JP2000356006A - Spacer for reinforced concrete construction work - Google Patents
Spacer for reinforced concrete construction workInfo
- Publication number
- JP2000356006A JP2000356006A JP11206641A JP20664199A JP2000356006A JP 2000356006 A JP2000356006 A JP 2000356006A JP 11206641 A JP11206641 A JP 11206641A JP 20664199 A JP20664199 A JP 20664199A JP 2000356006 A JP2000356006 A JP 2000356006A
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- reinforcing bar
- parallel
- semi
- receiver
- 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
Description
【0001】[0001]
【産業上の利用分野】本発明は鉄筋コンクリート工事に
おいて、上下2対の鉄筋を保持、支持するためのスペー
サーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for holding and supporting two pairs of upper and lower rebars in reinforced concrete work.
【0002】[0002]
【従来の技術】鉄筋コンクリートは、ベース上に鉄筋を
組み、板状の枠を組んだ後、コンクリートを注入してい
る。このとき鉄筋をベースから所定の高さを保って支持
する必要がある。この上下2対用鉄筋の支持具として種
々のタイプのスペーサーが使用されている。2. Description of the Related Art In reinforced concrete, concrete is poured after a reinforcing bar is assembled on a base, a plate-like frame is assembled. At this time, it is necessary to support the rebar at a predetermined height from the base. Various types of spacers are used as supports for the upper and lower two pairs of reinforcing bars.
【0003】[0003]
【発明が解決しようとする課題】従来の上下2対用鉄筋
コンクリート工事用スペーサーは鉄筋を保持、支持して
いる時、スペーサーの安定が悪いので倒れたり、所定の
高さに保持できない欠点がある。The conventional upper and lower two-piece reinforced concrete construction spacer has a disadvantage that when holding and supporting the reinforcing bar, the spacer is not stable because of the poor stability of the spacer and cannot be held at a predetermined height.
【0004】[0004]
【課題を解決するための手段】本発明はかかる欠点を除
去するためになされたもので、多角形枠1の立上り側面
2の上部中央25より正面5に向かうU字形状のU字状
鉄筋受け8を底面7と平行でスペーサー16の輻B1全
てにわたって設け、U字状鉄筋受け8の上面9に接する
半円の半円弧鉄筋受け10を底面7と平行で正面5から
裏正面6に向かいスペーサー16の奥行きD1全てにわ
たって設け、立上り裏側面4の上部26を支点として、
半円弧鉄筋受け中心18に向かう抜け止め防止板12を
スペーサー16の奥行きD1全てにわたって設け、底面
7には半円弧鉄筋受け10と平行な半円形の突条13
a,13b,13cを複数個設け、天面14には鉄筋受
け突条15a、15bを1対設けることを特徴とする合
成樹脂製鉄筋コンクリート工事用スペーサーである。SUMMARY OF THE INVENTION The present invention has been made in order to eliminate such a drawback, and has a U-shaped U-shaped rebar receiving member extending from the upper center 25 of the rising side surface 2 of the polygonal frame 1 to the front surface 5. 8 is provided parallel to the bottom surface 7 and over the entire radiant B1 of the spacer 16, and a semicircular semi-arc reinforcing bar receiver 10 in contact with the upper surface 9 of the U-shaped reinforcing bar receiver 8 is parallel to the bottom surface 7 from the front 5 to the rear front 6. 16 is provided over the entire depth D1 and the upper part 26 of the rising back side surface 4 is used as a fulcrum,
A retaining plate 12 is provided over the entire depth D1 of the spacer 16 toward the center 18 of the semicircular reinforcing bar support.
A synthetic resin reinforced concrete construction spacer characterized in that a plurality of a, 13b, 13c are provided, and a pair of reinforcing bar receiving ridges 15a, 15b are provided on the top surface 14.
【0005】[0005]
【作用】1個のスペーサーで上下2対の鉄筋を確実に保
持でき、安定性があるので倒れたりする不具合が発生し
ない。[Function] One pair of spacers can securely hold two pairs of upper and lower rebars, and there is no problem of falling down because of the stability.
【0006】[0006]
【実施例】以下、本発明の第1実施例を図面に基づいて
説明する。図1、2、3、4は本発明のスペーサー16
を示すもので、合成樹脂よりなるスペーサー16は立上
り側面2、立上り裏側面4、立上り上面3、天面14、
底面7からなる多角形枠1と正面5と裏正面6より形成
されている。立上り側面2、立上り裏側面4は平行で、
天面14と底面7も平行で、正面5と裏正面6も平行の
関係になっている。また、立上り側面2及び立上り裏側
面4、天面14及び底面7、正面5及び裏正面6の各々
の位置関係は垂直に形成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to the drawings. 1, 2, 3, and 4 show the spacer 16 of the present invention.
The spacer 16 made of a synthetic resin includes a rising side surface 2, a rising rear side surface 4, a rising upper surface 3, a top surface 14,
It is formed of a polygonal frame 1 having a bottom surface 7, a front surface 5, and a back front surface 6. The rising side 2 and the rising back side 4 are parallel,
The top surface 14 and the bottom surface 7 are also parallel, and the front 5 and the back front 6 are also in a parallel relationship. The positional relationship between the rising side surface 2 and the rising rear side surface 4, the top surface 14 and the bottom surface 7, and the front surface 5 and the back front surface 6 are formed vertically.
【0007】多角形枠1の立上り側面2の上部中央25
より正面5に向かうU字形状のU字状鉄筋受け8を底面
7と平行でスペーサー16の幅B1全てにわたって設け
る。The upper center 25 of the rising side surface 2 of the polygonal frame 1
A U-shaped reinforcing bar receiver 8 having a U-shape toward the front surface 5 is provided parallel to the bottom surface 7 and over the entire width B1 of the spacer 16.
【0008】U字状鉄筋受け8の上面9に接する半円の
半円弧鉄筋受け10を底面7と平行で正面5から裏正面
6に向かいスペーサー16の奥行きD1全てにわたって
設ける。A semicircular semicircular reinforcing bar receiver 10 which is in contact with the upper surface 9 of the U-shaped reinforcing bar receiver 8 is provided parallel to the bottom surface 7 from the front 5 to the rear front 6 over the entire depth D1 of the spacer 16.
【0009】U字状鉄筋受け8の上面9と立上り裏側面
4の上部26の間は空間を形成するよう立上り裏側面4
の上部26を支点として、半円弧鉄筋受け中心18に向
かう抜け止め防止板12をスペーサー16の奥行きD1
全てにわたって設ける。The rising back surface 4 is formed so as to form a space between the upper surface 9 of the U-shaped reinforcing bar receiver 8 and the upper portion 26 of the rising back surface 4.
With the upper part 26 of the spacer serving as a fulcrum, the retaining plate 12 facing the center 18 of the semicircular rebar receiving member is positioned at the depth D1 of the spacer 16.
Provided all over.
【0010】抜け止め防止板12の先端部27は半円弧
鉄筋受け10の円周と接するように形成され、半円弧鉄
筋受け10と抜け止め防止板12の先端部27との間に
隙間Sを保っている。また、抜け止め防止板12の先端
部27の板厚t1は抜け止め防止板12の板厚t2より
大きく形成してある。The tip 27 of the retaining plate 12 is formed so as to be in contact with the circumference of the semicircular reinforcing bar receiver 10, and a gap S is formed between the semicircular reinforcing bar receiver 10 and the distal end 27 of the retaining plate 12. I keep it. The thickness t1 of the tip end portion 27 of the retaining plate 12 is larger than the thickness t2 of the retaining plate 12.
【0011】底面7には半円弧鉄筋受け10と平行な半
円形の突条13a,13b,13cを複数個設ける。A plurality of semicircular ridges 13a, 13b, 13c parallel to the semicircular reinforcing bar receiver 10 are provided on the bottom surface 7.
【0012】天面14には半円弧鉄筋受け中心18を振
り分けとして幅B2を保って、半円弧鉄筋受け10と平
行な矩形状の鉄筋受け突条15a、15bを1対設け
る。The top surface 14 is provided with a pair of rectangular reinforcing bar receiving ridges 15a and 15b parallel to the semi-arc reinforcing bar receiver 10 while maintaining the width B2 with the semi-circular reinforcing bar receiving center 18 being distributed.
【0013】本スペーサー16は重量を軽減するため、
正面5、裏正面6より内側に向かって肉盗み19a、1
9b、19c、19d、19e、19f、19g、19
hを施す。また、本スペーサー16にコンクリートを注
入した場合、コンクリートが完全に充填されるよう仕切
り板28a、28b、28c、28d、28eに貫通穴
20a、20b、20c、20d、20eを設ける。The spacer 16 is used to reduce the weight.
Stealing 19a, 1 inward from the front 5 and the back 6
9b, 19c, 19d, 19e, 19f, 19g, 19
h. When concrete is poured into the spacer 16, the partition plates 28a, 28b, 28c, 28d, and 28e are provided with through holes 20a, 20b, 20c, 20d, and 20e so that the concrete is completely filled.
【0014】本スペーサー16に鉄筋21a,21b,
21c,21dを挿入した状態を図5、6に示す。鉄筋
21aがU字状鉄筋受け8に抵抗なく挿入できるよう、
U字状鉄筋受け8の内径d5は鉄筋21aの外形d1よ
り若干大きく形成する。半円弧鉄筋受け10の内径d6
は、鉄筋21bの外形d2とほぼ同一に形成する。鉄筋
21cを挿入するところの鉄筋受け突条15a、15b
の間隔B2は鉄筋21cの外形d3より数mm大きく形
成する。The reinforcing bars 21a, 21b,
FIGS. 5 and 6 show the state where 21c and 21d are inserted. The rebar 21a can be inserted into the U-shaped rebar receiver 8 without resistance.
The inner diameter d5 of the U-shaped reinforcing bar receiver 8 is formed to be slightly larger than the outer shape d1 of the reinforcing bar 21a. Inner diameter d6 of semicircular reinforcing bar receiver 10
Is formed substantially identical to the outer shape d2 of the reinforcing bar 21b. Reinforcing bar receiving ridges 15a, 15b where reinforcing bar 21c is inserted
Is formed several mm larger than the outer shape d3 of the reinforcing bar 21c.
【0015】底面7の突条13aの先端より、U字状鉄
筋受け8の下面29までの高さH1、天面14までの高
さH2を形成することにより、鉄筋21a、21b、2
1c、21dをスペーサー16に挿入した場合、鉄筋2
1aはベース22からの高さH1を、鉄筋21cはベー
ス22からの高さH2を完全に保持することができる。By forming a height H1 from the tip of the ridge 13a on the bottom surface 7 to the lower surface 29 of the U-shaped reinforcing bar receiver 8 and a height H2 from the top surface 14, the reinforcing bars 21a, 21b, 2
When 1c and 21d are inserted into the spacer 16,
1a can completely hold the height H1 from the base 22, and the reinforcing bar 21c can completely hold the height H2 from the base 22.
【0016】第2実施例を図7、8、9で説明する。U
字状鉄筋受け8の真上23に位置する抜け止め防止板1
2を取り除いたものがスペーサー30である。このスペ
ーサー30の特徴は、鉄筋21a、21bを鋼の材質の
結束線24で結束した後、スペーサー30に挿入する場
合、U字状鉄筋受け8の真上23に位置する抜け止め防
止板12が取り除いてあれば、結束線24が邪魔になら
ないので挿入が可能になる。A second embodiment will be described with reference to FIGS. U
Retaining plate 1 located just above 23 of rebar holder 8
The spacer 30 is obtained by removing 2. The feature of the spacer 30 is that, when the reinforcing bars 21a and 21b are bound by a binding wire 24 made of steel and then inserted into the spacer 30, the retaining prevention plate 12 located just above the U-shaped reinforcing bar receiver 8 is provided. If it is removed, the binding wire 24 will not be in the way, so insertion becomes possible.
【0017】[0017]
【発明の効果】スペーサー16、30は、U字状鉄筋受
け8と半円弧鉄筋受け10を有するので鉄筋21a、2
1bの挿入が容易になり、抜け止め防止板12が作用す
るので鉄筋21a、21bが抜け落ちることはない。Since the spacers 16 and 30 have the U-shaped reinforcing bar receiver 8 and the semicircular reinforcing bar receiver 10, the reinforcing bars 21a and 2b can be used.
Insertion of the reinforcements 1b is facilitated and the retaining plate 12 acts, so that the rebars 21a and 21b do not fall off.
【0018】鉄筋受け突条15a、15bの間に鉄筋2
1cを挿入するので1個のスペーサー16、30で鉄筋
21a、21b及び鉄筋21c、21dの上下2対の鉄
筋を挿入することができ、なおかつ鉄筋21aをベース
22よりの高さH1に、鉄筋21cをベース22よりの
高さH2に完全に保持できる利点がある。The reinforcing bar 2 is located between the reinforcing bar receiving ridges 15a and 15b.
Since 1c is inserted, two pairs of upper and lower rebars of the rebars 21a, 21b and rebars 21c, 21d can be inserted with one spacer 16, 30. Further, the rebar 21a is placed at a height H1 above the base 22, and the rebar 21c is inserted. Can be completely maintained at the height H2 above the base 22.
【図1】 本発明の第1実施例に係るスペーサーの斜視
図である。FIG. 1 is a perspective view of a spacer according to a first embodiment of the present invention.
【図2】 上記スペーサーのA方向より見た斜視図であ
る。FIG. 2 is a perspective view of the spacer as viewed from a direction A.
【図3】 上記スペーサーの正面図である。FIG. 3 is a front view of the spacer.
【図4】 上記スペーサーのB−B方向の断面説明図で
ある。FIG. 4 is an explanatory cross-sectional view of the spacer taken along line BB.
【図5】 上記スペーサーに鉄筋を挿入した状態の斜視
図である。FIG. 5 is a perspective view showing a state where a reinforcing bar is inserted into the spacer.
【図6】 第5図のスペーサー部の拡大斜視図である。FIG. 6 is an enlarged perspective view of a spacer portion of FIG.
【図7】 第2実施例に係るスペーサーの斜視図であ
る。FIG. 7 is a perspective view of a spacer according to a second embodiment.
【図8】 上記スペーサーのc方向より見た斜視図であ
る。FIG. 8 is a perspective view of the spacer viewed from a direction c.
【図9】 上記スペーサーに鉄筋を挿入した状態の拡大
斜視図である。FIG. 9 is an enlarged perspective view of a state where a reinforcing bar is inserted into the spacer.
1 多角形枠 2 立上り側面 4 立上り裏側面 5 正面 6 裏正面 7 底面 8 U字状鉄筋受け 10 半円弧鉄筋受け 12 抜け止め防止板 13a 突条 13b 突条 13c 突条 15a 鉄筋受け突条 15b 鉄筋受け突条 16 スペーサー 22 ベース 30 スペーサー DESCRIPTION OF SYMBOLS 1 Polygon frame 2 Rise side 4 Rise back side 5 Front 6 Back front 7 Bottom 8 U-shaped rebar support 10 Semicircular rebar support 12 Retaining prevention plate 13a Protrusion 13b Protrusion 13c Protrusion 15a Rebar reception protrusion 15b Rebar Receiving ridge 16 Spacer 22 Base 30 Spacer
Claims (2)
より正面5に向かうU字形状のU字状鉄筋受け8を底面
7と平行でスペーサー16の幅B1全てにわたって設
け、U字状鉄筋受け8の上面9に接する半円の半円弧鉄
筋受け10を底面7と平行で正面5から裏正面6に向か
いスペーサー16の奥行きD1全てにわたって設け、立
上り裏側面4の上部26を支点として、半円弧鉄筋受け
中心18に向かう抜け止め防止板12をスペーサー16
の奥行きD1全てにわたって設け、底面7には半円弧鉄
筋受け10と平行な半円形の突条13a,13b,13
cを複数個設け、天面14には鉄筋受け突条15a、1
5bを1対設けることを特徴とする合成樹脂製鉄筋コン
クリート工事用スペーサー。1. An upper center 25 of a rising side surface 2 of a polygonal frame 1.
A U-shaped U-shaped reinforcing bar receiver 8 that is closer to the front surface 5 is provided in parallel with the bottom surface 7 and over the entire width B1 of the spacer 16. A spacer 16 is provided in parallel with the bottom surface 7 from the front 5 to the back front 6 over the entire depth D1 of the spacer 16, and with the upper part 26 of the rising back side surface 4 serving as a fulcrum toward the center 18 of the semicircular reinforcing bar receiving member.
Are provided over the entire depth D1 and the bottom surface 7 has semicircular ridges 13a, 13b, 13 parallel to the semicircular reinforcing bar receiver 10.
c, a plurality of reinforcing strips 15a, 1
A spacer for reinforced concrete construction made of synthetic resin, comprising a pair of 5b.
け止め防止板12を取り除いたことを特徴とする請求項
1記載の合成樹脂製鉄筋コンクリート工事用スペーサ
ー。2. The spacer for reinforced concrete construction made of synthetic resin according to claim 1, wherein the retaining prevention plate 12 located just above the U-shaped reinforcing bar receiver 8 is removed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11206641A JP2000356006A (en) | 1999-06-15 | 1999-06-15 | Spacer for reinforced concrete construction work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11206641A JP2000356006A (en) | 1999-06-15 | 1999-06-15 | Spacer for reinforced concrete construction work |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000356006A true JP2000356006A (en) | 2000-12-26 |
Family
ID=16526727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11206641A Pending JP2000356006A (en) | 1999-06-15 | 1999-06-15 | Spacer for reinforced concrete construction work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000356006A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113617982A (en) * | 2021-08-09 | 2021-11-09 | 江苏松投装配式建筑有限公司 | Laying equipment is tied up with reinforcing bar to superimposed sheet production |
-
1999
- 1999-06-15 JP JP11206641A patent/JP2000356006A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113617982A (en) * | 2021-08-09 | 2021-11-09 | 江苏松投装配式建筑有限公司 | Laying equipment is tied up with reinforcing bar to superimposed sheet production |
CN113617982B (en) * | 2021-08-09 | 2022-04-01 | 江苏松投装配式建筑有限公司 | Laying equipment is tied up with reinforcing bar to superimposed sheet production |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2004221612B2 (en) | Improved reinforcing wire mesh chair | |
US20030221386A1 (en) | Masonry block locking device | |
JP2000356006A (en) | Spacer for reinforced concrete construction work | |
JP2005002637A (en) | Composite rib floor slab | |
KR100713186B1 (en) | Steel bar spacer for concrete wall structure | |
JP3768356B2 (en) | Formwork separator | |
JP3769548B2 (en) | Spacer for both reinforcing bar and PC cable protection sheath | |
KR100696278B1 (en) | Spacer using by Plat panel | |
JPS6126501Y2 (en) | ||
JPH0118756Y2 (en) | ||
JPH0634501Y2 (en) | Spacer | |
JP3236839B2 (en) | Rebar spacer | |
KR200231222Y1 (en) | Reinforcing bar space maintain unit for deck plate | |
JPS634133Y2 (en) | ||
AU609162B2 (en) | Wall tie device | |
JP2729984B2 (en) | Base reinforcement unit and rebar unit for building foundation | |
JP2960887B2 (en) | Concrete formwork support | |
JP3990083B2 (en) | Plastic concrete spacer | |
KR200277914Y1 (en) | A clamp | |
JP2580331Y2 (en) | Concrete formwork support | |
JP2781507B2 (en) | Reinforcement spacing retainer in concrete products | |
JPH1060910A (en) | Device for assembling non-form-removal type form for constructing continuous footing and simplified foundation | |
KR970006111Y1 (en) | Steel reinforcing separator for concrete slab | |
JPH10102511A (en) | Concrete foundation placing form and reinforcement positioning means | |
JP2003184097A (en) | Form reinforcement for forming grating crib |