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JPS5821054B2 - Reinforcement ties - Google Patents
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JPS5821054B2 - Reinforcement ties - Google Patents

Reinforcement ties

Info

Publication number
JPS5821054B2
JPS5821054B2 JP53088630A JP8863078A JPS5821054B2 JP S5821054 B2 JPS5821054 B2 JP S5821054B2 JP 53088630 A JP53088630 A JP 53088630A JP 8863078 A JP8863078 A JP 8863078A JP S5821054 B2 JPS5821054 B2 JP S5821054B2
Authority
JP
Japan
Prior art keywords
hoop
hoops
shape
reinforcing
planar
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
JP53088630A
Other languages
Japanese (ja)
Other versions
JPS5516155A (en
Inventor
長谷川正昭
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP53088630A priority Critical patent/JPS5821054B2/en
Publication of JPS5516155A publication Critical patent/JPS5516155A/en
Publication of JPS5821054B2 publication Critical patent/JPS5821054B2/en
Expired legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 本発明は、鉄筋コンクリートの柱や梁を構築す為際、主
筋に止着固定されて柱や梁を補強すると共に、コンクリ
ートを強力に拘束し保形性にも優れた補強用帯筋に関す
るものである。
[Detailed Description of the Invention] When constructing reinforced concrete columns and beams, the present invention not only strengthens the columns and beams by fixing them to the main reinforcement, but also strongly restrains the concrete and has excellent shape retention. This relates to reinforcement ties.

従来、この種の補強用帯筋は、環状に折曲形成した平面
円形成は四角形の線材のみから成り、これを、立設され
た複数の主筋の各外周面に接するように止着し且つ多数
、段設し、使用している。
Conventionally, this type of reinforcing hoop consists of only rectangular wire rods bent into an annular plane, which are fixed so as to be in contact with the outer circumferential surfaces of each of the main reinforcing bars that are erected. Many are arranged and used.

ところが、これによると、個々の帯筋は単線によるルー
プであるため、コンクリートの拘束性、保形性等の点で
劣り、工事関係者にとって大きな問題となっていた。
However, according to this method, since each stirrup is a loop made of a single wire, it is inferior in terms of concrete restraint, shape retention, etc., and this has been a big problem for those involved in construction.

本発明は斜上の点に鑑み創出されたものであり、その目
的とするところは、二内角が直角な五角形以上の平面形
状が多角形のフープ一対を、一部重合状に組合せ止着し
て多数の内包辺を形成することにより、コンクリートと
の接触部分を増大させ、以ってその拘束性、保形性を確
保するようにした補強用帯筋を提供するにある。
The present invention was created in view of the problem of slanting, and its purpose is to combine and fasten a pair of hoops each having a polygonal planar shape of pentagon or more with two interior angles being right angles in a partially overlapping manner. To provide a reinforcing hoop that increases the contact area with concrete by forming a large number of internal sides, thereby ensuring its restraint and shape retention properties.

即ち、その要旨は、線材を折曲形成して平面形状が、少
なくとも二内角が直角な五角形以上の多角形を呈する平
面図形であるようなフープを形成し、該フープ一対を両
フープが有する各直角部が周囲に配置されるように一部
重合状に組合せ止着したことに存するものである。
That is, the gist thereof is to form a hoop whose planar shape is a polygon of pentagon or more with at least two right angles by bending a wire material, This consists in the fact that the right angle portions are assembled and fixed in a partially overlapping manner so that the right angle portions are arranged around the periphery.

以下図面に従って本発明の一実施例を詳細に説明する。An embodiment of the present invention will be described in detail below with reference to the drawings.

第1図aに示すように、線材を折曲形成して平面形状が
、少なくとも二内角か直角な五角形以上の多角形を呈す
る平面図形であるようなフープ1を形成する。
As shown in FIG. 1a, a hoop 1 is formed by bending a wire material and has a planar shape that is a polygon of at least two interior angles or a right-angled pentagon or more.

該フープ1は底辺2の両端に、この底辺2に直角部6を
介して直交する側辺3を有し、且つ、底辺2の垂直二等
分線を介して線対称になっている。
The hoop 1 has side edges 3 at both ends of a base 2, which are perpendicular to the base 2 through a right angle portion 6, and is symmetrical about the perpendicular bisector of the base 2.

また、側辺3に連設された斜辺4は互いにほぼ直交して
いる。
Further, the oblique sides 4 connected to the side sides 3 are substantially perpendicular to each other.

これと同様に、底辺2、側辺3、斜辺4を有するフープ
1として第1図eに示されたものかある。
Similarly, there is a hoop 1 shown in FIG. 1e having a base 2, sides 3 and hypotenuses 4.

同図す及びfは底辺2、側辺3、斜辺4及び上辺5を有
する六角形のフープ1であり、何れも底辺2の垂直二等
分線を介して線対称となっている。
Figures 1 and 2 are hexagonal hoops 1 having a base 2, side 3, hypotenuse 4, and top 5, all of which are symmetrical with respect to the perpendicular bisector of the base 2.

同図C及びdは、対向する二角が直角である六角形のフ
ープ1であり、各直角を形成する側辺3と、該側辺3相
互に連接された斜辺4とから成る。
Figures C and d show a hexagonal hoop 1 whose two opposing corners are right angles, and is composed of side sides 3 forming each right angle and an oblique side 4 connected to the side sides 3.

第1図aに示された五角形のフープ1の一対を組合せ止
着して第2図のように平面外形を、土台Cに複数立設さ
れた主筋Bの平面配置に適合するよう、底辺2、側辺3
から成る外部多角形部7となし、且つ、内部には、両フ
ープ1の各辺の一部が、外部多角形部7の辺2,3に対
し平面で斜めとなる斜辺4を有する四角形以上の内部多
角形部8を形成する。
A pair of pentagonal hoops 1 shown in FIG. , side 3
An external polygonal part 7 consisting of a polygonal part 7, and inside, a part of each side of both hoops 1 is a rectangular or more shape having an oblique side 4 which is oblique in a plane with respect to sides 2 and 3 of the external polygonal part 7. An internal polygonal portion 8 is formed.

即ち、両フープ1が有する直角部6が周囲に配置される
ように一方のフープ1に他方のフープ1の一部を重合さ
せるようにして、四つの斜辺4が内部に正方形を形成す
るように溶接或はワイヤによる縛結等の手段にて止着す
るのである。
That is, one hoop 1 is partially overlapped with the other hoop 1 so that the right angle portions 6 of both hoops 1 are arranged around it, so that the four hypotenuses 4 form a square inside. They are fixed by means such as welding or tying with wire.

第1図す乃至fの実施例に於いても、二個のフープ1を
組合せて外形か正方形となるようにし、夫々の内部には
、双方のフープ1の側辺3、斜辺4、上辺5にて四角形
、六角形を形成する。
In the embodiment shown in FIGS. 1 to 1F, two hoops 1 are combined to form a square shape, and inside each hoop 1 there are formed a side edge 3, an oblique edge 4, and an upper edge 5. to form a square or hexagon.

第1図の各図中想像線で示したものは、夫り組合わされ
る他方のフープ1である。
What is shown by imaginary lines in each figure in FIG. 1 is the other hoop 1 to be combined.

フープ1の平面形状は図示例に限られるものではなく、
内角のうち二角が直角であり非線対称な多角形でもよい
The planar shape of the hoop 1 is not limited to the illustrated example,
It may be a non-axisymmetric polygon in which two of the interior angles are right angles.

更に組合せ方も、同形のもの同志に限らず、例えば、第
1図aのフープ1と同図by ey fのフープ1とを
組合せるも可能である。
Furthermore, the combination is not limited to those of the same shape; for example, it is also possible to combine the hoop 1 in FIG. 1a with the hoop 1 in FIG. 1 by ey f.

これら、多種多様な組合せにより形成される補強用帯筋
Aの平面外形は、土台Cに複数立設された主筋Bの平面
配置に適合させる必要があり、フープ1の形状やその組
合せ方もこれに応じて選択する。
The planar outline of the reinforcing hoops A formed by these various combinations needs to be adapted to the planar arrangement of the main reinforcements B, which are erected in plural on the foundation C, and the shape of the hoop 1 and the way they are combined must also be adjusted accordingly. Choose accordingly.

図示例にあっては、正方形の各頂点に立設された主筋B
を想定し、これに適合させるべく、平面外形が略正方形
となるような組合せとなっているが、例えば主筋Bの平
面配置が凹凸を有する多角形状である場合には、一対の
フープ1を水平方向にずらして止着することによって所
望の形状を得ることかできる。
In the illustrated example, the main reinforcements B are erected at each vertex of the square.
In order to match this, the combination is such that the planar outline is approximately square. However, for example, if the planar arrangement of the main reinforcements B is a polygonal shape with unevenness, the pair of hoops 1 may be placed horizontally. A desired shape can be obtained by shifting in the direction and fixing.

こうして形成した一対のフープ1から成る補強用帯筋A
は、直角を形成する各辺の隅を主筋Bの外周面に係合さ
せ、溶接等の適宜な手段で止着固定するのである。
Reinforcing strap A consisting of a pair of hoops 1 thus formed
The corners of each side forming a right angle are engaged with the outer circumferential surface of the main reinforcement B, and fixed by appropriate means such as welding.

補強用帯筋Aは多数形成して主筋Bの長手方向に段設さ
れ、充填形成されるコンクリートを拘束して柱や梁の補
強に供される。
A large number of reinforcing bars A are formed and stepped in the longitudinal direction of the main bars B, and serve to reinforce columns and beams by restraining concrete to be filled and formed.

実施例にて説明したように、内角のうち少なくとも二内
角が直角な五角形以上の多角形を呈する平面図形である
ようなフープ1を一対にして形成するから、斜辺4の交
点或は上辺5と底辺2とを重合させ、またフープ1双方
の側面3を平面略連続状に組合わせることにより、正方
形または長方形等、主筋Bの一般的な平面配置に適合す
る外形の補強用帯筋Aが形成し易い利点がある。
As explained in the embodiment, since the hoops 1 are formed as a pair, each having a planar shape of a polygon larger than a pentagon with at least two of the interior angles being right angles, the intersection of the hypotenuses 4 or the upper side 5 By overlapping the bottom side 2 and combining the side surfaces 3 of both hoops 1 in a substantially continuous planar shape, a reinforcing tie bar A having an external shape that matches the general planar arrangement of the main bar B, such as a square or rectangle, is formed. It has the advantage of being easy to use.

任意に選択した一対のフープ1により、刃形成は凹凸を
有する多角形等、種々の平面形状を得ることができるの
で、主筋Bの様々な平面配置に対処でき、汎用性は頗る
太きい。
By using a pair of arbitrarily selected hoops 1, the blade can be formed into various planar shapes such as a polygon with unevenness, so that various planar arrangements of the main reinforcing bars B can be accommodated, and the versatility is extremely high.

更に、一対の補強用帯筋Aを同形のものとすれば、製作
が容易であり量産化にも迅速に対処できると共に、その
成形費用も廉くて済み、生産コストか著しく節減できる
から安価に提供可能である。
Furthermore, if the pair of reinforcing ties A are made of the same shape, it is easy to manufacture and can be mass-produced quickly, and the molding cost is also low, resulting in a significant reduction in production costs, making it inexpensive. Available.

加えて、図示する種々のフープ1は、概ね、底辺2の垂
直二等分線を介して線対称であり、このフープ1一対を
組合せることにより、両フープ1の各辺にて形成される
補強用帯筋A内部の多角形は線対称且つ点対称となるた
め、補強用帯筋A内部にて線材は均等に分布しており、
平面の各部に於いて、コンクリートの均一な保形性を有
すると共に、荷重の分担にも偏りがない。
In addition, the various hoops 1 shown in the figures are generally line symmetrical through the perpendicular bisector of the base 2, and by combining a pair of hoops 1, a hoop 1 is formed on each side of both hoops 1. Since the polygon inside the reinforcing stirrup A is line-symmetric and point-symmetric, the wire rods are evenly distributed inside the reinforcing stirrup A,
In each part of the plane, the concrete maintains its shape uniformly, and the load is distributed evenly.

即ち、内部多角形部8の斜辺4は、あたかも筋交いの如
く作用し、平面においての上下方向、左右方向での外力
に有効に耐え、しかも、上下方向、左右方向での別の補
強筋を装入させるのに比し、配筋量が少なくて済み極め
て経済的である。
In other words, the oblique side 4 of the internal polygonal portion 8 acts as if it were a brace, effectively withstanding external forces in the vertical and horizontal directions on the plane, and is equipped with additional reinforcing bars in the vertical and horizontal directions. It is extremely economical as it requires less reinforcement compared to the conventional method.

また、主筋Bを包囲するように多数段設することにより
、主筋Bの座屈防止に有効である。
Further, by providing multiple stages to surround the main reinforcement B, it is effective to prevent buckling of the main reinforcement B.

このように、本発明は、線材を折曲形成して平面形状が
、少なくとも二内角が直角な五角形以上の多角形を呈す
る平面図形であるようなフープ1を形成し、該フープ1
一対を両フープ1が有する各直角部6が周囲に配置され
るように一部重合状に組合せ止着し、その結果として、
平面外形を、土台Cに複数立設された主筋Bの平面配置
に適合する外部多角形部7となし、且つ、内部には、両
フープ1の各辺の一部が、外部多角形部γの辺2゜3.
5に対し平面で斜めとなる斜辺4を有する四角形以上の
内部多角形部8を形成するようにしたので、従来のよう
な単一のループ状線材から成る帯筋に比し、充填形成さ
れるコンクリートとの接触部分が圧倒的に多く、ために
、拘束力が極めて大きく、保形性に於いても遥かに勝る
ものである。
As described above, the present invention forms a hoop 1 by bending a wire material and having a planar shape of a polygon of pentagon or more with at least two interior angles being right angles.
A pair of hoops 1 are assembled and fixed together in a partially overlapping manner so that the respective right-angled portions 6 of both hoops 1 are arranged around the periphery, and as a result,
The planar outline is an external polygonal part 7 that matches the planar arrangement of a plurality of main reinforcements B erected on the foundation C, and inside, a part of each side of both hoops 1 is an external polygonal part γ. Side of 2゜3.
Since the inner polygonal part 8 is more than a quadrangle and has an oblique side 4 that is oblique in plane with respect to 5, it is possible to form the internal polygonal part 8 in a filling manner, compared to the conventional strap made of a single loop-shaped wire. Because the contact area with concrete is overwhelmingly large, the binding force is extremely large, and it is far superior in terms of shape retention.

特に、建造物の基幹構造たる柱、梁等の構築に使用して
その強度の向上に大きく貢献することができる。
In particular, it can be used to construct pillars, beams, etc., which are the core structure of buildings, and can greatly contribute to improving their strength.

また、本発明補強用帯筋は、主筋Bの立設方向で所定の
間隔をへだてられて段設されるも、各段毎に分離独立し
ているから、1個所が破断した場合でも全体に影響する
ことはほとんどなく、これは、連続した螺旋構造である
が故に1個所の破断が全体に連鎖的に影響する可能性が
ある螺旋帯筋に比較した場合に、極めて安全である等の
利点が得られる。
Furthermore, although the reinforcing hoops of the present invention are installed in stages separated by a predetermined interval in the direction in which the main reinforcement B is erected, each stage is separated and independent, so even if one part breaks, the entire reinforcement will be damaged. This has the advantage of being extremely safe compared to spiral tie bars, where a break in one place can have a chain reaction effect on the whole because it has a continuous spiral structure. is obtained.

合わせて、平面外形を、土台Cに立設された複数の主筋
Bの平面配置に適合させることにより、柱や梁等の断面
内周縁にはフープ1の線材が満遍なく配置されるので、
柱や梁の中心部及び内部周縁共にその補強は万全である
At the same time, by adapting the planar outline to the planar arrangement of the plurality of main reinforcements B erected on the foundation C, the wire rods of the hoop 1 are evenly arranged on the inner periphery of the cross section of the pillars, beams, etc.
Both the center and internal edges of the columns and beams are fully reinforced.

以上述べたように、本発明によれば、コンクリートとの
接触部分が多く、その拘束性、保形性を確保して柱や梁
を強力に補強すると共に、取扱いも容易であり、量産性
に富む等、極めて優れた種種の効果を奏するものである
As described above, according to the present invention, there are many contact parts with concrete, ensuring restraint and shape retention, strongly reinforcing columns and beams, and making it easy to handle, making it suitable for mass production. It has extremely excellent effects such as enrichment.

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

図面は本発明の実施例を示すものであり、第1図a乃至
fはフープの平面図、第2図は斜視図、第3図は使用状
態の斜視図である。 1・・・フープ、2・・・底辺、3・・・側辺、4・・
・斜辺、5・・・上辺、6・・・直角部、7・・・外部
多角形部、8・・・内部多角形部、A・・・補強用帯筋
、B・・・主筋、C・・・土台。
The drawings show an embodiment of the present invention, and FIGS. 1a to 1f are plan views of the hoop, FIG. 2 is a perspective view, and FIG. 3 is a perspective view of the hoop in use. 1... hoop, 2... bottom, 3... side, 4...
- Hypotenuse, 5... Upper side, 6... Right angle part, 7... External polygonal part, 8... Internal polygonal part, A... Reinforcement tie bar, B... Main reinforcement, C ...Foundation.

Claims (1)

【特許請求の範囲】[Claims] 1 線材を折曲形成して平面形状が、少なくとも二内角
が直角な五角形以上の多角形を呈する平面図形であるよ
うなフープを形成し、該フープ一対を両フープが有する
各直角部が周囲に配置されるように一部重合状に組合せ
止着したことを特徴とする補強用帯筋。
1. A wire rod is bent to form a hoop whose planar shape is a polygon of at least a pentagon with at least two right angles, and each right-angled part of both hoops has a pair of hoops surrounding the hoop. 1. A reinforcing tie bar characterized by being attached in a partially overlapping manner so as to be arranged.
JP53088630A 1978-07-20 1978-07-20 Reinforcement ties Expired JPS5821054B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP53088630A JPS5821054B2 (en) 1978-07-20 1978-07-20 Reinforcement ties

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP53088630A JPS5821054B2 (en) 1978-07-20 1978-07-20 Reinforcement ties

Publications (2)

Publication Number Publication Date
JPS5516155A JPS5516155A (en) 1980-02-04
JPS5821054B2 true JPS5821054B2 (en) 1983-04-27

Family

ID=13948120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP53088630A Expired JPS5821054B2 (en) 1978-07-20 1978-07-20 Reinforcement ties

Country Status (1)

Country Link
JP (1) JPS5821054B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60219355A (en) * 1984-04-13 1985-11-02 清水建設株式会社 Shear reinforcing bar of pillar made of reinforced concrete
JPH02240351A (en) * 1989-03-10 1990-09-25 Hiroshi Suwa Reinforcing bar unit for shearing force

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS535458B2 (en) * 1973-05-23 1978-02-27

Also Published As

Publication number Publication date
JPS5516155A (en) 1980-02-04

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