JP2003105924A - Reinforcement coupler of structural member and its coupling method - Google Patents

Reinforcement coupler of structural member and its coupling method

Info

Publication number
JP2003105924A
JP2003105924A JP2001305586A JP2001305586A JP2003105924A JP 2003105924 A JP2003105924 A JP 2003105924A JP 2001305586 A JP2001305586 A JP 2001305586A JP 2001305586 A JP2001305586 A JP 2001305586A JP 2003105924 A JP2003105924 A JP 2003105924A
Authority
JP
Japan
Prior art keywords
shaped steel
reinforcing bar
passed
reinforcing bars
holes
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.)
Granted
Application number
JP2001305586A
Other languages
Japanese (ja)
Other versions
JP3870054B2 (en
Inventor
Hideki Onaka
英樹 大中
Hiroyasu Kamigaki
宏靖 神垣
Tetsuo Sawamoto
哲男 澤本
Hiroshi Tsutsu
寛 津々
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.)
Daikure KK
Original Assignee
Daikure KK
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 Daikure KK filed Critical Daikure KK
Priority to JP2001305586A priority Critical patent/JP3870054B2/en
Publication of JP2003105924A publication Critical patent/JP2003105924A/en
Application granted granted Critical
Publication of JP3870054B2 publication Critical patent/JP3870054B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/065Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web with special adaptations for the passage of cables or conduits through the web

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a reinforcement coupler allowing anyone to easily couple together reinforcements passed through different holes, among reinforcements passed through holes cut in shape steel, for a structural member used in the manufacture of a floor board of a concrete structure such as a bridge, consisting of a bottom plate formed of a steel plate, shape steel members formed of I- or H-shaped steel members fixed on the bottom plate at regular intervals, and reinforcements passed through holes cut in the shape steel members. SOLUTION: One wire is folded at its center and curved into an S shape as a whole, with hook parts 22 and 23 formed on both sides in opposite directions. One of the hook parts 22 is hooked to the reinforcement 27 passed through the hole 26 cut in the I-shaped steel member 25, and the other hook part 23 is pressed and hooked to another reinforcement 27 passed through another hole 26, whereby the reinforcements 27 are connected together.

Description

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

【0001】[0001]

【発明が属する技術分野】本発明は、橋梁、その他鋼コ
ンクリート合成構造物の床版を製造するのに用いられ、
I形鋼やH形鋼よりなる形鋼に鉄筋を配筋した構造部材
の鉄筋連結金具と、その連結方法に関する。
FIELD OF THE INVENTION The present invention is used for manufacturing floor slabs of bridges and other steel concrete composite structures,
The present invention relates to a reinforcing bar connecting metal fitting of a structural member in which a reinforcing bar is reinforced in a shaped steel made of I-shaped steel or H-shaped steel, and a connecting method thereof.

【0002】[0002]

【従来技術】橋梁等の床版として、H形鋼やI形鋼に鉄
筋を配筋した構造部材にコンクリートを打設した鋼コン
クリート合成床版(以下、単に「合成床版」という)が
知られる。図1は、こうした合成床版の代表的なタイプ
を示すもので、鋼板からなる埋殺し型枠(底板)1上に
I形鋼やH形鋼よりなる形鋼2を定間隔で並べ、各形鋼
2に開設した孔3に鉄筋4を配筋した構造部材5にコン
クリート6を打設したものよりなっている。
2. Description of the Related Art As a floor slab for bridges and the like, a steel-concrete composite floor slab (hereinafter simply referred to as "composite floor slab") is known in which concrete is placed on a structural member in which H-shaped steel or I-shaped steel is reinforced. To be FIG. 1 shows a typical type of such a synthetic floor slab, in which a shaped steel 2 made of an I-shaped steel or an H-shaped steel is arranged at regular intervals on an embedded mold (bottom plate) 1 made of a steel plate. It consists of a structural member 5 in which reinforcing bars 4 are arranged in holes 3 formed in a shaped steel 2 and concrete 6 is cast into the structural member 5.

【0003】こうした合成床版の従来の製法には、工場
にて構造部材を製作して該工場にて或いは別の工場まで
運んでコンクリートを打設し、プレキャスト化したもの
を現場まで運んで橋脚上に架設した橋桁に取付ける方
法、構造部材を工場にて生産してプレハブ化し、これを
現場まで運んで橋桁上に取付後、コンクリートを打設す
る方法、構造部材の組付けからコンクリートの打設まで
全ての工程を現場で行う方法などがある。このうち、合
成床板又は構造部材を工場にて生産する方法は、施工現
場で全ての工程を行うのに比べ、作業能率が向上し、高
所での作業上の危険も少ない利点があるが、構造部材を
コンクリート打設工場又は施工現場まで運搬する際、ト
ラックやトレーラ等への積み卸し作業時或いは運搬時に
鉄筋が形鋼よりずり落ちたり動かないように固定する必
要がある。工場又は施工現場でコンクリートを打設する
ときも同様、鉄筋が動かないように固定する必要があ
る。従来、この鉄筋の固定は、形鋼に溶接することによ
って行っていた。
In the conventional method for manufacturing such a composite floor slab, a structural member is manufactured in a factory and is transported to the factory or another factory to pour concrete, and the precast material is transported to the site to support the pier. Method of attaching to the bridge girder erected above, producing structural members at the factory and making them prefabricated, transporting this to the site and mounting it on the bridge girder, placing concrete, assembling structural members and placing concrete There is a method to perform all the processes up to the site. Of these, the method of producing a synthetic floorboard or structural member in a factory has the advantage that the work efficiency is improved and the risk of working at high places is low compared to performing all the steps at the construction site. When transporting structural members to a concrete pouring factory or a construction site, it is necessary to fix the reinforcing bars so that the reinforcing bars do not slip or move from the shaped steel during loading or unloading work on a truck, trailer, or the like. Similarly, when pouring concrete at a factory or construction site, it is necessary to fix the reinforcing bars so that they do not move. Conventionally, this rebar is fixed by welding to a shaped steel.

【0004】[0004]

【発明が解決しようとする課題】鉄筋の固定を溶接によ
り行うのは、溶接のための設備や、溶接工を必要とし、
溶接箇所の強度も低下する。本発明は、強度を損なうこ
となく、鉄筋の固定が誰でも簡単に、しかも固定のため
の設備を要することなく行えるような連結金具と、その
連結方法を提供することを目的とする。
Fixing the reinforcing bars by welding requires equipment for welding and a welder,
The strength of the welded part is also reduced. SUMMARY OF THE INVENTION It is an object of the present invention to provide a connecting metal fitting and a connecting method thereof, which enables any person to easily fix a reinforcing bar without deteriorating the strength and without requiring a fixing facility.

【0005】[0005]

【課題の解決手段】請求項1に係わる発明は、底板と、
該底板上に定間隔で配設されるI形鋼やH形鋼よりなる
形鋼と、各形鋼に開設した孔に通して配筋される鉄筋よ
りなり、橋梁その他鋼コンクリート合成構造物の床版を
製造するのに用いられる構造部材において、形鋼にあけ
られた孔に通される鉄筋のうち、異なった孔に通される
鉄筋同志を連結するために用いる鉄筋連結具であって、
金属製の線材又はバンドを折り曲げて形鋼にあけられた
孔に通される鉄筋を抱き抱える抱持部と、形鋼にあけら
れた別の孔に通される鉄筋に引掛けられるフック部とを
有し、抱持部とフック部により鉄筋が孔間の最短距離で
連結されることを特徴とする。
The invention according to claim 1 includes a bottom plate,
Bridges and other steel-concrete composite structures are made up of shaped steels made of I-shaped steels and H-shaped steels arranged at regular intervals on the bottom plate and rebars arranged through holes formed in each shaped steel. In a structural member used for manufacturing a floor slab, a reinforcing bar connecting tool used for connecting reinforcing bars which are passed through different holes among reinforcing bars which are passed through holes formed in shaped steel,
A holding part that holds a reinforcing bar that is passed through a hole formed in a shaped steel by bending a metal wire or band, and a hook part that is hooked on the reinforcing bar that is passed through another hole formed in the shaped steel. And the reinforcing bars are connected at the shortest distance between the holes by the holding section and the hook section.

【0006】本発明によると、鉄筋の連結は、抱持部を
一方の鉄筋に掛止した状態でフック部を他方の鉄筋に押
し込んで掛止させることにより行われる。こうして連結
された鉄筋は、孔間の最短距離である孔縁に接した状態
で連結されるため、孔内での動きが拘束される。また連
結された両鉄筋は、連結金具や孔縁との引掛かり、或い
は摩擦抵抗により軸方向の動きも拘束される。したがっ
て鉄筋は横及び軸方向の動きが拘束された状態で固定さ
れる。本発明の構造部材に用いられる底板としては、例
えば鋼板、FRP等の樹脂板等を用いることができる。
According to the present invention, the reinforcing bars are connected by pushing the hook portion into the other reinforcing rod while the holding portion is hooked on the one reinforcing rod. Since the reinforcing bars connected in this manner are connected in contact with the edge of the hole, which is the shortest distance between the holes, the movement within the hole is restricted. Further, the two rebars connected to each other are also restrained from moving in the axial direction by being caught by the connecting fitting or the hole edge, or by frictional resistance. Therefore, the reinforcing bar is fixed in a state in which lateral and axial movements are restricted. As the bottom plate used for the structural member of the present invention, for example, a steel plate, a resin plate such as FRP, or the like can be used.

【0007】請求項2に係わる発明は、請求項1に係わ
る発明における抱持部がフック部であることを特徴とす
る。本発明によると、抱持部がフック部で、連結金具は
両側にフック部を有する形態であるため構造が簡単とな
る。
The invention according to claim 2 is characterized in that the holding portion in the invention according to claim 1 is a hook portion. According to the present invention, since the holding portion is the hook portion and the connecting fitting has the hook portions on both sides, the structure is simple.

【0008】本発明の連結金具の形態には、図2に示す
ようにフック部11を同じ向きに形成したタイプのも
の、図3に示すように、連結金具12をS字状に形成し
てフック部13を逆向きに形成したタイプのものがある
が、このなかでは、後者のフック部を逆向きに形成した
タイプのものが望ましい。フック部13と鉄筋14との
接触長さが、図2に示すフック部11と鉄筋14との接
触長さより長くでき、鉄筋との把持力が増すためであ
る。
The form of the connecting fitting of the present invention is of a type in which the hook portions 11 are formed in the same direction as shown in FIG. 2, and the connecting fitting 12 is formed in an S shape as shown in FIG. Although there is a type in which the hook portion 13 is formed in the reverse direction, the latter type in which the hook portion is formed in the reverse direction is preferable. This is because the contact length between the hook portion 13 and the reinforcing bar 14 can be made longer than the contact length between the hook portion 11 and the reinforcing bar 14 shown in FIG. 2, and the gripping force with the reinforcing bar is increased.

【0009】請求項3に係わる発明は、請求項2に係わ
る連結金具を用いた鉄筋の連結方法に関するもので、形
鋼を挟んで、その両側の鉄筋を請求項1に係わる連結金
具でそれぞれ連結することを特徴とする。本発明による
と、鉄筋の横方向の動き、とりわけ軸方向の動きがより
確実に拘束され、形鋼にしっかりと固定できるようにな
る。
The invention according to claim 3 relates to a method for connecting reinforcing bars using the connecting fitting according to claim 2, wherein shaped steel is sandwiched and the reinforcing bars on both sides thereof are respectively connected by the connecting fittings according to claim 1. It is characterized by doing. According to the present invention, the lateral movement of the reinforcing bar, particularly the axial movement of the reinforcing bar, can be more securely restrained and can be firmly fixed to the shaped steel.

【0010】請求項4に係わる発明は、請求項1に係わ
る発明の抱持部がU形状に折り曲げられた線材又はバン
ドの折曲部であり、フック部がU形状に折り曲げられた
線材又はバンドの各端部に形成されることを特徴とす
る。本発明によると、一方の鉄筋は二か所でフック部に
引掛け保持される。
The invention according to claim 4 is the bent portion of the wire or band in which the holding portion of the invention according to claim 1 is bent in a U shape, and the hook portion is bent in a U shape. Is formed at each end of the. According to the present invention, one rebar is hooked and held on the hook portion at two places.

【0011】請求項5に係わる発明は、請求項4に係わ
る連結金具を用いた鉄筋の連結方法に関するもので、形
鋼に沿わせて抱持部の折曲部に一方の鉄筋を掛けたの
、両フック部を形鋼を挟んで、その両側の鉄筋にそれ
ぞれ掛けて連結することを特徴とする。本発明による
と、一つの連結金具を用いて鉄筋を形鋼にしっかりと固
定できるようになる。
The invention according to claim 5 relates to a method for connecting reinforcing bars using the connecting fitting according to claim 4, wherein one of the reinforcing bars is applied to the bent portion of the holding portion along the shaped steel.
Then , it is characterized in that both hook parts sandwich the shaped steel, and are hooked on the reinforcing bars on both sides thereof to be connected. According to the present invention, the reinforcing bar can be firmly fixed to the shaped steel by using one connecting fitting.

【0012】[0012]

【発明の実施の形態】図4に示す連結金具21は、図3
に示すタイプの連結金具で、一本の針金を中央で折り重
ねて全体を更にS字状に折曲げ、一側に抱持部であるフ
ック部22を、他側にフック部23を上下逆向きに形成
したもので、他側のフック部23には更にフック端を外
向きに折曲げてつまみ24を形成している。
BEST MODE FOR CARRYING OUT THE INVENTION The connecting fitting 21 shown in FIG.
With a connecting metal fitting of the type shown in Fig. 1, one wire is folded at the center and the whole is further bent into an S shape, and the hook portion 22 which is the holding portion on one side and the hook portion 23 on the other side are turned upside down. The hook portion 23 on the other side is further bent outward to form a knob 24.

【0013】図示する例では、一本の針金を中央で折り
重ねて全体を更にS字状に折曲し、両側にフック部を形
成しているが、一本の太い針金をS字状に折曲して両側
にフック部を形成するようにしてもよい。
In the illustrated example, one wire is folded at the center and the whole is further bent into an S shape, and hook portions are formed on both sides. However, one thick wire is formed into an S shape. It may be bent to form hook portions on both sides.

【0014】図5は、図4に示す連結金具21を用いて
I形鋼25の一側で、形鋼25にあけられた孔26に通
される鉄筋27を連結した態様を示すもので、鉄筋27
の連結は、フック部22を一方の鉄筋27に掛けた状態
でつまみ24を掴み、フック部23を押し拡げながら他
方の鉄筋27に押し込んで連結する。
FIG. 5 shows a mode in which a reinforcing bar 27, which is passed through a hole 26 formed in the shaped steel 25, is coupled to one side of the I-shaped steel 25 by using the coupling fitting 21 shown in FIG. Rebar 27
In the connection of, the hook 24 is hooked on one of the reinforcing bars 27, the knob 24 is grasped, and the hook 23 is expanded and pushed into the other reinforcing bar 27 to be connected.

【0015】図6に示す連結金具31は、一本の針金を
中央でU形状に折曲げて抱持部となる折曲部32を形成
し、U形状に折曲げた針金の各端部を更に折曲げてフッ
ク部33とつまみ34を形成したものである。
The connecting fitting 31 shown in FIG. 6 is formed by bending a piece of wire into a U-shape at the center to form a bent portion 32 which serves as a holding portion. Each end of the wire bent into a U-shape is formed. Further, the hook portion 33 and the knob 34 are formed by bending.

【0016】図7は、図6に示す連結金具31を用いて
I形鋼25の両側で鉄筋27を連結した態様を示すもの
で、鉄筋27の連結は、折曲部32に一方の鉄筋27を
通して掛けたのち、I形鋼25の両側に沿わせ、一方の
フック部33のつまみ34を掴んで、該フック部33を
I形鋼25の一側で鉄筋27に引掛ける。ついで同じく
他方のフック部33のつまみ34を掴んで該フック部3
3を同様にしてI形鋼25の他側で鉄筋27に引掛け、
両鉄筋27を連結する。
FIG. 7 shows a mode in which the reinforcing bars 27 are connected on both sides of the I-shaped steel 25 by using the connecting fittings 31 shown in FIG. 6. The reinforcing bars 27 are connected to the bent portion 32 at one of the reinforcing bars 27. Then, the hook portion 33 is hooked on the rebar 27 at one side of the I-shaped steel 25 by grasping the knob 34 of the one hook portion 33 along the both sides of the I-shaped steel 25. Then, similarly, by grasping the knob 34 of the other hook portion 33, the hook portion 3
3 is hooked on the reinforcing bar 27 on the other side of the I-shaped steel 25 in the same manner,
Both rebars 27 are connected.

【0017】[0017]

【発明の効果】請求項1に係わる発明の連結金具による
と、形鋼にあけられた孔に通した鉄筋に抱持部を掛けた
状態で、フック部を別の孔に通した鉄筋に掛ける操作を
行うだけで別々の孔に通した鉄筋を連結することがで
き、連結状態で鉄筋同志は孔間の最短距離の孔縁に接し
た状態で連結されるため孔内での動きや軸方向の動きが
拘束された状態で固定される。また、鉄筋を形鋼に溶接
して固定するのと比べ、溶接による強度の低下を生ずる
ことがない。
According to the connecting metal fitting of the invention of claim 1, the hook portion is hooked on the reinforcing bar passed through another hole while the holding portion is hooked on the reinforcing bar passed through the hole formed in the shaped steel. You can connect the rebars that have passed through different holes just by performing the operation, and in the connected state, the rebars are connected while being in contact with the edge of the shortest distance between the holes, so the movement in the hole and the axial direction Is fixed in a state in which the movement of is constrained. Further, as compared with the case where the reinforcing bar is fixed to the shaped steel by welding, the strength does not decrease due to welding.

【0018】請求項2に係わる発明によると、構造が簡
単で、連結金具の製作コストを低減させることができ
る。請求項3に係わる発明によると、形鋼を挟んで、そ
の両側で鉄筋が連結金具で連結されるため、鉄筋を形鋼
によりしっかりと固定することができる。
According to the second aspect of the invention, the structure is simple and the manufacturing cost of the connecting fitting can be reduced. According to the invention of claim 3, since the reinforcing bars are connected by the connecting metal fittings on both sides of the shaped steel, the reinforcing bars can be firmly fixed to the shaped steel.

【0019】請求項4に係わる発明によると、一方の鉄
筋は二か所でフック部に引掛けられるため、鉄筋の固定
が確実に行えるようになる。請求項5に係わる発明によ
ると、請求項3に係わる発明と同様の効果を奏する。
According to the invention of claim 4, one of the reinforcing bars is hooked on the hook portion at two places, so that the reinforcing bars can be securely fixed. According to the invention of claim 5, the same effect as that of the invention of claim 3 can be obtained.

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

【図1】合成床版のコンクリートの一部を切り欠いた斜
視図。
FIG. 1 is a perspective view in which a part of concrete of a synthetic floor slab is cut away.

【図2】連結金具の一態様を示す側面図。FIG. 2 is a side view showing an aspect of a connecting fitting.

【図3】連結金具の別の態様を示す側面図。FIG. 3 is a side view showing another mode of the connecting fitting.

【図4】連結金具の斜視図。FIG. 4 is a perspective view of a connecting fitting.

【図5】図4に示す連結金具を用いて鉄筋を連結した態
様を示す図。
5 is a view showing a mode in which reinforcing bars are connected using the connecting fitting shown in FIG.

【図6】連結金具の別の態様を示す斜視図。FIG. 6 is a perspective view showing another mode of the connecting fitting.

【図7】図6に示す連結金具を用いて鉄筋を連結した態
様を示す図。
7 is a view showing a mode in which reinforcing bars are connected using the connecting fitting shown in FIG.

【符号の説明】[Explanation of symbols]

11、13、22、23、33・・フック部 12、21、31・・連結金具 14、27・・鉄筋 24、34・・つまみ 25・・I形鋼 26・・孔 11, 13, 22, 23, 33 ... Hook part 12, 21, 31, ... Connecting fittings 14, 27 ... Reinforcing bars 24, 34 ... Knobs 25 ... I-shaped steel 26 ... holes

───────────────────────────────────────────────────── フロントページの続き (72)発明者 澤本 哲男 広島県呉市築地町1−24 株式会社ダイク レ内 (72)発明者 津々 寛 広島県呉市築地町1−24 株式会社ダイク レ内 Fターム(参考) 2D059 AA17 GG55 2E164 BA44 BA48    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Tetsuo Sawamoto             1-24 Tsukiji-cho, Kure-shi, Hiroshima Dyke Co., Ltd.             Within (72) Inventor Hiroshi Tsuzu             1-24 Tsukiji-cho, Kure-shi, Hiroshima Dyke Co., Ltd.             Within F term (reference) 2D059 AA17 GG55                 2E164 BA44 BA48

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】底板と、該底板上に定間隔で配設されるI
形鋼やH形鋼よりなる形鋼と、各形鋼に開設した孔に通
して配筋される鉄筋よりなり、橋梁その他鋼コンクリー
ト合成構造物の床版を製造するのに用いられる構造部材
において、形鋼にあけられた孔に通される鉄筋のうち、
異なった孔に通される鉄筋同志を連結するために用いる
鉄筋連結具であって、金属製の線材又はバンドを折り曲
げて形鋼にあけられた孔に通される鉄筋を抱き抱える抱
持部と、形鋼にあけられた別の孔に通される鉄筋に引掛
けられるフック部とを有し、抱持部とフック部により鉄
筋が孔間の最短距離で連結されることを特徴とする構造
部材の鉄筋連結金具。
1. A bottom plate and I arranged on the bottom plate at regular intervals.
In structural members used to manufacture floor slabs of bridges and other steel-concrete composite structures, which consist of shaped steel consisting of shaped steel and H-shaped steel, and rebars that are reinforced through holes formed in each shaped steel. , Out of the rebars that are passed through the holes in the shaped steel,
A reinforcing bar connector used for connecting reinforcing bars that are passed through different holes, which is a holding portion that holds a reinforcing bar that is passed through a hole formed in a shaped steel by bending a metal wire or band. A structure characterized by having a hook part hooked on a reinforcing bar that is passed through another hole formed in a shaped steel, and the reinforcing bar being connected at the shortest distance between the holes by the holding part and the hook part. Reinforcing bar connection fittings for members.
【請求項2】上記抱持部がフック部であることを特徴と
する請求項1記載の構造部材の鉄筋連結金具。
2. The reinforcing bar connecting fitting for a structural member according to claim 1, wherein the holding portion is a hook portion.
【請求項3】請求項2記載の鉄筋連結金具を用い、形鋼
を挟んでその両側で鉄筋を連結することを特徴とする鉄
筋連結方法。
3. A reinforcing bar connecting method, wherein the reinforcing bar connecting fitting according to claim 2 is used to connect the reinforcing bars on both sides of the shaped steel by sandwiching the shaped steel.
【請求項4】上記抱持部がU形状に折り曲げられた線材
又はバンドの折曲部であり、フック部がU形状に折り曲
げられた線材又はバンドの各端部に形成されることを特
徴とする請求項1記載の構造部材の鉄筋連結金具。
4. The holding portion is a bent portion of a wire or band bent in a U shape, and the hook portion is formed at each end of the wire or band bent in the U shape. The reinforcing bar connecting fitting for the structural member according to claim 1.
【請求項5】請求項4記載の鉄筋連結金具を用い、形鋼
に沿わせて抱持部の折曲部に一方の鉄筋を掛けたのち、
両フック部を形鋼を挟んで、その両側の鉄筋にそれぞれ
掛けて連結することを特徴とする鉄筋連結方法。
5. The reinforcing bar connecting metal fitting according to claim 4, wherein one of the reinforcing bars is hung on the bent part of the holding part along the shaped steel,
A method of connecting reinforcing bars, characterized in that both hooks are sandwiched between shaped steels and are hooked on the reinforcing bars on both sides thereof to be connected.
JP2001305586A 2001-10-01 2001-10-01 Reinforcing method for structural members Expired - Lifetime JP3870054B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001305586A JP3870054B2 (en) 2001-10-01 2001-10-01 Reinforcing method for structural members

Publications (2)

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JP2003105924A true JP2003105924A (en) 2003-04-09
JP3870054B2 JP3870054B2 (en) 2007-01-17

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JP2008014101A (en) * 2006-07-10 2008-01-24 Jfe Steel Kk Slab shape structure and segment for tunnel, floor slab and reinforced concrete pier using the same
JP2008184846A (en) * 2007-01-31 2008-08-14 Mitsui Eng & Shipbuild Co Ltd Reinforced concrete slab bridge having small number of main girders
ITUD20120221A1 (en) * 2012-12-24 2014-06-25 Alberto Piemonte CROSS WITH THE SPECIAL MULTIFUNCTION PROFILE FOR THE "TRAVIPROF" CALLED BUILDING.
CN106320606A (en) * 2015-07-07 2017-01-11 黄均贤 Steel plate prestress-segmentally-reinforcing type embedded steel structure for concrete beam
JP2017071930A (en) * 2015-10-06 2017-04-13 鹿島建設株式会社 Installation metal fitting and installation method
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008014101A (en) * 2006-07-10 2008-01-24 Jfe Steel Kk Slab shape structure and segment for tunnel, floor slab and reinforced concrete pier using the same
JP4661709B2 (en) * 2006-07-10 2011-03-30 Jfeスチール株式会社 Plate structure, tunnel segment, floor slab and reinforced concrete pier using the same
JP2008184846A (en) * 2007-01-31 2008-08-14 Mitsui Eng & Shipbuild Co Ltd Reinforced concrete slab bridge having small number of main girders
ITUD20120221A1 (en) * 2012-12-24 2014-06-25 Alberto Piemonte CROSS WITH THE SPECIAL MULTIFUNCTION PROFILE FOR THE "TRAVIPROF" CALLED BUILDING.
CN106320606A (en) * 2015-07-07 2017-01-11 黄均贤 Steel plate prestress-segmentally-reinforcing type embedded steel structure for concrete beam
JP2017071930A (en) * 2015-10-06 2017-04-13 鹿島建設株式会社 Installation metal fitting and installation method
CN112627354A (en) * 2021-02-02 2021-04-09 潍坊伟辰装配式建筑科技有限公司 Box type house

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