JPH08302902A - Sleeve reinforcing structure - Google Patents

Sleeve reinforcing structure

Info

Publication number
JPH08302902A
JPH08302902A JP11449395A JP11449395A JPH08302902A JP H08302902 A JPH08302902 A JP H08302902A JP 11449395 A JP11449395 A JP 11449395A JP 11449395 A JP11449395 A JP 11449395A JP H08302902 A JPH08302902 A JP H08302902A
Authority
JP
Japan
Prior art keywords
sleeve
reinforcing
reinforcing bar
cage
outer peripheral
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
JP11449395A
Other languages
Japanese (ja)
Inventor
Masayoshi Yamaguchi
正芳 山口
Minoru Tsujihana
稔 辻鼻
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP11449395A priority Critical patent/JPH08302902A/en
Publication of JPH08302902A publication Critical patent/JPH08302902A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To eliminate the need for any special positioning or reinforcement when incorporating a sleeve into a reinforcing bar arrangement by integrating a reinforcing projection on the outer peripheral surface on the end of the sleeve. CONSTITUTION: A pair of reinforcing bars 12, which are bent in semicircular shape along the outer peripheral shape of a sleeve, are preliminarily integrated by welding 14 on the outer peripheral part on both ends of a sleeve 10 comprising a steel pipe or the like about at two locations, which makes it possible to construct the sleeve 10 in a floating state in the air with both ends 12a of each reinforcing bar 12 as a leg. This installation height is set as a mounting height of a cage 16. Then, the sleeve 10 is laid out so that it may cross the longitudinal direction of the cage 16 which is preliminarily assembled in rectangular shape in cross section. Both ends 12a of each reinforcing bar 12 are arranged to cross upper and lower main reinforcing bars 16a or vertical bars 16b in the cage 16 while their crossing areas are bundled with an annealing wire or welded, thereby ending fixing work after the sleeve 10 is aligned.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋組の内部に位置
決めされるスリーブの補強構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing structure for a sleeve positioned inside a reinforcing bar assembly.

【0002】[0002]

【従来の技術】鉄筋組みを貫通して電気あるいは衛生設
備用の配線または配管を通すためのスリーブを配置する
場合、従来では図5(a),(b)に示すように、スリ
ーブ1の位置を決めてその位置でスリーブ1の周囲に補
強鉄筋2を井桁状あるいは斜め井桁状に組込み、補強鉄
筋2の主筋3との交叉端を番線あるいは溶接などによっ
て連結し、その後コンクリートを打設することで一体化
している。
2. Description of the Related Art When arranging a sleeve for passing wiring or piping for electric or sanitary equipment through a rebar assembly, conventionally, as shown in FIGS. Determine the position and install the reinforcing bar 2 around the sleeve 1 in the shape of a cross girder or diagonal cross girder, connect the intersecting end of the reinforcing bar 2 with the main bar 3 by a number line or welding, and then place concrete. Are integrated in.

【0003】[0003]

【発明が解決しようとする課題】該種鉄筋コンクリート
を貫通して配置されるスリーブの組み込みに当たっては
鉄筋工だけでなく配線工や配管工などの複数の業種がス
リーブ1の取付にかかわるため、打ち合わせが不十分と
なることがある。
When assembling the sleeve arranged to penetrate through the seed reinforced concrete, not only the reinforcing bar but also a plurality of industries such as wiring and plumbers are involved in the mounting of the sleeve 1, and therefore, the meeting is not carried out. It may be insufficient.

【0004】このため、スリーブが所定の位置に配置さ
れていないまま鉄筋を組み終えたり、位置決め補強作業
を忘れるなど、手違いを生ずることが多く、この場合に
は後の追加工事等により折角造った構造物に孔を明けて
スリーブ1を配置したり、迂回部分を設けてスリーブの
配管を行なわなければならず、設計仕様と異なる惧れが
あった。
For this reason, there are many mistakes such as finishing the assembling of the reinforcing bar without forgetting the sleeve at a predetermined position and forgetting the reinforcing work for positioning. In this case, it is bent at a later time by additional work. There is a possibility that the sleeve 1 may be arranged in the structure by forming a hole, or the bypass portion may be provided to perform piping of the sleeve, which is different from the design specification.

【0005】この発明は、スリーブを鉄筋組に組込むに
当たって格別な位置決めや補強を不要としたスリーブの
補強構造を提供することを目的としている。
It is an object of the present invention to provide a sleeve reinforcing structure that does not require special positioning or reinforcement when the sleeve is assembled into a reinforcing bar assembly.

【0006】[0006]

【課題を解決するための手段】この発明は、スリーブの
少くとも端部外周に位置決めを兼用した補強用突起を予
め一体化し、該スリーブを鉄筋の組立位置に位置決め配
置するとともに、前記突起を前記鉄筋側に連結すること
を特徴とする(請求項1)。
SUMMARY OF THE INVENTION According to the present invention, a reinforcing projection, which also serves as a positioning member, is integrated in advance at least on the outer periphery of the end portion of the sleeve, and the sleeve is positioned and arranged at the rebar assembly position. It is characterized in that it is connected to the reinforcing bar side (Claim 1).

【0007】前記補強用突起は、前記スリーブの外周形
状に沿って半円状に折曲加工した補強筋の中間部を該ス
リーブの端部外周に一体化することが好ましい(請求項
2)。
It is preferable that the reinforcing protrusion is formed by integrating a middle portion of a reinforcing bar bent in a semicircular shape along an outer peripheral shape of the sleeve with an outer periphery of an end portion of the sleeve (claim 2).

【0008】[0008]

【作用】スリーブを鉄筋に組み込んだ状態では補強用突
起は鉄筋に接触し、この位置に保持される。したがっ
て、この補強用突起の端部を鉄筋に固定すれば、スリー
ブの位置決め固定作業を完了する。
When the sleeve is incorporated in the reinforcing bar, the reinforcing projection contacts the reinforcing bar and is held in this position. Therefore, by fixing the end portion of the reinforcing projection to the reinforcing bar, the positioning and fixing work of the sleeve is completed.

【0009】[0009]

【実施例】図1はこの発明にかかるスリーブを示してい
る。このスリーブ10は鋼管等から構成されるもので、
スリーブ10の少なくても両端部外周にはそれぞれその
外周形状に沿って半円状に折曲加工した一対の補強筋1
2を二箇所程度溶接14により予め一体化しており、こ
のため、スリーブ10は各補強筋12の両端部12aを
脚部として宙に浮いた状態で横設可能となっており、こ
の設置高さを鉄筋籠に対する取付高さ位置に設定してい
る。
FIG. 1 shows a sleeve according to the present invention. This sleeve 10 is made of steel pipe or the like,
At least the outer circumferences of both ends of the sleeve 10 are bent into a semicircular shape along the outer circumference of each of the pair of reinforcing bars 1.
Two of them are previously integrated by welding 14 at about two places. Therefore, the sleeve 10 can be installed horizontally with the both ends 12a of each reinforcing bar 12 as the legs in a state of floating in the air. Is set at the mounting height position for the rebar cage.

【0010】補強筋12により補強されたスリーブ10
を例えば図2に示すように予め横長矩形状断面に組立て
られた鉄筋籠16の長手方向と交叉すべく配置すると、
各補強筋12の両端部12aは鉄筋籠16の上下の主筋
16aあるいは縦筋16bに交叉する。したがって、こ
の交叉部分を番線で結束するか、溶接することにより、
スリーブ1の位置決め後の固定作業が完了する。
A sleeve 10 reinforced by reinforcing bars 12.
Is arranged so as to intersect with the longitudinal direction of the reinforcing bar cage 16 which is assembled in advance in a horizontally long rectangular cross section as shown in FIG. 2, for example,
Both ends 12a of each reinforcing bar 12 intersect with the upper and lower main bars 16a or the vertical bars 16b of the reinforcing bar cage 16. Therefore, by binding this intersection with a numbered wire or welding it,
The fixing work after the positioning of the sleeve 1 is completed.

【0011】その後型枠を設置し、コンクリートを打設
すれば、スリーブ10を直交方向に貫通した横長コンク
リート構造物を得ることができる。
After that, a formwork is installed and concrete is poured to obtain a horizontally long concrete structure which penetrates the sleeve 10 in the orthogonal direction.

【0012】図3はスリーブ10の補強構造の他の実施
例を示している。この実施例では、補強用突起として、
補強筋12に代えシアコネクタ18,18が採用されて
いる。図3ではシアコネクタ18,18がスリーブ10
の外周にほぼ同ピッチで多数形成されていることが示さ
れているが、スリーブ10の長手方向に沿っても周方向
のピッチとほぼ同ピッチで多数形成されている。この場
合、スリーブ10の長手方向におけるピッチは、周方向
のピッチより長くしてもよいことは勿論である。
FIG. 3 shows another embodiment of the reinforcing structure of the sleeve 10. In this embodiment, as the reinforcing protrusion,
Instead of the reinforcing bar 12, shear connectors 18, 18 are adopted. In FIG. 3, the shear connectors 18 and 18 are sleeves 10.
It is shown that a large number are formed on the outer periphery of the sleeve 10 at substantially the same pitch, but also along the longitudinal direction of the sleeve 10, a large number are formed at substantially the same pitch as the circumferential pitch. In this case, of course, the pitch in the longitudinal direction of the sleeve 10 may be longer than the pitch in the circumferential direction.

【0013】図4(a),(b)はスリーブ10の補強
構造のさらに他の実施例を示している。まず(a)にお
いては、スリーブ10の両端部を含む外周に予め複数の
補強円盤20を嵌合し、各嵌合部を溶接によりスリーブ
10に一体化している。各補強円盤20に形成した複数
の孔20aはコンクリートの流動性を保つために明けた
ものである。この実施例では、両端の補強円盤20を鉄
筋籠の主筋に溶接すれば、スリーブ10の位置決め固定
と、開口部補強作業を完了する。
FIGS. 4A and 4B show still another embodiment of the reinforcing structure of the sleeve 10. First, in (a), a plurality of reinforcing discs 20 are fitted in advance to the outer circumference including both ends of the sleeve 10, and the fitting parts are integrated with the sleeve 10 by welding. The plurality of holes 20a formed in each reinforcing disk 20 are opened to maintain the fluidity of concrete. In this embodiment, if the reinforcing disks 20 at both ends are welded to the main bars of the reinforcing bar cage, the positioning and fixing of the sleeve 10 and the opening reinforcing work are completed.

【0014】また(b)においては、スリーブ10の両
端部外周に直線状の複数の補強筋22を溶接あるいはボ
ルト止めなどの手段によって放射状に突設し、各補強筋
22同士をスリーブ10と同心状に曲成された鉄筋製の
補強リング24で連結している。
Further, in (b), a plurality of linear reinforcing bars 22 are radially projected on the outer circumference of both ends of the sleeve 10 by means such as welding or bolting, and the reinforcing bars 22 are concentric with the sleeve 10. They are connected by a reinforcing ring 24 made of rebar that is bent in a shape.

【0015】この実施例では補強筋22の端部鉄筋との
交叉端を連結固定すればスリーブ10の位置決め固定と
補強作業を同時に行なうことができる。
In this embodiment, by connecting and fixing the crossing end of the reinforcing bar 22 with the end reinforcing bar, the positioning and fixing of the sleeve 10 and the reinforcing work can be performed at the same time.

【0016】[0016]

【発明の効果】この発明にかかるスリーブの補強構造
は、スリーブを鉄筋に組み込んだ状態では補強用突起は
鉄筋に接触し、この位置に保持され、補強用突起の端部
を鉄筋に固定すれば、スリーブの位置決め固定作業を完
了するため、スリーブを鉄筋組に組込むに当たって格別
な位置決めや補強が不要であり、複数業種の打ち合わせ
不十分による位置決め補強作業を忘れるなどの手違いが
生ずることを未然に防止できる。
According to the reinforcing structure of the sleeve according to the present invention, when the sleeve is incorporated in the reinforcing bar, the reinforcing projection comes into contact with the reinforcing bar and is held at this position, and the end portion of the reinforcing projection is fixed to the reinforcing bar. Since the positioning and fixing work of the sleeve is completed, no special positioning or reinforcement is required when assembling the sleeve into the reinforcing bar assembly, and it is possible to prevent mistakes such as forgetting the positioning reinforcement work due to insufficient meetings in multiple industries. it can.

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

【図1】この発明にかかるスリーブの補強構造を示す斜
視図である。
FIG. 1 is a perspective view showing a reinforcing structure for a sleeve according to the present invention.

【図2】同スリーブを鉄筋籠に組み込んだ状態の側面図
である。
FIG. 2 is a side view showing a state where the sleeve is incorporated in a reinforcing bar cage.

【図3】他の実施例を示す説明図である。FIG. 3 is an explanatory diagram showing another embodiment.

【図4】(a),(b)はさらに他の実施例を示す説明
図である。
FIG. 4A and FIG. 4B are explanatory views showing still another embodiment.

【図5】(a),(b)は従来スリーブの補強構造を示
す側面図である。
5 (a) and 5 (b) are side views showing a conventional sleeve reinforcing structure.

【符号の説明】[Explanation of symbols]

10 スリーブ 12,20,22 補強用突起(12,22 補強筋,
20 補強円盤) 16 鉄筋籠 16a 主筋 16b 縦筋
10 Sleeves 12, 20, 22 Reinforcing protrusions (12, 22 Reinforcing bars,
20 Reinforcement disk) 16 Reinforcing bar basket 16a Main bar 16b Longitudinal bar

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 スリーブの少くとも端部外周に補強用突
起を一体化してなることを特徴とするスリーブの補強構
造。
1. A reinforcing structure for a sleeve, characterized in that a reinforcing protrusion is integrated with at least an outer periphery of an end portion of the sleeve.
【請求項2】 前記補強用突起は、前記スリーブの外周
形状に沿って半円状に折曲加工した補強筋の中間部を該
スリーブの端部外周に一体化したことを特徴とする請求
項1に記載のスリーブの補強構造。
2. The reinforcing protrusion is characterized in that the intermediate portion of a reinforcing bar bent in a semicircular shape along the outer peripheral shape of the sleeve is integrated with the outer periphery of the end portion of the sleeve. The reinforcing structure of the sleeve according to 1.
JP11449395A 1995-05-12 1995-05-12 Sleeve reinforcing structure Pending JPH08302902A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11449395A JPH08302902A (en) 1995-05-12 1995-05-12 Sleeve reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11449395A JPH08302902A (en) 1995-05-12 1995-05-12 Sleeve reinforcing structure

Publications (1)

Publication Number Publication Date
JPH08302902A true JPH08302902A (en) 1996-11-19

Family

ID=14639147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11449395A Pending JPH08302902A (en) 1995-05-12 1995-05-12 Sleeve reinforcing structure

Country Status (1)

Country Link
JP (1) JPH08302902A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121345A (en) * 2006-11-14 2008-05-29 Ohbayashi Corp Reinforcement structure of reinforced concrete beam having opening, method of manufacturing reinforced concrete beam having opening, and beam structure
JP2011246880A (en) * 2010-05-24 2011-12-08 Tm Giken Co Ltd Supporting fitting for sleeve of reinforced-concrete perforated beam
EP3051037A1 (en) 2015-02-02 2016-08-03 Ancotech Ag Reinforcing system and concrete ceiling with same
CN107476431A (en) * 2017-09-18 2017-12-15 成都市建筑设计研究院 Built-in concrete-filled circular steel tube column and double concrete girder connections
EP3181772B1 (en) * 2009-09-08 2023-10-18 acG Holding AG Use of a reinforcing element for installations in concrete structures

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008121345A (en) * 2006-11-14 2008-05-29 Ohbayashi Corp Reinforcement structure of reinforced concrete beam having opening, method of manufacturing reinforced concrete beam having opening, and beam structure
EP3181772B1 (en) * 2009-09-08 2023-10-18 acG Holding AG Use of a reinforcing element for installations in concrete structures
JP2011246880A (en) * 2010-05-24 2011-12-08 Tm Giken Co Ltd Supporting fitting for sleeve of reinforced-concrete perforated beam
EP3051037A1 (en) 2015-02-02 2016-08-03 Ancotech Ag Reinforcing system and concrete ceiling with same
CN107476431A (en) * 2017-09-18 2017-12-15 成都市建筑设计研究院 Built-in concrete-filled circular steel tube column and double concrete girder connections

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