JP2005076313A - Support for block used for formation of void slab - Google Patents

Support for block used for formation of void slab Download PDF

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JP2005076313A
JP2005076313A JP2003308985A JP2003308985A JP2005076313A JP 2005076313 A JP2005076313 A JP 2005076313A JP 2003308985 A JP2003308985 A JP 2003308985A JP 2003308985 A JP2003308985 A JP 2003308985A JP 2005076313 A JP2005076313 A JP 2005076313A
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reinforcing bar
support
block
leg
slab
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JP4291090B2 (en
Inventor
Takashi Uei
隆 上井
Motoharu Ito
基晴 伊東
Shinji Inui
信司 乾
Takao Okuda
隆雄 奥田
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INUI SANGYO KK
Kumagai Gumi Co Ltd
Fatec Co Ltd
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INUI SANGYO KK
Kumagai Gumi Co Ltd
Fatec Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a support for a block used for the formation of a void slab capable of improving the flexibility of setting of a supporting position or a placing location of the block when the block is placed upward of the lower end reinforcement arranged on a slab form. <P>SOLUTION: The support (10) used in order to support each block upward of the lower end reinforcement (16) arranged on the slab form (14) for forming a reinforced concrete floor slab wherein a plurality of blocks (12) are embedded includes a leg (22), a projection (24) capable of thrusting the block extended upward from the leg and a collar (26) surrounding all or part around the projection. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鉄筋コンクリート床スラブの形成に際し、該鉄筋コンクリート床スラブ中に埋設される複数のブロックをスラブ型枠の上方、より詳細には前記スラブ型枠上に設置される下端鉄筋の上方に支持するために用いられる支持具に関する。   The present invention supports, when forming a reinforced concrete floor slab, a plurality of blocks embedded in the reinforced concrete floor slab above the slab formwork, more specifically, above the lower end rebar installed on the slab formwork. The present invention relates to a support used for the purpose.

前記鉄筋コンクリート床スラブ中に空洞(ボイド)を形成することに代えて、コンクリート中に該コンクリートとは異質の材料である発泡スチロールのような発泡プラスチック材料からなる軽量のブロックを埋設し、該ブロックをもって鉄筋コンクリート床スラブ中に形成された実質的なボイドとすることが行われている。   Instead of forming voids in the reinforced concrete floor slab, a lightweight block made of a foamed plastic material such as foamed polystyrene, which is a material different from the concrete, is embedded in the concrete, and the block is reinforced concrete. Making a substantial void formed in the floor slab is practiced.

前記ブロックは、スラブ型枠上へのコンクリートの打設に先立ち、前記スラブ型枠上に予め設置された下端鉄筋の上方に支持される。   Prior to placing concrete on the slab formwork, the block is supported above the lower end reinforcing bar previously set on the slab formwork.

従来、前記ブロックの支持のため、前記下端鉄筋上に載置されるブロックの頂面に、前記下端鉄筋の上方に間隔をおいて配置される上端鉄筋の一部を受入れるための2条の溝が設けられている(特許文献1参照)。また、ブロックに、前記スラブ型枠を貫通して上下方向へ伸びる複数のロッドが通される複数の貫通孔が設けられ、前記ロッドにはさらに前記ブロックが載置される鍔が設けられている(特許文献2参照)。   Conventionally, in order to support the block, two grooves for receiving a part of the upper end reinforcing bar arranged above the lower end reinforcing bar on the top surface of the block placed on the lower end reinforcing bar Is provided (see Patent Document 1). Further, the block is provided with a plurality of through holes through which a plurality of rods extending through the slab form frame and extending in the vertical direction are passed, and the rod is further provided with a hook on which the block is placed. (See Patent Document 2).

しかし、ブロックに設けられた前記溝及び貫通孔と、前記上端鉄筋及び前記ロッドとの関係において、前記ブロックの支持位置又は配置位置が制限されるという問題がある。   However, there is a problem that the support position or the arrangement position of the block is limited in the relationship between the groove and the through hole provided in the block, the upper end reinforcing bar and the rod.

特開2002−266457号公報JP 2002-266457 A 特開2001−3506号公報JP 2001-3506 A

本発明の目的は、スラブ型枠上に設置された下端鉄筋の上方へのブロックの配置に際し、その支持位置又は配置位置の設定の自由度を高めることにある。   An object of the present invention is to increase the degree of freedom of setting the support position or the arrangement position when arranging the block above the lower end reinforcing bar installed on the slab formwork.

本発明は、複数のブロックが埋設された鉄筋コンクリート床スラブを形成するためのスラブ型枠上に設置された下端鉄筋の上方に各ブロックを支持するために用いられる支持具であって、脚と、該脚から上方へ伸びる、前記ブロックに突き刺し可能である突起と、該突起の周囲の全部又は一部を取り巻く鍔とを備える。   The present invention is a support tool used to support each block above a lower end reinforcing bar installed on a slab formwork for forming a reinforced concrete floor slab in which a plurality of blocks are embedded, and a leg, A protrusion extending upward from the leg and capable of being pierced into the block, and a hook surrounding all or part of the periphery of the protrusion.

前記脚は、互いに直交する複数の上方の鉄筋部及び複数の下方の鉄筋部からなる下端鉄筋の上下の両鉄筋部の交差箇所において上方の鉄筋部及び下方の鉄筋部をこれらの上方から受入れ可能でありかつこれらの挿通を許す鉄筋部挿通空間を有し、また前記スラブ型枠に当接可能の底面を有するものとすることができる。   The leg can receive the upper reinforcing bar part and the lower reinforcing bar part from above at the intersection of the upper and lower reinforcing bar parts of the lower reinforcing bar part composed of a plurality of upper reinforcing bar parts and a plurality of lower reinforcing bar parts orthogonal to each other. And a reinforcing bar insertion space allowing these insertions, and a bottom surface capable of contacting the slab form.

支持具は、さらに、前記脚の鉄筋部挿通空間に設けられた互いに他の一方に向けて上方へ伸びる一対のアーム部を有するものとすることができる。両アーム部はこれらの間を前記下方の鉄筋部が上方に向けて通過するように弾性変形可能であり、また、通過後の前記下方の鉄筋部を支持可能である。
ができる。
The support tool may further include a pair of arm portions provided in the reinforcing bar insertion space of the leg and extending upward toward the other one. Both arm parts can be elastically deformed so that the lower reinforcing bar part passes upwardly between them, and can support the lower reinforcing bar part after passing.
Can do.

本発明によれば、支持具はブロックに突き刺し可能の突起を有し、また前記突起の周囲に鍔を有することから、スラブ型枠上に並べた複数の支持具の突起に前記ブロックを突き刺すことにより、あるいはブロックに突起が突き刺された複数の支持具を前記スラブ型枠上に載置することにより、前記スラブ型枠上の任意の位置に前記ブロックを容易に配置することができる。支持具の鍔はその突起への前記ブロックの突き刺さりを制限し、前記スラブ型枠に対する前記ブロックの傾きの発生を防止する。   According to the present invention, since the support has a protrusion that can be inserted into the block, and has a ridge around the protrusion, the block is inserted into the protrusions of the plurality of supports arranged on the slab formwork. Alternatively, by placing a plurality of support tools having protrusions pierced on the block on the slab mold frame, the block can be easily arranged at an arbitrary position on the slab mold frame. The wrinkles of the support tool limit the piercing of the block into the protrusion, and prevent the block from being inclined with respect to the slab formwork.

支持具の脚に、前記下端鉄筋の互いに交差する上下両鉄筋部の一部をこれらの交差部で受入れ可能でありかつこれらの挿通を許す空間を設け、かつ前記スラブ型枠に当接可能である底面を設けるときは、前記支持具が前記下端鉄筋によって水平方向へ移動しないように前記スラブ型枠上に配置することができる。このとき、各支持具は予め定まった場所である上下両鉄筋部の各交差部に配置されることとなるが、これらの支持具による前記ブロックの支持は、これらの支持具の突起への突き刺しにより行い、また前記ブロックにおける突き刺し位置は任意に選択することができることから、前記ブロックの配置位置もまた任意に定めることができる。また、前記脚の鉄筋部挿通空間が、両鉄筋部をこれらの上方から受入れ可能であるように形成されていることから、前記脚で両鉄筋部の交差部を覆い被せるようにして、前記支持具の配置を容易に行うことができる。   In the legs of the support, a part of the upper and lower reinforcing bars intersecting each other of the lower end reinforcing bars can be received at these intersecting parts, and a space allowing the insertion thereof can be provided, and can be brought into contact with the slab formwork. When a certain bottom surface is provided, the support can be arranged on the slab form so as not to move in the horizontal direction by the lower end reinforcing bar. At this time, each support tool is disposed at each intersection of the upper and lower rebar portions, which is a predetermined place. The support of the block by these support tools is pierced into the protrusions of these support tools. Since the piercing position in the block can be arbitrarily selected, the arrangement position of the block can also be arbitrarily determined. Further, since the reinforcing bar insertion space of the leg is formed so that both reinforcing bar parts can be received from above, the leg is covered so that the crossing part of both reinforcing bar parts is covered with the support. The tool can be easily arranged.

一対のアーム部を有する支持具によれば、両アーム部を前記下方の鉄筋部に押し当てることにより弾性変形をする両アーム部材間を通して該鉄筋部を前記脚の空間に受入れ、さらに通過後に両アーム部材上に前記鉄筋部を支持することができる。その結果、ブロックの支持具によって、前記下端鉄筋をも前記スラブ型枠の上方位置に支持することができる。   According to the support having a pair of arm portions, the rebar portions are received in the space of the legs through both arm members that are elastically deformed by pressing both arm portions against the lower rebar portions, and after passing both the rebar portions. The reinforcing bar portion can be supported on the arm member. As a result, the lower end reinforcing bar can also be supported at the upper position of the slab formwork by the block support.

図1を参照すると、本発明に係る支持具が全体に符号10で示されている。   Referring to FIG. 1, a support according to the present invention is indicated generally by the numeral 10.

支持具10は、鉄筋コンクリート床スラブ(図示せず)の形成に際し、現場打ちコンクリートの打設前に、前記鉄筋コンクリート床スラブ中に埋設されるブロック12(図4及び図5)を支持するために用いられる。   The support 10 is used to support the block 12 (FIGS. 4 and 5) embedded in the reinforced concrete floor slab before placing the cast-in-place concrete when forming the reinforced concrete floor slab (not shown). It is done.

ブロック12は、前記鉄筋コンクリート床スラブの厚さ寸法の増大に伴う該床スラブの軽量化に資する材料、例えば発泡スチロールのような発泡プラスチック材料で形成されている。   The block 12 is formed of a material that contributes to weight reduction of the floor slab as the thickness of the reinforced concrete floor slab increases, for example, a foamed plastic material such as polystyrene foam.

前記鉄筋コンクリート床スラブの形成のため、板状のスラブ型枠14が設置され、該スラブ型枠の上方に下端鉄筋16が配置される。下端鉄筋16は全体に格子状を呈し、縦横に組まれた複数の下方の鉄筋部18及び複数の上方の鉄筋部20からなる。   In order to form the reinforced concrete floor slab, a plate-like slab form 14 is installed, and a lower end reinforcing bar 16 is arranged above the slab form. The lower end reinforcing bar 16 has a lattice shape as a whole, and includes a plurality of lower reinforcing bar portions 18 and a plurality of upper reinforcing bar portions 20 which are assembled vertically and horizontally.

ブロック12を支持するための支持具10は、例えばプラスチック材料からなり、脚22と、該脚から上方へ伸びる、ブロック12に突き刺し可能である突起24と、該突起の周囲の全部を取り巻く鍔26とを備える。   The support 10 for supporting the block 12 is made of, for example, a plastic material. The leg 22, a protrusion 24 extending upward from the leg and capable of being pierced into the block 12, and a collar 26 surrounding the entire periphery of the protrusion 12. With.

図示の脚22は、互いに相対する2対の側面28,30であって側面28,30が互いに隣接しかつ直交する2対の側面28,30と、空間32と、平坦な底面36とを有する。   The illustrated leg 22 has two pairs of side surfaces 28 and 30 opposite to each other, the side surfaces 28 and 30 being adjacent to each other and orthogonal to each other, a space 32, and a flat bottom surface 36. .

空間32は各対の側面28,30と、底面36とに開口している。空間32の開口は、1対の側面28においてほぼ矩形状(図1)を呈し、1対の側面において逆U字形状(図2)を呈し、また底面36において矩形状(図示せず)を呈する。側面28における矩形の開口34及び側面30における逆U字形の開口35は、それぞれ、下端鉄筋の下方の鉄筋部18及び上方の鉄筋部20が挿通可能である大きさを有し、また両鉄筋部18,20の直径の合計より大きい高さ寸法を有する。これらのことから、空間32は、上下の両鉄筋部18,20の交差箇所において、両鉄筋部18,20をこれらの上方から受入れ可能であり、かつ両鉄筋部18,20の挿通を許す。   The space 32 opens to each pair of side surfaces 28 and 30 and a bottom surface 36. The opening of the space 32 has a substantially rectangular shape (FIG. 1) on the pair of side surfaces 28, an inverted U shape (FIG. 2) on the pair of side surfaces, and a rectangular shape (not shown) on the bottom surface. Present. The rectangular opening 34 on the side surface 28 and the inverted U-shaped opening 35 on the side surface 30 have such sizes that the lower reinforcing bar portion 18 and the upper reinforcing bar portion 20 can be inserted through the lower end reinforcing bar, respectively. It has a height dimension that is greater than the sum of the 18 and 20 diameters. For these reasons, the space 32 can receive both the reinforcing bar portions 18 and 20 from above at the intersection of the upper and lower reinforcing bar portions 18 and 20 and allows the both reinforcing bar portions 18 and 20 to be inserted.

したがって、支持具10は、その脚22が両鉄筋部18,20の交差箇所を覆うように又は該交差箇所に跨るように、前記交差箇所の上方からスラブ型枠14上に配置することができる。   Therefore, the support 10 can be disposed on the slab form 14 from above the intersection so that the legs 22 cover the intersection of the two reinforcing bars 18 and 20 or straddle the intersection. .

空間32が、その頂部に、鉄筋部18,20の直径にほぼ等しい直径を有する半円形部分38,40を有するものとすることができる。これによれば、これらの半径部分38,40に受け入れられ該半径部分を挿通する鉄筋部18,20の前記穴内におけるがたつきを防止することができる。   The space 32 may have semicircular portions 38, 40 having a diameter approximately equal to the diameter of the reinforcing bars 18, 20 at the top. According to this, rattling in the hole of the reinforcing bar portions 18 and 20 that are received by these radius portions 38 and 40 and are inserted through the radius portions can be prevented.

支持具の脚22は、好ましくは、2対のアーム42部を有する。2対のアーム部42は、図1で見て、下方の鉄筋部18の軸線方向へ互いに間隔をおいて、より詳細には上方の鉄筋部20の直径に相当する間隔をおいて配置されている。アーム部42は、その数量を2対とする図示の例に代えて、1対とすることができる。   The support leg 22 preferably has two pairs of arms 42. As shown in FIG. 1, the two pairs of arm portions 42 are spaced apart from each other in the axial direction of the lower reinforcing bar portion 18, more specifically, spaced apart from each other by a distance corresponding to the diameter of the upper reinforcing bar portion 20. Yes. Instead of the illustrated example in which the number of arms 42 is two pairs, the number of arms 42 can be one pair.

各対のアーム部42は、脚22の底面36の上方に位置する基部43から互いに他の一方へ向けて斜め上方へ伸び、これらの上端部44において互いに接している。各アーム部42は、図示の例のように、上端部44からさらにL形に伸びる先端部分46を有するものとすることができる。   Each pair of arm portions 42 extends obliquely upward from the base portion 43 located above the bottom surface 36 of the leg 22 toward the other, and is in contact with each other at their upper end portions 44. Each arm portion 42 may have a distal end portion 46 that further extends in an L shape from the upper end portion 44 as in the illustrated example.

各対のアーム部42は、支持具の脚22が両鉄筋部18,20の前記交差部に跨りかつスラブ型枠14に接するように配置されるとき、空間32に受け入れられる下方の鉄筋部18からの押圧力を受け、各対のアーム部42はこれらの基部43において弾性変形し、これらの上端部44が互いに離れる。次いで、各対のアーム部の上端部44を通過した鉄筋部18はその一部が空間の半円形部分40に到達する。   Each pair of arm portions 42 has a lower reinforcing bar portion 18 that is received in the space 32 when the leg 22 of the support member is disposed so as to straddle the intersection of the two reinforcing bar portions 18 and 20 and contact the slab formwork 14. The pair of arm portions 42 are elastically deformed at their base portions 43 and the upper end portions 44 are separated from each other. Next, a part of the reinforcing bar portion 18 that has passed through the upper end portion 44 of each pair of arm portions reaches the semicircular portion 40 of the space.

各対のアーム部の上端部44間を経て半円形部分40に到達した鉄筋部18は、前記アーム部の上端部44上に支持される。このとき、前記アーム部の先端部分46は鉄筋部18の周囲を部分的に取り巻き、これを保持する。このとき、同時に、下端鉄筋16もスラブ型枠14の上方位置に支持される。   The reinforcing bar 18 that reaches the semicircular portion 40 through the upper end 44 of each pair of arms is supported on the upper end 44 of the arm. At this time, the distal end portion 46 of the arm portion partially surrounds the reinforcing bar portion 18 and holds it. At the same time, the lower end reinforcing bar 16 is also supported at a position above the slab formwork 14.

次に、支持具の突起24は、図示の例では、十字形の横断面形状を呈するように組み合わされた2つの先細の板部からなる。突起24は、前記ブロックに突き刺し可能である限り、その断面形状は問わない。   Next, the protrusion 24 of the support tool is composed of two tapered plate portions combined so as to exhibit a cross-shaped cross section in the illustrated example. As long as the protrusion 24 can pierce the block, the cross-sectional shape thereof is not limited.

また、支持具の鍔26は、ブロック12に対する突起24の突き刺さり量を制限する作用、すなわちブロック12を所定の高さ位置に受け止める作用をなす。   Further, the heel 26 of the support implements an action of limiting the amount of piercing of the protrusion 24 with respect to the block 12, that is, an action of receiving the block 12 at a predetermined height position.

鍔26は、突起24の周囲の全部を取り巻く1の円板部で構成された図示の例に代えて、突起の周囲の一部を取り巻く1又は複数の板部からなるものとし、また円形以外の例えば矩形のような平面形状を有するものとすることができる。   The flange 26 is composed of one or a plurality of plates surrounding a part of the periphery of the protrusion, instead of the illustrated example composed of one disk portion surrounding the entire periphery of the protrusion 24, and other than circular. It can have a planar shape such as a rectangle.

また、鍔26の高さ位置は、突起24に対するブロック12の突き刺さり量を考慮して、突起24の高さ位置のほぼ中間に位置する図示の例に代えて、前記中間位置より上方又は下方に任意に定めることができる。   Further, the height position of the flange 26 is set above or below the intermediate position in place of the illustrated example, which is positioned approximately in the middle of the height position of the protrusion 24 in consideration of the amount of piercing of the block 12 with respect to the protrusion 24. It can be arbitrarily determined.

図示のブロック12は、前記鉄筋コンクリート床スラブにおける騒音レベルの低下を意図して、その頂面がほぼ正弦曲線の一部からなる断面形状を有するものに設定されている。しかし、前記ブロックは、図示の例に限らず、任意の形状のもの、例えば直方体形状のものであってもよい。   The illustrated block 12 is set to have a cross-sectional shape whose top surface is substantially part of a sinusoidal curve in order to reduce the noise level in the reinforced concrete floor slab. However, the block is not limited to the illustrated example, and may have any shape, for example, a rectangular parallelepiped shape.

ブロック12は、好ましくは、その底面からそのその四隅において突き刺された4つの支持具10をもって支持する。スラブ型枠14又は下端鉄筋16上におけるブロック12の配置位置は、所定位置(下端鉄筋16の前記交差箇所)に配置された支持具10に対するブロック12の突き刺し位置によって定めることができる。   The block 12 is preferably supported by four supports 10 pierced from its bottom surface at its four corners. The arrangement position of the block 12 on the slab formwork 14 or the lower end reinforcing bar 16 can be determined by the piercing position of the block 12 with respect to the support 10 arranged at a predetermined position (the intersection of the lower end reinforcing bar 16).

また、予めブロック12に突き刺した複数の支持具10を床スラブ14上又は下端鉄筋16上に配置することによっても、ブロック12を下端鉄筋16の上方位置に配置することができる。   Moreover, the block 12 can also be arrange | positioned in the upper position of the lower end reinforcement 16 also by arrange | positioning the some support tool 10 pierced to the block 12 previously on the floor slab 14 or the lower end reinforcement 16.

複数のブロック12を含む前記鉄筋コンクリート床スラブは、本発明に係る支持具10により下端鉄筋16の上方位置に複数のブロック12を設置した後、これらのブロック12の上方に上端鉄筋48(図4及び図5)を配置し、ブロック12を適当な固定手段(図示せず)によりスラブ型枠14に固定し後、スラブ型枠14上にコンクリートを打設することにより形成される。支持具10は、ブロック12と共に前記コンクリート中に埋設される。   In the reinforced concrete floor slab including a plurality of blocks 12, after the plurality of blocks 12 are installed above the lower end reinforcing bars 16 by the support 10 according to the present invention, the upper end reinforcing bars 48 (see FIG. 5), the block 12 is fixed to the slab mold 14 by an appropriate fixing means (not shown), and then concrete is placed on the slab mold 14. The support 10 is embedded in the concrete together with the block 12.

なお、下端鉄筋の鉄筋部18を受け入れる半円形部分40にその開放端からその内方へ水平に伸びかつ互いに相対する一対のフラップ50を設けることができる。フラップ50は弾性変形可能であり、半円形部分40に受け入れられる鉄筋部18の直径が図示の例におけるより小さい場合、該鉄筋部によって両フラップ50が折り曲げられるとき、その弾性復元力により、前記鉄筋部を半円形部分40の中心軸線上に据える作用をなす。   A pair of flaps 50 that extend horizontally from the open end to the inside of the semicircular portion 40 that receives the reinforcing bar portion 18 of the lower end reinforcing bar and face each other can be provided. When the flap 50 is elastically deformable and the diameter of the reinforcing bar 18 received in the semicircular portion 40 is smaller in the illustrated example, when both the flaps 50 are bent by the reinforcing bar, the elastic restoring force causes the reinforcing bar The portion is placed on the central axis of the semicircular portion 40.

なお、脚22の補強のため、各側面30に、開口35の周囲をこれに沿って伸びる逆U字形のリブが設けられている。   In order to reinforce the leg 22, each side face 30 is provided with an inverted U-shaped rib extending around the opening 35.

本発明に係る支持具の正面図である。It is a front view of the support according to the present invention. 支持具の側面図である。It is a side view of a support tool. 図1の線2−2に沿って得た縦断面図である。It is the longitudinal cross-sectional view obtained along line 2-2 of FIG. ブロック12及びこれを支持する支持具が配置されたスラブ型枠の縦断面図である。It is a longitudinal cross-sectional view of the slab formwork in which the block 12 and the support tool which supports this are arrange | positioned. 図4の線5−5に沿って得た縦断面図である。It is the longitudinal cross-sectional view obtained along line 5-5 of FIG.

符号の説明Explanation of symbols

10 支持具
12 ブロック
14 スラブ型枠
16 下端鉄筋
22,24,26 支持具の脚、突起及び鍔
32 脚部の空間
42 アーム部
DESCRIPTION OF SYMBOLS 10 Support tool 12 Block 14 Slab formwork 16 Lower end reinforcement 22, 24, 26 Leg, protrusion, and collar of support tool 32 Space of leg part 42 Arm part

Claims (3)

複数のブロックが埋設された鉄筋コンクリート床スラブを形成するためのスラブ型枠上に設置された下端鉄筋の上方に各ブロックを支持するために用いられる支持具であって、
脚と、該脚から上方へ伸びる、前記ブロックに突き刺し可能である突起と、該突起の周囲の全部又は一部を取り巻く鍔とを備える、支持具。
A support tool used to support each block above a lower end reinforcing bar installed on a slab formwork for forming a reinforced concrete floor slab in which a plurality of blocks are embedded,
A support comprising a leg, a protrusion extending upward from the leg and capable of piercing the block, and a hook surrounding all or part of the periphery of the protrusion.
前記下端鉄筋は、互いに直交する複数の上方の鉄筋部及び複数の下方の鉄筋部からなり、前記脚は、上下の両鉄筋部の交差箇所において前記上方の鉄筋部及び前記下方の鉄筋部をこれらの上方から受入れかつこれらの挿通を許す鉄筋部挿通空間と、前記スラブ型枠に当接可能の底面とを有する、請求項1に記載の支持具。   The lower end reinforcing bar includes a plurality of upper reinforcing bar portions and a plurality of lower reinforcing bar portions orthogonal to each other, and the leg includes the upper reinforcing bar portion and the lower reinforcing bar portion at the intersection of the upper and lower reinforcing bar portions. The support tool according to claim 1, further comprising: a reinforcing bar portion insertion space that is received from above and allows the insertion thereof, and a bottom surface that can contact the slab formwork. さらに、前記脚の鉄筋部挿通空間に設けられた互いに他の一方に向けて上方へ伸びる一対のアーム部を備え、両アーム部はこれらの間を前記下方の鉄筋部が上方に向けて通過するように弾性変形可能であり、また、通過後の前記下方の鉄筋部を支持可能である、請求項2に記載の支持具。
Furthermore, it is provided with a pair of arm parts provided in the reinforcing bar insertion space of the leg and extending upward toward each other, and both arm parts pass between them with the lower reinforcing bar part passing upward. The support tool according to claim 2, which can be elastically deformed and can support the lower reinforcing bar portion after passing.
JP2003308985A 2003-09-01 2003-09-01 Block support used for forming void slabs Expired - Fee Related JP4291090B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007254964A (en) * 2006-03-20 2007-10-04 Kurimoto Ltd Reinforcement arrangement structure containing void member, and reinforcement arrangement method
JP2008280736A (en) * 2007-05-10 2008-11-20 Kumagai Gumi Co Ltd Holder for holding block with space from lower end bar
JP2010222925A (en) * 2009-03-25 2010-10-07 Kumagai Gumi Co Ltd Floor slab and method for constructing the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007254964A (en) * 2006-03-20 2007-10-04 Kurimoto Ltd Reinforcement arrangement structure containing void member, and reinforcement arrangement method
JP2008280736A (en) * 2007-05-10 2008-11-20 Kumagai Gumi Co Ltd Holder for holding block with space from lower end bar
JP2010222925A (en) * 2009-03-25 2010-10-07 Kumagai Gumi Co Ltd Floor slab and method for constructing the same

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