JPH0797835A - Spacer block for reinforcement arrangement and reinforcement arrangement method - Google Patents

Spacer block for reinforcement arrangement and reinforcement arrangement method

Info

Publication number
JPH0797835A
JPH0797835A JP16479694A JP16479694A JPH0797835A JP H0797835 A JPH0797835 A JP H0797835A JP 16479694 A JP16479694 A JP 16479694A JP 16479694 A JP16479694 A JP 16479694A JP H0797835 A JPH0797835 A JP H0797835A
Authority
JP
Japan
Prior art keywords
reinforcing bar
reinforcing
opening
spacer block
holding
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
Application number
JP16479694A
Other languages
Japanese (ja)
Inventor
Masao Obata
政雄 小畑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP16479694A priority Critical patent/JPH0797835A/en
Publication of JPH0797835A publication Critical patent/JPH0797835A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To properly hold a reinforcement at the preset position, easily fit the reinforcement to a spacer block, and prevent the spacer block from sinking into the bed thereof, even when the bed is soft. CONSTITUTION:The intersection of orthogonal reinforcements 2a and 2b is provided with clamping sections 6 to hold the reinforcements 2a and 2b along each direction, unidirectional or bidirectional reinforcement rests 8 externally extended at both inlet ends of open sections 7 formed at the upper center of the sections 6 for the reinforcements 2a and 2b, and support legs 10 to bear the sections 6. Also, a level difference approximately corresponding to the diameter of the reinforcements 2a and 2b is formed between support positions of the sections 6 for one reinforcement 2b and support sections of the sections 6 for the other reinforcement 2a. Furthermore, the open sections 7 have a gap smaller than the diameter of the reinforcements 2a and 2b, and are expanded via the insertion of the reinforcements 2a and 2b placed on the rests 8 into the sections 6, and the reinforcements 2a and 2b are thus coupled to the sections 6.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、配筋用スペーサーブロ
ック及び配筋方法に関する。特に、配筋用スペーサーブ
ロックによりコンクリート層に埋没されるメッシュ鉄筋
を支持する配筋用スペーサーブロック及び配筋方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer block for bar arrangement and a bar arrangement method. In particular, the present invention relates to a reinforcing bar spacer block that supports a mesh reinforcing bar buried in a concrete layer by the reinforcing bar spacer block, and a reinforcing bar method.

【0002】[0002]

【従来の技術】従来、市販されている床配筋用のスペー
サーブロックとして、図5に示す鋼製の棒状のもの(床
用ボルスタータイプ)、図6に示す腰掛け状のもの(ハ
イチェアータイプ)、或いはモルタル製でサイコロ状の
もの等があり、それぞれは使い勝手に応じて適当に使用
されている。ここで、図5に示す床用ボルスタータイプ
の床配筋用のスペーサーブロックは、鋼棒12の下端に
間隔をおいて、山形に折り曲げた複数の鋼棒片13の頂
部を結合したものであり、かかる鋼棒12上に鉄筋を載
置する。また、図6に示すハイチェアータイプのスペー
サーブロックは、頂部に凹部を形成した逆U字状の棒状
の鋼棒片14の凹部14aの下端を逆U字状の棒状の鋼
棒片15により支えたものであり、凹部14a上に鉄筋
を載置する。また、サイコロ状のもの(図示せず)は、
立方体状のスペーサーブロック上に鉄筋を載置する。
2. Description of the Related Art Conventionally, commercially available spacer blocks for floor reinforcement are made of steel rods as shown in FIG. 5 (floor bolster type for floors) and seated as shown in FIG. 6 (high chair type). Alternatively, there is a die made of mortar and the like, and each is appropriately used according to the convenience. Here, the floor bolster type spacer block for floor reinforcement shown in FIG. 5 is formed by joining the tops of a plurality of steel bar pieces 13 that are bent in a mountain shape at intervals at the lower end of the steel bar 12. The rebar is placed on the steel rod 12. Further, in the high chair type spacer block shown in FIG. 6, the lower end of the concave portion 14a of the inverted U-shaped rod-shaped steel rod piece 14 having the concave portion formed at the top is supported by the inverted U-shaped rod-shaped steel rod piece 15. The rebar is placed on the recess 14a. In addition, dice-shaped (not shown),
Place the rebar on a cubic spacer block.

【0003】[0003]

【発明が解決しようとする課題】上述した各種のスペー
サーブロックは、いずれも鉄筋をスペーサーブロック上
に単に載置するものであるので、鉄筋はスペーサーブロ
ックとの定着性が乏しく、鉄筋をスペーサーブロックに
載置した位置が移動するという問題点がある。また、こ
れらのスペーサーブロックのうち、床用ボルスタータイ
プとハイチェアータイプとは、直接、合板型枠などの堅
固なせき板に接して使われる場合は殆ど問題を生じない
が、最近、所々の設計仕様に取り入れられつつある屋上
床外断熱防水工法で使われる場合は問題が生じている。
それは、外断熱用の発泡樹脂系断熱板(例えば発泡ポリ
スチレンなど)を押さえ込むコンクリートのひび割れ防
止用の配筋用鉄筋を定位置に保持する場合は、下地面が
ソフトなためスペーサーブロックが沈み込み、予想以上
に使用することが困難であることによる。また、床用ボ
ルスタータイプ、或いはハイチェアータイプは断熱板を
傷つけるので使われず、ハイチェアータイプの下部に鉄
板を取り付けたものやモルタル製のサイコロ状のものが
使われることがあるが、上述したように配筋用鉄筋は単
にスペーサーブロックに載置されるだけであるので、作
業者が配筋された鉄筋の上を歩行する度に、反動で鉄筋
は浮き上がって簡単に外れてしまい、スペーサーブロッ
クとしての機能を果たさなくなるという問題点がある。
In each of the various spacer blocks described above, since the reinforcing bars are simply placed on the spacer blocks, the reinforcing bars have a poor anchoring property to the spacer blocks, and the reinforcing bars cannot be used as spacer blocks. There is a problem that the placed position moves. Of these spacer blocks, the floor bolster type and high chair type cause almost no problems when they are used directly in contact with a solid dam such as a plywood formwork, but recently there have been some designs. There is a problem when it is used in the rooftop floor insulation and waterproofing method, which is being incorporated into the specifications.
That is, when holding the reinforcing bar for reinforcing bars to prevent cracking of concrete that presses in the foamed resin insulation plate for external insulation (such as expanded polystyrene), the spacer block sinks because the base surface is soft, It is difficult to use more than expected. Also, the floor bolster type or high chair type is not used because it damages the heat insulating plate, but the one with a steel plate attached to the bottom of the high chair type or the mortar dice type is used, but as mentioned above. Since the reinforcing bar for reinforcement is simply placed on the spacer block, every time the worker walks on the reinforcement bar, the reinforcing bar floats up and easily disengages as a spacer block. There is a problem that the function of will not be fulfilled.

【0004】本発明は、かかる問題点を解決し、配筋用
鉄筋を確実に定位置に保持でき、スペーサーブロックへ
の配筋用鉄筋の取付けが簡単であり、スペーサーブロッ
クの下地面がソフトな場合にもその下地面への沈み込み
のない配筋用スペーサーブロック及び配筋方法を提供す
ることを目的とする。
The present invention solves such a problem, the reinforcing bar for reinforcing bar can be surely held in a fixed position, the reinforcing bar for reinforcing bar is easily attached to the spacer block, and the lower ground of the spacer block is soft. Even in the case, it is an object of the present invention to provide a spacer block for bar arrangement and a bar arrangement method that do not sink into the underlying surface.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するた
め、本発明の配筋用スペーサーブロックは、鉄筋を挟持
する挟持部と、該挟持部の上部中央に形成した開口の入
側両端で外方に延びた鉄筋受けと、該挟持部を支持する
支持脚とを備え、該開口は鉄筋直径より小さい間隔を有
し、該鉄筋受けへ載置した鉄筋の挟持部内への挿入によ
って該開口を拡開させ、鉄筋を該挟持部に嵌入させるよ
うにしたことにより構成される。ここで、挟持部は、鉄
筋を位置決め、支持するものであり、その内側で直接接
触させ鉄筋を把持することが好ましい。例えば、円弧状
の挟持部に押し込まれた鉄筋を固定的に挟持する。しか
しながら、鉄筋を位置決めできれば、ある程度挟持部内
と鉄筋間に隙間があっても差支えない。挟持部の鉄筋を
支持する内腔は円弧状、U状、V状等の形状をとること
ができる。また、鉄筋受けは、挟持部内への鉄筋の嵌入
前、鉄筋を時間の長短を問わず一時的に受け、位置決め
を容易にし、挟持部内に鉄筋を案内する。また、鉄筋を
嵌入するために、挟持部の上部中央に形成した開口を拡
開する場合に、鉄筋直径より小さい間隔を有する開口の
拡開を容易にする役割を果たす。鉄筋の嵌入後、拡開さ
れた開口は縮小し、鉄筋の抜け止めを防止する。挟持部
を支持する支持脚は各挟持具を相互に固定する構造であ
れば、例えば円筒状の単一の脚柱であっても、個別の脚
柱であってもよい。また、配筋用スペーサーブロックに
おける挟持具を直接的に支持脚によって支持するのでな
く、基板を介設して支持脚により支持してもよい。ま
た、本発明の配筋用スペーサーブロックの挟持部におい
て、直交する一方の鉄筋の該挟持部の支持位置と他方の
鉄筋の該挟持部の支持位置との間にほぼ鉄筋の直径の長
さに相当する高低差を設けることが好ましい。メッシュ
鉄筋の場合、直交する鉄筋は上下に通常溶接等により相
互に接合されており、かかるメッシュ鉄筋を支持、配筋
することに適合するからである。また、メッシュ鉄筋の
場合、直交する鉄筋が相互に接合されているので、鉄筋
受けと鉄筋直径より小さい間隔を有する開口を設け、開
口を拡開・縮小して鉄筋の抜け止めを防止することは、
直交する鉄筋の一方について行えばよいが、双方につい
て行うことにより一層確実となる。
In order to solve the above-mentioned problems, a spacer block for reinforcing bars according to the present invention has a holding portion for holding a reinforcing bar and an outer side at both ends of an opening formed in the center of the upper portion of the holding portion on the entrance side. A reinforcing bar receiver extending in one direction and a supporting leg for supporting the sandwiching portion, the opening having a spacing smaller than the diameter of the reinforcing bar, and inserting the opening by inserting the reinforcing bar placed on the reinforcing bar receiver into the sandwiching portion. It is configured by expanding and inserting the reinforcing bar into the holding portion. Here, the sandwiching part positions and supports the reinforcing bar, and it is preferable to directly contact the inside of the clamping part to grip the reinforcing bar. For example, the reinforcing bars pushed into the arc-shaped holding portion are fixedly held. However, as long as the reinforcing bars can be positioned, there is no problem even if there is a gap between the holding portion and the reinforcing bars to some extent. The inner cavity that supports the reinforcing bars of the sandwiching portion can have an arc shape, a U shape, a V shape, or the like. Further, the reinforcing bar receiver temporarily receives the reinforcing bar regardless of the length of time before the reinforcing bar is inserted into the clamping section, facilitates positioning, and guides the reinforcing bar into the clamping section. In addition, when the opening formed in the center of the upper part of the sandwiching portion is expanded for inserting the reinforcing bar, it serves to facilitate the expansion of the opening having an interval smaller than the diameter of the reinforcing bar. After the reinforcement is inserted, the widened opening is reduced to prevent the reinforcement from slipping out. The support leg that supports the holding portion may be, for example, a single cylindrical column or an individual column as long as it has a structure for fixing the sandwiching tools to each other. Further, the sandwiching tool in the reinforcing bar spacer block may not be directly supported by the supporting legs, but may be supported by the supporting legs via a substrate. Further, in the holding portion of the reinforcing bar spacer block of the present invention, the length of the diameter of the reinforcing bar is approximately between the supporting position of the holding portion of one reinforcing bar and the supporting position of the holding portion of the other reinforcing bar which are orthogonal to each other. It is preferable to provide a corresponding height difference. This is because, in the case of the mesh rebar, the orthogonal rebars are usually joined to each other vertically by welding or the like, which is suitable for supporting and arranging the mesh rebar. Also, in the case of mesh rebar, since orthogonal rebars are joined to each other, it is not possible to prevent the rebar from slipping out by providing an opening with a distance smaller than the diameter of the rebar and the diameter of the rebar and expanding / reducing the opening. ,
This may be done for one of the orthogonal reinforcing bars, but it will be more reliable if done for both.

【0006】本発明の配筋用スペーサーブロックは、鉄
筋を挟持する挟持部と、該挟持部の上部両側から内方に
延び、先端に開口を形成した鉄筋受けと、該挟持部を支
持する支持脚とを備え、該開口は鉄筋直径より小さい間
隔を有し、該鉄筋受けへ載置した鉄筋の挟持部内への挿
入によって該開口を拡開させ、鉄筋を該挟持部に嵌入さ
せるようにしたことにより構成される。本発明の配筋用
スペーサーブロックの鉄筋受けは、挟持部の上部両側か
ら内方に延在するので、鉄筋受けは鉄筋の抜け止めを防
止するよう構成することができる。例えば、図4に示す
ように、鉄筋受けの内側先端を挟持部の内腔方向に垂下
するように形成する。上述した本発明の配筋用スペーサ
ーブロックの支持脚の下部は支持板を有するよう構成
し、スペーサーブロックの下地面がソフトな場合に、支
持脚の沈み込みを防止することができる。
The reinforcing bar spacer block of the present invention includes a holding portion for holding the reinforcing bar, a reinforcing bar receiver which extends inwardly from both upper sides of the holding section and has an opening at the tip, and a support for supporting the holding section. A leg and the opening has a space smaller than the diameter of the reinforcing bar, and the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver into the clamping section so that the reinforcing bar is fitted into the clamping section. It is composed of Since the reinforcing bar receiver of the reinforcing bar spacer block of the present invention extends inward from both upper sides of the holding portion, the reinforcing bar receiver can be configured to prevent the reinforcing bar from coming off. For example, as shown in FIG. 4, the inner tip of the reinforcing bar receiver is formed so as to hang down in the direction of the inner cavity of the holding portion. The lower part of the supporting leg of the spacer block for reinforcing bar of the present invention described above is configured to have a supporting plate, and it is possible to prevent the supporting leg from sinking when the lower ground of the spacer block is soft.

【0007】また、本発明の配筋用スペーサーブロック
による配筋方法は、直交する鉄筋の交差部において各方
向の鉄筋をそれぞれ挟持する挟持部と、該挟持部の一方
向若しくは双方向の挟持部の上部中央の開口に接続する
鉄筋受けと、該挟持部を支持する支持脚とを備え、該開
口は鉄筋直径より小さい間隔を有する配筋用スペーサー
ブロックの該鉄筋受けに鉄筋を載置し、該挟持部内へ挿
入して、前記開口を拡開させ、鉄筋を該挟持部に嵌入さ
せ、支持することをにより構成される。ここで、鉄筋受
けへの鉄筋の載置は時間の長短を問わない。
Further, the reinforcing bar using the spacer block for reinforcing bars of the present invention includes a pinching portion for pinching the reinforcing bars in each direction at the intersection of the orthogonal reinforcing bars, and a one-way or two-way pinching portion of the pinching portion. A reinforcing bar receiver connected to an opening in the center of the upper part, and a supporting leg for supporting the sandwiching part, and the opening places the reinforcing bar on the reinforcing bar receiver of the reinforcing bar spacer block having a spacing smaller than the reinforcing bar diameter, It is configured by inserting into the holding portion, expanding the opening, fitting the reinforcing bar into the holding portion, and supporting it. Here, the placement of the reinforcing bar on the reinforcing bar receiver does not matter whether the time is long or short.

【0008】[0008]

【作用】本発明において、直交する鉄筋の交差部におい
て各方向の鉄筋をそれぞれ挟持する挟持部と、該挟持部
の一方向若しくは双方向の挟持部の上部中央の開口に接
続する鉄筋受けと、該挟持部を支持する支持脚とを備
え、該開口は鉄筋直径より小さい間隔を有する配筋用ス
ペーサーブロックの該鉄筋受けに鉄筋を載置し、該挟持
部内へ挿入して、前記開口を拡開させ、鉄筋を該挟持部
に嵌入させ、支持し、鉄筋の嵌入後に開口は縮小し、鉄
筋の抜け止めを防止する。また、本発明の配筋用スペー
サーブロックの支持脚の下部に支持板を設けた場合、支
持板により荷重を分散させ、スペーサーブロックの下地
面がソフトな場合にも、支持脚の下地面への沈み込みを
防止する。
In the present invention, a sandwiching portion that sandwiches the reinforcing bars in each direction at the intersecting portion of the orthogonal reinforcing bars, and a reinforcing bar receiver that is connected to an opening in the upper center of the sandwiching portion in one direction or in both directions, A supporting leg for supporting the holding portion, the opening is expanded by placing the reinforcing bar on the reinforcing bar receiver of the reinforcing bar spacer block having an interval smaller than the diameter of the reinforcing bar and inserting the reinforcing bar into the holding section. The opening is opened, the reinforcing bar is fitted into the holding portion and supported, and the opening is reduced after the reinforcing bar is fitted to prevent the reinforcing bar from coming off. Further, when a supporting plate is provided below the supporting leg of the spacer block for reinforcing bar of the present invention, the load is dispersed by the supporting plate, and even when the lower ground of the spacer block is soft, Prevent subduction.

【0009】[0009]

【実施例】本発明の実施例として溶接金網も用いた場合
を図面を参照して説明する。図1において、溶接金網配
筋用スペーサーブロック1と、その溶接金網配筋用スペ
ーサーブロック1上に配設された溶接金網2が示され
る。本例で、溶接金網配筋用スペーサーブロック1の設
置は発泡樹脂系断熱材3上である。発泡樹脂系断熱材3
の下面に接して、防水層4が設けられている。溶接金網
2を配筋して後、押さえコンクリート5を打設する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A case where a welded wire mesh is also used as an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a spacer block 1 for arranging welded wire mesh and a welded wire mesh 2 arranged on the spacer block 1 for arranging welded wire mesh. In this example, the spacer block 1 for welding wire mesh reinforcement is installed on the foamed resin heat insulating material 3. Foam resin insulation 3
The waterproof layer 4 is provided in contact with the lower surface of the. After arranging the welding wire net 2, the pressing concrete 5 is placed.

【0010】図2により、図1に示す溶接金網配筋用ス
ペーサーブロック1の例を詳しく説明する。金網筋2
a、2bは直交して交差し、溶接金網2を構成する。溶
接金網配筋用スペーサーブロック1は、金網筋2a、2
bの交差部Aにおいて、それぞれの方向の金網筋2a、
2bをそれぞれ挟持する挟持部6と、該挟持部6の上部
に形成した開口7の入側両端に外方に延びた金網筋受け
8と、該挟持部6を支持する支持脚10とを備える。該
金網筋受け8への金網筋2a、2bの挿入によって該開
口7を拡開し、該挟持部6内に金網筋2a、2bを嵌入
する。金網筋2a、2bの挟持部6からの離脱は確実に
防止することができる。本例で、溶接金網配筋用スペー
サーブロック1は、発泡樹脂系断熱材3上に設置される
ので、支持脚10下に一定の面積を有する支持板11が
設けられる。これにより、人が歩行する等の荷重がかか
っても、溶接金網配筋用スペーサーブロック1の下部の
発泡樹脂系断熱材3への沈み込みを防止し、防水層4を
傷つけることがなく、また押さえコンクリート5にひび
割れを起こさせない。なお、支持板11下の下地材への
沈み込みの心配のない場合には、その点では支持板11
を設ける必要はないといえるが、かかる場合においても
支持板11を設けることにより、配筋用スペーサーブロ
ックの据付上での安定性を高めることができる。直交す
る一方の鉄筋2aの挟持部6の支持位置と他方の鉄筋2
bの挟持部2bの支持位置との間に、ほぼ鉄筋の直径の
長さに相当する高低差を設ける。図2とは異なり、挟持
部の一方には金網筋受け8を設けず、挟持部の内側をU
状、或いはV状に上部を開放して形成してもよい。言う
までもなく、双方の鉄筋に対して、本例のごとく開口を
形成し、金網筋受けを設けると、一層鉄筋の抜け止めを
防止することができる。
An example of the spacer block 1 for welding wire mesh reinforcement shown in FIG. 1 will be described in detail with reference to FIG. Wire netting 2
A and 2b intersect at right angles and constitute the welded wire mesh 2. The spacer block 1 for arranging welded wire mesh has wire mesh bars 2a, 2
At the intersection A of b, the wire netting 2a in each direction,
2b, a sandwiching portion 6 for sandwiching the sandwiching portion 2b, wire mesh reinforcements 8 extending outward at both entrance sides of an opening 7 formed in the upper portion of the sandwiching portion 6, and supporting legs 10 for supporting the sandwiching portion 6. . The opening 7 is expanded by inserting the wire net reinforcements 2a and 2b into the wire mesh reinforcement receivers 8 and the wire mesh reinforcements 2a and 2b are fitted into the holding portion 6. It is possible to reliably prevent the wire netting bars 2a and 2b from coming off the holding section 6. In this example, the spacer block 1 for arranging welded wire mesh is installed on the foamed resin heat insulating material 3, so that the support plate 11 having a certain area is provided below the support leg 10. Accordingly, even if a load is applied such as when a person walks, the welded wire mesh reinforcing spacer block 1 is prevented from sinking into the foamed resin heat insulating material 3, and the waterproof layer 4 is not damaged. Does not cause cracks in the holding concrete 5. If there is no fear of sinking into the base material under the support plate 11, in that respect the support plate 11
Although it can be said that it is not necessary to provide the above, even in such a case, by providing the support plate 11, it is possible to enhance the stability in installation of the reinforcing bar spacer block. The support position of the sandwiching portion 6 of the one reinforcing bar 2a and the other reinforcing bar 2 which are orthogonal to each other.
A height difference corresponding to the length of the diameter of the reinforcing bar is provided between the gripping portion 2b and the supporting position of the sandwiching portion 2b. Unlike FIG. 2, the wire mesh reinforcement 8 is not provided on one side of the sandwiching portion, and the inside of the sandwiching portion is U-shaped.
The upper part may be opened in a V shape or a V shape. Needless to say, if openings are formed in both reinforcing bars as in this example and a wire net reinforcing bar receiver is provided, it is possible to further prevent the reinforcing bars from coming off.

【0011】次に、図3により、別の実施例を説明す
る。金網筋2a、2bは直交して交差し、溶接金網2を
構成する。溶接金網配筋用スペーサーブロック1は、金
網筋2a、2bの交差部Aにおいて、それぞれの方向の
金網筋2a、2bをそれぞれ挟持する挟持部6と、該挟
持部6の上部に形成した開口7の入側両端で外方に延び
た金網筋受け8と、該挟持部6を固着する共通の基板9
と、該基板9を支持する支持脚10とを備える。図3
は、挟持部6を直接、支持脚10によって支持するので
はなく、基板9を介して支持する場合であり、この他は
上述した図2の実施例とほぼ同じである。
Next, another embodiment will be described with reference to FIG. The wire nettings 2a and 2b intersect at right angles to form a welded wire netting 2. The spacer block 1 for arranging welded wire mesh has a sandwiching portion 6 for sandwiching the wire mesh reinforcements 2a and 2b in respective directions at an intersection A of the wire mesh reinforcements 2a and 2b, and an opening 7 formed in the upper portion of the sandwiching portion 6. A wire netting receiver 8 extending outward at both ends on the insertion side and a common substrate 9 for fixing the holding portion 6
And supporting legs 10 for supporting the substrate 9. Figure 3
Is a case where the sandwiching portion 6 is not directly supported by the supporting legs 10 but is supported through the substrate 9, and other than this is almost the same as the embodiment of FIG. 2 described above.

【0012】次に、図4により、さらに別の実施例を説
明する。図4において、配筋用スペーサーブロック1
は、直交する鉄筋2a、2bの交差部において各方向の
鉄筋2a、2bをそれぞれ挟持する挟持部6と、鉄筋2
bの挟持部6の上部両側から内方に延び、先端に開口7
を形成した鉄筋受け8と、挟持部6を支持する支持脚1
0とを備える。開口7は鉄筋2bの直径より小さい間隔
を有し、鉄筋受け8へ載置した鉄筋の挟持部6内への挿
入によって該開口を拡開させ、鉄筋2bを挟持部6に嵌
入させる。鉄筋2bの挟持部6の支持内腔はU状であ
る。直交する一方の鉄筋2bの挟持部6内の支持位置と
他方の鉄筋2aの挟持部6内の支持位置との間にほぼ鉄
筋の直径の長さに相当する高低差を設ける。鉄筋2a、
2bのかかる支持状態を維持できるように、鉄筋2aの
挟持部6の支持内腔はV状とし、このV状の支持斜面の
位置、高さを定める。鉄筋2aを挟持部6のV状の支持
内腔に強制的に押し込むように、V状の傾斜、寸法を定
めると、摩擦抵抗により鉄筋2aの抜け止めを防止する
ように働く。本例の配筋用スペーサーブロック1は支持
脚10の沈下を防止するため支持板11を設ける。
Next, another embodiment will be described with reference to FIG. In FIG. 4, a spacer block 1 for bar arrangement
Is a holding portion 6 that holds the reinforcing bars 2a and 2b in each direction at the intersection of the orthogonal reinforcing bars 2a and 2b.
It extends inward from both sides of the upper part of the holding part 6 of b, and has an opening 7 at the tip.
Support leg 1 that supports the reinforcing bar receiver 8 and the holding portion 6
With 0 and. The opening 7 has a gap smaller than the diameter of the reinforcing bar 2b, and the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver 8 into the clamping section 6, and the reinforcing bar 2b is fitted into the clamping section 6. The support lumen of the holding portion 6 of the reinforcing bar 2b is U-shaped. A height difference corresponding to the length of the diameter of the reinforcing bar is provided between the supporting position of the one reinforcing bar 2b in the clamping section 6 and the supporting position of the other reinforcing bar 2a in the clamping section 6 which are orthogonal to each other. Rebar 2a,
In order to maintain such a supporting state of 2b, the supporting lumen of the holding portion 6 of the reinforcing bar 2a is V-shaped, and the position and height of this V-shaped supporting slope are determined. When the V-shaped inclination and dimensions are determined so that the reinforcing bar 2a is forcedly pushed into the V-shaped supporting inner cavity of the holding portion 6, the reinforcing bar 2a works to prevent the reinforcing bar 2a from coming off due to frictional resistance. The reinforcing bar spacer block 1 of this example is provided with a support plate 11 to prevent the support legs 10 from sinking.

【0013】[0013]

【発明の効果】本発明の配筋用スペーサーブロックは、
鉄筋の取付けが簡単であり、鉄筋を確実に定位置に保持
でき、コンクリート打設等の作業時に決して外れること
はない。また、断熱材等のソフトな下地材の有無にかか
わらず鉄筋全般への適用が可能であり、外断熱用断熱板
に使用した場合にも、沈み込むこともなく、また防水層
を傷つけることはない。
The spacer block for bar arrangement of the present invention comprises:
It is easy to install the rebar, it can be securely held in place, and never comes off during work such as concrete pouring. In addition, it can be applied to all reinforcing bars regardless of the presence or absence of a soft base material such as a heat insulating material, and when used as a heat insulating plate for external heat insulation, it does not sink and does not damage the waterproof layer. Absent.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の配筋用スペーサーブロックを屋上外断
熱防水工法の配筋に適用した場合を示す図である。
FIG. 1 is a diagram showing a case where a reinforcing bar spacer block of the present invention is applied to a reinforcing bar of a roof outside heat insulating and waterproofing method.

【図2】本発明の配筋用スペーサーブロックの実施例を
説明する図である。(イ)は平面図、(ロ)は側面図、
(ハ)は斜視図である。
FIG. 2 is a diagram for explaining an example of a reinforcing bar spacer block of the present invention. (A) is a plan view, (b) is a side view,
(C) is a perspective view.

【図3】本発明の配筋用スペーサーブロックの別の実施
例を説明する図である。(イ)は平面図、(ロ)は側面
図、(ハ)は斜視図である。
FIG. 3 is a view for explaining another embodiment of the reinforcing bar spacer block of the present invention. (A) is a plan view, (B) is a side view, and (C) is a perspective view.

【図4】本発明の配筋用スペーサーブロックの、さらに
他の実施例を説明する図である。(イ)は斜視図、
(ロ)は(イ)のX方向の側面図、(ハ)は(イ)のY
方向の側面図である。
FIG. 4 is a diagram illustrating still another embodiment of the reinforcing bar spacer block of the present invention. (A) is a perspective view,
(B) is a side view of (A) in the X direction, and (C) is a Y side of (A).
It is a side view of a direction.

【図5】従来の配筋用スペーサーブロックを説明する図
である。
FIG. 5 is a diagram illustrating a conventional bar arrangement spacer block.

【図6】他の従来の配筋用スペーサーブロックを説明す
る図である。
FIG. 6 is a diagram illustrating another conventional spacer block for bar arrangement.

【符号の説明】[Explanation of symbols]

1 配筋用スペーサーブロック 2 溶接金網 2a、2b 金網筋 3 発泡樹脂系断熱材 4 防水層 5 押さえコンクリート 6 挟持部 7 開口 8 鉄筋受け(金網筋受け) 9 基板 10 支持脚 11 支持板 12 鋼棒 13 鋼棒片 14 逆U字状の棒状の鋼棒片 15 逆U字状の棒状の鋼棒片 1 Spacer Block for Bar Arrangement 2 Welded Wire Mesh 2a, 2b Wire Mesh Bar 3 Foamed Resin Insulation Material 4 Waterproof Layer 5 Pressing Concrete 6 Clamping Part 7 Opening 8 Reinforcing Bar Receiving (Wire Reinforcing Bar) 9 Substrate 10 Supporting Leg 11 Supporting Plate 12 Steel Bar 13 steel rod piece 14 inverted U-shaped rod-shaped steel rod piece 15 inverted U-shaped rod-shaped steel rod piece

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋を挟持する挟持部と、該挟持部の上
部中央に形成した開口の入側両端で外方に延びた鉄筋受
けと、該挟持部を支持する支持脚とを備え、該開口は鉄
筋直径より小さい間隔を有し、該鉄筋受けへ載置した鉄
筋の挟持部内への挿入によって該開口を拡開させ、鉄筋
を該挟持部に嵌入させるようにしたことを特徴とする配
筋用スペーサーブロック。
1. A holding part for holding a reinforcing bar, a reinforcing bar receiver extending outward at both entrance-side ends of an opening formed in an upper center of the holding part, and a supporting leg for supporting the holding part, The opening has a spacing smaller than the diameter of the reinforcing bar, and the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver into the clamping section, and the reinforcing bar is fitted into the clamping section. Spacer block for muscles.
【請求項2】 直交する鉄筋の交差部において、各方向
の鉄筋をそれぞれ挟持する挟持部と、直交する鉄筋の該
挟持部の一方向若しくは双方向の挟持部の上部中央に形
成した開口の入側両端で外方に延びた鉄筋受けと、該挟
持部を支持する支持脚とを備え、直交する一方の鉄筋の
該挟持部の支持位置と他方の鉄筋の該挟持部の支持位置
との間にほぼ鉄筋の直径の長さに相当する高低差を設
け、該開口は鉄筋直径より小さい間隔を有し、該鉄筋受
けへ載置した鉄筋の挟持部内への挿入によって該開口を
拡開させ、鉄筋を該挟持部に嵌入させるようにしたこと
を特徴とする配筋用スペーサーブロック。
2. At the intersection of orthogonal reinforcing bars, a holding portion for holding reinforcing bars in each direction and an opening formed in the center of the upper portion of the holding portion of the perpendicular reinforcing bars in one direction or in both directions. A reinforcing bar receiver that extends outward at both ends of the side, and a supporting leg that supports the sandwiching part, and between a supporting position of the sandwiching part of one reinforcing bar and a supporting position of the sandwiching part of the other reinforcing bar orthogonal to each other. A height difference approximately corresponding to the length of the diameter of the reinforcing bar, the opening has a spacing smaller than the diameter of the reinforcing bar, the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver into the sandwiching part, A reinforcing bar spacer block, characterized in that a reinforcing bar is fitted into the holding portion.
【請求項3】 鉄筋を挟持する挟持部と、該挟持部の上
部両側から内方に延び、先端に開口を形成した鉄筋受け
と、該挟持部を支持する支持脚とを備え、該開口は鉄筋
直径より小さい間隔を有し、該鉄筋受けへ載置した鉄筋
の挟持部内への挿入によって該開口を拡開させ、鉄筋を
該挟持部に嵌入させるようにしたことを特徴とする配筋
用スペーサーブロック。
3. A sandwiching part for sandwiching the reinforcing bar, a reinforcing bar receiver extending inward from both upper sides of the sandwiching part and having an opening at its tip, and a supporting leg for supporting the sandwiching part. A bar arrangement having a spacing smaller than the diameter of the reinforcing bar, wherein the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver into the clamping section, and the reinforcing bar is fitted into the clamping section. Spacer block.
【請求項4】 直交する鉄筋の交差部において、各方向
の鉄筋をそれぞれ挟持する挟持部と、直交する鉄筋の該
挟持部の一方向若しくは双方向の挟持部の上部両側から
内方に延び、先端に開口を形成した鉄筋受けと、該挟持
部を支持する支持脚とを備え、直交する一方の鉄筋の該
挟持部の支持位置と他方の鉄筋の該挟持部の支持位置と
の間にほぼ鉄筋の直径の長さに相当する高低差を設け、
該開口は鉄筋直径より小さい間隔を有し、該鉄筋受けへ
載置した鉄筋の挟持部内への挿入によって該開口を拡開
させ、鉄筋を該挟持部に嵌入させるようにしたことを特
徴とする配筋用スペーサーブロック。
4. An intersecting portion of orthogonal reinforcing bars, a clamping portion that clamps the reinforcing bars in each direction, and an inward direction extending from both upper sides of the one-way or bidirectional clamping portion of the orthogonal reinforcing bars, A reinforcing bar receiver having an opening formed at its tip and a supporting leg for supporting the sandwiching portion are provided, and substantially between the supporting position of the sandwiching portion of one reinforcing bar and the supporting position of the sandwiching portion of the other reinforcing bar which are orthogonal to each other. Providing a height difference corresponding to the length of the diameter of the rebar,
The opening has an interval smaller than the diameter of the reinforcing bar, and the opening is expanded by inserting the reinforcing bar placed on the reinforcing bar receiver into the clamping section, and the reinforcing bar is fitted into the clamping section. Spacer block for bar arrangement.
【請求項5】 支持脚の下部は支持板を有することを特
徴とする請求項1、、2、3又は4記載の配筋用スペー
サーブロック。
5. The reinforcing bar spacer block according to claim 1, 2, 3 or 4, wherein the lower part of the supporting leg has a supporting plate.
【請求項6】 直交する鉄筋の交差部において各方向の
鉄筋をそれぞれ挟持する挟持部と、該挟持部の一方向若
しくは双方向の挟持部の上部中央の開口に接続する鉄筋
受けと、該挟持部を支持する支持脚とを備え、該開口は
鉄筋直径より小さい間隔を有する配筋用スペーサーブロ
ックの該鉄筋受けに鉄筋を載置し、該挟持部内へ挿入し
て、前記開口を拡開させ、鉄筋を該挟持部に嵌入させ、
支持することを特徴とする配筋用スペーサーブロックに
よる配筋方法。
6. A holding portion for holding reinforcing bars in each direction at an intersecting portion of orthogonal reinforcing bars, a reinforcing bar receiver connected to an opening at an upper center of the holding section in one direction or two directions of the holding section, and the holding means. And a supporting leg for supporting the portion, and the opening is expanded by placing the reinforcing bar on the reinforcing bar receiver of the reinforcing bar spacer block having an interval smaller than the diameter of the reinforcing bar and inserting the reinforcing bar into the holding section. , Reinforcing the rebar into the holding part,
A reinforcement method using a spacer block for reinforcement, which is characterized by supporting.
JP16479694A 1993-08-05 1994-06-24 Spacer block for reinforcement arrangement and reinforcement arrangement method Pending JPH0797835A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16479694A JPH0797835A (en) 1993-08-05 1994-06-24 Spacer block for reinforcement arrangement and reinforcement arrangement method

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP5-46579 1993-08-05
JP4657993 1993-08-05
JP16479694A JPH0797835A (en) 1993-08-05 1994-06-24 Spacer block for reinforcement arrangement and reinforcement arrangement method

Publications (1)

Publication Number Publication Date
JPH0797835A true JPH0797835A (en) 1995-04-11

Family

ID=26386679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16479694A Pending JPH0797835A (en) 1993-08-05 1994-06-24 Spacer block for reinforcement arrangement and reinforcement arrangement method

Country Status (1)

Country Link
JP (1) JPH0797835A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001032294A (en) * 1999-07-21 2001-02-06 Takashi Kobayashi Jig for holding rod-shaped body for assembling lattice frame such as reinforcing bar in concrete foundation, and holding jig set
JP2011026876A (en) * 2009-07-28 2011-02-10 Sekisui Techno Seikei Kk Spacer for bar arrangement
KR20180001113U (en) * 2016-10-13 2018-04-23 서울주택도시공사 Upper rebar fixing unit with arragement of concrete slab

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001032294A (en) * 1999-07-21 2001-02-06 Takashi Kobayashi Jig for holding rod-shaped body for assembling lattice frame such as reinforcing bar in concrete foundation, and holding jig set
JP2011026876A (en) * 2009-07-28 2011-02-10 Sekisui Techno Seikei Kk Spacer for bar arrangement
KR20180001113U (en) * 2016-10-13 2018-04-23 서울주택도시공사 Upper rebar fixing unit with arragement of concrete slab

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