JPS5922825Y2 - Spacer for both vertical and vertical reinforcements - Google Patents

Spacer for both vertical and vertical reinforcements

Info

Publication number
JPS5922825Y2
JPS5922825Y2 JP1979092102U JP9210279U JPS5922825Y2 JP S5922825 Y2 JPS5922825 Y2 JP S5922825Y2 JP 1979092102 U JP1979092102 U JP 1979092102U JP 9210279 U JP9210279 U JP 9210279U JP S5922825 Y2 JPS5922825 Y2 JP S5922825Y2
Authority
JP
Japan
Prior art keywords
spacer
reinforcement
support
parallel
vertical rod
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
JP1979092102U
Other languages
Japanese (ja)
Other versions
JPS5610714U (en
Inventor
伝 斎藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1979092102U priority Critical patent/JPS5922825Y2/en
Publication of JPS5610714U publication Critical patent/JPS5610714U/ja
Application granted granted Critical
Publication of JPS5922825Y2 publication Critical patent/JPS5922825Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は上下筒兼用型のスペーサ、特にメツシュ状の上
筋及び下筋を上下2段に支持する場合に適用して極めて
有用なスペーサに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a spacer that can be used for both upper and lower cylinders, and particularly to a spacer that is extremely useful when supporting upper and lower mesh-like reinforcements in two stages.

従来メツシュ状の下筋及び上筋を上下2層に配筋する場
合、一般に下筋用と上筋用の高さの異なる2種類のスペ
ーサを使用し、之等スペーサでもって−L下筋を個別に
支持する施工法が採用されているが、このような従来の
施工法では、スペーサの使用個数が膨大となり、経済面
の負担が大きいばかりでなく配筋施工に煩雑な手数を伴
う欠点があった。
Conventionally, when arranging mesh-like lower and upper reinforcement in two layers, upper and lower, two types of spacers with different heights are used, one for the lower reinforcement and the other for the upper reinforcement, and these spacers are used to connect the -L lower reinforcement. A construction method in which spacers are supported individually has been adopted, but this conventional construction method requires a huge number of spacers, which not only imposes a heavy economic burden but also requires complicated work when arranging reinforcements. there were.

このような問題を解決するために、メツシュ状上下筋に
兼用できるようなスペーサの開発が試みられているが、
施工の容易性、支持の安定性及び製作の容易性等に一長
一短があり、いまだ之等の全てを満足し得るものは提案
されていない。
In order to solve these problems, attempts have been made to develop spacers that can be used for the mesh-like upper and lower muscles.
There are advantages and disadvantages in terms of ease of construction, stability of support, ease of manufacture, etc., and no one has yet been proposed that can satisfy all of these requirements.

本考案はこのような現状に鑑みなされたもので、以下に
本考案を添附図面にもとづき説明すると次の通りである
The present invention has been developed in view of the current situation, and the present invention will be explained below based on the accompanying drawings.

第1図に本考案兼用型スペーサの実施の一例が示されて
いる。
FIG. 1 shows an example of an embodiment of the dual-purpose spacer of the present invention.

第1図に示された本考案兼用型スペーサは、水平方向に
延出された2本の平行する脚杆部1,1、該脚杆部1,
1の外端より一ヒ方へ延出された2本の平行する1・゛
縦杆部2,2、該下縦杆部2,2の上端より横向き内方
へ延出された2本の平行する第1受架部3,3、該受梁
部3゜3の内端より上方へ延出された、2本の平行する
上縦杆部4,4及び之等縦杆部4,4の−L端の間に跨
って形成された第2受架部5から構成され、第1及び第
2の受梁部3,3及び5は、上F筋a。
The dual-purpose spacer of the present invention shown in FIG.
Two parallel vertical rod portions 2, 2 extending in one direction from the outer ends of the lower vertical rod portions 2, 2, and two horizontally extending inward from the upper ends of the lower vertical rod portions 2, 2. Parallel first support beam parts 3, 3, two parallel upper vertical rod parts 4, 4 extending upward from the inner ends of the support beam parts 3. The first and second support beam parts 3, 3 and 5 are composed of the second support beam part 5 formed across the -L end of the upper F line a.

bの受梁の安定化を計る目的のために、下向きに曲成さ
れている。
It is curved downward for the purpose of stabilizing the support beam in b.

このような構成の本考案兼用型スペーサは一本の線材を
曲成加工することにより容易に製造することができる。
The spacer of the present invention having such a structure can be easily manufactured by bending a single wire.

本考案兼用型スペーサは、強度の強化を計るために例え
ば第2図に示すように、水平脚杆部1と第1受架部3の
間に跨って補強杆6を溶接固着してもよい。
In order to increase the strength of the dual-purpose spacer of the present invention, a reinforcing rod 6 may be welded and fixed across between the horizontal leg rod portion 1 and the first support portion 3, for example, as shown in Fig. 2. .

本考案兼用スペーサを用いて、メツシュ状の−L千筋の
配筋施工を行うに際しては、先ず最初に型枠(図示せず
)上の所定の位置にメツシュ状下筋aが置かれ、次に本
考案兼用スペーサか、その交点a′の近傍に、水平脚杆
部1,1が下筋aの」二側部材a1をちょうど跨ぐよう
に配置される。
When constructing mesh-like -L reinforcement using the dual-purpose spacer of the present invention, first, the mesh-like lower reinforcement a is placed at a predetermined position on the formwork (not shown), and then The horizontal leg rod portions 1, 1 are arranged in the vicinity of the intersection a' of the spacer of the present invention so as to just straddle the two side members a1 of the lower reinforcement a.

この状態が第3図に示されている。This state is shown in FIG.

尚本考案スペーサはメツシュ状下筋aの交点の全てに配
置する必要はなく、その全体のうちから選らばれた一部
の交点に対し配置すればよい。
It should be noted that the spacer of the present invention does not need to be placed at all of the intersection points of the submeshoid muscles a, but may be placed at some of the intersection points selected from all of them.

次に下筋aを適宜の手段により若干上方へ持ち上げなが
ら交点a′の近傍に配置された本考案スペーサをその下
方にそれぞれ差込み、第1受架部3.3に於て、下筋a
の下側部材a2を受梁することにより、第4図に示す通
り、下筋aを所定高さに支持できる。
Next, while lifting the lower reinforcement a slightly upward using an appropriate means, insert the spacers of the present invention placed near the intersection point a' below the lower reinforcement a, and place the lower reinforcement a in the first receiving section 3.3.
By supporting the lower member a2, the lower reinforcement a can be supported at a predetermined height, as shown in FIG.

次にメツシュ状上筋すを下側部材b2に於て、本考案ス
ペーサの第2受架部5に受梁することにより、上筋すを
所定高さに支持できる。
Next, the upper reinforcement can be supported at a predetermined height by supporting the mesh-like upper reinforcement on the second support part 5 of the spacer of the present invention in the lower member b2.

この状態が第5図に示されている。This state is shown in FIG.

本考案に於てメツシュ状の上下筋a、 l)の各交点
は、工場で予め溶接固定されていても、或は施工現場に
於て番線等により結縛固定されていてもよい。
In the present invention, each intersection of the mesh-like vertical striations a and l) may be welded and fixed in advance at the factory, or may be tied and fixed using wires or the like at the construction site.

このように本考案スペーサは、メツシュ状の上筋及び゛
下筋に対し兼用できるものであって、配筋施工は上述の
ように極めて簡単容易である。
In this way, the spacer of the present invention can be used for mesh-like upper and lower reinforcements, and the reinforcement construction is extremely simple and easy as described above.

スペーサは2本の平行する脚杆部1,1を有しているの
で、各スペーサが個々単独に極めて安定確実な据置状態
を保持し得る。
Since the spacer has two parallel leg rods 1, 1, each spacer can individually maintain an extremely stable and secure stationary state.

また、鉄筋支持状態においては、通常鉄筋支持点が高く
なる程スペーサの据付姿勢は不安定となるため、上下部
兼用型スペーサでは特に上筋のスペーサ上での移動が該
スペーサの転倒を招き易いものであるが、本考案スペー
サはこの難点をも解消している。
In addition, when supporting reinforcing bars, the higher the reinforcing bar support point is, the more unstable the installation posture of the spacer becomes. Therefore, in the case of a dual-purpose spacer, movement of the upper reinforcing bar on the spacer is likely to cause the spacer to fall. However, the spacer of the present invention overcomes this difficulty.

すなわち、本考案スペーサは下筋を第1受架部3,3の
2点て受梁することにより、該2点への下筋からの押下
刃が作用した状態で上筋を支持するため、上筋のスペー
サ上での移動による該スペーサの傾倒は有効に防止され
、全体として極めて安定確実な支持状態を確保でき、作
業の容易化迅速化が図られる。
That is, in the spacer of the present invention, by supporting the lower reinforcement at the two points of the first supporting parts 3, 3, the upper reinforcement is supported while the push-down blade from the lower reinforcement is applied to these two points. The tilting of the spacer due to the movement of the upper reinforcement on the spacer is effectively prevented, and an extremely stable and reliable supporting state can be ensured as a whole, making the work easier and faster.

また安定確実な支持により、正確な鉄筋支持高さが容易
に得られ、したがって施工時の基準となる鉄筋から打設
コンクリート上面までの所謂がぶり高さを容易に精度良
く得ることができ、施工上極めて有利である。
In addition, due to stable and reliable support, accurate reinforcing bar support height can be easily obtained, and therefore, the so-called overhang height from the reinforcing bar to the top surface of the poured concrete, which is the standard during construction, can be easily and accurately obtained. This is extremely advantageous.

更に前述の第1受架部3,32点支持によるスペーサ据
付姿勢の安定は、特に脚杆部1,1長手方向に垂直な方
向に有効に作用するため、第2受架部5の位置の高さに
比して脚杆部1,1間の幅を狭くすることができ、その
分材料を節約できるのみならず、幅を狭くすることによ
り第2受架部5のスパンが短縮され曲げ強度が増す結果
、線材の径を細くすることができ、さらに材料の節約が
可能となる。
Furthermore, the stabilization of the installation posture of the spacer due to the 32-point support of the first support section 3 is particularly effective in the direction perpendicular to the longitudinal direction of the leg rod sections 1, 1, so the position of the second support section 5 is The width between the leg parts 1 and 1 can be made narrower than the height, which not only saves material, but also reduces the span of the second support part 5 and bends it. As a result of the increased strength, the diameter of the wire can be made smaller, further saving material.

しかも本考案スペーサは、構造が極めて簡単であって例
えば一本の線材の曲成加工によって容易に製作でき、廉
価に提供できる。
Furthermore, the spacer of the present invention has an extremely simple structure and can be easily manufactured by, for example, bending a single wire, and can be provided at a low cost.

更に本考案スペーサは兼用型であるので、高さを異にす
る2種類のスペーサを用いる場合に比し、−施工当りの
使用個数を略々2分の−に節減でき、施工費を軽減でき
る利点もある。
Furthermore, since the spacer of the present invention is a dual-purpose type, compared to the case where two types of spacers with different heights are used, the number of spacers used per construction can be reduced by approximately half, and construction costs can be reduced. There are also advantages.

以上の如く本考案によれば、上下2層の鉄筋を安定に且
つ精度良く支持でき、施工作業の容易化迅速化を図るこ
とができ、しかも製作容易にして廉価な上下部兼用スペ
ーサを提供することができる。
As described above, according to the present invention, it is possible to stably and precisely support two layers of reinforcing bars, to facilitate and speed up the construction work, and to provide an inexpensive spacer for both upper and lower layers. be able to.

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

第1図は本考案の実施の一例を示す斜面図、第2図は本
考案の補強手段の一例を示す斜面図、第3〜5図は第1
図に示された本考案品の一使用状況を施工工程順に示す
斜面図である。 図に於て、1は水平脚杆部、2は下輪杆部、3は第1受
架部、4は上縦杆部、5は第2受架部である。
Fig. 1 is a perspective view showing an example of the implementation of the present invention, Fig. 2 is a perspective view showing an example of the reinforcing means of the invention, and Figs.
FIG. 2 is a perspective view illustrating the use of the product of the present invention shown in the figure in the order of construction steps. In the figure, 1 is a horizontal leg rod, 2 is a lower wheel rod, 3 is a first holder, 4 is an upper vertical rod, and 5 is a second holder.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水平方向に延出された2本の平行する脚杆部1.1と、
該脚杆部1,1の外端より上方へ延出された、型枠とF
筋aとの上−F間隔を保持するための、2本の平行する
下縦杆部2,2と、該下縦杆部2,2の上端より横向き
内方へ延出された、下筋aを受梁するための2本の平行
する第1受架部3,3と、該受梁部3,3の内端より上
方へ延出された、下筋aと上筋すの上下間隔を保持する
ための、2本の平行する上縦杆部4,4と、之等上縦杆
部4,4の一ヒ端の間に跨って形成された、上筋すを受
梁するための第2受架部5からなる上下筒兼用スペーサ
two parallel leg rods 1.1 extending in the horizontal direction;
The formwork and F extend upward from the outer ends of the leg rods 1, 1.
Two parallel lower vertical rod portions 2, 2 and a lower rod extending laterally inward from the upper ends of the lower vertical rod portions 2, 2 for maintaining the upper-F distance with the muscle a. The vertical interval between the two parallel first support sections 3, 3 for supporting the beam a, and the lower reinforcement a and the upper reinforcement that extend upward from the inner ends of the support beam sections 3, 3. In order to support the upper reinforcement, which is formed across two parallel upper vertical rod parts 4, 4 and one end of these upper vertical rod parts 4, 4, for holding the A spacer that serves both as an upper and lower cylinder, consisting of a second support portion 5.
JP1979092102U 1979-07-03 1979-07-03 Spacer for both vertical and vertical reinforcements Expired JPS5922825Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979092102U JPS5922825Y2 (en) 1979-07-03 1979-07-03 Spacer for both vertical and vertical reinforcements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979092102U JPS5922825Y2 (en) 1979-07-03 1979-07-03 Spacer for both vertical and vertical reinforcements

Publications (2)

Publication Number Publication Date
JPS5610714U JPS5610714U (en) 1981-01-29
JPS5922825Y2 true JPS5922825Y2 (en) 1984-07-07

Family

ID=29325118

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979092102U Expired JPS5922825Y2 (en) 1979-07-03 1979-07-03 Spacer for both vertical and vertical reinforcements

Country Status (1)

Country Link
JP (1) JPS5922825Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0642766U (en) * 1992-11-13 1994-06-07 中国パール販売株式会社 Chopstick bag
JP6912796B2 (en) * 2017-01-20 2021-08-04 塩田開発株式会社 Spacer for spraying work

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52127389A (en) * 1976-04-14 1977-10-25 Nat Res Dev Apparatus and method of nuclear magnetic resonance
JPS5381288A (en) * 1976-12-15 1978-07-18 Nat Res Dev Nuclear magnetic resonance method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52127389A (en) * 1976-04-14 1977-10-25 Nat Res Dev Apparatus and method of nuclear magnetic resonance
JPS5381288A (en) * 1976-12-15 1978-07-18 Nat Res Dev Nuclear magnetic resonance method

Also Published As

Publication number Publication date
JPS5610714U (en) 1981-01-29

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