JP2732025B2 - Joint structure of rebar using shape memory alloy members - Google Patents

Joint structure of rebar using shape memory alloy members

Info

Publication number
JP2732025B2
JP2732025B2 JP1444294A JP1444294A JP2732025B2 JP 2732025 B2 JP2732025 B2 JP 2732025B2 JP 1444294 A JP1444294 A JP 1444294A JP 1444294 A JP1444294 A JP 1444294A JP 2732025 B2 JP2732025 B2 JP 2732025B2
Authority
JP
Japan
Prior art keywords
memory alloy
shape memory
joint
rebar
joint structure
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
JP1444294A
Other languages
Japanese (ja)
Other versions
JPH07217077A (en
Inventor
弘行 吉竹
秀之 三浦
満 相場
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.)
KANTO TOKUSHU SEIKO KK
Kajima Corp
Original Assignee
KANTO TOKUSHU SEIKO KK
Kajima 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 KANTO TOKUSHU SEIKO KK, Kajima Corp filed Critical KANTO TOKUSHU SEIKO KK
Priority to JP1444294A priority Critical patent/JP2732025B2/en
Publication of JPH07217077A publication Critical patent/JPH07217077A/en
Application granted granted Critical
Publication of JP2732025B2 publication Critical patent/JP2732025B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、形状記憶合金部材によ
る鉄筋の継手構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a reinforcing steel bar using a shape memory alloy member.

【0002】[0002]

【従来の技術】鉄筋の継手には、従来、機械継手である
カップラー式やグリップ式等の機械継手や圧接式等の溶
接継手などがあるが、形状記憶合金部材を使用したもの
も提案されている。
2. Description of the Related Art Conventionally, there have been known mechanical joints such as coupler-type and grip-type mechanical joints and press-welding-type welded joints, and others using a shape memory alloy member have been proposed. I have.

【0003】特開昭58- 26155 号公報に記載された鉄筋
の継手は、鉄筋をネジカップラーで結合する場合に、形
状記憶合金による部材を介在させて鉄筋とカップラー間
の遊動ガタツキを防止するようにした。
[0003] A joint of a reinforcing bar described in Japanese Patent Application Laid-Open No. 58-26155 is designed to prevent loose rattling between the reinforcing bar and the coupler by interposing a member made of a shape memory alloy when connecting the reinforcing bar with a screw coupler. I made it.

【0004】また、実開平4-111813号公報にある鉄筋継
手装置は、剛性の高い筒体の内部に鉄筋への押圧部材を
押圧する板状バネ的な形状記憶合金を配置した。
[0004] In the rebar joint device disclosed in Japanese Utility Model Laid-Open No. 4-111813, a plate-like spring-shaped shape memory alloy for pressing a pressing member against a rebar is arranged inside a highly rigid cylindrical body.

【0005】[0005]

【発明が解決しようとする課題】しかし、これら従来の
鉄筋の継手は、形状記憶合金による部材で直接鉄筋を拘
束するというより、他の拘束部材の作用を高める補助的
な役割しか持たせておらず、部材点数が多く、セット等
も面倒である。
However, these conventional joints of reinforcing bars have an auxiliary role of enhancing the action of other restraining members, rather than directly restraining the reinforcing bars with a member made of a shape memory alloy. However, the number of members is large, and the set is troublesome.

【0006】本発明の目的は前記従来例の不都合を解消
し、構造が単純で、しかも、少ない部材点数で効果的な
拘束作用が得られる形状記憶合金部材による鉄筋の継手
構造を提供することにある。
It is an object of the present invention to provide a joint structure for a reinforcing steel bar made of a shape memory alloy member which has a simple structure and which can obtain an effective restraining action with a small number of members. is there.

【0007】[0007]

【課題を解決するための手段】本発明は前記目的を達成
するため、コイル状に成形した形状記憶合金による拘束
部材の一方の端から一方の鉄筋継手を挿入し、他方の端
からもう一方の鉄筋継手を挿入し、この形状記憶合金部
材がコンクリートが固まる時の水和熱で締めつけ作用を
行うようにしたことを要旨とするものである。
According to the present invention, in order to achieve the above object, one rebar joint is inserted from one end of a restraining member made of a shape memory alloy formed into a coil shape, and the other is inserted from the other end. The gist is that a rebar joint is inserted so that the shape memory alloy member performs a tightening action by hydration heat when concrete hardens.

【0008】[0008]

【作用】本発明によれば、接続すべき鉄筋を拘束する形
状記憶合金部材はコイル状すなわち螺旋体に成形したも
のであり、この形状記憶合金がコンクリートが固まる時
の水和熱で螺旋の隙間間隔と螺旋径の両方を縮小し、直
接鉄筋端を締めつけることができる。
According to the present invention, the shape memory alloy member for restraining the reinforcing steel bar to be connected is formed in a coil shape, that is, a spiral body. And the diameter of the spiral can be reduced, and the rebar ends can be tightened directly.

【0009】[0009]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1〜図5は本発明の形状記憶合金部材によ
る鉄筋の継手構造の第1実施例を示す各工程の斜視図
で、PC(プレキャストコンクリート)製の柱材1,2
を接合する場合である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIGS. 1 to 5 are perspective views of respective steps showing a first embodiment of a joint structure of a reinforcing steel bar using a shape memory alloy member according to the present invention.
Are joined.

【0010】図1に示すように下段の柱材1の上端には
鉄筋の端にあたる接合用の鉄筋継手3を突設し、また、
その周囲はPC型枠4で囲撓してある。一方、この下段
の柱材1に接合する上段の柱材2も同様に下端には接合
用の鉄筋継手5を突設し、また、その周囲をPC型枠4
で囲撓してある。なお、PC型枠4相互は突き合わせで
柱材1,2と同様な外周を構成するようにしたものであ
り、鉄筋継手3や鉄筋継手5のいずれか一方もしくは双
方はこのPC型枠4よりも長めのものとする。
As shown in FIG. 1, a joint reinforcing bar joint 3 corresponding to an end of a reinforcing bar is protruded from an upper end of a lower column member 1.
The periphery thereof is bent by the PC form 4. On the other hand, similarly, the upper column member 2 to be joined to the lower column member 1 also has a joint reinforcing bar 5 projecting from the lower end thereof, and a PC form 4 around the joint.
It is surrounded and bent. In addition, the PC form 4 is configured such that the outer circumferences similar to the pillars 1 and 2 are formed by abutting each other, and one or both of the rebar joint 3 and the rebar joint 5 are more than the PC form 4. It shall be longer.

【0011】図2中、6はコイル状に成形した形状記憶
合金による拘束部材であるが、この拘束部材6の一方の
端から鉄筋継手3を差し入れるようにして、鉄筋継手3
の周囲に拘束部材6をセットする。
In FIG. 2, reference numeral 6 denotes a restraining member made of a shape memory alloy formed in a coil shape. The reinforcing member 3 is inserted from one end of the restraining member 6 so that the reinforcing joint 3 is inserted.
The restraining member 6 is set around.

【0012】このようにして上段の柱材2を建て込むの
に、その鉄筋継手5が鉄筋継手3に突き合うようにすれ
ば、該鉄筋継手5は拘束部材6の他方の端からその内部
に挿入されることになり、この鉄筋継手5の周囲にも拘
束部材6がセットされる。
When the upper column 2 is erected in this manner, if the reinforcing joint 5 is brought into contact with the reinforcing joint 3, the reinforcing joint 5 is inserted from the other end of the restraining member 6 into the inside thereof. As a result, the restraining member 6 is set around the rebar joint 5.

【0013】突き合わされた下段の柱材1と上段の柱材
2はPC型枠4が衝合した内部の空所にコンクリート7
を注入・充填すれば、前記突き合う鉄筋継手3と鉄筋継
手5およびその周囲のコイル状に成形した形状記憶合金
による拘束部材6もコンクリート7中に埋設される。
The butted lower column 1 and upper column 2 are filled with concrete 7 in the inner space where the PC form 4 is abutted.
Is injected and filled, the abutting rebar joint 3 and the rebar joint 5 and the surrounding constraining member 6 made of a shape memory alloy formed into a coil shape are also buried in the concrete 7.

【0014】このコンクリート7の水和反応で温度が上
昇するが、かかる温度変化で形状記憶合金による拘束部
材6は形状を回復し、螺旋の隙間間隔と螺旋径の両方を
縮小し、直接鉄筋継手3,5を締めつける。特に、拘束
部材6はその形状がコイル状であることから、形状回復
温度になるとバネが潰れた形の筒に近い状態となり、面
で鉄筋継手3,5の外周を締めつけるような強い締め付
け力が得られる。
Although the temperature rises due to the hydration reaction of the concrete 7, the restraint member 6 made of the shape memory alloy recovers its shape by such a temperature change, and reduces both the space between the spirals and the spiral diameter. Tighten 3,5. In particular, since the shape of the restraining member 6 is coil-shaped, when the shape recovery temperature is reached, the spring is in a state close to a cylinder in which a spring is crushed, and a strong tightening force that tightens the outer periphery of the rebar joints 3 and 5 on the surface is obtained. can get.

【0015】拘束部材6をなす形状記憶合金について説
明する。形状記憶合金コイルバネは予め鉄筋の外径より
も小さいコイル内径に記憶処理がなされており、40〜
60℃に変態温度(オーステナイト変態終了温度)を持
つ形状記憶合金からなる。形状記憶合金コイルバネは室
温にて鉄筋外径より大きい内径まで拡径され、継ぎ手と
して鉄筋の外側にセットされる。形状記憶合金はNiTi系
合金のほか銅系および鉄系の合金のいづれも使用できる
が、発生応力、回復歪量、耐食性などの点でNiTi系形状
記憶合金が最も優れており、本用途には最適である。
The shape memory alloy forming the restraining member 6 will be described. The shape memory alloy coil spring is stored in advance in the coil inner diameter smaller than the outer diameter of the reinforcing bar,
It is made of a shape memory alloy having a transformation temperature (austenite transformation end temperature) at 60 ° C. The shape memory alloy coil spring is expanded at room temperature to an inner diameter larger than the outer diameter of the reinforcing bar, and is set outside the reinforcing bar as a joint. As the shape memory alloy, any of copper-based and iron-based alloys can be used in addition to the NiTi-based alloy, but the NiTi-based shape memory alloy is the best in terms of the generated stress, recovery strain, corrosion resistance, etc. Optimal.

【0016】前記第1実施例において、鉄筋継手3と鉄
筋継手5とは相互に突き合うものとしたが、これを重ね
合わせる重ね継手としてもよく、また、拘束部材6は2
重螺旋タイプのものとしてもよい。
In the first embodiment, the rebar joint 3 and the rebar joint 5 are opposed to each other. However, the rebar joint 3 may be a lap joint in which the rebar joints are overlapped.
It may be a double spiral type.

【0017】また、柱材1,2が現場造成の場合でも型
枠内に配筋する鉄筋の継手に本発明は利用できるし、P
C型枠4を使用しないで場合もある。
Also, the present invention can be used for a joint of a reinforcing bar arranged in a formwork even when the column members 1 and 2 are formed on site.
In some cases, the C-form 4 is not used.

【0018】図6は本発明の第2実施例を示すもので、
下段の柱材1は接合端面に金属製筒体8をその端部が開
口するように埋設し、その中に鉄筋継手3を突設するよ
うにしておく。
FIG. 6 shows a second embodiment of the present invention.
The lower column member 1 has a metal cylindrical body 8 buried in the joint end face so that the end is open, and the reinforcing steel joint 3 is protruded therein.

【0019】上段の柱材2を建て込む際に、この筒体8
内で鉄筋継手3と上段の柱材2の鉄筋継手5とを衝合し
て、かつ、その周囲にコイル状に成形した形状記憶合金
による拘束部材6を配置し、コンクリート7を充填する
ようにした。
When the upper column 2 is to be built, the cylindrical body 8
A reinforcing member 3 made of a shape memory alloy formed into a coil shape is arranged around the reinforcing joint 3 and the reinforcing joint 5 of the upper column 2 in the inside thereof, and the concrete 7 is filled. did.

【0020】さらに、第3実施例としては図10〜図12に
示すように鉄筋継手3,5を衝合するのに、弾性を持た
せるためのスリット9aを設けたスリーブ9をこれら鉄
筋継手3,5間に配設し、このスリーブ9の外周にコイ
ル状に成形した形状記憶合金による拘束部材6を取り付
けてこれを外側から締めつけつようにしてもよい。
Further, as a third embodiment, as shown in FIGS. 10 to 12, a sleeve 9 provided with a slit 9a for imparting elasticity is used for abutting the rebar joints 3, 5 with each other. , 5 and a constraining member 6 made of a shape memory alloy formed in a coil shape is attached to the outer periphery of the sleeve 9 and tightened from the outside.

【0021】この場合の鉄筋継手3,5はネジふし鉄筋
の端であり、スリーブ9はネジカップラーであることも
ある。
In this case, the rebar joints 3 and 5 are ends of a screw rebar, and the sleeve 9 may be a screw coupler.

【0022】また、前記実施例は柱相互の接合について
説明したが、柱と梁との接合においても同様に利用でき
る。図13、図14、図15で図中10は型枠であり、柱11に梁
12を接合するのに、柱11側の鉄筋継手13と、梁12側の鉄
筋継手14とを突き合わせるか、もしくは重ね継手するか
して、これらの周囲にコイル状に成形した形状記憶合金
による拘束部材6を配置し、図示は省略するが型枠10内
にコンクリートを打設する。
In the above embodiment, the joint between the columns has been described, but the present invention can be similarly applied to the joint between the column and the beam. 13, 14, and 15, reference numeral 10 denotes a formwork, and a beam is attached to the column 11.
To join 12, the reinforced joint 13 on the column 11 and the reinforced joint 14 on the beam 12 are abutted or lap jointed, and a shape memory alloy formed into a coil around them The restraining member 6 is arranged, and concrete is poured into the mold 10 though not shown.

【0023】さらに、図16に示すように型枠をPC型枠
15として打設するコンクリートと一体化で脱型作業を省
略できるようにしてもよい。
Further, as shown in FIG.
It may be possible to omit the demolding work by integrating with the concrete to be cast as 15.

【0024】[0024]

【発明の効果】以上述べたように本発明の形状記憶合金
部材による鉄筋の継手構造は、構造が単純で、しかも、
少ない部材点数で効果的な拘束作用が得られるものであ
る。
As described above, the joint structure of the rebar using the shape memory alloy member of the present invention has a simple structure, and
An effective restraining action can be obtained with a small number of members.

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

【図1】本発明の形状記憶合金部材による鉄筋の継手構
造の第1実施例を示す第1工程の斜視図である。
FIG. 1 is a perspective view of a first step showing a first embodiment of a joint structure for a reinforcing bar using a shape memory alloy member of the present invention.

【図2】本発明の形状記憶合金部材による鉄筋の継手構
造の第1実施例を示す第2工程の斜視図である。
FIG. 2 is a perspective view of a second step showing the first embodiment of the joint structure of the reinforcing steel using the shape memory alloy member of the present invention.

【図3】本発明の形状記憶合金部材による鉄筋の継手構
造の第1実施例を示す第3工程の斜視図である。
FIG. 3 is a perspective view of a third step showing the first embodiment of the joint structure of a reinforcing bar using the shape memory alloy member of the present invention.

【図4】本発明の形状記憶合金部材による鉄筋の継手構
造の第1実施例を示す第4工程の斜視図である。
FIG. 4 is a perspective view of a fourth step showing the first embodiment of the joint structure for a reinforcing bar using the shape memory alloy member of the present invention.

【図5】本発明の形状記憶合金部材による鉄筋の継手構
造の第1実施例を示す第5工程の斜視図である。
FIG. 5 is a perspective view of a fifth step showing the first embodiment of the joint structure for a reinforcing bar using the shape memory alloy member of the present invention.

【図6】本発明の形状記憶合金部材による鉄筋の継手構
造の第2実施例を示す斜視図である。
FIG. 6 is a perspective view showing a second embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【図7】本発明の形状記憶合金部材による鉄筋の継手構
造の第2実施例を示す第1工程の縦断側面図である。
FIG. 7 is a longitudinal sectional side view of a first step showing a second embodiment of the joint structure of a reinforcing bar using the shape memory alloy member of the present invention.

【図8】本発明の形状記憶合金部材による鉄筋の継手構
造の第2実施例を示す第2工程の縦断側面図である。
FIG. 8 is a longitudinal sectional side view of a second step showing a second embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【図9】本発明の形状記憶合金部材による鉄筋の継手構
造の第2実施例を示す第3工程の縦断側面図である。
FIG. 9 is a vertical sectional side view of a third step showing a second embodiment of the joint structure of the reinforcing steel using the shape memory alloy member of the present invention.

【図10】本発明の形状記憶合金部材による鉄筋の継手
構造の第3実施例を示す斜視図である。
FIG. 10 is a perspective view showing a third embodiment of a joint structure for a reinforcing steel bar using the shape memory alloy member of the present invention.

【図11】使用するスリーブの1例を示す斜視図であ
る。
FIG. 11 is a perspective view showing an example of a sleeve to be used.

【図12】使用するスリーブの他例を示す斜視図であ
る。
FIG. 12 is a perspective view showing another example of a sleeve to be used.

【図13】本発明の形状記憶合金部材による鉄筋の継手
構造の第4実施例を示す縦断側面図である。
FIG. 13 is a longitudinal sectional side view showing a fourth embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【図14】本発明の形状記憶合金部材による鉄筋の継手
構造の第5実施例を示す縦断側面図である。
FIG. 14 is a longitudinal sectional side view showing a fifth embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【図15】本発明の形状記憶合金部材による鉄筋の継手
構造の第6実施例を示す縦断側面図である。
FIG. 15 is a longitudinal sectional side view showing a sixth embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【図16】本発明の形状記憶合金部材による鉄筋の継手
構造の第7実施例を示す縦断側面図である。
FIG. 16 is a longitudinal sectional side view showing a seventh embodiment of the joint structure of a reinforcing steel bar using the shape memory alloy member of the present invention.

【符号の説明】[Explanation of symbols]

1,2…柱材 3,5…鉄筋
継手 4…PC型枠 6…形状記憶
合金による拘束部材 7…コンクリート 8…金属製筒
体 9…スリーブ 9a…スリッ
ト 10…型枠 11…柱 12…梁 13,14…鉄筋
継手 15…PC型枠
1,2 ... column material 3,5 ... reinforcement joint 4 ... PC form 6 ... restraint member by shape memory alloy 7 ... concrete 8 ... metal cylinder 9 ... sleeve 9a ... slit 10 ... form 11 ... post 12 ... beam 13, 14… Reinforcing bar joint 15… PC formwork

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コイル状に成形した形状記憶合金による
拘束部材の一方の端から一方の鉄筋継手を挿入し、他方
の端からもう一方の鉄筋継手を挿入し、この形状記憶合
金部材がコンクリートが固まる時の水和熱で締めつけ作
用を行うようにしたことを特徴とする形状記憶合金部材
による鉄筋の継手構造。
1. A rebar joint is inserted from one end of a constraining member made of a shape memory alloy formed into a coil shape, and the other rebar joint is inserted from the other end. A joint structure of a reinforcing bar made of a shape memory alloy member, wherein a tightening action is performed by heat of hydration when it is hardened.
JP1444294A 1994-02-08 1994-02-08 Joint structure of rebar using shape memory alloy members Expired - Lifetime JP2732025B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1444294A JP2732025B2 (en) 1994-02-08 1994-02-08 Joint structure of rebar using shape memory alloy members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1444294A JP2732025B2 (en) 1994-02-08 1994-02-08 Joint structure of rebar using shape memory alloy members

Publications (2)

Publication Number Publication Date
JPH07217077A JPH07217077A (en) 1995-08-15
JP2732025B2 true JP2732025B2 (en) 1998-03-25

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JP (1) JP2732025B2 (en)

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