JP2889498B2 - Rebar spacing tool - Google Patents
Rebar spacing toolInfo
- Publication number
- JP2889498B2 JP2889498B2 JP22348794A JP22348794A JP2889498B2 JP 2889498 B2 JP2889498 B2 JP 2889498B2 JP 22348794 A JP22348794 A JP 22348794A JP 22348794 A JP22348794 A JP 22348794A JP 2889498 B2 JP2889498 B2 JP 2889498B2
- Authority
- JP
- Japan
- Prior art keywords
- holding
- rebar
- reinforcing bar
- width
- holding piece
- 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 - Lifetime
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 55
- 238000000465 moulding Methods 0.000 claims description 27
- 238000003780 insertion Methods 0.000 claims description 21
- 230000037431 insertion Effects 0.000 claims description 21
- 238000009415 formwork Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、鉄筋組を成形用型枠
から離間した状態に保持するための鉄筋間隔保持具に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rebar spacing holder for holding a rebar set apart from a forming mold.
【0002】[0002]
【従来の技術】一般に、コンクリート製品に埋設される
鉄筋組を、成形用型枠から浮いた状態で保持する鉄筋間
隔保持具21として図6に示すようなものがある。すな
わち、嵌挿支持部22は円筒状に形成され、横鉄筋に嵌
挿される。間隔保持部23は嵌挿支持部22の先端外周
面に同嵌挿支持部22と直交するように形成された長短
一対の保持腕24からなっている。鉄筋挟持部25は一
方の保持腕24の基端部の両側に、同保持腕24と直交
するように形成された一対の支持腕26を備えている。
支持腕26の基端部上面には柱状をなす挟持片27、2
8がそれぞれ一対ずつ立設されている。2. Description of the Related Art In general, as shown in FIG. 6, there is provided a rebar spacing holder 21 for holding a rebar set embedded in a concrete product in a state of being floated from a forming mold. That is, the insertion support portion 22 is formed in a cylindrical shape, and is inserted into the horizontal reinforcing bar. The space holding portion 23 is composed of a pair of long and short holding arms 24 formed on the outer peripheral surface of the distal end of the insertion support portion 22 so as to be orthogonal to the insertion support portion 22. The rebar holding portion 25 includes a pair of support arms 26 formed on both sides of the base end of one holding arm 24 so as to be orthogonal to the holding arm 24.
On the upper surface of the base end portion of the support arm 26, a column-shaped holding piece 27, 2
8 are erected in pairs.
【0003】前記挟持片27、28は互いに所定間隔離
間して支持腕26から突出形成されるとともに、その外
壁面が円弧状に形成されており、図9(a)に示すよう
に、上面より見て支持腕26の中心線に線対称な外形扇
形をなしている。そして、両挟持片27、28間に縦鉄
筋が当接されることにより、それら挟持片27、28は
同程度外側に撓み、その縦鉄筋を挟持凹部29にて挟持
するようになっている。The holding pieces 27 and 28 project from the support arm 26 at a predetermined interval from each other, and have an outer wall surface formed in an arc shape. As shown in FIG. It has a fan shape that is symmetrical with respect to the center line of the support arm 26 when viewed. When the vertical reinforcing bars come into contact between the holding pieces 27 and 28, the holding pieces 27 and 28 bend outward to the same extent, and the vertical reinforcing bars are held by the holding recess 29.
【0004】前記鉄筋間隔保持具21を横鉄筋と縦鉄筋
との交差部において装着することにより、鉄筋組が型枠
内で浮いた状態に保持されるようになっている。図7に
示すように、前記鉄筋間隔保持具21は、固定型32及
び可動型33からなる成形用金型31を用いて射出成形
されている。この鉄筋間隔保持具21における保持腕2
4及び支持腕26の上面を両型32、33間のPL(パ
ーティングライン)面とし、固定型32には挟持片2
7、28を除く形状に対応した成形型34が穿設されて
いる。可動型33には挟持片27、28に対応する位置
に円管状のピン孔35が貫設形成されている。なお、図
示しないが、図7の奥側に他方の挟持片27、28用の
ピン孔が形成されている。[0004] By mounting the rebar spacing holder 21 at the intersection of the horizontal rebar and the vertical rebar, the rebar set is held in a floating state in the formwork. As shown in FIG. 7, the rebar spacing holder 21 is injection-molded using a molding die 31 including a fixed die 32 and a movable die 33. The holding arm 2 of the rebar spacing holder 21
4 and the upper surface of the support arm 26 are a PL (parting line) surface between the two dies 32 and 33, and the fixed
A molding die 34 corresponding to a shape excluding 7 and 28 is formed. A tubular pin hole 35 is formed in the movable mold 33 at a position corresponding to the holding pieces 27 and 28. Although not shown, pin holes for the other holding pieces 27 and 28 are formed on the back side in FIG.
【0005】そして、円柱状をなす入れ子ピン36はそ
の先端部に前記対称な挟持片27、28と対応する形状
をなす上面鍵穴形の成形部37が形成され、前記ピン孔
35に挿入配置されている。そして、固定型32と可動
型33を接合し、射出成形した後に可動型33を後退さ
せることにより、押し出しピン38が突出され、入れ子
ピン36の成形部37と挟持部27、28とが無理抜き
されて成形用金型31から鉄筋間隔保持具21が離型さ
れる。なお、図示しないが、他方の挟持片27、28用
の入れ子ピンの成形部形状は入れ子ピン36と対称に表
れ、他方のピン孔に挿入配置される。[0005] The cylindrical nesting pin 36 is formed at its tip with an upper-side keyhole-shaped forming part 37 having a shape corresponding to the symmetrical holding pieces 27 and 28, and is inserted and arranged in the pin hole 35. ing. Then, the fixed die 32 and the movable die 33 are joined, and after the injection molding, the movable die 33 is retracted, so that the pushing pin 38 is protruded, and the molded portion 37 of the nesting pin 36 and the holding portions 27 and 28 are forcibly removed. Then, the rebar spacing holder 21 is released from the molding die 31. Although not shown, the shape of the molding portion of the nesting pin for the other holding pieces 27 and 28 appears symmetrically with the nesting pin 36 and is inserted and arranged in the other pin hole.
【0006】ところが、前記鉄筋組はその縦鉄筋が前記
のものより細いものが使用される場合がある。これに対
応する鉄筋間隔保持具(図示しない)を得るためには、
縦鉄筋の径が細くなった分だけ可動型33のピン孔35
の位置を嵌挿支持部22側にずらした別個の可動型(図
示しない)を使用し、さらに、入れ子ピン(図示しな
い)の先端形状も成形部37の円形部39の径を前記入
れ子ピン36と比べて縮小した別個の入れ子ピンで対応
しなくてはならず、コスト高となってしまう。However, there is a case where the reinforcing bar set has a vertical reinforcing bar that is thinner than the above. In order to obtain a corresponding rebar spacing holder (not shown),
Pin hole 35 of movable mold 33 as much as the diameter of the vertical reinforcing bar is reduced.
Of the nesting pin (not shown), the diameter of the circular portion 39 of the molding portion 37 is also adjusted by the nesting pin 36. In this case, a separate nested pin which is smaller than that of the conventional method has to cope with the problem, resulting in an increase in cost.
【0007】従って、従来は、ピン孔35の位置をその
まま利用して、可動型33を共用するために、前記入れ
子ピン36を図8において二点鎖線で示すような成形部
43形状を有する入れ子ピン42と交換して、縦鉄筋が
細い場合に対応する鉄筋間隔保持具41をコストを抑え
て成形していた。すなわち、入れ子ピン42の成形部4
3における円形部44の径は前記入れ子ピン36と比べ
て小さく、なおかつ、成形部44は入れ子ピン36の成
形部37全体を嵌挿支持部22側(図8において左側)
にずらした形状をなすものである。Therefore, conventionally, in order to share the movable mold 33 by using the position of the pin hole 35 as it is, the nesting pin 36 has a nesting shape having a molding portion 43 shape as shown by a two-dot chain line in FIG. In place of the pin 42, the rebar spacing holder 41 corresponding to the case where the vertical rebar is thin is formed at a reduced cost. That is, the molding part 4 of the nesting pin 42
The diameter of the circular portion 44 in 3 is smaller than that of the nesting pin 36, and the forming portion 44 fits the entire forming portion 37 of the nesting pin 36 toward the insertion support portion 22 (left side in FIG. 8).
The shape is shifted from the shape shown in FIG.
【0008】従って、前記入れ子ピン42を用いて得ら
れた細い縦鉄筋に対応する鉄筋間隔保持具41は、図9
(b)に示すような挟持片45、46形状となってい
る。すなわち、一方の挟持片45は入れ子ピン42の成
形部43が全体的に嵌挿支持部22側にずれた分だけ、
鉄筋保持金具21と比較して厚みL2、幅H2共に広く
なり、対応する他方の挟持片46は厚みL3、幅H3共
に狭くなっている。[0008] Accordingly, the rebar spacing holder 41 corresponding to the thin vertical rebar obtained by using the nesting pin 42 is shown in FIG.
The holding pieces 45 and 46 are shaped as shown in FIG. That is, one of the holding pieces 45 has an amount corresponding to that the molding portion 43 of the nesting pin 42 is entirely shifted toward the insertion / support portion 22.
Both the thickness L2 and the width H2 are wider than the rebar holding bracket 21, and the other corresponding holding piece 46 is narrower in both the thickness L3 and the width H3.
【0009】[0009]
【発明が解決しようとする課題】ところが、挟持片4
5、46が前記のような形状であると、厚みL、幅Hが
狭くなった一方の挟持片46においては撓み易くなり、
広くなった挟持片45においては撓み難くなる。つま
り、鉄筋間隔保持具41に縦鉄筋を嵌挿する際に、両挟
持片45、46がバランス良く拡開されず、狭くなった
挟持片46が主として変形される。従って、この挟持片
46の変形量が大きくなって、破損され易くなる等の問
題が発生していた。However, the holding piece 4
When the shape of each of the holding members 46 is reduced, the thickness L and the width H are easily reduced.
It becomes difficult to bend the widened holding piece 45. That is, when the vertical rebar is inserted into the rebar spacing holder 41, the two holding pieces 45 and 46 are not expanded in a well-balanced manner, and the narrow holding piece 46 is mainly deformed. Therefore, there has been a problem that the amount of deformation of the holding piece 46 is increased and the holding piece 46 is easily damaged.
【0010】なお、図示しないが、前記とは逆に縦鉄筋
が太いものに対応する場合には、入れ子ピン42におけ
る成形部43のずれ方向、すなわち、前記挟持片45、
46の太さ関係が逆に構成され、同じく厚みL2、幅H
2が狭くなった側の挟持片45が破損され易くなってい
た。[0010] Although not shown, in the case where the vertical reinforcing bar is thicker, the displacement direction of the molded portion 43 in the nesting pin 42, that is, the holding piece 45,
The thickness relationship of 46 is reversed, and the thickness L2 and the width H are also the same.
The holding piece 45 on the side where 2 became narrow was easily damaged.
【0011】本発明は、上記従来技術に存在する問題点
に着目してなされたものであって、その目的は、縦鉄筋
の径が変更された場合においても変更前の鉄筋間隔保持
具と成形用金型を共用してなおかつ、挟持片の強度が低
下されることのない鉄筋間隔保持具を提供することにあ
る。SUMMARY OF THE INVENTION The present invention has been made in view of the problems existing in the prior art described above, and has as its object to form the reinforcing bar gap holding tool before the change even when the diameter of the vertical reinforcing bar is changed. It is an object of the present invention to provide a rebar spacing holder that shares a tooling die and does not reduce the strength of a holding piece.
【0012】[0012]
【課題を解決するための手段】上記目的を達成するため
に、請求項1の発明では、横鉄筋を嵌挿支持する筒状の
嵌挿支持部と、同嵌挿支持部の軸線と交差する方向に一
体成形され、鉄筋組を型枠内で浮いた状態に保持する間
隔保持部と、同間隔保持部の上面に一体に形成され縦鉄
筋を挟持する鉄筋挟持部とからなり、同鉄筋挟持部は、
一対の挟持片により構成されており、さらに、一方の挟
持片の厚みを他方の挟持片の厚みより広くするととも
に、幅を他方の挟持片の幅より狭くした鉄筋間隔保持具
である。In order to achieve the above object, according to the first aspect of the present invention, a tubular insertion support portion for inserting and supporting a horizontal reinforcing bar intersects with an axis of the insertion support portion. A space holding portion that is integrally formed in the direction and holds the reinforcing bar set in a floating state in the formwork, and a reinforcing bar holding portion that is integrally formed on the upper surface of the spacing holding portion and holds the vertical reinforcing bar. The department is
This is a rebar spacing holding tool which is constituted by a pair of holding pieces and further has a thickness of one holding piece wider than a thickness of the other holding piece and a width smaller than the width of the other holding piece.
【0013】請求項2の発明では、前記一方の挟持片の
厚みと他方の挟持片の幅、及び一方の幅と他方の厚みは
それぞれ略同じ長さである。請求項3の発明では、前記
嵌挿支持部の成形用型枠と当接する側の端部に補強部を
設け、同補強部に成形用型枠に対して点接触する接触部
を形成したものである。According to the second aspect of the present invention, the thickness of the one holding piece and the width of the other holding piece, and the one width and the other thickness are substantially the same length. According to the third aspect of the present invention, a reinforcing portion is provided at an end of the insertion support portion on the side of contact with the forming mold, and a contact portion that makes point contact with the forming mold is formed on the reinforcing portion. It is.
【0014】[0014]
【作用】前記構成の請求項1の発明においては、一方の
挟持片の厚みを他方の挟持片の厚みより広くし、幅を他
方の挟持片より狭くした。つまり、入れ子ピンの変更の
みで、縦鉄筋の径を変更する前の鉄筋組に対応する鉄筋
間隔保持具と成形用金型を共用して、縦鉄筋の径が変更
された分だけ、狭くなった一方の挟持片の厚みに対応し
て、その幅を他方の挟持片の幅より広くしたものであ
る。従って、従来のように一方の挟持片が他方に比べて
厚み、幅共に狭くなることはなく、強度的に弱くなるこ
とを防止できる。According to the first aspect of the present invention, the thickness of one holding piece is made wider than the thickness of the other holding piece, and the width is made narrower than the other holding piece. In other words, only by changing the nesting pin, the rebar spacing holder for the rebar set before changing the diameter of the vertical rebar and the forming die are used in common, and it becomes narrower by the changed diameter of the vertical rebar. The width of the one holding piece is made wider than the width of the other holding piece corresponding to the thickness of the other holding piece. Therefore, unlike the related art, one of the holding pieces does not become narrower in both thickness and width than the other, and it can be prevented that the strength becomes weaker.
【0015】請求項2の発明においては、一方の挟持片
の厚みと他方の挟持片の幅及び一方の幅と他方の厚みを
略同一としたことにより、縦鉄筋を鉄筋挟持部に嵌挿す
る際においても、両挟持片の撓み度合いが略同等とな
り、一方に変形量が偏って、破損されることを防止でき
る。According to the second aspect of the present invention, the thickness of one of the holding pieces and the width of the other holding piece and the width of one of the holding pieces are made substantially equal to each other, so that the vertical reinforcing bar is inserted into the holding portion of the reinforcing bar. In this case as well, the degree of bending of the two holding pieces becomes substantially equal, and it is possible to prevent the amount of deformation from being biased to one side and prevent damage.
【0016】請求項3の発明においては、補強部に成形
用型枠に対して点接触する接触部が形成されているた
め、コンクリート製品の表面に嵌挿支持部の端部の露出
がすくなく、同コンクリート製品の外嵌が良好に保て
る。According to the third aspect of the present invention, since the reinforcing portion is provided with a contact portion which is in point contact with the molding frame, the end of the insertion support portion is not easily exposed on the surface of the concrete product. The external fitting of the concrete product can be kept good.
【0017】[0017]
【実施例】以下、この発明を具体化した一実施例を図面
に従って説明する。図4に示すように、本実施例の鉄筋
間隔保持具1は鉄筋組Tに装着された状態で、鉄筋組T
とともにコンクリート製品の成形用型枠K内に配置され
る。鉄筋組Tは図4の紙面裏側から表側方向に直線状に
形成された縦鉄筋T1と、上下方向に直線状に形成され
た横鉄筋T2とが直交するようにして溶接され構成され
ている。この縦鉄筋T1は図6に示す鉄筋間隔保持具2
1が対応する縦鉄筋より細いものである。そして、鉄筋
間隔保持具1は鉄筋組Tの最下段において縦鉄筋T1と
横鉄筋T2との交差部に装着される。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. As shown in FIG. 4, in the state where the rebar spacing holder 1 of the present embodiment is mounted on the rebar set T, the rebar set T
At the same time, it is arranged in a mold K for molding a concrete product. The reinforcing bar set T is formed by welding such that a vertical reinforcing bar T1 formed linearly in the front side direction from the back side of the paper surface of FIG. 4 and a horizontal reinforcing bar T2 formed linearly in the vertical direction are orthogonal to each other. This vertical rebar T1 is a rebar spacing holder 2 shown in FIG.
1 is thinner than the corresponding vertical reinforcing bar. Then, the rebar spacing holder 1 is attached to the intersection of the vertical rebar T1 and the horizontal rebar T2 at the lowest stage of the rebar set T.
【0018】図1に示すように、鉄筋間隔保持具1は嵌
挿支持部2と間隔保持部3と鉄筋挟持部4とから構成さ
れており、合成樹脂により一体成形されている。嵌挿支
持部2は円筒状に形成され、横鉄筋T2に嵌挿される。
間隔保持部3は嵌挿支持部2の端部に同嵌挿支持部2と
直交するように形成された第一保持腕5と、第一保持腕
5の反対側に形成された第二保持腕6とからなる。第一
保持腕5は第二保持腕6よりも長くかつ、両腕5、6の
両端間の間隔が成形用型枠Kの内壁間隔にほぼ等しくな
るような長さに形成されている。As shown in FIG. 1, the rebar spacing holder 1 is composed of a fitting support part 2, a spacing holding part 3, and a rebar holding part 4, and is integrally formed of synthetic resin. The insertion support portion 2 is formed in a cylindrical shape, and is inserted into the horizontal reinforcing bar T2.
The space holding portion 3 has a first holding arm 5 formed at the end of the insertion support portion 2 so as to be orthogonal to the insertion support portion 2, and a second holding arm formed on the opposite side of the first holding arm 5. It consists of an arm 6. The first holding arm 5 is longer than the second holding arm 6 and is formed to have a length such that the distance between both ends of both arms 5 and 6 is substantially equal to the distance between the inner walls of the forming frame K.
【0019】前記鉄筋挟持部4は第二保持腕6の基端部
の両側端に、同第二保持腕6と直交するように形成され
た一対の支持腕7を備えている。この支持腕7は先細で
縦鉄筋T1を支持可能な所定の長さの直線状に形成され
ている。また、支持腕7の基端部上面には柱状をなす各
一対の挟持片8、9がそれぞれ立設されている。挟持片
8、9は互いに所定間隔離間して支持腕7から突出形成
されるとともに、その外壁面が円弧状に形成されてい
る。また、挟持片8、9の相対する内壁面の下部間には
半円状の挟持凹部10が形成されており、縦鉄筋T1を
支持腕7上に支持した状態で挟持可能となっている。The rebar holding portion 4 has a pair of support arms 7 formed at both ends of the base end of the second holding arm 6 so as to be orthogonal to the second holding arm 6. The support arm 7 is tapered and formed in a linear shape having a predetermined length capable of supporting the vertical reinforcing bar T1. A pair of holding pieces 8 and 9 each having a columnar shape are provided upright on the upper surface of the base end of the support arm 7. The holding pieces 8 and 9 are formed so as to protrude from the support arm 7 while being separated from each other by a predetermined distance, and the outer wall surfaces thereof are formed in an arc shape. Further, a semicircular holding concave portion 10 is formed between the lower portions of the inner wall surfaces of the holding pieces 8 and 9 facing each other, so that the vertical reinforcing bar T1 can be held while being supported on the support arm 7.
【0020】さらに、挟持片8、9の内壁面中央から先
端面に亘って外向きに広がる斜状のガイド面11が形成
されている。また、ガイド面11に縦鉄筋T1が当接し
た状態で押圧されることにより挟持片8、9が外側に広
がって、その縦鉄筋T1を挟持凹部10にて挟持するよ
うになっている。そして、各一対の挟持片8、9が挟持
凹部10において縦鉄筋T1を支持腕7上に支持した状
態に挟持し、鉄筋間隔保持具1の図1及び図4における
上下方向へのがたつきが防止される。Further, an oblique guide surface 11 is formed which extends outward from the center of the inner wall surface of the holding pieces 8 and 9 to the front end surface. When the vertical reinforcing bar T1 is pressed against the guide surface 11, the holding pieces 8 and 9 are spread outward by the pressing, and the vertical reinforcing bar T1 is held by the holding recess 10. Then, each pair of holding pieces 8 and 9 hold the vertical reinforcing bar T1 in the holding recess 10 in a state where the vertical reinforcing bar T1 is supported on the support arm 7, and the reinforcing bar interval holding tool 1 rattles in the vertical direction in FIGS. Is prevented.
【0021】図2に示すように、本実施例において、前
記各一対の挟持片8、9は、一方の挟持片8の厚みL1
が他方の幅H2と略同一であり、なおかつ、一方の挟持
片8の幅H1が他方の挟持片9の厚みL2と略同一とな
っている。つまり、図6に示す対称形状な挟持片27、
28を有する鉄筋間隔保持具21と比較して、一方の挟
持片9は厚みL2が狭くなった分、幅H2を他方の挟持
片8と比較して広く形成し、弾性力を他方の挟持片8と
略同一としたものである。As shown in FIG. 2, in this embodiment, each of the pair of holding pieces 8 and 9 has a thickness L1 of one holding piece 8.
Are substantially the same as the width H2 of the other, and the width H1 of one holding piece 8 is substantially the same as the thickness L2 of the other holding piece 9. That is, the symmetrical holding piece 27 shown in FIG.
As compared with the rebar spacing holder 21 having the holding member 28, the one holding piece 9 is formed to have a width H2 wider than the other holding piece 8 by an amount corresponding to the reduced thickness L2, and the elastic force of the other holding piece is reduced. 8 is substantially the same as FIG.
【0022】さて、図4に示すように、鉄筋間隔保持具
1は、鉄筋組Tの最下段にて縦鉄筋T1と横鉄筋T2と
の交差部に装着される。最初に、鉄筋間隔保持具1の嵌
挿支持部2内に横鉄筋T2を挿入する。次いで、縦鉄筋
T1に各一対の挟持片8、9のガイド面11を当接させ
る。次に、この状態で鉄筋間隔保持具1全体を押込む
と、各挟持片8、9がその弾性に抗して押し広げられ、
縦鉄筋T1が挟持凹部10内に入り込んで挟持される。
この時、両挟持片8、9は厚みL及び幅Hが異なるが、
前述したように、トータル的な弾性力が略同一となって
いるため、同程度撓んで拡開される。Now, as shown in FIG. 4, the rebar spacing holder 1 is attached to the intersection of the vertical rebar T1 and the horizontal rebar T2 at the bottom of the rebar set T. First, the horizontal reinforcing bar T2 is inserted into the fitting support portion 2 of the reinforcing bar interval holding tool 1. Next, the guide surfaces 11 of the pair of holding pieces 8 and 9 are brought into contact with the vertical reinforcing bar T1. Next, in this state, when the entire rebar spacing holder 1 is pushed in, each of the holding pieces 8 and 9 is pushed open against its elasticity,
The vertical reinforcing bar T1 enters the holding recess 10 and is held.
At this time, the two holding pieces 8 and 9 have different thicknesses L and widths H,
As described above, since the total elastic force is substantially the same, it is bent and expanded to the same extent.
【0023】そして、鉄筋間隔保持具1が装着された鉄
筋組Tを型枠K内に配置すると、鉄筋組Tは嵌挿支持部
1の端部と型枠Kの内底面とが当接することにより支持
される。また、鉄筋Tは間隔保持部3の第一、第二保持
腕5、6により成形用型枠Kから離間した状態に保持さ
れる。そして、型枠内Kにコンクリートが注入されて所
望のコンクリート製品が成形される。When the rebar set T on which the rebar spacing holder 1 is mounted is arranged in the formwork K, the rebar set T comes into contact with the end of the insertion support portion 1 and the inner bottom surface of the formwork K. Supported by Further, the reinforcing bar T is held by the first and second holding arms 5 and 6 of the interval holding section 3 in a state of being separated from the molding frame K. Then, concrete is poured into the inside of the mold frame K to form a desired concrete product.
【0024】前記鉄筋間隔保持具1は次のようにして得
られる。すなわち、図6及び図7に示す、鉄筋間隔保持
具21と固定型32及び可動型33を共用して、入れ子
ピン36の交換のみでこの実施例の鉄筋間隔保持具1を
成形するものである。図3に示すように、本実施例の入
れ子ピン13は、その先端部に形成された成形部14
が、上面鍵穴形状の柱体をなしている。そして、同成形
部14は全体的に嵌挿支持部2側(矢印X方向)にずれ
ており、しかも、成形部14の側壁15は嵌挿支持部2
側が高く、反対側が低くなっている。つまり、入れ子ピ
ン13先端部における紙面手前側の凹部16は挟持片9
に対応する形状をなしており、その側壁15の高さS1
は挟持片9の幅H2に対応し、ピン先端部の縁端長E1
は厚みL2に対応している。また、矢印X方向に対して
反対側の凹部17は他方の挟持片8に対応する形状をな
している。つまり、凹部16に比べて低い側壁15(S
2)は挟持片8の幅H1に対応し、ピン先端部の縁端長
E2は挟持片8の厚みL1に対応している。The rebar spacing holder 1 is obtained as follows. That is, as shown in FIGS. 6 and 7, the rebar spacing holder 21 and the fixed mold 32 and the movable mold 33 are shared, and the rebar spacing holder 1 of this embodiment is formed only by replacing the nesting pins 36. . As shown in FIG. 3, the nesting pin 13 of the present embodiment has a molding portion 14 formed at a tip end thereof.
However, it forms a pillar having a keyhole shape on the upper surface. The molding part 14 is shifted as a whole toward the insertion support part 2 (in the direction of the arrow X), and the side wall 15 of the molding part 14 is
The side is high and the other side is low. That is, the concave portion 16 on the front side of the drawing at the tip of the nesting pin 13 is
And the height S1 of the side wall 15
Corresponds to the width H2 of the holding piece 9 and the edge length E1 of the pin tip.
Corresponds to the thickness L2. The recess 17 on the opposite side to the arrow X direction has a shape corresponding to the other holding piece 8. That is, the side wall 15 (S
2) corresponds to the width H1 of the holding piece 8, and the edge length E2 of the pin tip corresponds to the thickness L1 of the holding piece 8.
【0025】そして、前記入れ子ピン13は図7に示す
成形用金型31において、従来の入れ子ピン36と変更
されてピン孔35に挿入される。工程は従来技術と同様
であるため、説明は省略する。The nesting pin 13 is inserted into the pin hole 35 in the molding die 31 shown in FIG. The steps are the same as in the prior art, and a description thereof will be omitted.
【0026】上記したように本実施例の鉄筋間隔保持具
1においては、縦鉄筋T1が細くなった場合において
も、図7及び図8に示す入れ子ピン36に変えて、図3
に示す形状の入れ子ピン13を用いて成形し、図6に示
す鉄筋間隔保持具21と成形用金型31を共用すること
ができ、製造コストの低減可能である。そのうえ、挟持
片8、9の弾性力が略同一となり、鉄筋挟持部4を拡開
する際においても、両挟持片8、9が同程度変形され、
一方に縦鉄筋T1の押し込みによる応力が集中されるこ
とがない。従って、挟持片8、9の破損を防止すること
ができる。As described above, in the rebar spacing holder 1 of this embodiment, even when the vertical rebar T1 becomes thinner, the nesting pin 36 shown in FIGS.
The nesting pin 13 having the shape shown in FIG. 6 can be used to share the rebar spacing holder 21 and the molding die 31 shown in FIG. 6, and the manufacturing cost can be reduced. In addition, the elasticity of the holding pieces 8 and 9 becomes substantially the same, and when the reinforcing bar holding section 4 is expanded, both holding pieces 8 and 9 are deformed to the same extent,
On the other hand, stress due to the pushing of the vertical rebar T1 is not concentrated. Therefore, breakage of the holding pieces 8 and 9 can be prevented.
【0027】なお、この発明は上記実施例に限定される
ことはなく、この発明の趣旨から逸脱しない範囲で以下
のようにしてもよい。 (1)前記嵌挿支持部2の先端を図5に示すような形状
に変更すること。すなわち、嵌挿支持部2の端部を補強
する補強部18は、嵌挿支持部2の先端において、半円
板状をなす2枚の板状体19が十字状に形成されてい
る。これら板状体19の先端は円弧状に形成され、両板
状体19の交差部の周縁が接触部20として型枠Kに点
接触するようになっている。このようにすれば、コンク
リート製品の成形時のひけ等による成形不良を防止でき
る。 (2)前記挟持片8、9の厚み、幅の大小関係を逆に構
成すること。つまり、図6に示す鉄筋間隔保持具21に
対して、縦鉄筋T1の径が太い場合に対応させるための
鉄筋間隔保持具である。このようにすれば、鉄筋間隔保
持具21と成形用金型31を共用し、入れ子ピン36の
交換のみでコストを低減できるし、しかも、一方の挟持
片が強度的に弱くなることがない。 (3)上記実施例には第一保持腕5が第二保持腕6より
長く形成された鉄筋間隔保持具1に具体化されていた。
しかし、これを変更して、第一保持腕5が第二保持腕6
と同長或いは第二保持腕6より短い鉄筋間隔保持具に具
体化する。It should be noted that the present invention is not limited to the above-described embodiment, and may be made as follows without departing from the spirit of the present invention. (1) The tip of the insertion support portion 2 is changed to a shape as shown in FIG. That is, in the reinforcing portion 18 for reinforcing the end portion of the insertion support portion 2, two semi-disc-shaped plate-like bodies 19 are formed in a cross shape at the tip of the insertion support portion 2. The distal ends of these plate-like members 19 are formed in an arc shape, and the periphery of the intersection of the two plate-like members 19 is brought into point contact with the form K as a contact part 20. In this way, it is possible to prevent molding defects due to sink marks and the like during molding of the concrete product. (2) The relationship between the thickness and width of the holding pieces 8 and 9 is reversed. In other words, this is a rebar spacing holder that is compatible with the case where the diameter of the vertical rebar T1 is larger than the rebar spacing holder 21 shown in FIG. In this manner, the reinforcing bar gap holder 21 and the molding die 31 are shared, the cost can be reduced only by replacing the nesting pins 36, and one holding piece does not become weak in strength. (3) In the above embodiment, the first holding arm 5 is embodied in the rebar spacing holder 1 formed to be longer than the second holding arm 6.
However, by changing this, the first holding arm 5 is
The embodiment is embodied in a rebar spacing holder having the same length as the above or shorter than the second holding arm 6.
【0028】上記実施例から把握できる請求項以外の技
術思想について、以下にその効果と共に記載する。 (1)前記補強部18を複数の板状体19が交差するよ
うに構成し、型枠Kとの接触部20をそれらの交差部に
形成した請求項3に記載の鉄筋間隔保持具。The technical ideas other than the claims that can be grasped from the above embodiment will be described below together with their effects. (1) The reinforcing-bar spacing holder according to claim 3, wherein the reinforcing portion (18) is configured so that a plurality of plate-like bodies (19) intersect, and the contact portion (20) with the formwork (K) is formed at the intersection.
【0029】このようにすれば、コンクリート製品の成
形時のひけ等による成形不良を防止できる。In this way, it is possible to prevent molding defects due to sink marks and the like during the molding of concrete products.
【0030】[0030]
【発明の効果】以上詳述したように、請求項1に記載の
発明によれば、縦鉄筋の径が変更前の鉄筋間隔保持具と
成形用金型を共用して成形され、なおかつ、鉄筋間隔保
持具の一方の挟持片の強度が低下されることを抑え得
る。As described above in detail, according to the first aspect of the present invention, the diameter of the vertical rebar is formed by sharing the rebar spacing holder before the change and the molding die. It can suppress that the intensity | strength of one holding piece of an interval holding tool falls.
【0031】請求項2の発明によれば、縦鉄筋を鉄筋挟
持部に嵌挿する際においても、両挟持片の撓み度合いが
略同等となり、一方に変形量が偏って、破損されること
を防止できる。According to the second aspect of the present invention, even when the vertical reinforcing bar is inserted into the reinforcing bar holding portion, the degree of bending of both holding pieces becomes substantially equal, and the deformation amount is biased to one side, and damage is caused. Can be prevented.
【0032】請求項3の発明によれば、コンクリート製
品の外嵌を良好に保てる。According to the third aspect of the invention, the external fitting of the concrete product can be kept good.
【図1】 本発明を具体化した一実施例を示す図であっ
て、鉄筋間隔保持具の斜視図である。FIG. 1 is a view showing an embodiment embodying the present invention, and is a perspective view of a rebar spacing holder.
【図2】 鉄筋挟持部を拡大して示す上面部分図であ
る。FIG. 2 is an enlarged partial top view showing a reinforcing-bar holding portion.
【図3】 入れ子ピンの先端部を拡大して示す斜視図で
ある。FIG. 3 is an enlarged perspective view showing a distal end portion of the nesting pin.
【図4】 鉄筋間隔保持具の使用状態を示す破断図であ
る。FIG. 4 is a cutaway view showing a use state of the reinforcing bar interval holding tool.
【図5】 嵌挿支持部の先端部形状の別例を示す斜視図
である。FIG. 5 is a perspective view showing another example of the shape of the distal end portion of the insertion support portion.
【図6】 本実施例の鉄筋間隔保持具と成形用金型を共
用する、縦鉄筋の径を変更する前の鉄筋間隔保持具を示
す斜視図である。FIG. 6 is a perspective view showing the rebar spacing holder before changing the diameter of the vertical rebar, which shares the rebar spacing holder of the present embodiment with a molding die.
【図7】 図6に示す鉄筋間隔保持具を成形するための
成形用金型を示す断面図である。FIG. 7 is a cross-sectional view showing a molding die for molding the rebar spacing holder shown in FIG.
【図8】 図6に示す鉄筋間隔保持具の成形に用いられ
る入れ子ピンを示す正面図である。FIG. 8 is a front view showing a nesting pin used for molding the rebar spacing holder shown in FIG.
【図9】 (a)は図6に示す鉄筋間隔保持具の鉄筋挟
持部を示す上面図であって、(b)は従来の縦鉄筋が細
い場合に対応する鉄筋間隔保持具の鉄筋挟持部を示す上
面図である。9 (a) is a top view showing a reinforcing bar holding portion of the reinforcing bar gap holding device shown in FIG. 6, and FIG. 9 (b) is a reinforcing bar holding portion of the conventional reinforcing bar gap holding device corresponding to a case where a vertical reinforcing bar is thin. FIG.
1…鉄筋間隔保持具、2…嵌挿支持部、3…間隔保持
部、4…鉄筋挟持部、8…挟持片、9…挟持片、18…
補強部、20…接触部、H…挟持片の幅、K…成形用型
枠、L…挟持片の厚み、T…鉄筋組、T1…縦鉄筋、T
2…横鉄筋。DESCRIPTION OF SYMBOLS 1 ... Rebar spacing holder, 2 ... Insert support part, 3 ... Spacing holding part, 4 ... Rebar clamping part, 8 ... Clamping piece, 9 ... Clamping piece, 18 ...
Reinforcing part, 20: contact part, H: width of holding piece, K: forming frame, L: thickness of holding piece, T: rebar set, T1: vertical reinforcing bar, T
2. Horizontal bars.
Claims (3)
れ、両鉄筋からなる鉄筋組をコンクリート製品の成形用
型枠から離間した状態で配置させるための鉄筋間隔保持
具であって、 横鉄筋を嵌挿支持する筒状の嵌挿支持部と、同嵌挿支持
部の軸線と交差する方向に一体成形され、鉄筋組を型枠
内で浮いた状態に保持する間隔保持部と、同間隔保持部
の上面に一体に形成され縦鉄筋を挟持する鉄筋挟持部と
からなり、同鉄筋挟持部は、一対の挟持片により構成さ
れており、さらに、一方の挟持片の厚みを他方の挟持片
の厚みより広くするとともに、幅を他方の挟持片の幅よ
り狭くした鉄筋間隔保持具。Claims: 1. A rebar spacing retainer attached to an intersection of a horizontal rebar and a vertical rebar for disposing a rebar set composed of both rebars in a state separated from a molding form of a concrete product, A tubular insertion support portion that inserts and supports the horizontal reinforcing bar, and an interval holding portion that is integrally formed in a direction that intersects with the axis of the insertion insertion support portion and that holds the reinforcing bar set in a floating state in the mold. The rebar holding portion is formed integrally with the upper surface of the gap holding portion and holds the vertical rebar. The rebar holding portion is constituted by a pair of holding pieces, and furthermore, the thickness of one holding piece is reduced by the other. A rebar spacing holder having a width greater than the thickness of the holding piece and a width smaller than the width of the other holding piece.
の幅、及び一方の幅と他方の厚みはそれぞれ略同じ長さ
である請求項1に記載の鉄筋間隔保持具。2. The rebar spacing holder according to claim 1, wherein the thickness of the one holding piece and the width of the other holding piece, and the one width and the other thickness are substantially the same.
側の端部に補強部を設け、同補強部に成形用型枠に対し
て点接触する接触部を形成した請求項1に記載の鉄筋間
隔保持具。3. A reinforcing portion is provided at an end of the fitting and supporting portion on the side in contact with the forming mold, and a contact portion which is in point contact with the forming mold is formed on the reinforcing portion. 5. The reinforcing bar spacing retainer according to 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22348794A JP2889498B2 (en) | 1994-09-19 | 1994-09-19 | Rebar spacing tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22348794A JP2889498B2 (en) | 1994-09-19 | 1994-09-19 | Rebar spacing tool |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0886049A JPH0886049A (en) | 1996-04-02 |
| JP2889498B2 true JP2889498B2 (en) | 1999-05-10 |
Family
ID=16798910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22348794A Expired - Lifetime JP2889498B2 (en) | 1994-09-19 | 1994-09-19 | Rebar spacing tool |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2889498B2 (en) |
-
1994
- 1994-09-19 JP JP22348794A patent/JP2889498B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0886049A (en) | 1996-04-02 |
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