JPH0450741Y2 - - Google Patents

Info

Publication number
JPH0450741Y2
JPH0450741Y2 JP11496886U JP11496886U JPH0450741Y2 JP H0450741 Y2 JPH0450741 Y2 JP H0450741Y2 JP 11496886 U JP11496886 U JP 11496886U JP 11496886 U JP11496886 U JP 11496886U JP H0450741 Y2 JPH0450741 Y2 JP H0450741Y2
Authority
JP
Japan
Prior art keywords
sleeve
hole
hardware
reinforcing
concrete
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.)
Expired
Application number
JP11496886U
Other languages
Japanese (ja)
Other versions
JPS6321332U (en
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 filed Critical
Priority to JP11496886U priority Critical patent/JPH0450741Y2/ja
Publication of JPS6321332U publication Critical patent/JPS6321332U/ja
Application granted granted Critical
Publication of JPH0450741Y2 publication Critical patent/JPH0450741Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、鉄筋コンクリート造あるいは鉄骨鉄
筋コンクリート造において梁の貫通孔に対して確
実な剪断耐力を付与するために、該貫通孔の開口
部周囲に取付けられるコンクリート梁における貫
通孔の補強金物に関する。
[Detailed description of the invention] (Field of industrial application) The present invention aims to provide reliable shear strength to the through-holes of beams in reinforced concrete structures or steel-framed reinforced concrete structures. This invention relates to reinforcement hardware for through holes in concrete beams to be installed.

(従来の技術) 一般に、梁貫通孔を形成したコンクリート梁は
該貫通孔周りの補強が不十分であると、コンクリ
ート打設後に、例えば地震発生時等における外力
による破壊作用に対抗できるだけの剪断耐力が得
られず、貫通孔のコンクリート壁に罅割れを生じ
ることがある。そこで、貫通孔の周りに必要にし
て十分な剪断耐力を付与し得る合理的な補強手段
として、従来よりコンクリート壁中の鉄筋籠側面
部に配設のスターラツプ筋の内側で、かつ同一水
平線上で対向する位置にそれぞれ補強金物を取付
け、両補強金物に形成の挿通孔間に紙管あるいは
鋼管からなるスリーブを挿通架設すると共に、前
記鉄筋籠を梁型枠内に収納して、然る後、該枠内
にコンクリートを打設し、このコンクリート中に
前記両補強金物を埋設して、スリーブ挿通部に形
成された貫通孔周りに確実な剪断耐力を付与する
ことにより、該貫通孔のコンクリート壁における
罅割れを防止していた。
(Prior Art) In general, if a concrete beam with a beam through-hole is not sufficiently reinforced around the through-hole, the shear strength after concrete placement will be sufficient to withstand the destructive action of external forces during an earthquake, etc. This may result in cracks in the concrete wall of the through hole. Therefore, as a rational reinforcing method that can provide the necessary and sufficient shear strength around the through-hole, it is necessary to strengthen the reinforcement inside the stirrup bars installed on the side of the reinforcing bar cage in the concrete wall and on the same horizontal line. Reinforcing metal fittings are attached to opposing positions, a sleeve made of paper tube or steel tube is inserted and installed between the insertion holes formed in both reinforcing metal fittings, and the reinforcing bar cage is housed in the beam form. By pouring concrete into the frame and embedding both of the reinforcing hardware in the concrete to provide reliable shear strength around the through hole formed in the sleeve insertion portion, the concrete wall of the through hole can be strengthened. This prevented cracking in the steel.

ところで、従来、上記のような目的で使用され
る補強金物としては、例えば鉄筋を曲成して前記
スリーブの外径より十分に大きい円環状のリング
体を形成すると共に、このリング体の周囲に該リ
ング体より径大の複数のリング体を同一平面上で
多重に配置し、これらのリング体を、これと交差
して放射状に配置された複数の連結棒を介して連
結固定し、更に、各連結棒の内、適宜選択した連
結棒の内端部を最内周のリング体の内側、つまり
スリーブ挿通孔の内側に突出させて、該突出部に
よつてスリーブを支持するように構成したもの
や、前記複数のリング体に代えて、鉄筋を同一平
面上で多重に螺旋巻きしたもの等が知られてい
る。
Conventionally, reinforcing hardware used for the above purpose is, for example, made by bending reinforcing bars to form an annular ring body that is sufficiently larger than the outer diameter of the sleeve, and around this ring body. A plurality of ring bodies having a diameter larger than the ring body are arranged in multiple layers on the same plane, these ring bodies are connected and fixed via a plurality of connecting rods arranged radially across the ring bodies, and further, The inner end of an appropriately selected connecting rod among the connecting rods was configured to protrude inside the innermost ring body, that is, inside the sleeve insertion hole, and the sleeve was supported by the protruding portion. In addition, in place of the plurality of ring bodies, there are known ones in which reinforcing bars are spirally wound multiple times on the same plane.

(考案が解決しようとする問題点) しかし乍ら、上記従来例のように鉄筋を溶接し
て構成されたものではリング部と連結棒との間に
段差があるため嵩張り、運搬や保管の際の取扱い
が不便で経済的にも不利である。また、製造にあ
たつては、鉄筋を曲げ加工し、リング部と連結棒
との交差部分を溶接しなければならないため、生
産能率及びコストの面で不利である上に高精度加
工が困難である。更に、スリーブを支持する突出
部は連結棒から延出したものであるため、突出端
が固定されているが、前記スリーブは通常、製造
時に寸法ばらつきがあるため、該突出部を結ぶ仮
想円の径よりも外径寸法が大きいスリーブでは該
スリーブが変形して、これによつて形成される貫
通孔に歪みが生じる虞があり、逆に該仮想円径よ
りも小径のスリーブでは、該スリーブの挿通位置
が偏り、貫通孔の形成位置に狂いが生じる虞があ
る。また、該突出部は鉄筋からなるため貫通孔に
臨む部分に錆が生じて、この錆がスリーブや貫通
孔に付着するといつた問題点があつた。
(Problem to be solved by the invention) However, in the case of the above-mentioned conventional example constructed by welding reinforcing bars, there is a step between the ring part and the connecting rod, making it bulky and difficult to transport and store. It is inconvenient to handle and economically disadvantageous. In addition, during manufacturing, the reinforcing bars must be bent and the intersections between the ring and connecting rod must be welded, which is disadvantageous in terms of production efficiency and cost, and it is difficult to perform high-precision machining. be. Furthermore, since the protruding part that supports the sleeve extends from the connecting rod, the protruding end is fixed, but since the sleeve usually has dimensional variations during manufacturing, the imaginary circle connecting the protruding parts is If the sleeve has an outer diameter larger than the diameter, there is a risk that the sleeve will deform, causing distortion in the through hole formed. Conversely, if the sleeve has a smaller diameter than the virtual circle diameter, the sleeve may deform. There is a possibility that the insertion position will be biased and the formation position of the through hole will be misaligned. Further, since the protruding portion is made of reinforcing steel, there is a problem in that rust occurs in the portion facing the through hole, and this rust adheres to the sleeve and the through hole.

(問題点を解決するための手段) 本考案はかかる従来の問題点を解決するために
なされたものであつて、金属板からなる金物本体
の中央に、スリーブの挿通孔を形成し、この挿通
孔の周縁から内側に向かつて突出する複数の突片
を一体的に連出形成すると共に、これら各突片に
前記スリーブを支持する合成樹脂製の受部材を嵌
め込み、かつ、前記突片の屈曲をしてスリーブ外
径に対応させるべく構成した点に特徴を有するも
のである。
(Means for Solving the Problems) The present invention has been made to solve the problems of the conventional art, and includes forming an insertion hole for the sleeve in the center of the hardware body made of a metal plate. A plurality of protrusions protruding inward from the periphery of the hole are integrally formed, and a synthetic resin receiving member for supporting the sleeve is fitted into each of these protrusions, and the protrusions are bent. It is characterized in that it is configured to correspond to the outer diameter of the sleeve.

(作用) 上記構成によると、金属板をプレス加工するだ
けで金物本体を形成し得るから、生産性が良く、
高精度に成形できる上に、運搬、保管の際に嵩張
らず、取扱いが便利である。また、各突片を屈曲
させて、受部材の先端を結ぶ仮想円の径を、挿通
するスリーブの外径に合致させることにより、規
定の外径寸法から外れたスリーブであつても所定
位置に確実に挿通支持することができる。更に、
この挿通状態において、スリーブは合成樹脂製の
受部材に当接支持されることになるから、該スリ
ーブや貫通孔のコンクリート壁に錆が付着すると
いつた不具合が生じない。
(Function) According to the above configuration, the hardware main body can be formed simply by pressing the metal plate, so productivity is high.
In addition to being able to be molded with high precision, it is not bulky when transported or stored, making it convenient to handle. In addition, by bending each projecting piece so that the diameter of the virtual circle connecting the ends of the receiving member matches the outer diameter of the sleeve to be inserted, even if the sleeve deviates from the specified outer diameter, it can be held in place. It can be inserted and supported reliably. Furthermore,
In this inserted state, the sleeve is supported in contact with the synthetic resin receiving member, so that problems such as rust adhering to the sleeve or the concrete wall of the through hole do not occur.

(実施例) 以下、本考案の実施例を図面に基づき詳細に説
明する。第1図及び第2図において、この実施例
に係る貫通孔の補強金物Aは高強度薄肉鋼板をプ
レス加工してなる方形板状の金物本体1を備えて
いる。この金物本体1は中央に紙管製のスリーブ
Sを挿通する挿通孔2を透設すると共に、この挿
通孔2の外側に、この孔2と同心の環状リブ3を
複数本(図では3本)の等間隔置きに形成し、更
に、各環状リブ3間に多数の放射状連結部4を径
方向に沿つて配列してなるもので、外周の4隅を
それぞれ45°に面取りしてある。
(Example) Hereinafter, an example of the present invention will be described in detail based on the drawings. In FIGS. 1 and 2, the through-hole reinforcing hardware A according to this embodiment includes a rectangular plate-shaped hardware body 1 formed by pressing a high-strength, thin-walled steel plate. This hardware body 1 has an insertion hole 2 in the center through which a paper tube sleeve S is inserted, and a plurality of annular ribs 3 (three in the figure) concentric with the hole 2 on the outside of the insertion hole 2. ) are formed at equal intervals, and a large number of radial connecting portions 4 are arranged radially between each annular rib 3, and the four corners of the outer periphery are each chamfered at 45 degrees.

前記挿通孔2には、該挿通孔2の周縁から内側
に向かつて突出する複数(図では4本)の突片5
を金具本体1と一体に連出形成してある。各突片
5は金具本体1の対角線上に沿つて突出してお
り、それぞれの突片5には合成樹脂製の受部材6
が嵌着されている。これらの受部材6は前記スリ
ーブSを支持するものであつて、該スリーブSと
当接する先端部が球面状に形成されており、前記
各突片5に嵌め込んだ状態において、それぞれの
受部材6の先端を結ぶ仮想円の径が規定もしくは
それよりやや小さいスリーブ外径寸法と一致する
ように寸法設定されている。
The insertion hole 2 has a plurality of (four in the figure) projecting pieces 5 that project inward from the periphery of the insertion hole 2.
are integrally formed with the metal fitting main body 1. Each protruding piece 5 protrudes along the diagonal line of the metal fitting main body 1, and each protruding piece 5 has a receiving member 6 made of synthetic resin.
is fitted. These receiving members 6 support the sleeve S, and have a spherical tip that contacts the sleeve S, and when fitted into each of the projecting pieces 5, each receiving member 6 supports the sleeve S. The dimensions are set so that the diameter of the virtual circle connecting the tips of the sleeves 6 and 6 coincides with the outer diameter of the sleeve, which is equal to or slightly smaller than the prescribed diameter.

尚、この実施例では、金物本体1の機械的強度
を保持するために、複数の環状リブ3と放射状連
結部4とを設けた構造としてあるが、本考案では
これとは異なる形状の剛構造も含まれるものであ
る。また、受部材6の形状についても、スリーブ
Sの外周面を傷付けたり、変形させたりする虞の
ある先鋭な形状でなければ、必ずしも球面状に限
られるものではない。
In this embodiment, a plurality of annular ribs 3 and radial connecting portions 4 are provided in order to maintain the mechanical strength of the hardware body 1, but in the present invention, a rigid structure with a different shape is used. is also included. Furthermore, the shape of the receiving member 6 is not necessarily limited to a spherical shape, as long as it does not have a sharp shape that may damage or deform the outer peripheral surface of the sleeve S.

次に、上記構成の補強金物Aを用いたコンクリ
ート梁の施工例を説明すると、第3図に示すよう
に、梁の上下両主筋7,8の外周に沿つてスター
ラツプ筋9を巻付けるべく配筋して梁の鉄筋籠B
を仮組みした後、スターラツプ筋9の所定位置に
おける同一水平線上に1対の補強金物Aを左右対
称に配置すると共に、各補強金物Aの4隅部等の
任意箇所をスターラツプ筋9等に固定する。次い
で、予め用意したスリーブSを両補強金物Aを貫
通すべく、これらの金物A間に架け渡すのである
が、この場合に、スリーブSの外径が各受部材6
の先端を結ぶ仮想円C(第1図参照)の径よりも
大きくて、挿通孔2への挿通が不可能であれば、
第2図に示すように、各突片5をそれぞれ均等に
屈曲して受部材6を傾斜させ、前記仮想円Cを拡
径し、該スリーブSを各受部材6により支持させ
るのである。従つて、この実施例によると、規定
寸法に対して寸法ばらつきのあるスリーブSであ
つても、簡単かつ確実に両補強金物A間の所定位
置に固定支持できるのである。
Next, an example of constructing a concrete beam using reinforcing hardware A with the above configuration will be described. As shown in FIG. Reinforced beam cage B
After temporarily assembling, place a pair of reinforcing hardware A symmetrically on the same horizontal line at a predetermined position of the stirrup bars 9, and fix arbitrary locations such as the four corners of each reinforcing hardware A to the stirrup bars 9, etc. do. Next, the sleeve S prepared in advance is bridged between the reinforcing metal fittings A in order to pass through them, but in this case, the outer diameter of the sleeve S is
If the diameter is larger than the diameter of the imaginary circle C (see Figure 1) connecting the tips of the
As shown in FIG. 2, each of the projecting pieces 5 is bent equally to tilt the receiving member 6, thereby expanding the diameter of the imaginary circle C, and supporting the sleeve S by each receiving member 6. Therefore, according to this embodiment, even if the sleeve S has dimensional variations with respect to the specified size, it can be easily and reliably fixed and supported at a predetermined position between the reinforcing hardware A.

このようにしてスリーブSを架設した鉄筋籠B
を、予め組立てられた梁の型枠D内に収納支持し
た後、スラブの型枠E及び梁型枠D内にコンクリ
ートを打設して、前記鉄筋籠B全体を該コンクリ
ート中に埋設するのである。然る後、梁型枠Dの
解体後に、必要に応じてスリーブSを、形成後の
貫通孔から抜取り、あるいは残存させるのである
が、この場合に、スリーブSの外周面に当接する
受部材6は合成樹脂からなるため錆付かず、従つ
てスリーブSや貫通孔のコンクリート壁面には錆
が付着しないのである。
Rebar cage B with sleeve S constructed in this way
is housed and supported in a pre-assembled beam form D, and then concrete is poured into the slab form E and beam form D, and the entire reinforcing bar cage B is buried in the concrete. be. Thereafter, after the beam formwork D is dismantled, the sleeve S is removed from the formed through hole or left in place as required. Since it is made of synthetic resin, it will not rust, and therefore rust will not adhere to the sleeve S or the concrete wall surface of the through hole.

尚、前記実施例の補強金物Aは、上述のような
鉄筋コンクリート造の梁施工の外、鉄骨鉄筋コン
クリート造のものにも適用できる。この場合は梁
鉄骨のウエブに設けた貫通孔にスリーブを挿通し
た後、該スリーブの両端部に補強金具Aを挿通さ
せ、各補強金具Aを梁のスターラツプ筋等に固定
して、然る後、梁型枠を組立てることになる。
The reinforcing hardware A of the above embodiment can be applied not only to reinforced concrete beam construction as described above but also to steel frame reinforced concrete construction. In this case, after inserting the sleeve into the through hole provided in the web of the beam steel frame, insert the reinforcing metal fittings A into both ends of the sleeve, fixing each reinforcing metal fitting A to the beam stirrups, etc., and then , the beam formwork will be assembled.

以上、いずれの施工例においても、この実施例
の補強金物Aは環状リブ3群と放射状連結部4群
との組合せにより、スリーブSの挿通位置に形成
された貫通孔周囲のコンクリート壁に剪断耐力を
付与して、該コンクリート壁の罅割れを確実に防
止するのである。
In any of the construction examples described above, the reinforcing hardware A of this example has a shear strength that is applied to the concrete wall around the through hole formed at the insertion position of the sleeve S due to the combination of the three groups of annular ribs and the four groups of radial connecting parts. This will reliably prevent cracking of the concrete wall.

(考案の効果) 以上説明したように、本考案によれば、突片を
屈曲させて受部材の先端を結ぶ仮想円の径を適宜
調節することにより、外径寸法ばらつきのある
個々のスリーブに対応して該スリーブを確実に挿
通支持することができ、また、この挿通状態にお
いて、スリーブは受部材の樹脂面と当接すること
になるから、該スリーブあるいはこれによつて形
成された貫通孔のコンクリート壁に金物本体から
発生した錆が付着することを防止できる。更に、
金物本体は金属板をプレス加工することで成形が
可能であるため、高精度かつ高能率が製造できる
上に、運搬や保管の際に嵩張らず取扱い上の利便
性が向上し、また経済性に富むものとなつた。
(Effects of the invention) As explained above, according to the invention, by bending the projecting piece and appropriately adjusting the diameter of the virtual circle connecting the ends of the receiving member, it is possible to adjust the diameter of each sleeve with variations in outer diameter. Correspondingly, the sleeve can be inserted and supported reliably, and in this inserted state, the sleeve comes into contact with the resin surface of the receiving member, so that the sleeve or the through hole formed thereby can be inserted and supported. It is possible to prevent rust generated from the hardware body from adhering to the concrete wall. Furthermore,
The main body of the hardware can be formed by pressing a metal plate, so it can be manufactured with high precision and efficiency, and is not bulky during transportation or storage, making it easier to handle and more economical. He became rich.

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

第1図は本考案の実施例に係るコンクリート梁
における貫通孔の補強金物の正面図、第2図は第
1図における切断線−に沿う断面図、第3図
はこの実施例の補強金具を使用した施工例の要部
縦断面図である。 1……金物本体、2……挿通孔、5……突片、
6……受部材、S……スリーブ。
Fig. 1 is a front view of reinforcing hardware for a through hole in a concrete beam according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the cutting line - in Fig. 1, and Fig. 3 is a reinforcement fitting of this embodiment. It is a longitudinal cross-sectional view of the main part of the construction example used. 1...Hardware body, 2...Insertion hole, 5...Protrusion piece,
6... Receiving member, S... Sleeve.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 金属板からなる金物本体の中央に、コンクリー
ト梁における貫通孔形成用のスリーブを挿通する
挿通孔を形成し、この挿通孔の周縁から内側に向
かつて突出する複数の突片を一体的に連出形成す
ると共に、これら各突片に前記スリーブを支持す
る合成樹脂製の受部材を嵌め込み、かつ、前記突
片の屈曲をしてスリーブ外径に対応させるべく構
成したことを特徴とするコンクリート梁における
貫通孔の補強金物。
An insertion hole is formed in the center of the hardware body made of a metal plate, into which a sleeve for forming a through hole in a concrete beam is inserted, and a plurality of protrusions that protrude inward from the periphery of this insertion hole are integrally connected. A concrete beam characterized in that a receiving member made of synthetic resin for supporting the sleeve is fitted into each of these projecting pieces, and the projecting pieces are bent to correspond to the outer diameter of the sleeve. Reinforcement hardware for through holes.
JP11496886U 1986-07-25 1986-07-25 Expired JPH0450741Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11496886U JPH0450741Y2 (en) 1986-07-25 1986-07-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11496886U JPH0450741Y2 (en) 1986-07-25 1986-07-25

Publications (2)

Publication Number Publication Date
JPS6321332U JPS6321332U (en) 1988-02-12
JPH0450741Y2 true JPH0450741Y2 (en) 1992-11-30

Family

ID=30998188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11496886U Expired JPH0450741Y2 (en) 1986-07-25 1986-07-25

Country Status (1)

Country Link
JP (1) JPH0450741Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6738709B2 (en) * 2016-10-06 2020-08-12 大成建設株式会社 Outer frame for evacuation hatch

Also Published As

Publication number Publication date
JPS6321332U (en) 1988-02-12

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