JPH1068234A - Fixing method for reinforcing material for repairing existing structure - Google Patents

Fixing method for reinforcing material for repairing existing structure

Info

Publication number
JPH1068234A
JPH1068234A JP8226687A JP22668796A JPH1068234A JP H1068234 A JPH1068234 A JP H1068234A JP 8226687 A JP8226687 A JP 8226687A JP 22668796 A JP22668796 A JP 22668796A JP H1068234 A JPH1068234 A JP H1068234A
Authority
JP
Japan
Prior art keywords
reinforcing material
existing structure
anchor plate
mounting bracket
reinforcing member
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
JP8226687A
Other languages
Japanese (ja)
Other versions
JP3266001B2 (en
Inventor
Katsuro Obata
克朗 小畠
Kozo Kimura
耕三 木村
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP22668796A priority Critical patent/JP3266001B2/en
Publication of JPH1068234A publication Critical patent/JPH1068234A/en
Application granted granted Critical
Publication of JP3266001B2 publication Critical patent/JP3266001B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0255Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0262Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off

Abstract

PROBLEM TO BE SOLVED: To improve the fixing effect of a reinforcing material by fastening both end sections of an anchor plate arranged astride the reinforcing material perpendicularly to the tensile force acting direction of the reinforcing material to an existing structure, and crimping the reinforcing material to the existing structure with the anchor plate formed with taper faces at both end sections. SOLUTION: When a floor slab 10 is to be repaired with a reinforcing material 12, the reinforcing material 12 formed with high-strength fibers such as carbon fibers into a sheet shape is bonded to the floor slab 10 so that the fiber direction coincides with the direction of the tensile force T of the floor slab 10. A strip-like anchor plate 14 made of a steel sheet and arranged perpendicularly to the fiber direction is stuck to the reinforcing material 12, and both end sections of the anchor plate 14 are fastened and fixed to the floor slab 10 via anchor bolts 16. Taper faces 18 are formed at both end sections of the upper face of the anchor plate 14 in the acting direction of the tensile force T, the anchor bolts 16 are fastened via taper washers 20, and face pressure is applied to the reinforcing material 12 by the anchor plate 14 to fix it.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、シート状または板
状に加工して形成した炭素繊維等の高強度繊維を用いて
既存構造物を補修するようにした補強材の定着方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for fixing a reinforcing material for repairing an existing structure using high-strength fibers such as carbon fibers formed by processing into a sheet or a plate.

【0002】[0002]

【従来の技術】従来、RC造の建築物では地震等により
柱,梁およびスラブ等の構造部材にひび割れ等の破損が
発生した場合に、この破損部分を補修することになる
が、この補修には炭素繊維等の高強度繊維をシート状に
加工した補強材を用いる方法がある。前記補強材は、前
記破損部分を覆ってエポキシ樹脂等の接着剤で貼付ける
ことにより、既存構造物の補修および補強が行われるこ
とになる。
2. Description of the Related Art Conventionally, when a structural member such as a pillar, a beam or a slab is damaged by an earthquake or the like in a RC building, the damaged portion is repaired. Is a method using a reinforcing material obtained by processing high-strength fiber such as carbon fiber into a sheet. The reinforcing member covers and repairs the existing structure by covering the damaged portion with an adhesive such as an epoxy resin.

【0003】ところが、前記補強材を単に接着剤によっ
て貼付けるのみでは十分な補強効果を得ることが難し
く、既存構造物と補強材とのより強固な定着が必要とな
る。この補強材の定着方法としては、例えば特公平4−
77104号公報(Int.Cl.E04G 23/02 )に開示される
ように梁の補強に用いたもので、材軸方向に沿って重ね
合せた補修用の補強材の両端部を接着し、この補修用の
補強材の中間部分の上に直交するようにして、固定用の
補強材を梁の側面に跨がるように重ね合せて接着するよ
うにした方法がある。
However, it is difficult to obtain a sufficient reinforcing effect by simply attaching the reinforcing material with an adhesive, and a stronger fixing between the existing structure and the reinforcing material is required. As a fixing method of this reinforcing material, for example,
No. 77104 (Int. Cl. E04G 23/02) is used to reinforce a beam. Both ends of a reinforcing material for repair superimposed along a material axis direction are bonded. There is a method in which a reinforcing material for fixing is overlapped and adhered so as to straddle a side surface of a beam so as to be orthogonal to an intermediate portion of the reinforcing material for repair.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
従来の補強材の定着方法にあっては、上述したように既
存構造物に接着した補修用の補強材の上に、固定用の補
強材を梁の側面に跨がるようにして重ね合せて接着した
ので、補修用の補強材は固定用の補強材によって定着さ
れるとしても、この固定用の補強材自体の定着の確保が
難しく、固定用の補強材の定着が弱まると、結果的に補
修用の補強材の定着効果が弱まることになってしまう。
また、前記補修用の補強材が補修面との間で滑りを生ず
るようになると、前記固定用の補強材による定着効果を
ほとんど得ることができなくなってしまう課題があっ
た。
However, in such a conventional fixing method of a reinforcing material, a fixing reinforcing material is mounted on a repair reinforcing material bonded to an existing structure as described above. It is difficult to secure the fixing of the reinforcing material itself even if the reinforcing material for repair is fixed by the reinforcing material for fixing. If the fixing of the reinforcing material is weakened, the fixing effect of the reinforcing material for repair will be weakened as a result.
Further, when the repairing reinforcing material slips between the repairing surface and the repairing surface, there is a problem that the fixing effect of the fixing reinforcing material is hardly obtained.

【0005】そこで、本発明はかかる従来の課題に鑑み
て、補強材の定着効果を十分に得ることができる既存構
造物を補修する補強材の定着方法を提供することを目的
とする。
SUMMARY OF THE INVENTION In view of the foregoing, an object of the present invention is to provide a method of fixing a reinforcing material for repairing an existing structure, which can sufficiently obtain a fixing effect of the reinforcing material.

【0006】[0006]

【課題を解決するための手段】かかる目的を達成するた
めに本発明の請求項1の既存構造物を補修する補強材の
定着方法は、高強度繊維をシート状または板状に加工し
た補強材を、既存構造物の補修部分にこれを覆って接着
するようにした既存構造物を補修する補強材の定着方法
において、既存構造物に接着した前記補強材の引張力作
用方向に対して直角方向に、この補強材を跨いでアンカ
ープレートを配置し、このアンカープレートの両端部を
前記既存構造物に締着手段で締着して、アンカープレー
トで補強材を既存構造物に圧着させる一方、前記締着手
段が挿通されるアンカープレートの両端部にテーパ面を
形成し、このテーパ面に前記締着手段の締着力を作用さ
せることを特徴とする。
In order to achieve the above object, a method of fixing a reinforcing material for repairing an existing structure according to the first aspect of the present invention is directed to a reinforcing material obtained by processing a high-strength fiber into a sheet or a plate. In a fixing method of a reinforcing material for repairing an existing structure, which is bonded to the repaired portion of the existing structure so as to cover and adhere to the repaired portion, a direction perpendicular to the tensile force acting direction of the reinforcing material bonded to the existing structure In the meantime, an anchor plate is disposed across the reinforcing member, and both ends of the anchor plate are fastened to the existing structure by fastening means, and the reinforcing member is pressed against the existing structure with the anchor plate. A tapered surface is formed at both ends of the anchor plate through which the fastening means is inserted, and the fastening force of the fastening means is applied to the tapered surface.

【0007】そして、前記テーパ面は前記補強材の引張
力作用方向に沿って形成することが望ましい。
Preferably, the tapered surface is formed along a direction in which the reinforcing member acts on a tensile force.

【0008】また、本発明の請求項3の既存構造物を補
修する補強材の定着方法は、高強度繊維をシート状また
は板状に加工した補強材を、梁や柱等の既存構造物の補
修部分にこれを覆って接着するようにした既存構造物を
補修する補強材の定着方法において、既存構造物の補修
面に接着した前記補強材の引張力作用方向に対して直角
方向に、この補強材に被せて一対の側面に亘るU字状の
取付ブラケットを配置し、この取付ブラケットの両側面
を既存構造物の両側面に締着手段で締着する一方、取付
ブラケットの両側面の前記締着手段挿通部分に該取付ブ
ラケットを前記補修面へ押付ける方向に徐々に傾斜する
傾斜溝を形成したことを特徴とする。
According to a third aspect of the present invention, there is provided a fixing method of a reinforcing material for repairing an existing structure, wherein the reinforcing material obtained by processing a high-strength fiber into a sheet or a plate is used for fixing an existing structure such as a beam or a column. In a fixing method of a reinforcing material for repairing an existing structure which is covered and adhered to a repair portion, the reinforcing member adhered to a repair surface of the existing structure has a direction perpendicular to a tensile force acting direction of the reinforcing material. A U-shaped mounting bracket extending over a pair of side surfaces is placed over the reinforcing material, and both side surfaces of the mounting bracket are fastened to both side surfaces of the existing structure by fastening means, while the both side surfaces of the mounting bracket are attached to the reinforcing member. An inclined groove which is gradually inclined in a direction in which the mounting bracket is pressed against the repair surface is formed in the fastening means insertion portion.

【0009】そして、前記傾斜溝は前記補強材の引張力
作用方向に沿って形成することが望ましい。
It is preferable that the inclined groove is formed along a direction in which the reinforcing member acts on a tensile force.

【0010】従って、本発明の請求項1および2では補
強材を跨いで配置したアンカープレートの両端部を既存
構造物に締着手段で締着したので、このアンカープレー
トの固定を確実に行うことができることに伴って、この
アンカープレートと既存構造物との間に挟圧される前記
補強材の定着が確実に行われる。また、前記アンカープ
レートには補強材の引張力作用方向に沿ってテーパ面を
形成し、このテーパ面に前記締着手段の締着力を作用さ
せたので、既存構造物の撓み変形等により補強材に引張
力が作用すると、前記アンカープレートは補強材と共に
移動しようとし、このとき前記テーパ面は締着手段との
間で楔作用を発揮して、アンカープレートが補強材を既
存構造物に押付ける方向の力を発生する。このため、前
記引張力によりアンカープレートを介して補強材の面圧
が増大するため、この補強材の定着効果をより高めるこ
とができる。従って、この補強材の定着方法を平面部分
に適用して大きな効果を発揮することができる。
Therefore, according to the first and second aspects of the present invention, since the both ends of the anchor plate disposed over the reinforcing member are fastened to the existing structure by the fastening means, the anchor plate can be securely fixed. As a result, fixing of the reinforcing material sandwiched between the anchor plate and the existing structure is reliably performed. Further, a tapered surface is formed on the anchor plate along the direction of the tensile force acting on the reinforcing member, and the fastening force of the fastening means is applied to the tapered surface. When the tensile force acts on the anchor plate, the anchor plate tends to move together with the reinforcement, and at this time, the tapered surface exerts a wedge action with the fastening means so that the anchor plate presses the reinforcement against the existing structure. Generates directional forces. For this reason, the surface pressure of the reinforcing member increases via the anchor plate due to the tensile force, and the fixing effect of the reinforcing member can be further enhanced. Therefore, a great effect can be exerted by applying the fixing method of the reinforcing material to the flat portion.

【0011】また、本発明の請求項3および4では、補
修面から既存構造物の一対の側面に亘ってU字状の取付
ブラケットを補強材に被せて配置し、この取付ブラケッ
トの両側面を既存構造物の両側面に締着手段で締着した
ので、この取付ブラケットの固定を確実に行うことがで
きることに伴って、この取付ブラケットと既存構造物と
の間に挟圧される前記補強材の定着が確実に行われる。
また、取付ブラケットには前記両側面の前記締着手段挿
通部分に、補強材の引張力作用方向に沿って傾斜溝を形
成したので、補強材に作用する引張力によって、取付ブ
ラケットは前記締着手段に規制されつつ傾斜溝に案内さ
れて補強材を既存構造物に押付ける方向の力が発生する
ため、この取付ブラケットを介して補強材の面圧を増大
してこの補強材の定着効果をより高めることができる。
従って、この補強材の定着方法を梁や柱等の既存構造物
に適用して大きな効果を発揮することができる。
According to the third and fourth aspects of the present invention, a U-shaped mounting bracket is disposed over the reinforcing member from the repair surface to a pair of side surfaces of the existing structure, and both side surfaces of the mounting bracket are disposed. Since the fastening member is fastened to both sides of the existing structure by fastening means, the mounting member can be securely fixed, and the reinforcing member clamped between the mounting bracket and the existing structure Is surely fixed.
In addition, since the mounting bracket has an inclined groove formed in the fastening means insertion portion of the both side surfaces along the direction in which the reinforcing member acts on the mounting member, the mounting bracket can be secured by the tensile force acting on the reinforcing member. Since a force is generated in the direction of pressing the reinforcing member against the existing structure while being guided by the inclined groove while being restricted by the means, the surface pressure of the reinforcing member is increased through this mounting bracket to improve the fixing effect of the reinforcing member. Can be more enhanced.
Therefore, a great effect can be exhibited by applying this reinforcing material fixing method to existing structures such as beams and columns.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施形態を添付図
面を参照して詳細に説明する。図1から図3は本発明の
既存構造物を補修する補強材の定着方法の第1実施形態
を示し、図1は補強材の定着部分の平面図、図2は図1
中のA−A線断面図、図3は補強材の定着部分の作動状
態を示す拡大側面図である。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. 1 to 3 show a first embodiment of a method of fixing a reinforcing material for repairing an existing structure according to the present invention, FIG. 1 is a plan view of a fixing portion of the reinforcing material, and FIG.
FIG. 3 is an enlarged side view showing an operating state of a fixing portion of the reinforcing member.

【0013】本実施形態の定着方法は床スラブ10を補
強材12で補修する場合を示し、この補強材12は従来
と同様に炭素繊維等の高強度繊維をシート状または板状
に加工して形成したものが用いられる。即ち、前記補強
材12は図1,図2に示すように全面を既存構造物とし
ての床スラブ10の上面10aの補修箇所にエポキシ樹
脂等の接着剤によって貼付ける。ここで、前記補強材1
2は図中左右方向に繊維が配向されており、この繊維方
向を前記床スラブ10の材軸方向(引張力Tの作用方
向)に一致させてある。
The fixing method of this embodiment shows a case where the floor slab 10 is repaired with a reinforcing material 12, and the reinforcing material 12 is formed by processing a high-strength fiber such as carbon fiber into a sheet or a plate as in the related art. The formed one is used. That is, as shown in FIGS. 1 and 2, the reinforcing material 12 is attached to the repaired portion of the upper surface 10a of the floor slab 10 as an existing structure with an adhesive such as epoxy resin. Here, the reinforcing material 1
In FIG. 2, fibers are oriented in the left-right direction in the figure, and the fiber direction is made to coincide with the direction of the material axis of the floor slab 10 (the direction in which the tensile force T acts).

【0014】次に、前記補強材12を貼付けた後、この
補強材12の繊維方向に対して直角方向となるように交
差させて、短冊状のアンカープレート14を補強材12
の上側に跨がって配置し、接着剤でアンカープレート1
4と補強材12とを接着一体化するとともに、このアン
カープレート14の両端部を床スラブ10にアンカーボ
ルト16を介して締付け固定する。前記アンカープレー
ト14は鋼板やFRP(繊維補強樹脂)板等で形成され
る。また、前記アンカーボルト16は床スラブ10に植
設される。
Next, after the reinforcing member 12 is attached, it is crossed so as to be perpendicular to the fiber direction of the reinforcing member 12, and the strip-shaped anchor plate 14 is attached to the reinforcing member 12.
And over the anchor plate 1 with adhesive
4 and the reinforcing member 12 are bonded and integrated, and both ends of the anchor plate 14 are fastened and fixed to the floor slab 10 via anchor bolts 16. The anchor plate 14 is formed of a steel plate, an FRP (fiber reinforced resin) plate, or the like. Further, the anchor bolt 16 is implanted in the floor slab 10.

【0015】そして、前記アンカープレート14の上面
には、前記補強材12に引張力Tが作用する方向、つま
り本実施形態では図中右方に行くに従って徐々に薄肉と
なるテーパ面18を形成してある。前記テーパ面18は
少なくとも前記アンカーボルト16が挿通されるアンカ
ープレート14の両端部に形成すればよい。
On the upper surface of the anchor plate 14, there is formed a tapered surface 18 which gradually becomes thinner in a direction in which the tensile force T acts on the reinforcing member 12, that is, in the present embodiment, rightward in the drawing. It is. The tapered surface 18 may be formed at least at both ends of the anchor plate 14 through which the anchor bolt 16 is inserted.

【0016】前記アンカーボルト16は床スラブ10に
植設されており、アンカーボルト16が床スラブ10か
ら突出される部分に、前記アンカープレート14の取付
穴14aを挿通した後、前記テーパ面18に沿ったテー
パ面が下面に形成されたテーパワッシャ20をアンカー
ボルト16に挿通し、更にその上からアンカーボルト1
6にナット22を螺合する。そして、前記ナット22を
アンカーボルト16に締付けることにより、この締付け
力Fはテーパワッシャ20を介してアンカープレート1
4に作用し、このアンカープレート14で前記補強材1
2に面圧を付与してこの補強材12を定着するようにな
っている。前記アンカープレート14の取付穴14aは
アンカーボルト16より大径または長穴として、アンカ
ープレート14がアンカーボルト16に対して補強材1
2に引張力Tが作用する方向へ若干の相対移動が可能と
なっている。
The anchor bolts 16 are implanted in the floor slab 10. After the anchor bolts 16 are inserted through the mounting holes 14a of the anchor plate 14 into the portions protruding from the floor slab 10, the anchor bolts 16 A taper washer 20 having a tapered surface formed on the lower surface is inserted through the anchor bolt 16 and the anchor bolt 1
The nut 22 is screwed into 6. By tightening the nut 22 to the anchor bolt 16, the tightening force F is applied to the anchor plate 1 via the taper washer 20.
4 and the anchor plate 14 serves to
2, the reinforcing material 12 is fixed by applying a surface pressure. The mounting hole 14a of the anchor plate 14 has a larger diameter or a longer hole than the anchor bolt 16, and the anchor plate 14
2 can be slightly moved in the direction in which the tensile force T acts.

【0017】以上説明したように本実施形態の補強材1
2の定着方法にあっては、床スラブ10の補修部分に貼
付けた補強材12は、両端部をアンカーボルト16にナ
ット22締めしたアンカープレート14によって圧着さ
れるようになっている。従って、前記アンカープレート
14は両端部が前記アンカーボルト16,ナット22を
介して確実に床スラブ10に固定されることによって、
このアンカープレート14と床スラブ10との間に挟圧
される前記補強材12の定着を確実に行うことができ
る。
As described above, the reinforcing member 1 of the present embodiment
In the fixing method 2, the reinforcing material 12 attached to the repaired portion of the floor slab 10 is crimped by an anchor plate 14 in which both ends are fastened to an anchor bolt 16 with a nut 22. Therefore, both ends of the anchor plate 14 are securely fixed to the floor slab 10 via the anchor bolts 16 and the nuts 22.
The fixing of the reinforcing material 12 sandwiched between the anchor plate 14 and the floor slab 10 can be reliably performed.

【0018】また、前記アンカープレート14の上面に
は、補強材12に引張力Tが作用する方向に行くに従っ
て徐々に薄肉となるテーパ面18を形成し、このテーパ
面18にナット22によって締付けられるテーパワッシ
ャ20が圧接しているので、床スラブ10の撓み変形等
により補強材12に引張力Tが作用すると、図3に示し
たように前記アンカープレート18は補強材12と共に
移動しようとする。このとき前記テーパ面18はテーパ
ワッシャ22との間で楔作用を発揮して、アンカープレ
ート14には補強材12を床スラブ10に押付ける方向
の力Pを発生する。従って、前記引張力Tによって補強
材12の面圧Pが前記ナット22で締め付けた状態より
更に増大するため、この補強材12の定着効果をより高
めることができる。
On the upper surface of the anchor plate 14, there is formed a tapered surface 18 which gradually becomes thinner in the direction in which the tensile force T acts on the reinforcing member 12, and is tightened to the tapered surface 18 by a nut 22. Since the taper washer 20 is pressed, when the tensile force T acts on the reinforcing member 12 due to the bending deformation of the floor slab 10 or the like, the anchor plate 18 tends to move together with the reinforcing member 12 as shown in FIG. At this time, the tapered surface 18 exerts a wedge action between the tapered washer 22 and the anchor plate 14 to generate a force P in the direction of pressing the reinforcing member 12 against the floor slab 10. Accordingly, the surface pressure P of the reinforcing member 12 is further increased by the tensile force T as compared with a state in which the reinforcing member 12 is tightened by the nut 22, so that the fixing effect of the reinforcing member 12 can be further enhanced.

【0019】この実施形態では床スラブ10を補修する
場合を例にとって示したが、これに限ることなく補修面
が平坦となる既存構築物、例えば壁等にも適用すること
ができる。
In this embodiment, the case where the floor slab 10 is repaired is shown as an example. However, the present invention is not limited to this, and the present invention can be applied to an existing structure having a flat repair surface, such as a wall.

【0020】図4,図5,図6は本発明の第2実施形態
を示し、前記第1実施形態と同一構成部分に同一符号を
付して重複する説明を省略して述べる。図4は補強材の
定着部分の側面図、図5は図4中のB−B線断面図、図
6は補強材の定着部分の作動状態を示す拡大側面図であ
る。
FIGS. 4, 5, and 6 show a second embodiment of the present invention, in which the same components as those in the first embodiment are denoted by the same reference numerals, and redundant description will be omitted. 4 is a side view of a fixing portion of the reinforcing material, FIG. 5 is a sectional view taken along line BB in FIG. 4, and FIG. 6 is an enlarged side view showing an operation state of the fixing portion of the reinforcing material.

【0021】即ち、この実施形態の定着方法は既存構造
物としての梁30を補強材12で補修する場合を示し、
この梁30の下面30aを補修面として補強材12を貼
付ける。補強材12は繊維方向が梁30の材軸方向(図
4中左右方向)となるように配置される。そして、梁3
0の下面30aから両側面30b,30cに沿ってU字
状に折曲された取付ブラケット32を補強材12に被
せ、接着剤で取付ブラケット32と補強材12とを接着
一体化するとともに、この取付ブラケット32の両側面
32a,32bを前記両側壁30b,30cに植設した
アンカーボルト34に挿通してナット36を介して締付
け固定する。
That is, the fixing method of this embodiment shows a case where the beam 30 as an existing structure is repaired with the reinforcing material 12.
The reinforcing material 12 is attached with the lower surface 30a of the beam 30 as a repair surface. The reinforcing member 12 is arranged so that the fiber direction is the axial direction of the beam 30 (the left-right direction in FIG. 4). And beam 3
The mounting bracket 32 bent in a U-shape along the side surfaces 30b and 30c from the lower surface 30a of the zero is put on the reinforcing member 12, and the mounting bracket 32 and the reinforcing member 12 are bonded and integrated with an adhesive. Both side surfaces 32a and 32b of the mounting bracket 32 are inserted into anchor bolts 34 planted on the side walls 30b and 30c, and are tightened and fixed via nuts 36.

【0022】前記取付ブラケット32がアンカーボルト
34に挿通される部分には、補強材12に引張力Tが作
用する方向に行くに従って取付ブラケット32を前記下
面30aへ押付ける方向に徐々に傾斜溝38を形成し、
この傾斜溝38に挿通した前記アンカーボルト34に前
記ナット36を螺合して締付ける。前記傾斜溝38の一
端部には前記両側面32a,32bの端縁に開放される
立上げ溝38aを連続して形成し、取付ブラケット32
の取付け時に、アンカーボルト34をこの立上げ溝38
aから挿通して前記傾斜溝38に位置させるようになっ
ている。
At the portion where the mounting bracket 32 is inserted into the anchor bolt 34, the inclined groove 38 is gradually formed in a direction in which the mounting bracket 32 is pressed against the lower surface 30a as the tensile force T acts on the reinforcing member 12. To form
The nut 36 is screwed and fastened to the anchor bolt 34 inserted into the inclined groove 38. At one end of the inclined groove 38, a rising groove 38a is formed continuously at the edges of the side surfaces 32a, 32b.
At the time of mounting, the anchor bolt 34 is connected to the rising groove 38.
a to be positioned in the inclined groove 38.

【0023】従って、この実施形態における補強材12
の定着方法にあっては、取付ブラケット32の両側面3
2a,32bに形成した立上げ溝38aからアンカーボ
ルト34を挿入しつつ、この取付ブラケット32を梁3
0の下面30aに貼付けた補強材12に被せて、アンカ
ーボルト34を傾斜溝38の一端部に位置させる。そし
て、取付ブラケット32を補強材12に作用する引張力
Tの方向に移動させることにより、前記アンカーボルト
34に沿って移動する傾斜溝38に案内されて取付ブラ
ケット32は押込まれて補強材12に力Fをもって圧接
される。この状態で取付ブラケット32の両側面32
a,32bを、梁30の両側壁30b,30cにナット
36を介して締付け固定する。
Therefore, the reinforcing member 12 in this embodiment is
In the fixing method of (1), both side surfaces 3 of the mounting bracket 32
While the anchor bolt 34 is inserted from the rising groove 38a formed in each of the mounting brackets 32a and 32b,
The anchor bolt 34 is positioned at one end of the inclined groove 38 so as to cover the reinforcing member 12 attached to the lower surface 30a of the “0”. By moving the mounting bracket 32 in the direction of the tensile force T acting on the reinforcing member 12, the mounting bracket 32 is guided by the inclined groove 38 that moves along the anchor bolt 34, and is pushed into the reinforcing member 12. It is pressed with force F. In this state, both side surfaces 32 of the mounting bracket 32
a, 32b are fastened and fixed to both side walls 30b, 30c of the beam 30 via nuts 36.

【0024】従って、前記取付ブラケット32はアンカ
ーボルト34を介して梁30に確実に固定されることに
伴って、この取付ブラケット32と梁30との間に挟圧
される前記補強材12の定着を確実に行うことができ
る。
Accordingly, as the mounting bracket 32 is securely fixed to the beam 30 via the anchor bolt 34, the reinforcing member 12 clamped between the mounting bracket 32 and the beam 30 is fixed. Can be performed reliably.

【0025】また、前記取付ブラケット32の両側面3
2a,32bに形成した傾斜溝38は、補強材12に引
張力Tが作用する方向に行くに従って取付ブラケット3
2を梁30の下面30aへ押付ける方向に徐々に傾斜さ
せたので、補強材12に引張力Tが作用した場合に、取
付ブラケット32は傾斜溝38がアンカーボルト34に
案内されて補強材12を梁30に押付ける方向の力Pが
発生する。このため、前記取付ブラケット32で補強材
12を押圧する面圧Pを増大することができ、この補強
材12の定着効果をより高めることができる。
Also, both side surfaces 3 of the mounting bracket 32
The inclined grooves 38 formed in the mounting brackets 3a and 32b are attached to the mounting bracket 3 in the direction in which the tensile force T acts on the reinforcing member 12.
2 is gradually inclined in the direction of pressing the lower surface 30 a of the beam 30, so that when the tensile force T acts on the reinforcing member 12, the mounting bracket 32 is guided by the inclined groove 38 by the anchor bolt 34 and the reinforcing member 12 Is generated in the direction of pressing the beam 30 against the beam 30. Therefore, the surface pressure P of pressing the reinforcing member 12 by the mounting bracket 32 can be increased, and the fixing effect of the reinforcing member 12 can be further enhanced.

【0026】この実施形態では梁30を補修する場合を
例にとって示したが、これに限ることなく補修面の両側
に側面を有する既存構築物、例えば柱等に適用すること
ができる。
In this embodiment, the case of repairing the beam 30 has been described as an example. However, the present invention is not limited to this, and can be applied to an existing structure having side surfaces on both sides of the repair surface, for example, a pillar or the like.

【0027】また、上記いずれの実施形態にあっても、
締着手段としてアンカーボルト16,34を例示した
が、締着手段としてはこれに限らず、ホールインアンカ
ーやビョウ等の同様の機能を有する慣用手段を採用する
ことができる。
In any of the above embodiments,
Although the anchoring bolts 16 and 34 have been exemplified as the fastening means, the fastening means is not limited to this, and a conventional means having a similar function, such as a hole-in anchor or a butterfly, may be employed.

【0028】[0028]

【発明の効果】以上説明したように本発明の請求項1お
よび2に示す既存構造物を補修する補強材の定着方法に
あっては、既存構造物の補修面に接着した補強材を跨い
で配置したアンカープレートの両端部を、この既存構造
物に締着手段で締着したので、このアンカープレートの
固定を確実に行うことができることに伴って、このアン
カープレートと既存構造物との間に挟圧される前記補強
材の定着を確実に行うことができる。
As described above, in the fixing method of a reinforcing material for repairing an existing structure according to claims 1 and 2 of the present invention, the reinforcing material adhered to the repair surface of the existing structure is straddled. Both ends of the arranged anchor plate are fastened to the existing structure by fastening means, so that the anchor plate can be securely fixed, and between the anchor plate and the existing structure. The fixing of the reinforcing material to be pinched can be reliably performed.

【0029】また、前記アンカープレートには補強材の
引張力作用方向に沿ってテーパ面を形成し、このテーパ
面に前記締着手段の締着力を作用させたので、補強材に
作用する引張力によってテーパ面が楔作用を発揮して、
アンカープレートに発生する補強材の押付け力により、
補強材の面圧を増大して定着力をより高めることができ
る。
Further, a taper surface is formed on the anchor plate along the direction of the tensile force acting on the reinforcing member, and the fastening force of the fastening means is applied to the tapered surface. The tapered surface exerts a wedge action,
Due to the pressing force of the reinforcing material generated on the anchor plate,
The fixing force can be further increased by increasing the surface pressure of the reinforcing material.

【0030】また、本発明の請求項3および4に示す既
存構造物を補修する補強材の定着方法にあっては、補修
面から既存構造物の一対の側面に亘ってU字状の取付ブ
ラケットを補強材に被せて配置し、この取付ブラケット
の両側面を既存構造物の両側面に締着手段で締着したの
で、この取付ブラケットの固定を確実に行うことができ
ることに伴って、この取付ブラケットと既存構造物との
間に挟圧される前記補強材の定着を確実に行うことがで
きる。また、取付ブラケットには前記両側面の前記締着
手段挿通部分に、補強材の引張力作用方向に沿って傾斜
溝を形成したので、補強材に作用する引張力によって、
取付ブラケットは前記締着手段に規制されつつ傾斜溝に
案内されて補強材を既存構造物に押付ける方向の力を発
生して補強材の面圧を増大し、この補強材の定着力をよ
り高めることができるという各種優れた効果を奏する。
According to a third aspect of the present invention, there is provided a fixing method of a reinforcing material for repairing an existing structure, wherein the U-shaped mounting bracket extends from the repair surface to a pair of side surfaces of the existing structure. Is placed over the reinforcing material, and both sides of the mounting bracket are fastened to both sides of the existing structure by fastening means, so that the mounting bracket can be securely fixed. The fixing of the reinforcing material sandwiched between the bracket and the existing structure can be reliably performed. Also, since the mounting bracket has an inclined groove formed in the fastening means insertion portion on the both side surfaces along the direction of action of the tensile force of the reinforcing material, by the tensile force acting on the reinforcing material,
The mounting bracket is guided by the inclined groove while being regulated by the fastening means, and generates a force in the direction of pressing the reinforcing material against the existing structure, thereby increasing the surface pressure of the reinforcing material, and further increasing the fixing force of the reinforcing material. It has various excellent effects that it can be enhanced.

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

【図1】本発明の第1実施形態を示す補強材の定着部分
の平面図である。
FIG. 1 is a plan view of a fixing portion of a reinforcing member according to a first embodiment of the present invention.

【図2】図1中のA−A線断面図である。FIG. 2 is a sectional view taken along line AA in FIG.

【図3】本発明の第1実施形態を示す補強材の定着部分
の作動状態の拡大側面図である。
FIG. 3 is an enlarged side view of an operation state of a fixing portion of a reinforcing member according to the first embodiment of the present invention.

【図4】本発明の第2実施形態を示す補強材の定着部分
の側面図である。
FIG. 4 is a side view of a fixing portion of a reinforcing member according to a second embodiment of the present invention.

【図5】図4中のB−B線断面図である。FIG. 5 is a sectional view taken along line BB in FIG. 4;

【図6】本発明の第2実施形態を示す補強材の定着部分
の作動状態の拡大側面図である。
FIG. 6 is an enlarged side view of an operation state of a fixing portion of a reinforcing member according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 床スラブ 12 補強材 14 アンカープレート 16 アンカーボルト 18 テーパ面 20 テーパワッシャ 30 梁 30b,30c 側壁 32 取付ブラケット 32a,32b 側面 34 アンカーボルト 38 傾斜溝 DESCRIPTION OF SYMBOLS 10 Floor slab 12 Reinforcement material 14 Anchor plate 16 Anchor bolt 18 Taper surface 20 Taper washer 30 Beam 30b, 30c Side wall 32 Mounting bracket 32a, 32b Side surface 34 Anchor bolt 38 Inclined groove

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 高強度繊維をシート状または板状に加工
した補強材を、既存構造物の補修部分にこれを覆って接
着するようにした既存構造物を補修する補強材の定着方
法において、既存構造物に接着した前記補強材の引張力
作用方向に対して直角方向に、この補強材を跨いでアン
カープレートを配置し、このアンカープレートの両端部
を前記既存構造物に締着手段で締着して、アンカープレ
ートで補強材を既存構造物に圧着させる一方、前記締着
手段が挿通されるアンカープレートの両端部にテーパ面
を形成し、このテーパ面に前記締着手段の締着力を作用
させることを特徴とする既存構造物を補修する補強材の
定着方法。
1. A fixing method of a reinforcing material for repairing an existing structure in which a reinforcing material obtained by processing a high-strength fiber into a sheet shape or a plate shape is covered and bonded to a repair portion of the existing structure, An anchor plate is disposed across the reinforcement in a direction perpendicular to the direction of the tensile force of the reinforcement bonded to the existing structure, and both ends of the anchor plate are fastened to the existing structure by fastening means. While the reinforcing member is pressed against the existing structure with the anchor plate, tapered surfaces are formed at both ends of the anchor plate through which the fastening unit is inserted, and the fastening force of the fastening unit is applied to the tapered surface. A method of fixing a reinforcing material for repairing an existing structure, which is characterized in that it works.
【請求項2】 前記テーパ面が、前記補強材の引張力作
用方向に沿って形成されていることを特徴とする請求項
1に記載の既存構造物を補修する補強材の定着方法。
2. The fixing method of a reinforcing material for repairing an existing structure according to claim 1, wherein the tapered surface is formed along a direction in which a tensile force acts on the reinforcing material.
【請求項3】 高強度繊維をシート状または板状に加工
した補強材を、梁や柱等の既存構造物の補修部分にこれ
を覆って接着するようにした既存構造物を補修する補強
材の定着方法において、既存構造物の補修面に接着した
前記補強材の引張力作用方向に対して直角方向に、この
補強材に被せて一対の側面に亘るU字状の取付ブラケッ
トを配置し、この取付ブラケットの両側面を既存構造物
の両側面に締着手段で締着する一方、取付ブラケットの
両側面の前記締着手段挿通部分に該取付ブラケットを前
記補修面へ押付ける方向に徐々に傾斜する傾斜溝を形成
したことを特徴とする既存構造物を補修する補強材の定
着方法。
3. A reinforcing material for repairing an existing structure in which a reinforcing material obtained by processing high-strength fiber into a sheet or plate shape is bonded to a repaired portion of an existing structure such as a beam or a column so as to cover and repair the existing structure. In the fixing method, a U-shaped mounting bracket extending over a pair of side surfaces is disposed over the reinforcing member in a direction perpendicular to a tensile force acting direction of the reinforcing member adhered to the repair surface of the existing structure, While both sides of the mounting bracket are fastened to both sides of the existing structure by fastening means, the mounting bracket is gradually pressed in the direction in which the mounting bracket is pressed against the repair surface on the fastening means insertion portions of both sides of the mounting bracket. A method for fixing a reinforcing material for repairing an existing structure, characterized by forming an inclined groove.
【請求項4】 前記傾斜溝が、前記補強材の引張力作用
方向に沿って形成されていることを特徴とする請求項3
に記載の既存構造物を補修する補強材の定着方法。
4. The apparatus according to claim 3, wherein the inclined groove is formed along a direction in which the reinforcing member acts on a tensile force.
The fixing method of a reinforcing material for repairing an existing structure according to the item (1).
JP22668796A 1996-08-28 1996-08-28 Fixing method of reinforcing material to repair existing structures Expired - Fee Related JP3266001B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22668796A JP3266001B2 (en) 1996-08-28 1996-08-28 Fixing method of reinforcing material to repair existing structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22668796A JP3266001B2 (en) 1996-08-28 1996-08-28 Fixing method of reinforcing material to repair existing structures

Publications (2)

Publication Number Publication Date
JPH1068234A true JPH1068234A (en) 1998-03-10
JP3266001B2 JP3266001B2 (en) 2002-03-18

Family

ID=16849089

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22668796A Expired - Fee Related JP3266001B2 (en) 1996-08-28 1996-08-28 Fixing method of reinforcing material to repair existing structures

Country Status (1)

Country Link
JP (1) JP3266001B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002097746A (en) * 2000-09-21 2002-04-05 Dps Bridge Works Co Ltd Frp reinforced materials with anchorage device
WO2005026471A1 (en) * 2003-09-09 2005-03-24 Leonhardt, Andrä und Partner Beratende Ingenieure VBI GmbH Anchoring for strip-shaped traction elements on supporting structures

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002097746A (en) * 2000-09-21 2002-04-05 Dps Bridge Works Co Ltd Frp reinforced materials with anchorage device
WO2005026471A1 (en) * 2003-09-09 2005-03-24 Leonhardt, Andrä und Partner Beratende Ingenieure VBI GmbH Anchoring for strip-shaped traction elements on supporting structures
JP2007505236A (en) * 2003-09-09 2007-03-08 レオンハルト・アンドレー・ウント・パルトナー・ベラーテンデ・インジェニエーレ・ファウベーイー・ゲゼルシャフト・ミト・ベシュレンクテル・ハフツング Fastening device for belt-shaped tension elements along the support structure

Also Published As

Publication number Publication date
JP3266001B2 (en) 2002-03-18

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