JPH07100964B2 - Intersection binding support for PC version sheath - Google Patents

Intersection binding support for PC version sheath

Info

Publication number
JPH07100964B2
JPH07100964B2 JP17515591A JP17515591A JPH07100964B2 JP H07100964 B2 JPH07100964 B2 JP H07100964B2 JP 17515591 A JP17515591 A JP 17515591A JP 17515591 A JP17515591 A JP 17515591A JP H07100964 B2 JPH07100964 B2 JP H07100964B2
Authority
JP
Japan
Prior art keywords
plate
shaped
sheath
intersection
binding support
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 - Lifetime
Application number
JP17515591A
Other languages
Japanese (ja)
Other versions
JPH0586687A (en
Inventor
隆 金子
利之 岡沢
好一 北村
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.)
NHK Spring Co Ltd
Original Assignee
NHK Spring Co Ltd
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 NHK Spring Co Ltd filed Critical NHK Spring Co Ltd
Priority to JP17515591A priority Critical patent/JPH07100964B2/en
Publication of JPH0586687A publication Critical patent/JPH0586687A/en
Publication of JPH07100964B2 publication Critical patent/JPH07100964B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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、プレストレストコンク
リート(以下PCと記す)版に内蔵されるシースの交点
を結束する支持具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support for binding the intersections of sheaths contained in a prestressed concrete (hereinafter referred to as PC) plate.

【0002】[0002]

【従来の技術】従来コンクリート内に配設される鉄筋等
の交点を結束する結束具は、各種のものが知られてい
る。それらは鋼線や鋼板を折曲げ加工したもので交点部
に弾性を利用して組みつけるクリップや、プラスチック
ス等の可撓性材料からなる結束材等である。これらは人
手によって組みつけるものであり、また結束は緊縛力が
小さく、コンクリート打設まで鉄筋等のずれを防止しさ
えすればよいものである。
2. Description of the Related Art Conventionally, various types of binding tools for binding the intersections of reinforcing bars and the like arranged in concrete are known. They are steel wires and steel plates that are bent, and are clips that are assembled at the intersections by utilizing elasticity, and binding materials that are made of a flexible material such as plastics. These are manually assembled, and the binding has a small binding force, and it suffices to prevent the displacement of the reinforcing bars and the like until the concrete is placed.

【0003】実開昭59−136817号には対向する
平行な両端部に対向側に屈曲した係止部を有するクリッ
プが開示されている。このクリップは鋼板を曲げ加工し
たもので、本体部の両端側から、長手方向に直交する方
向に挿通スリットを形成した連結クリップである。この
クリップは鋼板の弾性のみによって鉄筋を結束している
ので、PC版のようなスランプの小さいコンクリートを
横流し打設するような場合のシースの結束具として用い
ると、倒れ、捩れ、外れを生じ、結束を保持することが
困難である。
Japanese Utility Model Application Laid-Open No. 59-136817 discloses a clip having locking portions bent at the opposite sides at both opposite parallel ends. This clip is a connection clip formed by bending a steel plate, and has insertion slits formed in both ends of the main body in a direction orthogonal to the longitudinal direction. Since this clip binds the reinforcing bars only by the elasticity of the steel plate, if it is used as a sheath tying tool in the case of casting concrete with a small slump such as a PC plate, it will collapse, twist, or come off. Difficult to hold unity.

【0004】[0004]

【発明が解決しようとする課題】本発明は、従来の以上
のような結束具とは異なり、次の要求に応えるPC版シ
ースの交点結束支持具を提供することを目的とする。 (1) PC版舗装版のように、広大な面積にPC鋼材
用のシースを碁盤目状に配設しその多数の交点を短時間
に確実に結束することができること。
SUMMARY OF THE INVENTION An object of the present invention is to provide an intersection binding support for a PC plate sheath, which meets the following requirements, unlike the conventional binding tools described above. (1) As in the case of a PC plate paving plate, a sheath for PC steel materials should be arranged in a grid pattern over a vast area, and the many intersections can be reliably bound in a short time.

【0005】(2) コンクリートを順次急速施工する
ので、その工程に合わせて急速施工を要する。このた
め、シースの上方から結束できるようにし、また、機械
化施工も可能な構造とすることが好ましい。 (3) コンクリート打設により、横方向から大きな力
を受け倒れや捩れを生じ、外れるおそれが多いので、強
固に組付けなければならない。
(2) Since concrete is rapidly constructed in sequence, rapid construction is required according to the process. For this reason, it is preferable that the sheath can be bound from above and that the structure can be machined. (3) When pouring concrete, a large force is applied from the lateral direction, causing it to fall or twist, and there is a danger of it coming off, so it must be firmly assembled.

【0006】(4) シースの下面にコンクリートかぶ
りを確保するためのスペーサを兼用し、作業能率の向
上、資材の節約を図る。
(4) The lower surface of the sheath is also used as a spacer for securing a concrete cover to improve work efficiency and save materials.

【0007】[0007]

【課題を解決するための手段】本発明は、弾性を有する
板のΩ字形成形体であって、このΩ字壁にΩ字の開放側
から切込んだU字切欠を有し、このU字切欠の最奥部及
び前記Ω字の包絡部が結束部を形成し、この結束部で直
交する2本のシースの交点を結束すると共に、Ω字の脚
部の開放部にこの開放部を閉止して固定する閉止機構を
備え、かつΩ字の脚部がスペーサを形成する高さを有す
ることを特徴とするPC版シースの交点結束支持具であ
る。
DISCLOSURE OF THE INVENTION The present invention is an Ω-shaped forming body of an elastic plate, which has a U-shaped notch cut from the open side of the Ω-shape in the Ω-shaped wall. The innermost part of the notch and the Ω-shaped envelope form a binding part, which binds the intersecting points of two sheaths orthogonal to each other and closes this open part to the open part of the Ω-shaped leg part. A cross-section binding support tool for a PC plate sheath, which is provided with a closing mechanism for fixing the same and has a height at which the Ω-shaped legs form a spacer.

【0008】この場合、上記閉止機構がΩ字の脚部の一
方の壁から他方の壁側へ突出した段付突片と、対向する
他方の壁に設けられた孔であって、この突片が貫通した
とき弾性変形により段付部に係止する係止片を有する孔
の組合わせによって構成すると好適である。また、弾性
を有する板として鋼板を用い、一体プレス成形体とすれ
ば安価に大量生産することができ、適切な弾性を付与す
ることが容易である。
In this case, the closing mechanism is a stepped projection protruding from one wall of the Ω-shaped leg portion toward the other wall, and a hole provided in the other opposing wall. Is preferably formed by a combination of holes having locking pieces that are locked to the stepped portion by elastic deformation when they penetrate. Further, if a steel plate is used as a plate having elasticity and an integrated press-molded body is used, it can be mass-produced at low cost, and it is easy to impart appropriate elasticity.

【0009】[0009]

【作用】本発明に係るPC版シースの交点結束支持具
は、上記構成により、次の作用を生ずる。 (a) 直交配設されたシースの交点にこの支持具を上
からかぶせて、脚部の閉止機構を一動作で作動させる
と、交点の確実な結束が容易にでき、同時にシース下の
コンクリートかぶりを確保するためのスペーサを容易に
形成することができる。
With the above construction, the intersection binding support of the PC plate sheath according to the present invention produces the following operation. (A) By covering the intersection of the orthogonally arranged sheaths with this support from above and operating the closing mechanism of the leg in one operation, reliable binding of the intersection can be facilitated, and at the same time the concrete cover under the sheath is covered. It is possible to easily form a spacer for ensuring the above.

【0010】(b) 取付作業能率が飛躍的に向上す
る。さらに機械化による大量順次施工も可能となる。 (c) コンクリート施工時に倒れや捩れを生ずること
なく保持する。 (d) 従って、PC版舗装の大量施工工程の全体的な
合理化、短工期化に寄与する。
(B) The mounting work efficiency is dramatically improved. Furthermore, large-scale sequential construction by mechanization becomes possible. (C) Hold the concrete without causing it to fall or twist. (D) Therefore, it contributes to the overall rationalization of a large-scale construction process of PC version pavement and the shortening of the construction period.

【0011】[0011]

【実施例】図1は本発明の実施例の斜視図、図2はPC
版シースの交点を結束した状態を示す斜視図である。交
点結束支持具1は、鋼板を折曲げ成形して製造された例
を示したものである。この鋼板は弾性に富む素材から成
る薄板である。成形された全体の形状は端面がΩ字状を
なしており、板幅(Ω字の端面に直角な長さ)はシース
の径の2〜2.5倍である。
1 is a perspective view of an embodiment of the present invention, and FIG. 2 is a PC.
It is a perspective view which shows the state which united the intersection of a plate sheath. The intersection binding support tool 1 is an example manufactured by bending a steel plate. This steel plate is a thin plate made of a highly elastic material. The end face of the formed overall shape is an Ω shape, and the plate width (length perpendicular to the end face of the Ω shape) is 2 to 2.5 times the diameter of the sheath.

【0012】図1は、水平に重ねられた2本の直交する
シースの上方からかぶせて押下げる姿勢に描かれてい
る。図1の姿勢において実施例のPC版シースの交点結
束支持具はΩ字の正立状態にある。図1の実施例は、天
板2、両壁板3、脚4、底板5から成っている。両壁板
3の下部は狹幅に絞られており、天板2と両壁板3はΩ
字の包絡部を形成している。
[0012] Fig. 1 is drawn in a posture in which two horizontally stacked sheaths that are orthogonal to each other are covered and pushed down from above. In the posture shown in FIG. 1, the intersection binding support of the PC version sheath of the embodiment is in an upright state of Ω shape. The embodiment of FIG. 1 comprises a top plate 2, both wall plates 3, legs 4, and a bottom plate 5. The lower part of both wall plates 3 is narrowed to a narrow width, and the top plate 2 and both wall plates 3 are Ω.
It forms a letter envelope.

【0013】側板3には結束すべき直交シースの上側の
シース30が嵌合する切欠6が設けられている。切欠6
は底板5まで通っているのでこの実施例は恰も四脚の馬
状をなしている。この支持具は、水平に碁盤目状に配設
されたシース30,31の上方から押込んで嵌めること
ができる。両側の側板3の内側には、下側のシース31
が抱えられる。このため、壁板3のΩ字の包絡部の下部
7はシースの下面を抱えるように曲面を形成している。
なお、下側のシース31を横から押えるリップ8を設け
るとシースのずれを防止することができ一層好適であ
る。脚4はΩ字の下部の対向する両方の脚を近接させて
Ω字の開放部を閉止するようになっている。この閉止に
より、シース30,31は強固に結束される。
The side plate 3 is provided with a notch 6 into which the upper sheath 30 of the orthogonal sheath to be bound is fitted. Cutout 6
Since it goes to the bottom plate 5, this embodiment is in the form of a four-legged horse. This support can be fitted by pushing it in from above the sheaths 30 and 31 which are horizontally arranged in a grid pattern. Inside the side plates 3 on both sides, the lower sheath 31
Is held. For this reason, the lower portion 7 of the Ω-shaped envelope portion of the wall plate 3 forms a curved surface so as to hold the lower surface of the sheath.
It is more preferable to provide the lip 8 that presses the lower sheath 31 from the side so that the displacement of the sheath can be prevented. The leg 4 is configured so that both the lower legs of the Ω shape are brought close to each other and the open portion of the Ω shape is closed. By this closing, the sheaths 30 and 31 are firmly bound.

【0014】閉止機構の1例を図1によって説明する。
Ω字の一方の脚4には、他方の脚4に向かって突出した
突片11が設けられている。突片11は先端が細く、順
次太くなって最大寸法に至り段がついて一定の太さにな
るように形成されている。突片11の対向する他方の脚
に孔13が設けられている。孔13の大きさは突片11
の先端より大きく、段の部分の最大寸法より小さい。孔
13の縁には、突片11の側面に押されて弾性的に変形
して突片11の段の最大寸法の部分を通過させ、この部
分が通過後、段12が係止して突片11が抜出さないよ
うに、スリット15により係止片14を形成してある。
突片11も、孔13に進入するとき、弾性的に変形し、
段部の最大寸法の部分が通過した後、弾性的に変形が復
帰して段部が係止片14に係止し、抜け出しを妨げるよ
うに形成しておくとよい。この閉止機構は図1から容易
に分かるように一枚の板からプレス加工によって形成す
ることができる。閉止機構はこの例に限定されるもので
はなく、容易に閉止することが可能で、その後抜け出さ
ない機構であれば、他のスナップ機構や錠止め機構でも
よい。
An example of the closing mechanism will be described with reference to FIG.
One leg 4 of the Ω shape is provided with a projecting piece 11 that projects toward the other leg 4. The projecting piece 11 is formed such that the tip thereof is thin and gradually becomes thicker to reach the maximum dimension and is stepped to have a constant thickness. A hole 13 is provided in the other leg of the projecting piece 11 which faces the other. The size of the hole 13 is the protrusion 11.
Is larger than the tip and smaller than the maximum dimension of the step portion. The edge of the hole 13 is pushed by the side surface of the projecting piece 11 and elastically deforms to pass the maximum dimension part of the step of the projecting piece 11, and after this part passes, the step 12 is locked to project. A locking piece 14 is formed by the slit 15 so that the piece 11 does not come out.
The projecting piece 11 also elastically deforms when entering the hole 13,
It is preferable that after the maximum dimension portion of the step portion passes, the step portion is elastically deformed and the step portion is locked by the locking piece 14 so as to prevent the step from coming out. This closing mechanism can be formed from a single plate by pressing, as can be easily seen from FIG. The closing mechanism is not limited to this example, and any other snap mechanism or locking mechanism may be used as long as it can be easily closed and does not come out thereafter.

【0015】実施例の結束支持具は、コンクリート打設
時にコンクリートの流れを妨げないように多数の透孔9
を設けてある。実施例の交点結束支持具1の取付け施工
方法は次の通りである。 (イ) PC版施工面上に平面的に直交配列されたシー
ス30,31の交点に結束支持具1を上からかぶせる。
The binding support of the embodiment has a large number of through holes 9 to prevent the flow of concrete during concrete pouring.
Is provided. The method of mounting the intersection binding support 1 of the embodiment is as follows. (A) The binding support 1 is covered from above on the intersection of the sheaths 30 and 31 which are arranged orthogonally in a plane on the PC plate construction surface.

【0016】(ロ) シース30,31を少し持上げな
がら結束支持具1を押下げて切欠6がシース30を抱
え、Ω字の包絡部内がシース31を抱えるようにし、次
いで、スナップ工具で脚部の開きを閉止する。 (ハ) 持ち上げたシースを下げ、正規の位置にセット
する。 以上により、交点が緊密に結束され、かつスペーサによ
ってシースがコンクリートかぶり分だけ下面から正確に
持上げられて設定される。
(B) While slightly lifting the sheaths 30 and 31, the bundling support 1 is pushed down so that the notch 6 holds the sheath 30 and the Ω-shaped envelope part holds the sheath 31, and then the leg parts are snapped with a snap tool. Close the opening of. (C) Lower the lifted sheath and set it in the proper position. As described above, the intersections are tightly bound and the sheath is accurately lifted from the lower surface by the amount of the concrete cover and set by the spacer.

【0017】コンクリート打設し、養生後シースにPC
鋼材を挿通してコンクリートにプレストレスを導入すれ
ば、すぐれた性能のPC版の製造が完了する。実施例は
飛行場のPC舗装版の施工におけるものであり、シース
が30cm間隔で直交配列された幅7.5m×長さ10
0mの舗装に部分的に採用した。この結果、本結束支持
具により、自動コンクリート打設装置の作業工程をなん
ら阻害することなく円滑に施工することができた。
After placing concrete and curing it, PC is used for the sheath.
By inserting a steel material and introducing prestress to the concrete, the production of a PC plate with excellent performance is completed. The example is for construction of a PC paving slab on an airfield, in which sheaths are orthogonally arranged at intervals of 30 cm and have a width of 7.5 m and a length of 10.
Partially adopted for 0m pavement. As a result, the present binding support tool enables smooth construction without hindering the work process of the automatic concrete placing device.

【0018】[0018]

【発明の効果】本発明のPC版シースの交点結束支持具
によれば、大面積のPC版を短期間に施工することがで
きる。結束が強固で倒れや捩れを生じたり、外れたりす
ることがない、ワンタッチで取付けることができ施工が
簡単で機械化施工もできる。
EFFECTS OF THE INVENTION According to the cross point binding support for the PC plate sheath of the present invention, a large area PC plate can be constructed in a short period of time. The unity is strong, and it does not fall down, twist, or come off, it can be attached with one touch, and construction is easy and mechanized construction is also possible.

【0019】スペーサを兼ね、シースを正確な位置に保
持することができる。またコンクリート打設時にコンク
リートの流れを阻害しない。
The sheath also functions as a spacer and can hold the sheath in an accurate position. Also, it does not hinder the flow of concrete during concrete pouring.

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

【図1】実施例の斜視図である。FIG. 1 is a perspective view of an embodiment.

【図2】実施例の施工後の斜視図である。FIG. 2 is a perspective view of the embodiment after construction.

【符号の説明】[Explanation of symbols]

1 結束支持具 2 天板 3 壁板 4 脚 5 底板 6 切欠 7 下部 8 リップ 11 突片 12 段 13 孔 14 係止片 15 スリット 30,31 シー
1 Bundle Supporting Tool 2 Top Plate 3 Wall Plate 4 Legs 5 Bottom Plate 6 Notch 7 Lower 8 Lip 11 Projecting Piece 12 Steps 13 Hole 14 Locking Piece 15 Slit 30, 31 Sheath

フロントページの続き (72)発明者 北村 好一 神奈川県愛甲郡愛川町中津字桜台4056 日 本発条株式会社内 (56)参考文献 実公 昭51−25937(JP,Y1)Front Page Continuation (72) Inventor Koichi Kitamura 4056 Sakuradai, Nakatsu, Aikawa-cho, Aiko-gun, Kanagawa Nihon Hatsujo Co., Ltd. (56) References

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 弾性を有する板のΩ字形成形体であっ
て、該Ω字両側壁にΩ字の開放側から切込んだU字切欠
を有し、該U字切欠の最奥部及び前記Ω字包絡部は直交
する2本のシースの交点を結束する結束部を形成し、Ω
字の脚部開放部に該開放部を閉止して固定する閉止機構
を備え、かつΩ字の脚部がスペーサを形成する高さを有
することを特徴とするPC版シースの交点結束支持具。
1. An Ω-shaped forming body of a plate having elasticity, which has U-shaped notches formed on both side walls of the Ω-shaped from the opening side of the Ω-shaped, and the deepest part of the U-shaped notch and the above-mentioned. The Ω-shaped envelope part forms a binding part that binds the intersection of two orthogonal sheaths.
An intersection binding support tool for a PC plate sheath, comprising: a leg mechanism open portion having a closing mechanism for closing and fixing the open portion, and the Ω leg portion having a height forming a spacer.
【請求項2】 閉止機構がΩ字の脚部の一方の壁から他
方の壁側へ突出した段付突片と、対向する他方の壁に設
けられ該突片が貫通したとき弾性変形により該段付部に
係止する係止片を有する孔とから成ることを特徴とする
請求項1記載のPC版シースの交点結束支持具。
2. A stepped protrusion protruding from one wall of the Ω-shaped leg portion to the other wall, and a closing mechanism provided on the other opposing wall, and elastically deforming when the protrusion penetrates. The intersection binding support device for a PC plate sheath according to claim 1, characterized in that it comprises a hole having a locking piece for locking the stepped portion.
【請求項3】 弾性を有する板が鋼板であり、一体プレ
ス成形体から成る請求項1又は2記載のPC版シースの
交点結束支持具。
3. The cross-point binding support tool for a PC plate sheath according to claim 1, wherein the elastic plate is a steel plate and is made of an integral press-molded body.
JP17515591A 1991-07-16 1991-07-16 Intersection binding support for PC version sheath Expired - Lifetime JPH07100964B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17515591A JPH07100964B2 (en) 1991-07-16 1991-07-16 Intersection binding support for PC version sheath

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17515591A JPH07100964B2 (en) 1991-07-16 1991-07-16 Intersection binding support for PC version sheath

Publications (2)

Publication Number Publication Date
JPH0586687A JPH0586687A (en) 1993-04-06
JPH07100964B2 true JPH07100964B2 (en) 1995-11-01

Family

ID=15991232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17515591A Expired - Lifetime JPH07100964B2 (en) 1991-07-16 1991-07-16 Intersection binding support for PC version sheath

Country Status (1)

Country Link
JP (1) JPH07100964B2 (en)

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US6634606B2 (en) * 2000-12-01 2003-10-21 Tolco Incorporated Hanger for fire sprinkler pipe
KR100438478B1 (en) * 2002-02-21 2004-07-03 (주)티에프에스 A Fastener for Wire Rope
US7455268B2 (en) 2003-05-28 2008-11-25 Nibco, Inc. Hanger for fire sprinkler pipe
KR101961819B1 (en) * 2018-12-12 2019-03-25 최여경 Coupler for connection of deformed bars
KR101961823B1 (en) * 2018-12-12 2019-03-25 최여경 Coupler for connection of deformed bars
KR101961814B1 (en) * 2019-01-02 2019-03-25 최여경 Coupler for connection of deformed bars
KR102333183B1 (en) * 2021-08-30 2021-12-01 류재현 Wire-inserted binding fixture that is assembled at the boundary for pouring heating pipes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797899A (en) * 2018-06-05 2018-11-13 温州市中强建设工程有限公司 The light reinforced fixture of shear wall construction is built in room
CN108797899B (en) * 2018-06-05 2020-11-10 温州市中强建设工程有限公司 Lightweight steel bar clamp for shear wall construction in house construction

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