この支柱部材15の上端部に設けた載置片16とから構成されている。したがって、上端筋載置部3は支持軸5から自由に取り外しできるようになっている。   On the other hand, the upper streak placing portion 3 includes a support member 15 screwed into the support shaft 5 by a lower male screw portion 14 and a placement piece 16 provided at the upper end portion of the support member 15. . Therefore, the upper end streak placing portion 3 can be freely detached from the support shaft 5.

なお、下端筋載置部2は、二つの支持脚7を直線状の連結片で接続して二等辺三角形状(図示せず)にすることもでき、この三角形の直角部に支持軸5が設けられる。   In addition, the lower end streak placing portion 2 can be formed into an isosceles triangle shape (not shown) by connecting two support legs 7 with a linear connecting piece, and a support shaft 5 is provided at a right angle portion of the triangle. Provided.

また図2は第2の実施の形態のスペーサ18を示したものである。このスペーサ18は第1の実施の形態のスペーサ1からアンカー4を取り除き、かつ下端筋載置部2の支持軸5に上面のみ開口した支柱部材の固定孔17を設けたものであり、これ以外は第1の実施の形態のスペーサ1と同じ構成である。   FIG. 2 shows the spacer 18 of the second embodiment. This spacer 18 is obtained by removing the anchor 4 from the spacer 1 of the first embodiment, and providing the support shaft 5 of the lower-end streak placing portion 2 with a support member fixing hole 17 opened only on the upper surface. Has the same configuration as the spacer 1 of the first embodiment.

また図3は第3の実施の形態のスペーサ19を示したものである。このスペーサ19は下端筋載置部2が支持軸5から複数の方向、例えば四方向へ延びた載置片6に支持脚7(支持脚7同士は連結片8で連結されていない)が設けられて構成されたものであり、これ以外は第2の実施の形態のスペーサ18と同じ構成である。   FIG. 3 shows a spacer 19 according to the third embodiment. This spacer 19 is provided with a support leg 7 (a support leg 7 is not connected by a connecting piece 8) on a mounting piece 6 in which the lower end stripe mounting portion 2 extends from the support shaft 5 in a plurality of directions, for example, four directions. Other than this, the configuration is the same as that of the spacer 18 of the second embodiment.

次に、上記のスペーサの設置方法について説明する。まず、第1の実施の形態のスペーサ1を設置する方法について説明するが、このスペーサ1は中空スラブを構築するスラブ型枠の底板に、スラブ下端筋を配筋した後に設置するものである。   Next, the installation method of said spacer is demonstrated. First, a method of installing the spacer 1 according to the first embodiment will be described. This spacer 1 is installed after arranging the slab lower end bar on the bottom plate of the slab form for constructing the hollow slab.

はじめに、スペーサ1の支持軸5から上端筋載置部3を取り外しておく。次に、スラブ型枠23に縦筋21aと横筋21bとからなるスラブ下端筋20を配筋する。そして、図4の(1)に示すように、縦筋21aと横筋21bとの交差部22近傍の底板24に差込孔25を開口する。次に、同図の(2)に示すように、この差込孔25にアンカー4を差し込んで、交差部22の角部26に下端筋載置部2を設置する。   First, the top streak placing portion 3 is removed from the support shaft 5 of the spacer 1. Next, the slab lower bar 20 comprising the vertical bars 21a and the horizontal bars 21b is arranged in the slab formwork 23. And as shown to (1) of FIG. 4, the insertion hole 25 is opened to the baseplate 24 of the crossing part 22 vicinity of the vertical line 21a and the horizontal line 21b. Next, as shown in (2) of the figure, the anchor 4 is inserted into the insertion hole 25, and the lower end placing portion 2 is installed at the corner portion 26 of the intersecting portion 22.

この設置方法は、図5に示すように、差込孔25に差込ピン12を差し込むと掛止片13が内側に閉じ、該掛止片13が差込孔25を抜けると元に戻って底板24下面に当接されるとともに、円盤11が差込孔25に嵌合されて行われる。このように差込孔25にアンカー4が固定されるので、このアンカー4を軸にして上端筋載置部2が回転できるようになる。   As shown in FIG. 5, the installation method is such that when the insertion pin 12 is inserted into the insertion hole 25, the latching piece 13 closes inward, and when the latching piece 13 passes through the insertion hole 25, it returns to its original state. While being brought into contact with the lower surface of the bottom plate 24, the disk 11 is fitted in the insertion hole 25. Since the anchor 4 is fixed to the insertion hole 25 in this way, the upper end muscle placing portion 2 can be rotated around the anchor 4 as an axis.

次に、図6の(1)に示すように、交差部22を少し持ち上げて底板24との間にあいた空隙部、すなわち交差部22の下側に下端筋載置部2を回転させて差し込むと、同図の(2)に示すように、載置片6の上に縦筋21aと横筋21bとが載った状態になる。そして、このような下端筋載置部2の差し込みを、スラブ型枠23の適宜箇所でおこなう。
スペーサ1の支持軸5から上端筋載置部3を取り外しておく。
Next, as shown in FIG. 6 (1), the lower end streak placing portion 2 is rotated and inserted into the gap portion between the bottom plate 24 by slightly lifting the intersecting portion 22, that is, below the intersecting portion 22. Then, as shown in (2) of the figure, the vertical stripes 21a and the horizontal stripes 21b are placed on the placement piece 6. Then, such insertion of the lower end streak placement portion 2 is performed at an appropriate location of the slab mold 23.
The upper streak placing portion 3 is removed from the support shaft 5 of the spacer 1.

次に、図7に示すように、下端筋載置部2の支持軸5の上側に支柱部材15をねじ込んで上端筋載置部3を取り付けるとともに、載置片16にスラブ上端筋27を配筋して、結束線28で結束する。したがって、このスペーサ1に結束されたスラブ上端筋27により、スラブ下端筋20との間に設置された軽量埋込材(図示せず)のコンクリート打設時の浮き上がりを防止することができる。   Next, as shown in FIG. 7, the column member 15 is screwed onto the upper side of the support shaft 5 of the lower end muscle placement portion 2 to attach the upper end placement portion 3, and the slab upper end stripe 27 is arranged on the placement piece 16. Straight and bind with binding wire 28. Therefore, the slab upper bar 27 bound to the spacer 1 can prevent the lightweight embedding material (not shown) installed between the slab lower bar 20 and the concrete from being lifted when placing concrete.

なお、この実施の形態においては、支持軸5から上端筋載置部3を取り外してアンカー4を差込孔25に差し込んだが、支持軸5に上端筋載置部3を取り付けたままでアンカー4を差込孔25に差し込むこともできる。   In this embodiment, the upper end muscle placement portion 3 is removed from the support shaft 5 and the anchor 4 is inserted into the insertion hole 25. However, the anchor 4 is attached to the support shaft 5 while the upper end reinforcement placement portion 3 is attached. It can also be inserted into the insertion hole 25.

次に、第2の実施の形態のスペーサ18を設置する方法について説明するが、この方法は底板24に差込孔25を開口せずに、スラブ下端筋で下端筋載置部を押さえ付けておこなうものである。   Next, a method for installing the spacer 18 according to the second embodiment will be described. This method does not open the insertion hole 25 in the bottom plate 24, but presses the lower end stripe placement portion with the lower end stripe of the slab. It is what you do.

まず、図8の(1)に示すように、支持軸5に上端筋載置部3を取り付けたスペーサ18をスラブ下端筋20の交差部22における角部26に設置する。   First, as shown in (1) of FIG. 8, the spacer 18 having the upper end placement portion 3 attached to the support shaft 5 is installed at the corner 26 at the intersection 22 of the slab lower end reinforcement 20.

次に、この交差部22を少し持ち上げて底板24との間にあいた間隙部、すなわち交差部22の下側に下端筋載置部2を、支持軸5を中心に回転させて差し込むと、同図の(2)に示すように、載置片6の上に縦筋20と横筋21とが載り、この重さによって下端筋載置部2が固定される。すなわち、スラブ下端筋20で下端筋載置部2を押さえ付けてスペーサ18を固定する。そして、このような下端筋載置部2の差し込みを、スラブ型枠23の適宜箇所でおこなう。   Next, when the intersecting portion 22 is lifted up slightly and inserted into the gap between the bottom plate 24, that is, the lower end streak placement portion 2 is rotated about the support shaft 5 and inserted below the intersecting portion 22. As shown in (2) of the figure, the vertical stripes 20 and the horizontal stripes 21 are placed on the placement piece 6, and the lower end stripe placement portion 2 is fixed by this weight. That is, the spacer 18 is fixed by pressing the lower bar placing portion 2 with the lower slab bar 20. Then, such insertion of the lower end streak placement portion 2 is performed at an appropriate location of the slab mold 23.

また、図9に示すように、上端筋載置部3の載置片16にスラブ上端筋27を配筋して結束線28で結束する。したがって、このスペーサ18に結束されたスラブ上端筋27によって、複数のスペスペーサ18が連結され、スラブ全体として安定させることができる。   Further, as shown in FIG. 9, the slab upper end muscle 27 is arranged on the placement piece 16 of the upper end muscle placement portion 3 and is bound by the binding wire 28. Therefore, the plurality of spare spacers 18 are connected by the slab upper end bars 27 bound to the spacers 18 and can be stabilized as a whole slab.

なお、第3の実施の形態のスペーサ19を設置する方法も、上記の第2の実施の形態のスペーサ18を設置する方法と同じ方法で行うものとする。   In addition, the method of installing the spacer 19 of the third embodiment is also performed by the same method as the method of installing the spacer 18 of the second embodiment.

第1の実施の形態のスペーサであり、(1)は断面図、(2)は(1)のA−A断面図である。It is the spacer of 1st Embodiment, (1) is sectional drawing, (2) is AA sectional drawing of (1). 第2の実施の形態のスペーサであり、(1)は断面図、(2)は(1)のB−B断面図である。It is the spacer of 2nd Embodiment, (1) is sectional drawing, (2) is BB sectional drawing of (1). 第3の実施の形態のスペーサであり、(1)は断面図、(2)は(1)のC−C断面図である。It is the spacer of 3rd Embodiment, (1) is sectional drawing, (2) is CC sectional drawing of (1). 第1の実施の形態のスペーサの設置方法を示し、(1)は底板に差込孔を開口した平面図、(2)はスペーサを設置した平面図である。The installation method of the spacer of 1st Embodiment is shown, (1) is the top view which opened the insertion hole in the bottom plate, (2) is the top view which installed the spacer. 差込孔にアンカーを差し込むものであり、(1)は差込孔にアンカーを差し込んだ断面図、(2)は下端筋載置部を固定した断面図、(3)は(2)のD−D線断面図である。The anchor is inserted into the insertion hole. (1) is a cross-sectional view in which the anchor is inserted into the insertion hole, (2) is a cross-sectional view in which the lower end streak placement portion is fixed, and (3) is D in (2). FIG. (1)は下端筋載置部を回転して鉄筋の下側に差し込んだ平面図、(2)は同断面図である。(1) is a plan view in which the bottom bar placement portion is rotated and inserted below the reinforcing bar, and (2) is a cross-sectional view of the same. 下端筋載置部に上端筋載置部を設置した断面図である。It is sectional drawing which installed the upper end reinforcement mounting part in the lower end reinforcement mounting part. 第2の実施の形態のスペーサの設置方法を示し、(1)は下端筋載置部を設置した平面図、(2)は下端筋載置部を回転させて鉄筋の下側に差し込んだ平面図である。The installation method of the spacer of 2nd Embodiment is shown, (1) is the top view which installed the lower end reinforcement mounting part, (2) is the plane which rotated the lower end reinforcement mounting part and was inserted below the reinforcing bar FIG. 下端筋載置部を回転させて鉄筋の下側に差し込んだ断面図である。It is sectional drawing inserted in the lower side of a reinforcing bar by rotating a lower end reinforcement mounting part.

符号の説明Explanation of symbols

1、18、19 スペーサ
2 下端筋載置部
3 上端筋載置部
4 アンカー
5 支持軸
6、16 載置片
7 支持脚
8 連結片
9 雌ネジ部
10 接続ボルト
11 円盤
12 差込ピン
13 掛止片
14 雄ネジ部
15 支柱部材
17 固定孔
20 スラブ下端筋
21a 縦筋
21b 横筋
22 交差部
23 スラブ型枠
24 底板
25 差込孔
26 角部
27 スラブ上端筋
28 結束線
DESCRIPTION OF SYMBOLS 1, 18, 19 Spacer 2 Lower-end stripe mounting part 3 Upper-end bar placement part 4 Anchor 5 Support shaft 6, 16 Mounting piece 7 Support leg 8 Connecting piece 9 Female thread part 10 Connection bolt 11 Disc 12 Insertion pin 13 Hanging Stopping piece 14 Male thread 15 Post member
Reference Signs List 17 Fixing hole 20 Slab bottom bar 21a Longitudinal bar 21b Horizontal bar 22 Crossing part 23 Slab formwork 24 Bottom plate 25 Insert hole 26 Corner part 27 Slab top bar 28 Binding line

Claims (4)

スラブ下端筋を載置する下端筋載置部の偏心位置に支持軸が設けられ、該支持軸の下側にスラブ型枠の差込孔に嵌入されるアンカーが取り付けられ、支持軸の上側には上端筋載置部が支柱部材で取り付けられたスペーサを形成した後、
スラブ型枠にスラブ下端筋を配筋した後、
該スラブ下端筋近傍の底板に差込孔を開口し、
前記下端筋載置部におけるアンカーを前記差込孔に嵌入した後、
前記アンカーを軸にして下端筋載置部を回転させて前記スラブ下端筋の下側に差し込むこと、
を特徴とするスペーサの設置方法。
A support shaft is provided at an eccentric position of the lower end muscle placement portion for placing the slab lower end reinforcement, and an anchor fitted into the insertion hole of the slab form frame is attached to the lower side of the support shaft, and above the support shaft. After forming the spacer where the upper streak placement part is attached with the strut member,
After placing the slab bottom bar in the slab formwork,
Open an insertion hole in the bottom plate near the bottom slab of the slab,
After inserting the anchor in the lower end muscle placement portion into the insertion hole,
Rotating the lower end muscle placement portion around the anchor and inserting it below the slab lower end muscle,
The installation method of the spacer characterized by this.
スラブ下端筋を載置する下端筋載置部の偏心位置に支持軸が設けられ、該支持軸の上側
に上端筋載置部が支柱部材で取り付けられたスペーサを形成し、
該スペーサの下端筋載置部を、スラブ型枠に配筋したスラブ下端筋の交差部における角部に設置し、
前記スラブ下端筋の交差部を持ち上げて底板との間にあいた間隙部に前記下端筋載置部をその下端筋載置部の支持軸を中心にして回転させて差し込んで、
前記下端筋載置部における載置片の上に載った前記スラブ下端筋の重量によって前記下端筋載置部を前記スラブ型枠に固定すること、
を特徴とするスペーサの設置方法。
A support shaft is provided at an eccentric position of the lower end muscle placement portion for placing the slab lower end reinforcement, and a spacer is formed on the upper side of the support shaft with the upper end placement portion attached by a support member.
The lower end streak placement portion of the spacer is installed at the corner of the intersection of the slab lower end reinforcements arranged in the slab formwork,
The lower end muscle placement part is rotated around the support shaft of the lower end muscle placement part and inserted into the gap part between the bottom plate by lifting the intersection of the lower end muscles of the slab,
Fixing the lower end muscle placement portion to the slab formwork by the weight of the slab lower end reinforcement placed on the placement piece in the lower end reinforcement placement portion;
The installation method of the spacer characterized by this.
下端筋載置部は、支持軸から複数の方向へ延びた載置片に支持脚が設けられてなること、
を特徴とする請求項2に記載のスペーサの設置方法。
The lower end muscle placement portion is provided with a support leg on a placement piece extending in a plurality of directions from the support shaft,
The spacer installation method according to claim 2.
下端筋載置部の支持軸には上面のみ開口した支柱部材の固定孔が設けられたこと、
を特徴とする請求項2または3に記載のスペーサの設置方法。
The support shaft of the lower end muscle placement portion was provided with a fixing hole for a column member that opened only on the upper surface,
The spacer installation method according to claim 2 or 3, wherein
JP2004346326A 2004-11-30 2004-11-30 Spacer installation method Active JP4681862B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004346326A JP4681862B2 (en) 2004-11-30 2004-11-30 Spacer installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004346326A JP4681862B2 (en) 2004-11-30 2004-11-30 Spacer installation method

Publications (2)

Publication Number Publication Date
JP2006152703A JP2006152703A (en) 2006-06-15
JP4681862B2 true JP4681862B2 (en) 2011-05-11

Family

ID=36631310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004346326A Active JP4681862B2 (en) 2004-11-30 2004-11-30 Spacer installation method

Country Status (1)

Country Link
JP (1) JP4681862B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6053922U (en) * 1983-09-20 1985-04-16 乾産業株式会社 Rebar spacer
JP2001003506A (en) * 1999-06-23 2001-01-09 Sanwa Kensetsu:Kk Construction method for void slab and embedded member for void formation
JP2002167968A (en) * 2000-11-27 2002-06-11 Nippon Industry Co Ltd Slab bar arrangement execution method
JP2002339496A (en) * 2001-05-16 2002-11-27 Penta Ocean Constr Co Ltd Construction method of slab and construction method of ceiling
JP2004324067A (en) * 2003-04-22 2004-11-18 Penta Ocean Constr Co Ltd Anchor for board, and binding implement and spacer for hollow slab, using the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6053922U (en) * 1983-09-20 1985-04-16 乾産業株式会社 Rebar spacer
JP2001003506A (en) * 1999-06-23 2001-01-09 Sanwa Kensetsu:Kk Construction method for void slab and embedded member for void formation
JP2002167968A (en) * 2000-11-27 2002-06-11 Nippon Industry Co Ltd Slab bar arrangement execution method
JP2002339496A (en) * 2001-05-16 2002-11-27 Penta Ocean Constr Co Ltd Construction method of slab and construction method of ceiling
JP2004324067A (en) * 2003-04-22 2004-11-18 Penta Ocean Constr Co Ltd Anchor for board, and binding implement and spacer for hollow slab, using the same

Also Published As

Publication number Publication date
JP2006152703A (en) 2006-06-15

Similar Documents

Publication Publication Date Title
KR102174773B1 (en) Composite Deck with Lattice Reinforcement and Steel Plate, and Manufacturing Method thereof
KR101310844B1 (en) Concrete Mold assembly and Method of constructing Beam by using the same
JP5420030B1 (en) Wooden pole installation structure
KR101801270B1 (en) Building construction method using exposed concrete wall
KR101340773B1 (en) Prefabricated coupling structure of column and foundation
KR20090012512U (en) Euro form joint band for concrete pole
JP4681862B2 (en) Spacer installation method
KR102047439B1 (en) Stiffener for preventing corner cracks in openings of reinforced concrete structures
KR101256726B1 (en) Prefabricated coupling structure of column and foundation
JP5869717B1 (en) Existing concrete structure reinforcement structure
KR102131491B1 (en) Rigidity reinforcement apparatus for beam with web openings
KR20070073022A (en) Concrete mold for slab and construction method of slab using the same
KR101057167B1 (en) Apparatus for reinforcing pile head and construction method of foundation using therof
RU2554364C2 (en) Supporting device of anchor for concrete elements lifting
JPH09296456A (en) Steel frame column base using reinforcing metal net
WO2014083602A1 (en) Erection piece and mounting structure for same
JP2002339496A (en) Construction method of slab and construction method of ceiling
KR20160003777U (en) Mold fixing band for concrete column
KR200238510Y1 (en) Spacer supporting steel in steel concrete used in construction
KR101940861B1 (en) Deck plate and deck plate system
JP6592317B2 (en) Concrete foundation top method and top formwork
JP3169560B2 (en) Formwork for constructing legal framework, legal framework using the same, and method of constructing legal framework
KR100583773B1 (en) supporter for form of concrete structure
JP7083285B2 (en) Seismic isolation upper foundation structure and its manufacturing method
KR102102433B1 (en) Construction method using smart hollowweight materials for reducing concrete usage

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071025

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090415

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100715

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100820

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110118

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110207

R150 Certificate of patent or registration of utility model

Ref document number: 4681862

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140210

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250