JP2015010455A - Reinforcement crossing support - Google Patents

Reinforcement crossing support Download PDF

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JP2015010455A
JP2015010455A JP2013138955A JP2013138955A JP2015010455A JP 2015010455 A JP2015010455 A JP 2015010455A JP 2013138955 A JP2013138955 A JP 2013138955A JP 2013138955 A JP2013138955 A JP 2013138955A JP 2015010455 A JP2015010455 A JP 2015010455A
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reinforcing bar
crossing support
cylindrical body
support tool
bar crossing
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JP5443641B1 (en
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正明 石井
Masaaki Ishii
正明 石井
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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcement crossing support capable of surely installing a mesh-like reinforcement of weld-processing all crossing places in a short time.SOLUTION: A reinforcement crossing support 1 is provided for supporting a plurality of mutually orthogonal and orthogonal place-welded reinforcements 10a and 10b. The reinforcement crossing support comprises a cylindrical body 1a, a plurality of elastic skirt parts 3 connected to a lower part of the cylindrical body and a notch part 2 provided in four places of a sidewall of the cylindrical body 1a, and the notch part 2 is arranged every other 90° around the cylindrical body 1a, and is constituted of a notch part inlet 2a for inserting the reinforcements 10a and 10b and a reinforcement receiving part 2b for receiving the reinforcements.

Description

本発明は、RC構造の鉄筋を支持するための鉄筋交差支持具に関する。   The present invention relates to a reinforcing bar crossing support for supporting a reinforcing bar of RC structure.

近年、駐車場、RC構造の建物の施工の際に使用されるコンクリート補強用の鉄筋は、通常は格子状に配筋されてコンクリートの芯材とされる。そして、図7に示すように鉄筋10a,10bを格子状に配筋する際に、支持具としてサイコロ状のコンクリート塊400(図7(a))を用いて配筋の高さや交差する点の位置決めのため針金Wrで結束して固定する方法が採られる場合が多い。この場合、鉄筋10a,10bをコンクリート塊400に針金Wrで結束する作業は時間がかかり、また鉄筋10a,10bの位置決めを正確に行えないという問題があった。   In recent years, reinforcing bars for concrete reinforcement used in the construction of parking lots and RC-structured buildings are usually arranged in a lattice shape and used as a concrete core material. Then, as shown in FIG. 7, when reinforcing bars 10a and 10b are arranged in a lattice pattern, the height of the reinforcing bars and the crossing points are determined using a dice-shaped concrete block 400 (FIG. 7A) as a support. For positioning, a method of binding and fixing with a wire Wr is often employed. In this case, it takes time to bind the reinforcing bars 10a and 10b to the concrete block 400 with the wire Wr, and there is a problem in that the reinforcing bars 10a and 10b cannot be accurately positioned.

そこで、例えば特許文献1において、コンクリート打設時の鉄筋敷設施工において、結束するための針金を不要とする弾力性を有する支持具を用いることで、配筋作業の手間を省き、コストを削減し、工期を短縮し、現場作業の合理化を図ることができる鉄筋交差支持具の技術が開示されている。以下に、この鉄筋交差支持具について説明する。   Therefore, for example, in Patent Document 1, in the construction of reinforcing bars at the time of placing concrete, by using a support that has elasticity that does not require a wire for binding, the labor of bar arrangement work can be saved and the cost can be reduced. In addition, a technique of reinforcing bar crossing support that can shorten the work period and rationalize the field work is disclosed. Below, this reinforcing bar crossing support is explained.

特許文献1の鉄筋交差支持具は、図8(a),(b)に示したように合成樹脂または合成ゴムからなる筒状弾性体100を起立させ、筒状弾性体100の側面10−3の下方に一の鉄筋10bを嵌脱可能に係合嵌着するための鉄筋径φに近似の幅d2(φ≒d2)の長穴20−1が、下から上に向かって筒状弾性体100の対向する側面10−4と共に切り込まれている。そして、前記一の鉄筋10bに他の鉄筋10aが直交するように他の長穴20−2が、上半分の側面10−1の上から下に向って対向する側面10−2と共に切り込まれ、交差する二本の鉄筋10a,10bを所定位置及び所定高さに保持することができる。   As shown in FIGS. 8 (a) and 8 (b), the reinforcing bar crossing support device of Patent Document 1 raises the cylindrical elastic body 100 made of synthetic resin or synthetic rubber, and the side surface 10-3 of the cylindrical elastic body 100. An elongated hole 20-1 having a width d2 (φ≈d2) approximate to the reinforcing bar diameter φ for removably engaging and fitting the single reinforcing bar 10b below is a cylindrical elastic body from the bottom to the top. It is cut with 100 opposite side faces 10-4. Then, the other long hole 20-2 is cut together with the side surface 10-2 facing downward from the upper side surface 10-1 so that the other reinforcing bar 10a is orthogonal to the one reinforcing bar 10b. The two reinforcing bars 10a and 10b that intersect each other can be held at a predetermined position and a predetermined height.

図8(a),(b)において、長穴20−1、20−1、及び20−2、20−2は、切り込み入り口部20aの開口寸法d1を鉄筋径φより小さめとし(d1<φ)、鉄筋10a,10bを係合嵌着する際、弾力的に伸縮して嵌脱可能である。長穴20−1、及び20−2の終端の受部20bは、鉄筋10a,10bの径φに係合するように、円形に形成されている。   8A and 8B, the long holes 20-1, 20-1, and 20-2, 20-2 are such that the opening dimension d1 of the cut entrance 20a is smaller than the reinforcing bar diameter φ (d1 <φ). ) When the reinforcing bars 10a and 10b are engaged and fitted, they can be elastically expanded and contracted. The receiving portions 20b at the ends of the long holes 20-1 and 20-2 are formed in a circular shape so as to engage with the diameter φ of the reinforcing bars 10a and 10b.

図8(c)は、駐車場などのコンクリート床の施工の一例を示したもので、整地した後の割栗を敷設した上に捨てコン(または防水層)を敷設して平面状に均一化し、その上に下側の鉄筋10bを配設し、次に所定高さを保持できる所定の大きさの合成樹脂または合成ゴムからなる筒状弾性体100の鉄筋交差支持具を長穴20−1、20−1を下向きにして上方からあてがって下側の鉄筋10bに係合嵌着し、その上から交差する上側の鉄筋10aを筒状弾性体100の上を向いて口を開けている長穴20−2、20−2に係合嵌着して所定位置に配置することで鉄筋10a,10bを格子状に敷設することが出来る。   Fig. 8 (c) shows an example of the construction of a concrete floor such as a parking lot. After the leveled ground is laid, a discarded container (or waterproof layer) is laid to make it flat and uniform. Then, the lower reinforcing bar 10b is disposed thereon, and then the reinforcing bar crossing support member of the cylindrical elastic body 100 made of synthetic resin or synthetic rubber having a predetermined size capable of holding a predetermined height is used as the long hole 20-1. , 20-1 facing downward, engaging and fitting to the lower rebar 10b from above, and the upper rebar 10a intersecting from above is facing the cylindrical elastic body 100 and opening its mouth Reinforcing bars 10a and 10b can be laid in a grid by engaging and fitting in holes 20-2 and 20-2 and disposing them at predetermined positions.

特開2007−100466号公報Japanese Patent Laid-Open No. 2007-100466

しかし、近年のRC構造に使用される鉄筋は、特に径の小さいものは上側の鉄筋と下側の鉄筋を網目状に配置して、その交差箇所をすべて溶接処理した状態で販売されているものが多くなってきている。このような網目状に構成された鉄筋を、特許文献1の鉄筋交差支持具で支持することはできないという課題がある。すなわち、特許文献1の鉄筋交差支持具では、個々の鉄筋がバラバラの状態でなければ使用できないからである。   However, the rebars used in recent RC structures are sold in a state where the upper and lower rebars are arranged in a mesh shape and all the intersections are welded, especially those with a small diameter. There are many more. There exists a subject that the reinforcing bar comprised in such mesh shape cannot be supported with the reinforcing bar crossing support tool of patent documents 1. That is, the reinforcing bar crossing support of Patent Document 1 cannot be used unless the individual reinforcing bars are separated.

本発明は、上記課題を解決するためになされたものであり、交差箇所がすべて溶接処理された網目状の鉄筋を、短時間に、かつ確実に設置することが可能な鉄筋交差支持具を提供することを目的とする。   The present invention has been made to solve the above-described problems, and provides a reinforcing bar crossing support tool capable of reliably installing a mesh-like reinforcing bar in which all crossing points are welded in a short time. The purpose is to do.

本発明は、上記課題を解決するために以下の構成を有する。   The present invention has the following configuration in order to solve the above problems.

(1)相互に直交し、かつ直交箇所が溶接された複数の鉄筋を支持するための鉄筋交差支持具であって、
筒状体と、
前記筒状体の下部に連結された弾性を有する複数の裾部と、
前記筒状体の側壁の4箇所に設けられた切り込み部と、を有し、
前記切り込み部は、前記筒状体の中心にして90°おきに配置されるとともに、前記鉄筋が挿入される切り込み部入口と前記鉄筋を受ける鉄筋受け部より構成されることを特徴とする鉄筋交差支持具。
(1) Reinforcing bar cross support tool for supporting a plurality of reinforcing bars that are orthogonal to each other and welded at orthogonal points,
A tubular body;
A plurality of bottom portions having elasticity connected to a lower portion of the cylindrical body;
Cutting portions provided at four locations on the side wall of the cylindrical body,
Reinforcing bar crossing, wherein the notch part is arranged at intervals of 90 ° with respect to the center of the cylindrical body, and includes a notch part entrance into which the reinforcing bar is inserted and a reinforcing bar receiving part that receives the reinforcing bar. Support tool.

(2)前記切り込み部が、L字形状であることを特徴とする前記(1)に記載の鉄筋交差支持具。   (2) The reinforcing bar crossing support tool according to (1), wherein the cut portion has an L shape.

(3)前記筒状体の断面形状が、矩形状または円形状であることを特徴とする前記(1)または(2)に記載の鉄筋交差支持具。   (3) The reinforcing bar crossing support device according to (1) or (2), wherein a cross-sectional shape of the cylindrical body is rectangular or circular.

(4)前記筒状体及び前記裾部が、樹脂で形成されていることを特徴とする前記(1)乃至(3)のいずれか1項に記載の鉄筋交差支持具。   (4) The reinforcing bar crossing support according to any one of (1) to (3), wherein the cylindrical body and the skirt are made of resin.

(5)複数の前記鉄筋交差支持具により構成され、前記鉄筋交差支持具の前記裾部に、他の前記鉄筋交差支持具の前記筒状体が挿入されることを特徴とする前記(1)乃至(4)のいずれか1項に記載の鉄筋交差支持具。   (5) It is constituted by a plurality of reinforcing bar crossing support tools, and the cylindrical body of the other reinforcing bar crossing support tool is inserted into the skirt of the reinforcing bar crossing support tool. The reinforcing bar crossing support device according to any one of (4) to (4).

本発明によれば、交差箇所がすべて溶接処理された網目状の鉄筋を、短時間に、かつ確実に設置することが可能な鉄筋交差支持具を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the reinforcing bar crossing support tool which can install the mesh-like reinforcing bar by which all the crossing locations were weld-processed in a short time reliably can be provided.

実施例1の鉄筋交差支持具の構成を示した図The figure which showed the structure of the reinforcing bar crossing support tool of Example 1. 実施例1の鉄筋交差支持具に鉄筋を挿入する状態を示した図The figure which showed the state which inserts a reinforcing bar in the reinforcing bar crossing support tool of Example 1. 実施例1の鉄筋交差支持具に鉄筋を挿入する状態を示した他の図The other figure which showed the state which inserts a reinforcing bar in the reinforcing bar crossing support tool of Example 1. 実施例1の鉄筋交差支持具の現場での設置状態を示す図The figure which shows the installation state in the spot of the reinforcing bar crossing support tool of Example 1. 実施例2の鉄筋交差支持具と現場での設置状態を示す図The figure which shows the reinforcing bar crossing support tool of Example 2, and the installation state in the field 実施例3の鉄筋交差支持具を示す図The figure which shows the reinforcing bar crossing support tool of Example 3. 従来の鉄筋交差支持具及びその設置状態を示した図The figure which showed the conventional reinforcing bar crossing support and its installation state 従来の他の鉄筋交差支持具及びその設置状態を示した図The figure which showed other conventional rebar crossing support tools, and the installation state

本発明を実施するための形態を、図面を参照しつつ以下に説明する。   DESCRIPTION OF EMBODIMENTS Embodiments for carrying out the present invention will be described below with reference to the drawings.

図1は本実施例の鉄筋交差支持具を示した図であり、図1(a)は平面図、(b)は正面図、(c)は右側面図である。参考のために、支持されるべき鉄筋の一部も同時に表示されている。鉄筋交差支持具1は、基本的には1つの筒状体1aと4つの裾部3によって構成されている。裾部3は筒状体1aの下方部に連結されており、図示したように湾曲しているのが好ましい。裾部3が湾曲していることで、鉄筋交差支持具1が上下方向に弾力性(バネ性)を有することになる。このバネ性の効果については、後に詳細に説明する。なお、本実施例の鉄筋交差支持具1は、通常はABS樹脂等を成形して作製される。   FIG. 1 is a view showing a reinforcing bar crossing support tool according to the present embodiment. FIG. 1A is a plan view, FIG. 1B is a front view, and FIG. 1C is a right side view. For reference, part of the reinforcing bars to be supported are also displayed. The reinforcing bar crossing support 1 is basically composed of one cylindrical body 1a and four skirts 3. The skirt 3 is connected to the lower part of the cylindrical body 1a and is preferably curved as shown. Since the skirt 3 is curved, the reinforcing bar crossing support 1 has elasticity (springiness) in the vertical direction. This spring effect will be described in detail later. In addition, the reinforcing bar crossing support tool 1 of a present Example is normally produced by shape | molding ABS resin etc.

更に、鉄筋交差支持具1の筒状体1aは、図示したように側壁の4か所に切り込み部2を有している。この切り込み部2は、略L字形状を有しており、筒状体の上部からの切り込み部入口2aとそれに連結する曲がった鉄筋受け部2bよりなる。なお、切り込み部入り口2aの間口は、図1(d)に示したように、交差した鉄筋10a,10bが回転した状態で鉄筋交差支持具1の内部に入ることができる程度の長さを有しているものとする。また、鉄筋受け部2bの上下方向の幅Aは2つの鉄筋10a,10bの直径φを合計した値(2φ)よりやや大きいものとする。更に、L字部の長さBは、交差した鉄筋が図1(a)の状態になった際に、鉄筋10a,10bと鉄筋交差支持具1が干渉しない程度の長さでなければならない。図から分かるように、4つの切り込み部2は鉄筋交差支持具1の中心に対して、90°おきに配置されている。これは、上下の鉄筋10a,10bが直角に配置、溶接されていることに対応したものである。   Furthermore, the cylindrical body 1a of the reinforcing bar crossing support 1 has cut portions 2 at four locations on the side wall as shown in the figure. The cut portion 2 has a substantially L-shape, and includes a cut portion inlet 2a from the upper portion of the cylindrical body and a bent reinforcing bar receiving portion 2b connected thereto. In addition, as shown in FIG.1 (d), the front part of the notch entrance 2a has a length which can enter the inside of the reinforcing bar cross support 1 with the crossed reinforcing bars 10a and 10b rotating. Suppose you are. The vertical width A of the reinforcing bar receiving portion 2b is slightly larger than the total value (2φ) of the diameters φ of the two reinforcing bars 10a and 10b. Furthermore, the length B of the L-shaped portion must be long enough to prevent the reinforcing bars 10a, 10b and the reinforcing bar crossing support 1 from interfering when the crossed reinforcing bars are in the state shown in FIG. As can be seen from the figure, the four cut portions 2 are arranged every 90 ° with respect to the center of the reinforcing bar crossing support 1. This corresponds to the fact that the upper and lower reinforcing bars 10a and 10b are arranged and welded at right angles.

次に、交差した鉄筋10a,10bが鉄筋交差支持具1に挿入されて固定支持されるまでの状態を図2に示す。図2(a)は、交差した鉄筋10a,10bが上方から鉄筋交差支持具1に向かって下降している状態を示し、図2(b)は、交差した鉄筋10a,10bが切り込み部入口2aに挿入された状態を示す図である。挿入された鉄筋10a,10bは、下側の鉄筋10bの下部が鉄筋受け部2bに接触した後に、図の矢印の方向に回転される。回転した後の状態を図2(c)に示す。この状態では、鉄筋10a,10bの交差点が鉄筋交差支持具1の中心に位置していることになる。また、この状態では、下側の鉄筋10bの下部の2箇所と上側の鉄筋10aの上部の2箇所が鉄筋受け部2bに接触しており、交差した鉄筋自体が上下方向に拘束されていることになる。また、切り込み部2がL字形状であるため、交差した鉄筋10a,10bは簡単には鉄筋交差支持具から逃れられない。   Next, the state until the crossed reinforcing bars 10a and 10b are inserted into the reinforcing bar crossing support 1 and fixedly supported is shown in FIG. FIG. 2A shows a state in which the crossed reinforcing bars 10a and 10b are descending from above toward the reinforcing bar crossing support 1, and FIG. 2B shows the crossed reinforcing bars 10a and 10b being the notch entrance 2a. It is a figure which shows the state inserted in. The inserted reinforcing bars 10a, 10b are rotated in the direction of the arrow in the figure after the lower part of the lower reinforcing bar 10b contacts the reinforcing bar receiving part 2b. The state after the rotation is shown in FIG. In this state, the intersection of the reinforcing bars 10 a and 10 b is located at the center of the reinforcing bar cross support 1. In this state, the lower two reinforcing bars 10b and the upper two upper reinforcing bars 10a are in contact with the reinforcing bar receiving portion 2b, and the crossed reinforcing bars themselves are restrained in the vertical direction. become. Moreover, since the cut | notch part 2 is L-shaped, the crossed reinforcing bars 10a and 10b cannot escape easily from a reinforcing bar crossing support tool.

図3(a)は、鉄筋交差支持具1が交差した鉄筋10a,10bに挿入された状態を上方から見た図であり、図3(b)は、鉄筋交差支持具1を回転させた状態を上方から見た図である。また、図4は、実際に鉄筋交差支持具を複数設置した状態を示す斜視図である。支持される鉄筋は、既に述べたように上側の鉄筋10aと下側の鉄筋10bの交差点ですべて溶接されているため所定の複数箇所で固定すれば、確実に所望の箇所に固定される。更に、本実施例の鉄筋交差支持具1は、4つの裾部3が弾性を有しているため、例えば設置されるべき交差した鉄筋10a,10bが多少波打つ状態であったとしても、その上下方向の変位差を吸収することができる。このことは、鉄筋の設置作業時間の低減にも貢献することになる。   FIG. 3A is a view of the state in which the reinforcing bar crossing support tool 1 is inserted into the crossed reinforcing bars 10a and 10b as viewed from above, and FIG. 3B is a state in which the reinforcing bar crossing support tool 1 is rotated. It is the figure which looked at from the upper part. FIG. 4 is a perspective view showing a state where a plurality of reinforcing bar crossing supports are actually installed. Since the supported reinforcing bars are all welded at the intersections of the upper reinforcing bar 10a and the lower reinforcing bar 10b as already described, if they are fixed at a plurality of predetermined positions, they are surely fixed at desired positions. Further, the reinforcing bar crossing support 1 of the present embodiment has the four bottoms 3 having elasticity. For example, even if the crossing reinforcing bars 10a and 10b to be installed are somewhat wavy, the upper and lower sides thereof The displacement difference in direction can be absorbed. This also contributes to a reduction in the time for installing the reinforcing bars.

本実施例は、実施例1の鉄筋交差支持具を同一箇所に複数使用する場合の例である。すなわち、例えば要求されるコンクリート層の厚みが準備した鉄筋交差支持具に適合しない場合がある。即ち、交差した鉄筋はコンクリート層の厚み方向の略中心位置に設置されるのが理想である。このように交差した鉄筋が設置されることで、コンクリート全体の強度が最高に高められるからである。しかし、コンクリート層の厚みが大きく、準備した鉄筋交差支持具では交差した鉄筋をコンクリート層の厚みの中心から下方で支持せざるを得ない場合がある。   A present Example is an example in the case of using two or more reinforcement crossing support tools of Example 1 in the same location. That is, for example, the required thickness of the concrete layer may not be compatible with the prepared reinforcing bar crossing support. In other words, it is ideal that the crossed reinforcing bars are installed at a substantially central position in the thickness direction of the concrete layer. This is because the strength of the entire concrete can be maximized by installing crossed reinforcing bars. However, the thickness of the concrete layer is large, and in the prepared reinforcing bar crossing support tool, the crossed reinforcing bar may have to be supported downward from the center of the thickness of the concrete layer.

図5(a),(b)は、このような場合に準備した鉄筋交差支持具を重ねることによって、交差した鉄筋を上方に移動させた状態を示した図である。上側の鉄筋交差支持具の下方から、他の鉄筋交差支持具を挿入することにより、交差した鉄筋の上下方向の位置を上にあげることができる。このように、鉄筋交差支持具を2個(複数)使用することによって、新たな鉄筋交差支持具を設計、製造することなく種々の厚みのコンクリート層に対応することができる。   FIGS. 5A and 5B are views showing a state in which the crossed reinforcing bars are moved upward by overlapping the reinforcing bar crossing supports prepared in such a case. By inserting another reinforcing bar crossing support tool from below the upper reinforcing bar crossing support tool, the vertical position of the crossed reinforcing bars can be raised. Thus, by using two (plural) reinforcing bar crossing supports, it is possible to deal with concrete layers of various thicknesses without designing and manufacturing a new reinforcing bar crossing support.

本実施例の鉄筋交差支持具によれば、交差箇所がすべて溶接処理された網目状の鉄筋を、短時間に、かつ確実に設置することが可能となる。   According to the reinforcing bar crossing support tool of the present embodiment, it is possible to reliably install the mesh-like reinforcing bar in which all the crossing points are welded in a short time.

本実施例の鉄筋交差支持具は、機能的な構成については実施例1の鉄筋交差支持具と同様であるが、筒状体の断面形状が円形である点が相違する。本実施例の鉄筋交差支持具5の斜視図を図6に示す。切り込み部が筒状体の側壁に90°おきに形成されていること、また切り込み部入口と鉄筋受け部がL字を形成していることは実施例1と同様である。また、裾部の形状も同一であり垂直方向に弾性を有している。   The reinforcing bar crossing support tool of the present embodiment is the same as the reinforcing bar crossing support tool of Example 1 in terms of functional configuration, but is different in that the cross-sectional shape of the cylindrical body is circular. FIG. 6 shows a perspective view of the reinforcing bar crossing support 5 of this embodiment. The cut portions are formed in the side wall of the cylindrical body every 90 °, and the cut portion entrance and the reinforcing bar receiving portion are formed in an L shape as in the first embodiment. Also, the shape of the skirt is the same and has elasticity in the vertical direction.

本実施例の鉄筋交差支持具5のように断面形状が円形であれば、例えばこの支持具を樹脂で成形する場合に、型の作製が容易である、強度上有利である等の利点がある。   If the cross-sectional shape is circular as in the reinforcing bar crossing support tool 5 of this embodiment, for example, when this support tool is molded from a resin, there are advantages such as easy fabrication of the mold and advantages in strength. .

本実施例の鉄筋交差支持具によれば、交差箇所がすべて溶接処理された網目状の鉄筋を、短時間に、かつ確実に設置することが可能となる。   According to the reinforcing bar crossing support tool of the present embodiment, it is possible to reliably install the mesh-like reinforcing bar in which all the crossing points are welded in a short time.

1 鉄筋交差支持具
1a 筒状体
2 切り込み部
2a 切り込み部入口
2b 鉄筋受け部
3 裾部
10a,10b 鉄筋
DESCRIPTION OF SYMBOLS 1 Reinforcing bar crossing support 1a Cylindrical body 2 Notch part 2a Notch part entrance 2b Reinforcing bar receiving part 3 Bottom part 10a, 10b

(1)相互に直交し、かつ直交箇所が溶接された複数の鉄筋を支持するための鉄筋交差支持具であって、
筒状体と、
前記筒状体の下部に連結された上下方向の弾性を有する複数の裾部と、
前記筒状体の側壁の4箇所に設けられたL字形状の切り込み部と、を有し、
前記切り込み部は、前記筒状体の中心にして90°おきに配置されるとともに、前記鉄筋が挿入される切り込み部入口と前記鉄筋を受ける鉄筋受け部より構成されることを特徴とする鉄筋交差支持具。
(2)前記筒状体の断面形状が、矩形状または円形状であることを特徴とする前記(1)に記載の鉄筋交差支持具。
(3)前記筒状体及び前記裾部が、樹脂で形成されていることを特徴とする前記(1)または(2)に記載の鉄筋交差支持具。
(4)複数の前記鉄筋交差支持具により構成され、前記鉄筋交差支持具の前記裾部に、他の前記鉄筋交差支持具の前記筒状体が挿入されることを特徴とする前記(1)乃至(3)のいずれか1項に記載の鉄筋交差支持具。
(1) Reinforcing bar cross support tool for supporting a plurality of reinforcing bars that are orthogonal to each other and welded at orthogonal points,
A tubular body;
A plurality of skirts having elasticity in the vertical direction connected to the lower part of the cylindrical body;
L-shaped cut portions provided at four locations on the side wall of the cylindrical body,
Reinforcing bar crossing, wherein the notch part is arranged at intervals of 90 ° with respect to the center of the cylindrical body, and includes a notch part entrance into which the reinforcing bar is inserted and a reinforcing bar receiving part that receives the reinforcing bar. Support tool.
(2) The reinforcing bar cross supporter according to (1), wherein a cross-sectional shape of the cylindrical body is rectangular or circular.
(3) The reinforcing bar crossing support according to (1) or (2), wherein the cylindrical body and the skirt are made of resin.
(4) It is constituted by a plurality of the reinforcing bar crossing support tools, and the cylindrical body of the other reinforcing steel bar crossing support tool is inserted into the bottom part of the reinforcing bar crossing support tool. The reinforcing bar crossing support device according to any one of (3) to (3).

Claims (5)

相互に直交し、かつ直交箇所が溶接された複数の鉄筋を支持するための鉄筋交差支持具であって、
筒状体と、
前記筒状体の下部に連結された弾性を有する複数の裾部と、
前記筒状体の側壁の4箇所に設けられた切り込み部と、を有し、
前記切り込み部は、前記筒状体の中心にして90°おきに配置されるとともに、前記鉄筋が挿入される切り込み部入口と前記鉄筋を受ける鉄筋受け部より構成されることを特徴とする鉄筋交差支持具。
A reinforcing bar crossing support tool for supporting a plurality of reinforcing bars that are orthogonal to each other and welded at orthogonal points,
A tubular body;
A plurality of bottom portions having elasticity connected to a lower portion of the cylindrical body;
Cutting portions provided at four locations on the side wall of the cylindrical body,
Reinforcing bar crossing, wherein the notch part is arranged at intervals of 90 ° with respect to the center of the cylindrical body, and includes a notch part entrance into which the reinforcing bar is inserted and a reinforcing bar receiving part that receives the reinforcing bar. Support tool.
前記切り込み部が、L字形状であることを特徴とする請求項1に記載の鉄筋交差支持具。   The reinforcing bar crossing support tool according to claim 1, wherein the cut portion is L-shaped. 前記筒状体の断面形状が、矩形状または円形状であることを特徴とする請求項1または2に記載の鉄筋交差支持具。   The cross section of the cylindrical body is rectangular or circular, and the reinforcing bar crossing support tool according to claim 1 or 2. 前記筒状体及び前記裾部が、樹脂で形成されていることを特徴とする請求項1乃至3のいずれか1項に記載の鉄筋交差支持具。   4. The reinforcing bar crossing support device according to claim 1, wherein the cylindrical body and the skirt portion are made of resin. 5. 複数の前記鉄筋交差支持具により構成され、前記鉄筋交差支持具の前記裾部に、他の前記鉄筋交差支持具の前記筒状体が挿入されることを特徴とする請求項1乃至4のいずれか1項に記載の鉄筋交差支持具。   It is comprised by the said several reinforcing bar crossing support tool, The said cylindrical body of the other said reinforcing bar crossing support tool is inserted in the said skirt part of the said reinforcing steel bar crossing support tool, Any one of Claim 1 thru | or 4 characterized by the above-mentioned. The reinforcing bar crossing support tool according to claim 1.
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Cited By (2)

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Publication number Priority date Publication date Assignee Title
CN107859245A (en) * 2017-10-13 2018-03-30 温州市交通工程咨询监理有限公司 A kind of cushion block of concrete bar protective layer fixed structure and method
JP7096469B1 (en) * 2022-02-27 2022-07-06 合同会社天神サービス Small cross-section underground continuous wall

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SE539746C2 (en) * 2015-07-08 2017-11-14 Innovativ Plast I Väst Ab Stackable wall spacer for supporting a reinforcement grid inconcrete constructions

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107859245A (en) * 2017-10-13 2018-03-30 温州市交通工程咨询监理有限公司 A kind of cushion block of concrete bar protective layer fixed structure and method
JP7096469B1 (en) * 2022-02-27 2022-07-06 合同会社天神サービス Small cross-section underground continuous wall

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