JPH1122110A - Support device for reinforcement - Google Patents
Support device for reinforcementInfo
- Publication number
- JPH1122110A JPH1122110A JP19202497A JP19202497A JPH1122110A JP H1122110 A JPH1122110 A JP H1122110A JP 19202497 A JP19202497 A JP 19202497A JP 19202497 A JP19202497 A JP 19202497A JP H1122110 A JPH1122110 A JP H1122110A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- base
- reinforcing
- bar support
- supporting member
- 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]
【発明の属する技術分野】この発明は、鉄骨梁の周囲に
鉄筋を配設してコンクリートを打設するSRC造梁にお
いて、コンクリートの打設前に鉄骨梁に沿って配設した
鉄筋を支持させる鉄筋支持装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an SRC beam in which a reinforcing bar is arranged around a steel beam and concrete is cast. In the SRC beam, a reinforcing bar arranged along the steel beam before concrete is cast is supported. The present invention relates to a reinforcing bar support device.
【0002】[0002]
【従来の技術】図20及び図21は従来の鉄筋支持装置
の使用状態を示す。図20はXーX方向に配設する鉄骨
梁101に、その両側に突出する長さの横断面L字状の
鉄筋支持部材102を予め溶接等で固定着したものであ
る。また、図21はXーX方向の鉄骨梁101と直交す
るYーY方向に配設する鉄骨梁103に、その両側に突
出する長さの平板状の鉄筋支持部材104を、予め溶接
等で固定したものである。2. Description of the Related Art FIGS. 20 and 21 show a state of use of a conventional reinforcing bar support device. FIG. 20 shows a steel beam 101 arranged in the XX direction, in which a reinforcing bar supporting member 102 having a length of L-shaped cross section protruding from both sides thereof is fixed and fixed in advance by welding or the like. FIG. 21 shows a steel beam 103 arranged in the YY direction orthogonal to the steel beam 101 in the XX direction, and a flat reinforcing bar support member 104 having a length protruding on both sides thereof is previously welded or the like. It is fixed.
【0003】次に上記従来の鉄筋支持装置の動作につい
て説明する。まず、施工現場において、XーX方向に配
設した鉄骨梁101に対してYーY方向に鉄骨梁103
を配設し、それぞれの鉄骨梁101、103に沿って配
設した主鉄筋105、106を鉄筋支持部材102、1
04上に載置して配筋し、鉄筋105、106を利用し
て図示しない縦のループ状に配筋された帯鉄筋(フープ
筋)によって鉄骨梁101、103の下方に配筋された
主鉄筋を吊り下げるように支持し、その後これ等全体を
覆うようにコンクリートの打設施工を行うものである。[0003] Next, the operation of the above-described conventional rebar supporting device will be described. First, at a construction site, a steel beam 103 arranged in the Y-Y direction with respect to the steel beam 101 arranged in the XX direction.
And the main reinforcing bars 105 and 106 disposed along the respective steel beams 101 and 103 are connected to the reinforcing bar supporting members 102 and 1.
The main reinforcements are arranged below the steel beams 101 and 103 by a bar reinforcement (hoop reinforcement) arranged in a vertical loop (not shown) using the reinforcements 105 and 106. The steel bars are supported so as to be suspended, and then concrete is poured to cover them.
【0004】この場合、鉄筋支持部材102、104の
横断面形状が一方は横断面L字状、他方は平板と異なる
ため、この鉄筋支持部材102、104に支持された鉄
筋105、106の高さ位置が異なり、XーY方向に直
交して鉄筋105、106を配設することができる。[0004] In this case, one of the cross-sectional shapes of the reinforcing bar supporting members 102 and 104 has an L-shaped cross-sectional shape and the other is different from a flat plate, so the height of the reinforcing bars 105 and 106 supported by the reinforcing bar supporting members 102 and 104 is different. The positions are different, and the reinforcing bars 105 and 106 can be arranged orthogonally to the XY directions.
【0005】[0005]
【発明が解決しようとする課題】従来の鉄筋支持装置は
以上のように予め鉄骨梁の両端に突出・固定して構成さ
れているので、図22に示すように鉄骨梁は工場作業場
において間隔を空けて並設しなければならないため、次
のような課題があった。 (1)工場作業場に広い場所を必要とする。 (2)保管に広い場所を必要とする。 (3)保管状態が不安定で危険を伴う。 (4)運搬時に場所を要し、その積み込み状態が不安定
で危険を伴う。 (5)積み込み作業時および荷下ろし作業時に荷崩れし
やすく危険である。 (6)施工作業時に鉄骨梁より突出した両端部が他物と
ぶつかり破損しやすく、その後の処理が大変面倒であ
る。 (7)鉄筋支持装置に載置した鉄筋がコンクリートの打
設施工までに位置ずれ、あるいは脱落しやすい。As described above, since the conventional reinforcing bar supporting device is constructed so as to be projected and fixed to both ends of the steel beam in advance as described above, the steel beam is spaced in the factory work space as shown in FIG. Since they must be installed side by side, there were the following issues. (1) A large space is required in the factory work area. (2) A large space is required for storage. (3) The storage state is unstable and involves danger. (4) A place is required for transportation, and the loading state is unstable and involves danger. (5) The load easily collapses during loading and unloading operations, which is dangerous. (6) Both ends protruding from the steel beam at the time of construction work collide with other objects and are easily damaged, and subsequent processing is very troublesome. (7) The reinforcing bars placed on the reinforcing bar supporting device are easily displaced or fall off by the time of concrete casting.
【0006】この発明は上記従来の課題を解消するため
になされたもので、上記従来の課題がなく、取扱が極め
て容易な鉄筋支持装置を得ることを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a rebar supporting device which does not have the above-mentioned conventional problems and is extremely easy to handle.
【0007】[0007]
【課題を解決するための手段】請求項1記載の発明に係
る鉄筋支持装置は、鉄骨梁の周囲に鉄筋を配設してコン
クリートを打設するSRC造梁において、鉄骨梁の表面
に固定され該鉄骨梁のフランジ幅より短い長さの基台
と、前記鉄骨梁に沿って配設した鉄筋の支持部を有し前
記基台に取り付ける鉄筋支持部材と、この鉄筋支持部材
を前記基台に取り付ける取り付け手段とを備えたもので
ある。According to a first aspect of the present invention, there is provided a reinforcing bar support device for an SRC beam in which a reinforcing bar is provided around a steel frame beam and concrete is cast. A base having a length shorter than the flange width of the steel beam, a reinforcing bar support member having a support portion of a reinforcing bar disposed along the steel beam and attached to the base, and the reinforcing bar support member being attached to the base. Mounting means for mounting.
【0008】請求項2記載の発明に係る鉄筋支持装置の
鉄筋支持部材は、凸形であって、この凸形状態に基台に
取り付けた場合は該凸形上面より低い中位両端部を鉄筋
支持部とし、逆凸形に基台に取り付けた場合は上面両端
部を鉄筋支持部とするものである。The reinforcing bar supporting member of the reinforcing bar supporting device according to the second aspect of the present invention has a convex shape, and when mounted on the base in this convex state, the middle both ends lower than the upper surface of the convex shape are reinforced. When it is attached to the base in a reverse convex shape, it is used as a supporting portion, and both ends of the upper surface are used as reinforcing bar supporting portions.
【0009】請求項3記載の発明に係る鉄筋支持装置の
鉄筋支持部材は、凸形であって、この凸形上面より低い
中位両端部及び上面両端部に直交片を設け、各直交片に
鉄筋を押圧支持する鉄筋支持バンドの両端部を挿入係止
する穴を該直交片に設けたものである。The reinforcing bar supporting member of the reinforcing bar supporting apparatus according to the third aspect of the present invention has a convex shape, and orthogonal pieces are provided at both middle ends and both upper ends lower than the convex upper surface. Holes for inserting and locking both ends of a reinforcing bar support band for pressing and supporting a reinforcing bar are provided in the orthogonal piece.
【0010】請求項4記載の発明に係る鉄筋支持装置の
鉄筋支持バンドは、逆U字形をなし、穴に通した両脚先
端部に穴縁に係合する係合爪を有するものである。A reinforcing bar supporting band of the reinforcing bar supporting device according to the fourth aspect of the present invention has an inverted U-shape, and has an engaging claw which is engaged with a hole edge at a tip end portion of both legs passing through the hole.
【0011】請求項5記載の発明に係る鉄筋支持装置の
鉄筋支持部材は、凸形であって、この凸形上面より低い
中位両端部及び上面両端部に鉄筋を位置決め保持する凹
部を設けたものである。The reinforcing bar supporting member of the reinforcing bar supporting device according to the present invention has a convex shape and is provided with concave portions for positioning and holding the reinforcing bar at both ends at the middle and lower ends than the upper surface of the convex shape. Things.
【0012】請求項6記載の発明に係る鉄筋支持装置
は、基台と鉄筋支持部材との合わせ面に相対的に位置決
め用係合部を設けたものである。According to a sixth aspect of the present invention, there is provided a reinforcing bar supporting device, wherein a positioning engaging portion is provided relatively to a mating surface between a base and a reinforcing bar supporting member.
【0013】請求項7記載の発明に係る鉄筋支持装置の
取り付け手段は、基台と鉄筋支持部材の垂直片との合わ
せ部を挟持する楔部材である。According to a seventh aspect of the present invention, the mounting means of the reinforcing bar support device is a wedge member for sandwiching a joint between the base and the vertical piece of the reinforcing bar supporting member.
【0014】請求項8記載の発明に係る鉄筋支持装置の
取り付け手段は、基台と鉄筋支持部材の合わせ面の一方
の面に形成した縮径可能な突起係止部と、この突起係止
部を縮径させながら挿入させ貫通復元時に穴縁に係止さ
せる他方の面に形成した係止穴とからなるものである。The mounting means of the reinforcing bar support device according to the invention described in claim 8 includes a projection locking portion which is formed on one of the mating surfaces of the base and the reinforcing bar supporting member, and which can be reduced in diameter. And a locking hole formed on the other surface to be locked to the hole edge at the time of penetration and restoration by reducing the diameter.
【0015】請求項9記載の発明に係る鉄筋支持装置の
鉄筋支持部材が、中央片とその両側に形成された折曲片
とからなる断面コ字状のチャンネル体であって、中央片
の長手方向両端に中央片に関して折曲片と反対方向に突
片を立設し、さらに中央片に複数の流通穴を形成してな
るものである。The reinforcing bar supporting member of the reinforcing bar supporting device according to the ninth aspect of the present invention is a channel body having a U-shaped cross section composed of a central piece and bent pieces formed on both sides thereof. At the both ends in the direction, a protruding piece is erected in the direction opposite to the bent piece with respect to the center piece, and a plurality of circulation holes are formed in the center piece.
【0016】請求項10記載の発明に係る鉄筋支持装置
の取り付け手段が基台の垂直片を打ち抜いて立設した係
合突片と鉄筋支持部材に形成された係合穴とからなり、
係合突片が係合穴に挿入後に打ち曲げて固定されてなる
ものである。According to the tenth aspect of the present invention, the mounting means of the reinforcing bar supporting device comprises an engaging projection formed by punching a vertical piece of the base and standing upright, and an engaging hole formed in the reinforcing bar supporting member.
The engaging projection is bent and fixed after being inserted into the engaging hole.
【0017】[0017]
【発明の実施の形態】以下、この発明の実施の形態を添
付図面により詳細に説明する。 実施の形態1 図1はXーX方向に配設する鉄骨梁の基台に取り付けた
この発明の実施の形態1による鉄筋支持装置の正面図、
図2はYーY方向に配設する鉄骨梁の基台に取り付けた
この発明の実施の形態1による鉄筋支持装置の正面図で
ある。Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. Embodiment 1 FIG. 1 is a front view of a reinforcing bar support device according to Embodiment 1 of the present invention attached to a base of a steel beam arranged in the XX direction.
FIG. 2 is a front view of the rebar supporting device according to the first embodiment of the present invention, which is attached to a base of a steel beam arranged in the YY direction.
【0018】図において、符号1は予め工場において、
鉄骨梁2の表面幅方向に配設して溶接3等で取り付け固
定した基台(いわゆるネコピース)であり、鉄骨梁2の
両側に突出しない長さである。4は施工現場において基
台1に取り付ける鉄筋支持部材(いわゆるカンザシ)、
5は互いに対向面を合わせた基台1と鉄筋支持部材4と
を挟持して一体的に固定する楔部材である。In FIG. 1, reference numeral 1 denotes a factory in advance.
It is a base (so-called nekopis) which is arranged in the surface width direction of the steel beam 2 and fixed by welding 3 or the like, and has a length which does not protrude to both sides of the steel beam 2. 4 is a reinforcing bar support member (so-called Kansashi) attached to the base 1 at the construction site,
Reference numeral 5 denotes a wedge member for sandwiching and integrally fixing the base 1 and the reinforcing bar support member 4 whose opposing surfaces are aligned with each other.
【0019】図3は、XーX方向に配設する鉄骨梁の基
台に取り付ける場合の鉄筋支持装置の分解斜視図であ
り、図4は図3の背面方向からの基台と鉄筋支持部材と
を示す分解斜視図であり、図5は、図3の鉄骨梁の基台
に鉄筋支持部材を取り付けた状態を示す鉄筋支持装置の
斜視図である。図において、基台1は横断面L字形の本
体1aの中央部に補強片1bを設け、直垂片1cの両端
部に係合突起1dが形成されている。FIG. 3 is an exploded perspective view of a reinforcing bar supporting device when attached to a base of a steel beam arranged in the XX direction. FIG. 4 is a perspective view of the base and the reinforcing bar supporting member from the back side in FIG. FIG. 5 is a perspective view of the rebar supporting device showing a state where the rebar supporting member is attached to the base of the steel beam shown in FIG. In the figure, a base 1 is provided with a reinforcing piece 1b at the center of a main body 1a having an L-shaped cross section, and engaging projections 1d formed at both ends of a vertical piece 1c.
【0020】そして、鉄筋支持部材4は凸形状の本体4
aの垂直片4cの両端部に直交片4dを形成するととも
に該垂直片4cの中央部に係合穴4eを設け、上記直交
片4d及び本体4aの上端直交片4fの両端部に鉄筋支
持バンド6を挿入する穴4g、4hが設けられている。Further, the reinforcing bar supporting member 4 has a convex main body 4.
a perpendicular piece 4d is formed at both ends of the vertical piece 4c, and an engagement hole 4e is provided at the center of the vertical piece 4c, and a reinforcing bar support band is provided at both ends of the orthogonal piece 4d and the upper right piece 4f of the main body 4a. 6 are provided with holes 4g and 4h.
【0021】そして、基台1の係合突起1dを鉄筋支持
部材4の係合穴4eに挿入して両者を組み合わせ、図に
示すように楔部材5の一脚を鉄筋支持部材4の穴4iに
挿入して、基台1の垂直片1cと鉄筋支持部材4の垂直
片4cを楔部材5で挟持して一体的に固定する。Then, the engaging projection 1d of the base 1 is inserted into the engaging hole 4e of the reinforcing bar support member 4, and the two are combined, and one leg of the wedge member 5 is connected to the hole 4i of the reinforcing bar supporting member 4 as shown in the figure. The vertical piece 1c of the base 1 and the vertical piece 4c of the reinforcing bar support member 4 are sandwiched and fixed integrally by the wedge member 5.
【0022】図6はYーY方向に配設する鉄骨梁の基台
1に鉄筋支持部材4を図4の場合とは上下反転させて組
み付ける場合を示す基台1と鉄筋支持部材4との分解斜
視図で、図7は鉄骨梁の基台1に鉄筋支持部材4を取り
付けた施工状態を示す斜視図であって、基台1の係合突
起1dを鉄筋支持部材4の係合穴4eに挿入して両者を
組み合わせ、上記楔部材5で基台1と鉄筋支持部材4の
垂直片1c,4cを挟持して一体的に固定する。FIG. 6 shows a case in which the reinforcing bar support member 4 is mounted on the base 1 of the steel beam arranged in the YY direction while being turned upside down from the case of FIG. 7 is an exploded perspective view, and FIG. 7 is a perspective view showing a construction state in which the reinforcing bar supporting member 4 is attached to the base 1 of the steel beam, and the engaging projection 1d of the base 1 is changed to the engaging hole 4e of the reinforcing bar supporting member 4. And the wedge member 5 sandwiches the base 1 and the vertical pieces 1c and 4c of the reinforcing bar support member 4 to be integrally fixed.
【0023】また、図8は楔部材の正面図であって、こ
の楔部材5は逆U字形をなし、両脚の先端角部は穴4i
への挿入を容易にするために先細り曲面に形成されてい
る。図9は鉄筋支持バンド6を示す正面図であり、この
鉄筋支持バンド6は逆U字形をなし、その両脚先端に
は、外向きに穴縁に係合する係合爪6aが設けられてい
る。FIG. 8 is a front view of the wedge member. The wedge member 5 has an inverted U-shape.
It is formed in a tapered curved surface to facilitate insertion into the device. FIG. 9 is a front view showing the reinforcing bar support band 6. The reinforcing bar support band 6 has an inverted U-shape, and engaging claws 6 a for outwardly engaging the hole edges are provided at the ends of both legs. .
【0024】次にこの実施の形態による施工動作を説明
する。まず、XーX方向に配設する鉄骨梁2およびYー
Y方向に配設する鉄骨梁2の工場生産時において、この
鉄骨梁2、2の上面に、その両側に突出しない長さの基
台1を溶接等で取り付け固定する。そして、この鉄骨梁
2、2を施工現場に運び、XーX方向およびYーY方向
の施工状態に配設した後、前記図5、図7に夫々示すよ
うに、基台1の係合突起1dを鉄筋支持部材4の係合穴
4eに挿入係合させて、両者を位置合わせし、その両者
1、4の合わせ部に楔部材5を嵌めて挟持・固定する。Next, the construction operation according to this embodiment will be described. First, at the time of factory production of the steel beam 2 arranged in the XX direction and the steel beam 2 arranged in the YY direction, the base of the steel beam 2, 2 having a length that does not protrude on both sides thereof. The base 1 is fixed by welding or the like. Then, the steel beams 2, 2 are carried to the construction site and arranged in the construction state in the XX direction and the YY direction, and then, as shown in FIGS. The protrusion 1d is inserted into and engaged with the engagement hole 4e of the reinforcing bar support member 4, thereby aligning the two, and the wedge member 5 is fitted to the mating portion of the two and clamped and fixed.
【0025】次いで、鉄筋支持部材4の上端直交片4f
に鉄筋7を載置して、図10に示すように、その上端直
交片4fの穴4hに挿入した鉄筋支持バンド6で鉄筋7
を押えて該鉄筋支持バンド6の先端係合部6aを穴縁に
係合させて支持する。Next, the upper end orthogonal piece 4f of the reinforcing bar support member 4
The reinforcing bar 7 is placed on the reinforcing bar support band 6 inserted into the hole 4h of the upper orthogonal piece 4f as shown in FIG.
To engage the tip engaging portion 6a of the reinforcing bar support band 6 with the edge of the hole to support the band.
【0026】この場合、XーX方向の鉄骨梁2に鉄筋7
を配設するときは、図11に示すように、前記図5と同
様の状態に鉄筋支持部材4を取り付け、XーX方向の鉄
骨梁2と直交するYーY方向の鉄骨梁2に鉄筋を7を配
設するときは、図12に示すように、前記図7と同様の
状態に鉄筋支持部材4を上下反転させて基台1に取り付
け、図11の場合より低い直交片4dに鉄筋7を支持さ
せる。In this case, the reinforcing steel 7 is attached to the steel beam 2 in the XX direction.
When arranging the steel beams, as shown in FIG. 11, the reinforcing bar support member 4 is attached in the same state as in FIG. 5, and the reinforcing bars are attached to the steel beam 2 in the YY direction orthogonal to the steel beam 2 in the XX direction. 12, the rebar supporting member 4 is mounted on the base 1 by turning the rebar supporting member 4 upside down in the same state as in FIG. 7 as shown in FIG. 7 is supported.
【0027】この構成によって、図13に示すようにX
ーX方向の鉄骨梁2とYーY方向の鉄骨梁2とが上下に
交差して配設される。その後鉄筋7、7を利用して図1
1及び図12に示したように縦のループ状に配筋された
帯鉄筋によって鉄骨梁2、2の下方に配筋された主鉄筋
を吊り下げるように支持し、これ等全体を覆うようにコ
ンクリート8の打設作業を行うことができるので鉄筋は
位置ずれすることがない。With this configuration, as shown in FIG.
The steel beam 2 in the -X direction and the steel beam 2 in the YY direction are arranged to intersect vertically. After that, using the reinforcing bars 7, 7, FIG.
As shown in FIG. 1 and FIG. 12, the main reinforcing bars arranged below the steel beams 2, 2 are supported by the band reinforcing bars arranged in a vertical loop so as to be suspended, and the entire reinforcing members are covered. Since the concrete 8 can be cast, the reinforcing bars are not displaced.
【0028】以上のように、この実施の形態1によれ
ば、予め鉄骨梁2に固定された基台1はフランジの幅方
向に突出していないので、鉄骨梁2を作る作業所、保管
所、運搬に場所を要しない。また基台1がその運搬中あ
るいは取扱中に他物とぶつかって破損することも少な
い。凸形の鉄筋支持部材4を上下反転して基台1に取り
付けることにより、鉄筋7を支持する高さ位置を変える
ことができ、1つの鉄筋支持部材4をXーX方向、Yー
Y方向のいずれにも鉄筋7を支持するために使用するこ
とができ、使用部品数が少なく、取扱を容易にすること
ができる。As described above, according to the first embodiment, since the base 1 previously fixed to the steel beam 2 does not protrude in the width direction of the flange, the work place, storage place, Requires no space for transportation. Further, the base 1 is less likely to be damaged by collision with other objects during transportation or handling. By mounting the rebar supporting member 4 having a convex shape upside down on the base 1, the height position at which the rebar 7 is supported can be changed, and one rebar supporting member 4 can be moved in the XX direction and the YY direction. Can be used to support the reinforcing bar 7, the number of parts used is small, and handling can be facilitated.
【0029】実施の形態2 図14は、この発明の実施の形態2による鉄筋支持装置
を示すもので、基台1と鉄筋支持部材4との垂直片1
c,4cを合わせ状態に一体的に固定保持するために、
上記実施の形態1では楔部材5を用いているが、この実
施の形態2では基台1と鉄筋支持部材4の合わせ面の一
方の面に形成した縮径可能な突起係止部9を、他方の面
に形成した係止穴に縮径させながら挿入させ貫通復元時
に突起先端部の係合爪9aを穴縁に係止させることによ
り、両者1、4を合わせ状態にして一体的に組み付け固
定するものである。Embodiment 2 FIG. 14 shows a reinforcing bar support device according to Embodiment 2 of the present invention, in which a vertical piece 1 of a base 1 and a reinforcing bar support member 4 is provided.
In order to fix and hold c and 4c integrally in the aligned state,
In the first embodiment, the wedge member 5 is used. In the second embodiment, the diameter-reducible protrusion locking portion 9 formed on one of the mating surfaces of the base 1 and the reinforcing bar support member 4 is provided. By inserting into the engaging hole formed on the other surface while reducing the diameter and engaging the engaging claw 9a at the tip of the projection at the hole edge at the time of restoring the penetration, the two are assembled together in a state where the two are joined together. It is fixed.
【0030】以上のように、この実施の形態2によれ
ば、基台1に鉄筋支持部材4を合わせるだけで、その状
態に保持できるように構成したことにより、両者1、4
を組み付け保持するための別部材としての楔部材5を必
要としないので、構成をより簡略化することができると
ともに安価にできる。As described above, according to the second embodiment, it is possible to hold the reinforcing bar supporting member 4 in that state only by fitting the reinforcing bar supporting member 4 to the base 1.
Does not require the wedge member 5 as a separate member for assembling and holding, the configuration can be further simplified and the cost can be reduced.
【0031】また、上記の実施の形態1、2では、鉄筋
支持部材4に鉄筋7を支持するために鉄筋支持バンド6
を用いているが、図15に示すように凸形鉄筋支持部材
4の垂直片4cの両端部に鉄筋7を係合保持する凹部1
0を形成してもよい。この場合は、直交片4d、4fが
不要となり、鉄筋支持部材4の構成を簡略化することが
できるとともに、鉄筋支持バンド6が不要となり、施工
作業が簡単となり、作業の迅速化を図ることができる。In the first and second embodiments, the reinforcing bar support band 6 is used to support the reinforcing bar 7 on the reinforcing bar support member 4.
However, as shown in FIG. 15, a concave portion 1 for engaging and holding a reinforcing bar 7 at both ends of a vertical piece 4c of a convex reinforcing bar supporting member 4 is used.
0 may be formed. In this case, the orthogonal pieces 4d and 4f become unnecessary, and the configuration of the reinforcing bar support member 4 can be simplified. In addition, the reinforcing bar support band 6 becomes unnecessary, and the construction work is simplified, and the work can be speeded up. it can.
【0032】実施の形態3 図16は、この発明の実施の形態3による鉄筋支持装置
を取り付けたXーX方向に配設する鉄骨梁2の施工状態
を示す斜視図であり、図17は図16の鉄筋支持装置を
取り付けるYーY方向に配設する鉄骨梁2の施工状態を
示す分解斜視図である。図において、基台1は本体1a
と垂直片1cと係合突起1dから構成されてなり、本体
1aの底部が予め工場において鉄骨梁2の上部フランジ
上に溶接によって溶着されている。Third Embodiment FIG. 16 is a perspective view showing a construction state of a steel beam 2 provided in a XX direction to which a reinforcing bar supporting device according to a third embodiment of the present invention is attached, and FIG. It is a disassembled perspective view which shows the construction state of the steel beam 2 arrange | positioned in the YY direction which attaches 16 reinforcing-bar support apparatuses. In the figure, a base 1 is composed of
And a vertical piece 1c and an engagement protrusion 1d, and the bottom of the main body 1a is welded in advance to the upper flange of the steel beam 2 at a factory by welding.
【0033】これに対して現場において基台1に取り付
けられる鉄筋支持部材4は、断面コ字状のチャンネル体
からなり、このチャンネル体は中央片4jとこの中央片
4jの両端縁から夫々直角に曲げられた折曲片4kとか
ら構成されている。なお、これらの折曲片4kの一方と
中央片4jには、上記基台1の係合突起1dの間隔に対
応しての夫々係合穴4lが形成されている。更に中央片
4jの長手方向両端には鉄筋脱落防止用の突片4jjが
夫々立設されており、これらの突片4jjの間には適当
な形状のコンクリートの流通及び空気の流通のための複
数の流通穴4mが形成されている。この流通穴4mは、
図16に示すように基台1にかぶせるように鉄筋支持部
材4を用いる場合に極めて効果的である。On the other hand, the reinforcing bar supporting member 4 attached to the base 1 at the site is composed of a channel body having a U-shaped cross section, and the channel body is formed at right angles from the central piece 4j and both end edges of the central piece 4j. It is composed of a bent piece 4k. Note that one of the bent pieces 4k and the center piece 4j are formed with respective engaging holes 41 corresponding to the distance between the engaging projections 1d of the base 1. Further, projecting pieces 4jj for preventing the reinforcing bar from falling off are provided at both ends in the longitudinal direction of the central piece 4j, and a plurality of pieces are provided between the projecting pieces 4jj for the distribution of concrete having an appropriate shape and for the distribution of air. 4m are formed. This circulation hole 4m,
This is extremely effective when the reinforcing bar support member 4 is used so as to cover the base 1 as shown in FIG.
【0034】鉄筋支持部材4は、上記各実施の形態のも
のと同様にX−X方向とY−Y方向のいずれの鉄骨梁に
おける鉄筋を支持することができる兼用機能を有する。
即ち図16に示すように基台1にかぶせるようにして低
い高さで鉄筋支持部材4を用いると共に、図17に示す
ように図16の状態から90度回転した状態で鉄筋支持
部材4を高くして用いることが可能である。いずれの場
合も取り付け後、鉄筋支持部材4の係合穴4lから突出
した基台1の係合突起1dを図16に示すように打ち曲
げることによって取り付けを完了する。The rebar supporting member 4 has a dual-purpose function of supporting rebar in any of the steel beams in the XX direction and the YY direction, similarly to the above-described embodiments.
That is, as shown in FIG. 16, the rebar supporting member 4 is used at a low height so as to cover the base 1, and as shown in FIG. 17, the rebar supporting member 4 is rotated 90 degrees from the state of FIG. It is possible to use it. In any case, after the attachment, the attachment is completed by bending the engagement protrusion 1d of the base 1 protruding from the engagement hole 41 of the reinforcing bar support member 4 as shown in FIG.
【0035】実施の形態4 図18は、この発明の実施の形態4による鉄筋支持装置
を取り付けるXーX方向に配設する鉄骨梁の施工状態を
示す分解斜視図であり、図19は図18の鉄筋支持装置
を取り付けるYーY方向に配設する鉄骨梁の施工状態を
示す分解斜視図である。Fourth Embodiment FIG. 18 is an exploded perspective view showing a construction state of a steel beam arranged in the XX direction for mounting a reinforcing bar support device according to a fourth embodiment of the present invention, and FIG. FIG. 5 is an exploded perspective view showing a construction state of a steel beam installed in the YY direction to attach the reinforcing bar support device of FIG.
【0036】図において、基台1は前記実施の形態4と
同じ構造のものであって予め工場において鉄骨梁2の上
部フランジ上に溶接によって溶着されている。また、鉄
筋支持部材4は、断面コ字状のチャンネル体からなり、
このチャンネル体は中央片4jとこの中央片4jの両端
縁から夫々直角に曲げられた折曲片4kとから構成され
ている。In the drawing, a base 1 has the same structure as that of the fourth embodiment, and is previously welded to an upper flange of a steel beam 2 at a factory by welding. The reinforcing bar support member 4 is formed of a channel body having a U-shaped cross section.
This channel body is composed of a central piece 4j and bent pieces 4k bent at right angles from both ends of the central piece 4j.
【0037】また、中央片4jに関して折曲片4kと反
対側の中央片4jの中央部には基台取付片4nが立設さ
れており、この基台取付片4nには基台1の係合突起4
dに対応して適宜係合穴4lが形成されている。更に鉄
筋支持部材4の中央片4jの長手方向両端縁には鉄筋脱
落防止用の突片4jjが立設されている。なお図19の
ように取り付ける場合を考慮してこれらの突片4jjは
その一端のみ鉄筋支持部材4の幅より大きく突き出るよ
うに立設されている。なお、図中符号4mは、上記実施
の形態3と同様に適当な形状のコンクリートの流通及び
空気の流通のための複数の流通穴を示している。A base attachment piece 4n is provided upright at the center of the center piece 4j on the opposite side of the bent piece 4k with respect to the center piece 4j. Projection 4
An engagement hole 41 is appropriately formed corresponding to d. Further, protruding pieces 4jj are provided on both ends of the central piece 4j of the reinforcing bar support member 4 in the longitudinal direction to prevent the reinforcing bar from falling off. In consideration of the case of attachment as shown in FIG. 19, these protruding pieces 4jj are erected so that only one end protrudes more than the width of the reinforcing bar supporting member 4. Note that reference numeral 4m in the drawing indicates a plurality of circulation holes for the distribution of concrete having an appropriate shape and the distribution of air, similarly to the third embodiment.
【0038】図18では鉄筋支持部材4はX−X方向の
鉄骨梁2に関して鉄筋7が低い場合の鉄筋支持装置を示
す。そして、図19では鉄筋支持部材4はY−Y方向の
鉄骨梁2に関して鉄筋7の位置が高い場合の鉄筋支持装
置を示す。本実施の形態における鉄筋支持部材4も高い
位置の鉄筋7と低い位置の鉄筋7との支持を可能とせし
めて兼用機能を有する。FIG. 18 shows a reinforcing-bar supporting device when the reinforcing bar 7 is low with respect to the steel beam 2 in the XX direction. FIG. 19 shows the reinforcing-bar supporting device when the reinforcing-bar supporting member 4 has a high position of the reinforcing bar 7 with respect to the steel beam 2 in the YY direction. The rebar supporting member 4 in the present embodiment also has a dual-purpose function by enabling the rebar 7 at a higher position and the rebar 7 at a lower position to be supported.
【0039】これらの実施の形態4及び5の鉄筋支持装
置によれば、特に部品点数を少なくすると共に加工を単
純化し、取り付け後も基台1の係合突起を打ち曲げて固
定することが出来るので取り付けがより強固となる利点
がある。According to the reinforcing bar supporting devices of the fourth and fifth embodiments, the number of parts can be reduced and the processing can be simplified, and the engaging projections of the base 1 can be bent and fixed after the mounting. Therefore, there is an advantage that the attachment is more robust.
【0040】[0040]
【発明の効果】以上のように請求項1記載の発明によれ
ば、鉄骨梁の表面に固定され該鉄骨梁のフランジ幅より
短い長さの基台と、前記鉄骨梁に沿って配設した鉄筋の
支持部を有し前記基台に取り付ける鉄筋支持部材とを備
え、取り付け手段で鉄筋支持部材を前記基台に取り付け
るように構成したので、基台は鉄骨梁の幅方向に突出せ
ず、鉄骨梁の保管、運搬に場所を要しない。また基台が
その運搬中あるいは取扱中に破損することも少なく、取
扱を容易にすることができる効果がある。As described above, according to the first aspect of the present invention, the base fixed to the surface of the steel beam and having a length shorter than the flange width of the steel beam is disposed along the steel beam. A reinforcing bar supporting member having a supporting portion for the reinforcing bar is provided on the base, and the reinforcing member is attached to the base by mounting means, so that the base does not protrude in the width direction of the steel beam, No space is required for storage and transportation of steel beams. In addition, the base is hardly damaged during transportation or handling, and there is an effect that handling can be facilitated.
【0041】請求項2記載の発明によれば、鉄筋支持部
材は、凸形であって、この凸形状態に基台に取り付けた
場合は該凸形上面より低い中位両端部を鉄筋支持部と
し、逆凸形に基台に取り付けた場合は上面両端部を鉄筋
支持部とするように構成したので、1つの鉄筋支持部材
をXーX方向、YーY方向のいずれにも鉄筋を支持する
ために共用することができ、使用部品数が少なく、取扱
を容易にすることができる効果がある。According to the second aspect of the present invention, the reinforcing bar supporting member has a convex shape, and when mounted on the base in this convex state, the middle both ends lower than the convex upper surface are connected to the reinforcing bar supporting member. When mounted on the base in an inverted convex shape, both ends of the upper surface are configured as reinforcing bar support portions, so one reinforcing bar support member supports reinforcing bars in both the XX direction and the YY direction. Therefore, there is an effect that the number of parts used is small and handling can be facilitated.
【0042】請求項3記載の発明によれば、鉄筋支持部
材は、凸形であって、この凸形上面より低い中位両端部
及び上面両端部に直交片を設け、各直交片に鉄筋を押圧
支持する鉄筋支持バンドの両端部を該直交片に設けた穴
に挿入係止するように構成したので、配設した鉄筋が位
置ずれすることがなく、コンクリートの打設を精度良く
行うことができる効果がある。According to the third aspect of the present invention, the reinforcing bar support member is convex, and orthogonal pieces are provided at both middle end portions and upper end portions lower than the convex upper surface, and a reinforcing bar is provided on each orthogonal piece. Since both ends of the rebar supporting band for pressing and supporting are configured to be inserted and locked in the holes provided in the orthogonal pieces, the placed rebar does not displace, and the concrete can be poured accurately. There is an effect that can be done.
【0043】請求項4記載の発明によれば、鉄筋支持バ
ンドは、逆U字形をなし、穴に通した両脚先端部に穴縁
に係合する係合爪を有するように構成したので、鉄筋支
持バンドが外れることがなく、鉄筋を確実に支持するこ
とができる効果がある。According to the fourth aspect of the present invention, the reinforcing bar support band is formed in an inverted U shape and has an engaging claw that engages with a hole edge at the tip of both legs passed through the hole. There is an effect that the reinforcing band can be reliably supported without the support band coming off.
【0044】請求項5記載の発明によれば、鉄筋支持部
材は、凸形であって、この凸形上面より低い中位両端部
及び上面両端部に設けた凹部に鉄筋を位置決め保持する
ように構成したので、鉄筋支持部材の構成を簡略化する
ことができるとともに、鉄筋支持バンドが不要となり、
施工作業が簡単となり、作業の迅速化を図ることができ
る効果がある。According to the fifth aspect of the present invention, the reinforcing bar supporting member has a convex shape, and the reinforcing bar is positioned and held in the concave portions provided at both the middle end portions and the upper end portions which are lower than the convex upper surface. With the configuration, the configuration of the reinforcing bar support member can be simplified, and the reinforcing bar support band becomes unnecessary,
There is an effect that the construction work is simplified and the work can be speeded up.
【0045】請求項6記載の発明によれば、基台と鉄筋
支持部材との合わせ面に相対的に位置決め用係合部を設
けたので、両者の組付けを精度良く行うことができる効
果がある。According to the sixth aspect of the present invention, since the positioning engaging portion is provided relatively to the mating surface between the base and the reinforcing bar supporting member, there is an effect that both can be accurately assembled. is there.
【0046】請求項7記載の発明によれば、基台の垂直
片と鉄筋支持部材の垂直片との合わせ部を楔部材で挟持
するように構成したので、両者の一体化固定を強固に行
うことができる効果がある。According to the seventh aspect of the present invention, since the joining portion between the vertical piece of the base and the vertical piece of the reinforcing bar support member is sandwiched by the wedge member, the two are firmly integrated and fixed. There is an effect that can be.
【0047】請求項8記載の発明によれば、基台と鉄筋
支持部材の合わせ面の一方の面に形成した縮径可能な突
起係止部と、この突起係止部を縮径させながら挿入させ
貫通復元時に穴縁に係止させる他方の面に形成した係止
穴とにより、基台と鉄筋支持部材とを一体化固定するよ
うに構成したので、両者を組み付け保持するための別部
材としての楔部材が不要となり、構成を簡略化すること
ができるとともに組付け作業の迅速化を図ることができ
る効果がある。According to the eighth aspect of the present invention, the diameter-reduced projection locking portion formed on one of the mating surfaces of the base and the reinforcing bar support member, and the projection locking portion is inserted while reducing the diameter. The base and the reinforcing bar support member are integrally fixed by the locking hole formed on the other surface to be locked to the hole edge at the time of penetration restoration, so as a separate member for assembling and holding both. This eliminates the need for the wedge member, thereby simplifying the structure and speeding up the assembling operation.
【0048】請求項9記載の発明によれば、鉄筋支持部
材が中央片とその両側に形成された折曲片とからなる断
面コ字状のチャンネル体であって、中央片の長手方向両
端に中央片に関して折曲片と反対方向に突片を立設し、
さらに中央片に複数の流通穴を形成したので、部品点数
を少なくして加工面で単純化できると共にコンクリート
打設の際にコンクリートの流通及び空気の流通を可能と
する効果がある。According to the ninth aspect of the present invention, the reinforcing bar supporting member is a channel body having a U-shaped cross section composed of the central piece and the bent pieces formed on both sides thereof. A protruding piece is erected in the direction opposite to the bent piece with respect to the central piece,
Further, since a plurality of flow holes are formed in the central piece, the number of parts can be reduced, the processing surface can be simplified, and the concrete and air can be flowed at the time of placing concrete.
【0049】請求項10記載の発明によれば、取り付け
手段が基台の垂直片を打ち抜いて立設した係合突片と鉄
筋支持部材に形成された係合穴とからなり、係合突片が
係合穴に挿入後に打ち曲げて固定されてなるので基台へ
の鉄筋支持部材の取り付けが極めて簡単でかつ取り付け
が強固となる効果がある。According to the tenth aspect of the present invention, the mounting means comprises an engaging projection formed by punching out a vertical piece of the base and an engaging hole formed in the reinforcing bar support member. Is bent and fixed after being inserted into the engagement hole, so that there is an effect that the mounting of the reinforcing bar support member to the base is extremely simple and the mounting becomes strong.
【図1】XーX方向に配設する鉄骨梁に取り付けたこの
発明の実施の形態1による鉄筋支持装置の正面図であ
る。FIG. 1 is a front view of a reinforcing-bar supporting device according to a first embodiment of the present invention attached to a steel beam arranged in the XX direction.
【図2】YーY方向に配設する鉄骨梁に取り付けたこの
発明の実施の形態1による鉄筋支持装置の正面図であ
る。FIG. 2 is a front view of the rebar supporting device according to the first embodiment of the present invention attached to a steel beam arranged in the YY direction.
【図3】XーX方向に配設する鉄骨梁の基台に鉄筋支持
部材を取り付ける場合の鉄筋支持装置の分解斜視図であ
る。FIG. 3 is an exploded perspective view of a reinforcing bar supporting device when a reinforcing bar supporting member is attached to a base of a steel beam arranged in the XX direction.
【図4】鉄骨梁の基台と鉄筋支持部材とを示す図3の背
面方向からの分解斜視図である。4 is an exploded perspective view showing a base of the steel beam and a reinforcing bar support member, as viewed from the rear side in FIG. 3;
【図5】図3の鉄骨梁の基台に鉄筋支持部材を取り付け
た施工状態を示す斜視図である。FIG. 5 is a perspective view showing a construction state in which a reinforcing bar support member is attached to a base of the steel beam shown in FIG. 3;
【図6】YーY方向に配設する鉄骨梁の基台に鉄筋支持
部材を取り付ける場合の基台と鉄筋支持部材とを示す分
解斜視図である。FIG. 6 is an exploded perspective view showing a base and a reinforcing bar supporting member when the reinforcing bar supporting member is attached to the base of the steel beam arranged in the YY direction.
【図7】鉄骨梁の基台に鉄筋支持部材を取り付けた施工
状態を示す図6の背面方向からの斜視図である。FIG. 7 is a perspective view from the back side of FIG. 6 showing a construction state in which a reinforcing bar support member is attached to a base of a steel beam.
【図8】楔部材を示す拡大正面図である。FIG. 8 is an enlarged front view showing a wedge member.
【図9】鉄筋支持バンドを示す拡大正面図である。FIG. 9 is an enlarged front view showing a reinforcing bar support band.
【図10】鉄筋支持バンドで鉄筋を押さえた状態を示す
断面図である。FIG. 10 is a cross-sectional view showing a state where a reinforcing bar is pressed by a reinforcing bar support band.
【図11】XーX方向に配設する鉄骨梁にこの発明の鉄
筋支持装置を取り付けてコンクリートを打設する施工状
態の正面図である。FIG. 11 is a front view of a construction state in which the reinforcing steel support device of the present invention is attached to a steel beam arranged in the XX direction and concrete is poured.
【図12】YーY方向に配設する鉄骨梁にこの発明の鉄
筋支持装置を取り付けてコンクリートを打設する施工状
態の正面図である。FIG. 12 is a front view of a construction state in which the reinforcing steel support device of the present invention is attached to a steel beam arranged in the YY direction and concrete is poured.
【図13】この発明の鉄筋支持装置を取り付けたXーX
方向に配設する鉄骨梁とYーY方向に配設する鉄骨梁と
の施工状態を示す斜視図である。FIG. 13 is a cross-sectional view of the XX to which the rebar supporting device of the present invention is attached
It is a perspective view which shows the construction state of the steel beam arranged in the direction and the steel beam arranged in the YY direction.
【図14】この発明の実施の形態2による鉄筋支持装置
を示す要部の断面図である。FIG. 14 is a sectional view of a main part showing a reinforcing bar support device according to a second embodiment of the present invention.
【図15】他の鉄筋支持状態を示す正面図である。FIG. 15 is a front view showing another rebar supporting state.
【図16】この発明の実施の形態3による鉄筋支持装置
を取り付けたXーX方向に配設する鉄骨梁の施工状態を
示す斜視図である。FIG. 16 is a perspective view showing a construction state of a steel beam arranged in the XX direction to which a reinforcing bar support device according to Embodiment 3 of the present invention is attached.
【図17】図16の鉄筋支持装置を取り付けるYーY方
向に配設する鉄骨梁の施工状態を示す分解斜視図であ
る。17 is an exploded perspective view showing a construction state of a steel beam provided in the YY direction to which the reinforcing bar support device of FIG. 16 is attached.
【図18】この発明の実施の形態4による鉄筋支持装置
を取り付けるXーX方向に配設する鉄骨梁の施工状態を
示す分解斜視図である。FIG. 18 is an exploded perspective view showing a construction state of a steel beam provided in the XX direction for mounting the reinforcing bar support device according to the fourth embodiment of the present invention.
【図19】図18の鉄筋支持装置を取り付けるYーY方
向に配設する鉄骨梁の施工状態を示す分解斜視図であ
る。19 is an exploded perspective view showing a construction state of a steel beam provided in the YY direction to which the reinforcing bar support device of FIG. 18 is attached.
【図20】従来の鉄筋支持装置をXーX方向に配設する
鉄骨梁に取り付けた状態を示す正面図である。FIG. 20 is a front view showing a state where a conventional reinforcing bar support device is attached to a steel beam arranged in the XX direction.
【図21】図20の鉄筋支持装置をYーY方向に配設す
る鉄骨梁に取り付けた状態を示す正面図である。FIG. 21 is a front view showing a state where the rebar supporting device of FIG. 20 is attached to a steel beam arranged in the YY direction.
【図22】従来の鉄筋支持装置を取り付けた多数の鉄骨
梁の保管状態を示す斜面図である。FIG. 22 is a perspective view showing a storage state of a large number of steel beams to which a conventional reinforcing bar support device is attached.
1 基台 1a 本体 1c 垂直片 1d 係合突起 2 鉄骨梁 4 鉄筋支持部材 4a 本体 4c 垂直片 4d,4f 直交片 4e 係合穴 4f 上端直交片 4g,4h,4i 穴 4j 中央片 4jj 突片 4k 折曲片 4l 係合穴 4m 流通穴 4n 基台取付片 5 楔部材 6 鉄筋支持バンド 6a 係合爪 7 鉄筋 8 コンクリート 9 突起係止部 10 凹部 DESCRIPTION OF SYMBOLS 1 Base 1a Main body 1c Vertical piece 1d Engagement protrusion 2 Steel beam 4 Reinforcing bar support member 4a Main body 4c Vertical piece 4d, 4f Orthogonal piece 4e Engagement hole 4f Upper end orthogonal piece 4g, 4h, 4i Hole 4j Central piece 4jj Projection piece 4k Folded piece 4l Engagement hole 4m Flow hole 4n Base mounting piece 5 Wedge member 6 Reinforcement support band 6a Engagement claw 7 Reinforcement 8 Concrete 9 Protrusion locking portion 10 Recess
Claims (10)
ートを打設するSRC造梁において、鉄骨梁の表面に固
定され該鉄骨梁のフランジ幅より短い長さの基台と、前
記鉄骨梁に沿って配設した鉄筋の支持部を有し前記基台
に取り付ける鉄筋支持部材と、この鉄筋支持部材を前記
基台に取り付ける取り付け手段とを備えたことを特徴と
する鉄筋支持装置。1. An SRC beam constructed by placing a reinforcing bar around a steel beam and placing concrete therein, the base being fixed to the surface of the steel beam and having a length shorter than a flange width of the steel beam; A reinforcing-bar supporting device, comprising: a reinforcing-bar supporting member having a reinforcing-bar supporting portion disposed along a beam and attached to the base; and attaching means for attaching the reinforcing-bar supporting member to the base.
形状態に基台に取り付けた場合は該凸形上面より低い中
位両端部を鉄筋支持部とし、逆凸形に基台に取り付けた
場合は上面両端部を鉄筋支持部とすることを特徴とする
請求項1記載の鉄筋支持装置。2. The reinforcing bar support member is convex, and when mounted on the base in this convex state, the middle both ends lower than the upper surface of the convex are used as reinforcing bar support portions, and the base is formed in an inverted convex shape. 2. The reinforcing bar support device according to claim 1, wherein the upper end is formed as a reinforcing bar support portion when the reinforcing bar is mounted on the reinforcing member.
形上面より低い中位両端部及び上面両端部に直交片を設
け、各直交片に鉄筋を押圧支持する鉄筋支持バンドの両
端部を挿入係止する穴を該直交片に設けたことを特徴と
する請求項2記載の鉄筋支持装置。3. A reinforcing bar supporting member having a convex shape, provided with orthogonal pieces at both median lower ends and upper end portions lower than the convex upper surface, and ends of the reinforcing bar supporting band for pressing and supporting the reinforcing bar at each orthogonal piece. 3. The reinforcing bar support device according to claim 2, wherein a hole for inserting and locking the portion is provided in the orthogonal piece.
に通した両脚先端部に穴縁に係合する係合爪を有するこ
とを特徴とする請求項3記載の鉄筋支持装置。4. The reinforcing bar support device according to claim 3, wherein the reinforcing bar support band has an inverted U-shape, and has an engaging claw that engages with a hole edge at a tip end portion of each of the legs passed through the hole.
形上面より低い中位両端部及び上面両端部に鉄筋を位置
決め保持する凹部を設けたことを特徴とする請求項2記
載の鉄筋支持装置。5. The rebar supporting member according to claim 2, wherein the rebar supporting member has a convex shape, and a concave portion for positioning and holding the rebar is provided at both ends at a middle position lower than the upper surface of the convex shape and at both ends of the upper surface. Rebar support device.
的に位置決め用係合部を設けたことを特徴とする請求項
1記載の鉄筋支持装置。6. The reinforcing bar supporting device according to claim 1, wherein a positioning engaging portion is provided relatively to a mating surface between the base and the reinforcing bar supporting member.
垂直片との合わせ部を挟持する楔部材であることを特徴
とする請求項1記載の鉄筋支持装置。7. The reinforcing bar support device according to claim 1, wherein the attaching means is a wedge member for sandwiching a joint between the base and the vertical piece of the reinforcing bar supporting member.
合わせ面の一方の面に形成した縮径可能な突起係止部
と、この突起係止部を縮径させながら挿入させ貫通復元
時に穴縁に係止させる他方の面に形成した係止穴とから
なることを特徴とする請求項1記載の鉄筋支持装置。8. A mounting means comprising: a projection locking portion formed on one surface of a mating surface of a base and a reinforcing bar supporting member; 2. The reinforcing bar supporting device according to claim 1, comprising a locking hole formed on the other surface to be locked to a hole edge.
成された折曲片とからなる断面コ字状のチャンネル体で
あって、中央片の長手方向両端に中央片に関して折曲片
と反対方向に突片を立設し、さらに中央片に複数の流通
穴を形成してなることを特徴とする請求項1記載の鉄筋
支持装置。9. A rebar supporting member is a channel body having a U-shaped cross section composed of a central piece and bent pieces formed on both sides thereof. 2. The reinforcing bar support device according to claim 1, wherein a projecting piece is erected in the opposite direction, and a plurality of flow holes are formed in the central piece.
いて立設した係合突片と鉄筋支持部材に形成された係合
穴とからなり、係合突片が係合穴に挿入後に打ち曲げて
固定されてなることを特徴とする請求項1記載の鉄筋支
持装置。10. A mounting means comprising an engaging projection formed by punching out a vertical piece of a base and an engaging hole formed in a reinforcing bar support member. 2. The reinforcing bar supporting device according to claim 1, wherein the reinforcing bar is fixed by bending.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19202497A JPH1122110A (en) | 1997-07-03 | 1997-07-03 | Support device for reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19202497A JPH1122110A (en) | 1997-07-03 | 1997-07-03 | Support device for reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1122110A true JPH1122110A (en) | 1999-01-26 |
Family
ID=16284337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19202497A Pending JPH1122110A (en) | 1997-07-03 | 1997-07-03 | Support device for reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1122110A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016128649A (en) * | 2016-04-09 | 2016-07-14 | ユーロビルディング・ノースジャパン株式会社 | Reinforcement arrangement member and concrete structure using the same |
| JP2020165144A (en) * | 2019-03-29 | 2020-10-08 | 株式会社フジタ | Beam structure, support member for beam main reinforcement, and beam main reinforcement method |
-
1997
- 1997-07-03 JP JP19202497A patent/JPH1122110A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016128649A (en) * | 2016-04-09 | 2016-07-14 | ユーロビルディング・ノースジャパン株式会社 | Reinforcement arrangement member and concrete structure using the same |
| JP2020165144A (en) * | 2019-03-29 | 2020-10-08 | 株式会社フジタ | Beam structure, support member for beam main reinforcement, and beam main reinforcement method |
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