JPH0644859U - Spacer for bar arrangement - Google Patents
Spacer for bar arrangementInfo
- Publication number
- JPH0644859U JPH0644859U JP8492592U JP8492592U JPH0644859U JP H0644859 U JPH0644859 U JP H0644859U JP 8492592 U JP8492592 U JP 8492592U JP 8492592 U JP8492592 U JP 8492592U JP H0644859 U JPH0644859 U JP H0644859U
- Authority
- JP
- Japan
- Prior art keywords
- support member
- streak
- side portion
- spacer
- slab
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】
【目的】 スラブ配筋の効率を高めるとともに施工コス
トを安価にする。
【構成】 両側に設けたL形の側枠1と、両側枠間上部
に渡した上端筋用支持部材2と、両側枠間下部に渡しか
つ水平方向に間隔を置いて配置されている下端筋用支持
部材3とからなり、上記上端筋用支持部材上で上端筋を
支持し、上記下端筋用支持部材上で下端筋を支持する。
(57) [Summary] [Purpose] To increase the efficiency of slab reinforcement and reduce the construction cost. [Structure] L-shaped side frames 1 provided on both sides, a support member 2 for an upper end streak extending to an upper part between the two side frames, and a lower end streak extending to a lower part between the two side frames and arranged at a horizontal interval. Support member 3 for supporting the upper end streaks on the upper end bar supporting members, and supporting the lower end streaks on the lower end bar supporting members.
Description
【0001】[0001]
この考案は、コンクリートスラブを施工する場合などに用いる配筋用スペーサ に関する。 This invention relates to a reinforcing bar spacer used when constructing a concrete slab.
【0002】[0002]
従来より、コンクリートスラブを施工する場合には、型枠上方にスラブ鉄筋と して上端筋及び下端筋をそれぞれ配筋する。これらのスラブ鉄筋は、スラブ厚に 応じて型枠からの高さ(間隔)が定められており、その所定の高さを確保するた めにスペーサが使用されている。 Conventionally, when constructing concrete slabs, upper and lower bar reinforcements are arranged as slab reinforcement above the formwork. The height (interval) of these slab rebars from the formwork is determined according to the slab thickness, and spacers are used to secure the prescribed height.
【0003】[0003]
従来のスペーサによると、上端筋用スペーサと下端筋用スペーサとの2種類が 使用されているために、スラブの施工コストがかかる他に、各種のスペーサの設 置個所が別々になる分だけ、スペーサの設置に手間がかかり、配筋効率を高める 上で障害となっていた。 According to the conventional spacer, two types of spacers are used, one for the upper end bar and the other for the lower end bar. Therefore, in addition to the construction cost of the slab, various spacers are installed at different locations. It took a lot of time to install the spacer, which was an obstacle to improving the efficiency of bar arrangement.
【0004】 この考案の目的は、スラブ配筋の効率を高めると共に施工コストを安価にする ことにある。An object of this invention is to improve the efficiency of slab reinforcement and to reduce the construction cost.
【0005】[0005]
この考案の配筋用スペーサは、両側に設けた側枠と、両側枠間に渡した上端筋 用支持部材及び下端筋用支持部材とを具備しているものである。上記下端筋用支 持部材は上記上端筋用支持部材より所定距離下方に配置されている。支持部材と しては丸鋼や長尺状の板材等適宜のものを使用する。上記側枠は、設置部として 長辺部と短辺部とを備えて、長辺部側と短辺部側とのいずれか一方で上端筋用支 持部材の端部を保持し、他方で下端筋用支持部材の端部を保持するようにするこ とにより、異なるスラブ厚の施工に同一のスペーサで対応できる。 The reinforcing bar spacer of the present invention comprises side frames provided on both sides, and a supporting member for the upper end bar and a supporting member for the lower end bar which are arranged between the both side frames. The supporting member for the lower end streak is arranged below the supporting member for the upper end streak by a predetermined distance. As the supporting member, an appropriate member such as round steel or a long plate is used. The side frame is provided with a long side portion and a short side portion as installation portions, holds the end portion of the upper end muscle supporting member on one of the long side portion side and the short side portion side, and on the other side. By holding the end portion of the lower end support member, the same spacer can be used for construction with different slab thicknesses.
【0006】[0006]
上端筋及び下端筋を同一位置で同時にそれぞれ支持できる。 The upper end bar and the lower end bar can be simultaneously supported at the same position.
【0007】[0007]
以下、この考案の実施例を図面を参照して説明する。 この考案に係るスペーサは、図1に示すように両側に配置されている側枠1, 1と、側枠間に渡してある上端筋用支持部材2及び下端筋用支持部材3,3とか らなるものである。 An embodiment of the present invention will be described below with reference to the drawings. The spacer according to the present invention is composed of side frames 1 and 1 arranged on both sides as shown in FIG. 1, and a support member 2 for the upper end streak and a support member 3, 3 for the lower end streak which are provided between the side frames. It will be.
【0008】 各側枠1は長辺部11と短辺部12とを備えたL形状のものであって、その材 質を鉄板としている。各側枠1は、自立できるように厚み方向に所定幅のリブが プレス加工によって屈曲されており、リブには間隔を置いて釘穴13,…を設け てある。Each side frame 1 is L-shaped having a long side portion 11 and a short side portion 12, and the material thereof is an iron plate. Each side frame 1 is formed by bending a rib having a predetermined width in the thickness direction by press working so as to be self-supporting, and the rib is provided with nail holes 13 at intervals.
【0009】 上端筋用支持部材2として丸鋼を用いており、上端筋用支持部材の両端は側枠 1の短辺部の上端部に固着されている。上端筋用支持部材2は、その上部でスラ ブの上端筋を載置するものである。Round steel is used as the support member 2 for the upper end reinforcement, and both ends of the support member for the upper end reinforcement are fixed to the upper ends of the short sides of the side frame 1. The support member 2 for the upper end bar is for mounting the upper end bar of the slab on the upper part thereof.
【0010】 下端筋用支持部材3は、上端筋用支持部材2と同材質からなり、側枠1の長辺 部11の先端部及び後端部側にそれぞれ平行に架設されている。下端筋用支持部 材3は、その上部でスラブの下端筋を載置するものである。下端筋用支持部材の 2本が長辺部11に間隔を置いて水平に配置されており、これらに載置される下 端筋の荷重が長辺部11を上方から下方に向けて2点で押えることになり、上端 筋の配筋時におけるスペーサの転倒を防止する。The lower-end streak support member 3 is made of the same material as the upper-end streak support member 2, and is installed in parallel to the front end portion and the rear end portion side of the long side portion 11 of the side frame 1. The lower end stirrup supporting member 3 is for mounting the lower end streak of the slab on the upper part thereof. Two supporting members for the lower end streak are horizontally arranged with a space in the long side portion 11, and the load of the lower end streak placed on these is two points from the upper side to the lower side. It will be pushed by and prevent the spacer from falling over when the upper end bar is arranged.
【0011】 次に、使用方法を説明する。 まず、スペーサを図2に示すように敷設したコンクリートパネルP上に長辺部 11を下にして設置する。ついで、下端筋S2を下端筋用支持部材3,3上に載 せる。この時、上述したように下端筋S2の荷重が長辺部11を2点で押えるこ とになり、上端筋の配筋時におけるスペーサの転倒は防止される。そして上端筋 S1を上端筋用支持部材2上に載せる。 こうすれば、同一のスペーサにより同時に上端筋S1及び下端筋S2は、それ ぞれコンクリートパネルP上からの所定の間隔H,H1が確保される。 その後、そのコンクリートパネルP上にコンクリートCを打設すると、所定厚 のスラブが施工される。Next, the usage method will be described. First, the spacer is installed on the concrete panel P laid as shown in FIG. 2 with the long side portion 11 facing downward. Then, the lower end streak S2 is placed on the lower end streak support members 3, 3. At this time, as described above, the load of the lower end streak S2 presses the long side portion 11 at two points, and the spacer is prevented from falling when the upper end streak is laid. Then, the upper end streak S1 is placed on the upper end streak support member 2. In this way, the same spacer simultaneously secures the upper end streak S1 and the lower end streak S2 at predetermined intervals H and H1 from the concrete panel P, respectively. After that, when concrete C is placed on the concrete panel P, a slab having a predetermined thickness is constructed.
【0012】 施工するスラブ厚が、図2に示す例のスラブ厚よりも大きくする必要がある場 合には、スペーサの使用法として第3図に示すようにする。 すなわち、側枠1の短辺部12を下にして長辺部11を起立させると、上端筋 S1の高さH1が上記の使用例より大きくとれる。When the slab thickness to be constructed needs to be larger than the slab thickness of the example shown in FIG. 2, the spacer is used as shown in FIG. That is, when the long side portion 11 is erected with the short side portion 12 of the side frame 1 facing downward, the height H1 of the upper end streak S1 can be made larger than that in the above-described use example.
【0013】 このように、側枠1の長辺部11と短辺部12とのいずれかを設置部に選択し て2種類のスラブ厚に対応させる。As described above, either the long side portion 11 or the short side portion 12 of the side frame 1 is selected as the installation portion to correspond to two types of slab thickness.
【0014】 スラブ鉄筋の支持部材2,3として丸鋼を用いる場合には配筋加重で変形しな い程度の太さのものを用いることは当然である。また細径の丸鋼を使用する場合 には、支持部材間にトラスを配置して補強を図るようにする。When round steel is used as the supporting members 2 and 3 for the slab reinforcing bars, it is natural that the supporting bars 2 and 3 are thick enough not to be deformed by the reinforcing bar load. Also, when using round steel with a small diameter, trusses should be placed between the support members for reinforcement.
【0015】 図4鎖線に示すように長辺部11と短辺部12の先端部にまたがってラス4を 斜めに張れば、コンクリート打継部のコンクリート止めになる。As shown by the chain line in FIG. 4, when the lath 4 is obliquely stretched across the tip portions of the long side portion 11 and the short side portion 12, it becomes a concrete stop for the concrete joint portion.
【0016】 また他の例を図5に示す。この例では、側枠1aを例えば直角三角形に形成し て、設置部として長辺部11aと短辺部12aとを設けている。側枠1aの上部 上端筋支持部材2を、下部両側で下端筋支持部材3をそれぞれ保持している。Another example is shown in FIG. In this example, the side frame 1a is formed in a right triangle, for example, and the long side portion 11a and the short side portion 12a are provided as installation portions. The upper frame upper support member 2 and the lower frame support member 3 of the lower side frame 1a are respectively held.
【0017】 この例においても、スラブ厚みに応じて長辺部11aと短辺部12aとを適宜 選択して設置部とすることにより上端筋S1の高さを変更できる。Also in this example, the height of the upper end streak S1 can be changed by appropriately selecting the long side portion 11a and the short side portion 12a according to the slab thickness and using them as the installation portions.
【0018】[0018]
この考案によれば、同一のスペーサで上端筋と下端筋との支持を兼用できるか ら、従来行われているように別々にスペーサを配置する手間が省略できて、スラ ブの施工効率が高められ、種類ごとのスペーサが不要となるから、施工コストを 安価にできる。また、同一のスペーサでも側枠が長辺部と短辺部を備えているも のにあっては、異なるスラブ厚に対応できる。 According to this invention, since the same spacer can support both the upper and lower streaks, it is possible to save the labor of disposing the spacers separately as in the conventional method, and to improve the efficiency of slub construction. Since the spacer for each type is not required, the construction cost can be reduced. Even if the same spacer is used, the side frames have long side portions and short side portions, so that different slab thicknesses can be accommodated.
【図1】この考案の1実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.
【図2】この考案の使用例を示す断面図である。FIG. 2 is a sectional view showing an example of use of this device.
【図3】この考案の他の使用例を示す断面図である。FIG. 3 is a sectional view showing another example of use of the present invention.
【図4】この考案の他の実施例を示す断面図である。FIG. 4 is a sectional view showing another embodiment of the present invention.
【図5】この考案のさらに他の実施例を示す断面図であ
る。FIG. 5 is a sectional view showing still another embodiment of the present invention.
1 側枠 1a 側枠 2 上端部用支持部材 3 下端部用支持部材 S1 上端部 S2 下端部 11 長辺部 11a 長辺部 12 短辺部 12a 短辺部 1 Side Frame 1a Side Frame 2 Upper End Supporting Member 3 Lower End Supporting Member S1 Upper End S2 Lower End 11 Long Side 11a Long Side 12 Short Side 12a Short Side
Claims (2)
上端筋用支持部材及び下端筋用支持部材とを具備してお
り、上記下端筋用支持部材は上記上端筋用支持部材より
所定距離下方に配置されていることを特徴とする配筋用
スペーサ。1. A side frame provided on both sides, and a support member for the upper end streak and a support member for the lower end streak extending between the both frames, wherein the lower end streak support member is the upper end streak support member. A reinforcing bar spacer, which is arranged below a predetermined distance.
辺部と短辺部とを備えており、長辺部側と短辺部側との
いずれか一方で上端筋用支持部材の端部を保持し、他方
で下端筋用支持部材の端部を保持していることを特徴と
する配筋用スペーサ。2. The side frame according to claim 1, comprising a long side portion and a short side portion as an installation portion, and one of the long side portion side and the short side portion side is a support member for an upper end streak. Is held, and the other end is held by the other end of the support member for the lower end reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8492592U JPH0644859U (en) | 1992-11-17 | 1992-11-17 | Spacer for bar arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8492592U JPH0644859U (en) | 1992-11-17 | 1992-11-17 | Spacer for bar arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0644859U true JPH0644859U (en) | 1994-06-14 |
Family
ID=13844279
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8492592U Pending JPH0644859U (en) | 1992-11-17 | 1992-11-17 | Spacer for bar arrangement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0644859U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0825518A (en) * | 1994-07-12 | 1996-01-30 | Teikoku Tsushin Kogyo Co Ltd | Design enlargement method of synthetic resin film with design |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS484260U (en) * | 1971-06-14 | 1973-01-18 |
-
1992
- 1992-11-17 JP JP8492592U patent/JPH0644859U/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS484260U (en) * | 1971-06-14 | 1973-01-18 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0825518A (en) * | 1994-07-12 | 1996-01-30 | Teikoku Tsushin Kogyo Co Ltd | Design enlargement method of synthetic resin film with design |
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