JPH09184242A - Reinforcing plate structure of building - Google Patents

Reinforcing plate structure of building

Info

Publication number
JPH09184242A
JPH09184242A JP34425095A JP34425095A JPH09184242A JP H09184242 A JPH09184242 A JP H09184242A JP 34425095 A JP34425095 A JP 34425095A JP 34425095 A JP34425095 A JP 34425095A JP H09184242 A JPH09184242 A JP H09184242A
Authority
JP
Japan
Prior art keywords
reinforcing plate
joint member
joint
reinforcing
angle
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
JP34425095A
Other languages
Japanese (ja)
Other versions
JP3503096B2 (en
Inventor
Mutsuo Kubo
睦男 久保
Naoyuki Sugibashi
直行 杉橋
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP34425095A priority Critical patent/JP3503096B2/en
Publication of JPH09184242A publication Critical patent/JPH09184242A/en
Application granted granted Critical
Publication of JP3503096B2 publication Critical patent/JP3503096B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a structure of good quality which can make easy fixing works and allows execution of works in a short time at a low cost. SOLUTION: A plurality of reinforcing plates 2, 2 are adjoiningly installed on a structure concerned in such a way as enclosing and coupled together, and a hardening filler is injected into the gaps between the structure and reinforcing plates 2, 2 so that they are fastened in reinforcement. Each reinforcing plate 2 is furnished with joint members 4, 5 to generate coupling in the overlapped condition, and projections and recesses 4a, 4b, 5a, 5b to engage one another are formed on/in the mating surfaces of these joint members 4, 5, wherein the angle α to the reference surface P formed by the engaging surface to generate engagement when adjoining reinforcing plates 2 are pulled toward the base ends 11 and foremost extremities 12 of the joint member 4, 5 should meet the condition 90 deg.>α>=45 deg.. Also α>=β should be met, where β represents the angle to the reference surface P formed by the engaging surface opposing to the above-mentioned engaging surface, and the thicknesses of the joint members 4, 5 should be constant substantially from their base ends toward the foremost.

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、構造物の表面に、
複数の補強板を隣接配置して覆うとともに互いに固定し
て構造物の補強をなす、構造物の補強板構造に関するも
のである。
TECHNICAL FIELD The present invention relates to the surface of a structure,
The present invention relates to a reinforcing plate structure for a structure, in which a plurality of reinforcing plates are arranged adjacent to each other, covered, and fixed to each other to reinforce the structure.

【0002】[0002]

【従来の技術】従来より知られているように、例えば、
高層建築物に適用される鉄筋コンクリート等の構造物
は、主筋や帯筋を配した鉄筋コンクリート製の柱および
梁等から構成されたもので、耐震性に優れているもので
あるが、近年、さらに高耐震構造とすべく、上記鉄筋コ
ンクリート製の構造物に対して種々の補強方法が提案さ
れ採用されている。
As is known in the art, for example,
Structures such as reinforced concrete applied to high-rise buildings are composed of columns and beams made of reinforced concrete with main bars and stirrups, and have excellent earthquake resistance. Various reinforcement methods have been proposed and adopted for the above-mentioned structures made of reinforced concrete in order to provide an earthquake-resistant structure.

【0003】特に、柱等の鉄筋コンクリート構造物に対
しては、その周囲に複数の補強板を巻き、溶接等によっ
てこれらを連結するとともに、さらに該補強板と前記構
造物との間隙にエポキシ樹脂やモルタル等を充填して強
度を高める補強方法が採られている。この補強方法は、
柱等に加わる圧縮等の負荷による径方向への膨出力に対
して特に有効であり、また既設の構造物にも適用できる
利点がある。
In particular, for a reinforced concrete structure such as a pillar, a plurality of reinforcing plates are wound around the structure and connected by welding or the like, and epoxy resin or a resin is further provided in the gap between the reinforcing plate and the structure. A reinforcing method is adopted to increase the strength by filling mortar or the like. This reinforcement method is
It is particularly effective against radial expansion due to a load such as compression applied to a column or the like, and has an advantage that it can be applied to an existing structure.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述し
た構造物の補強方法には、以下のような課題が残されて
いる。すなわち、複数の補強板を互いに連結するために
溶接作業を必要とし、該溶接作業には、施工規模によっ
て多数の熟練した溶接工等を確保する必要があり、また
これに伴い多額の工費が必要になる。また、溶接により
各補強板を連結する方法では、各補強板の品質、特に強
度にばらつきが生じ易いとともに、作業に時間がかかる
という問題点があった。
However, the following problems remain in the method of reinforcing a structure described above. That is, welding work is required to connect a plurality of reinforcing plates to each other, and it is necessary to secure a large number of skilled welders depending on the construction scale, and a large amount of work cost is required accordingly. become. Further, in the method of connecting the reinforcing plates by welding, there is a problem that the quality, particularly the strength, of the reinforcing plates tends to vary, and the work takes time.

【0005】本発明は、上記課題に鑑みてなされたもの
であって、容易に固定作業を行うことができ、しかも低
コストかつ短時間で施工することができる、品質の良い
構造物の補強板構造を提供することを目的とする。
The present invention has been made in view of the above-mentioned problems, and is a reinforcing plate of a good quality structure which can be easily fixed and can be constructed at low cost and in a short time. It is intended to provide a structure.

【0006】[0006]

【課題を解決するための手段】本発明は、上記課題を解
決するために、次のような構造物の補強板構造を採用し
た。すなわち、請求項1記載の構造物の補強板構造は、
構造物の表面に、複数の補強板を隣接配置して覆うとと
もに互いに連結し、該構造物と補強板との間の空隙に硬
化性充填剤を注入することにより構造物と補強板とを固
着して補強をなす構造物の補強板構造であり、隣接する
補強板には、その側部を互いに重ね合せ状態で連結する
継手部材がそれぞれ形成され、これらの継手部材は互い
に螺子止めによって連結されるとともに、これらの継手
部材の重ね合わせ面には互いに係合し補強板の隣接方向
への移動を拘束する凹凸部がそれぞれ形成され、該凹部
および凸部の接合面のうちの、隣接する各補強板を前記
継手部材の基端・先端間方向に引張させたときに係合す
る各係合面と、前記側部の板面に平行な基準面とのなす
角度αは、90゜>α≧45゜とされ、かつ、前記係合
面と対向する各係合面と、前記基準面とのなす角度β
は、α≧βとされ、さらに、前記各継手部材は、基端か
ら先端に向けてその厚み寸法が略一定となるように形成
されているものである。
In order to solve the above-mentioned problems, the present invention adopts the following reinforcing plate structure for structures. That is, the reinforcing plate structure of the structure according to claim 1,
A plurality of reinforcing plates are arranged adjacent to each other on the surface of the structure to cover them, and they are connected to each other, and the curable filler is injected into the gap between the structure and the reinforcing plate to fix the structure and the reinforcing plate. In the reinforcing plate structure of a structure that reinforces each other, joint members that connect the side portions of the adjacent reinforcing plates in a state of being overlapped with each other are respectively formed, and these joint members are connected to each other by screwing. In addition, concave and convex portions that engage with each other and restrain the movement of the reinforcing plate in the adjoining direction are formed on the overlapping surfaces of these joint members, respectively. The angle α formed by each engagement surface that engages when the reinforcing plate is pulled in the direction between the base end and the tip of the joint member and the reference surface parallel to the plate surface of the side portion is 90 °> α. Engagement that is ≧ 45 ° and that opposes the engagement surface Angle β between the surface and the reference surface
Is α ≧ β, and further, each of the joint members is formed so that the thickness dimension thereof becomes substantially constant from the base end to the tip.

【0007】前記補強板は、鋼板、ステンレススチール
板、ジュラルミン板、アルミニウム板、ガラス繊維等を
補強材とした繊維強化プラスチック(FRP)等からな
るもので、しかも、溶接、接着、溶着、圧着等により接
続可能な板材が好適に用いられる。
The reinforcing plate is made of a steel plate, a stainless steel plate, a duralumin plate, an aluminum plate, a fiber reinforced plastic (FRP) having glass fiber as a reinforcing material, and is welded, bonded, welded, crimped, etc. A plate material that can be connected is preferably used.

【0008】この構造物の補強板構造では、隣接する各
補強板を前記継手部材の基端・先端間方向に引張させた
ときに係合する各係合面と、前記側部の板面に平行な基
準面とのなす角度αを90゜>α≧45゜とし、かつ、
前記係合面と対向する各係合面と、前記基準面とのなす
角度βをα≧βとしたことにより、隣接する各補強板を
隣接する方向、すなわち互いに固定された補強板を互い
に引き離す方向に引っ張り力が働く際の各継手部材の係
合面同士の係合が強固となり、継手部材同士の接合強度
が向上する。これにより、構造物の補強がより強固なも
のとなる。 さらに、前記各継手部材を、基端から先端
に向けてその厚み寸法が略一定となるように形成したこ
とにより、継手部材の製作費用が安価となることに加え
て、これらの継手部材同士の重ね合せ及び螺子止めの際
の位置決めが容易になる。
In the reinforcing plate structure of this structure, the adjacent reinforcing plates are engaged with each other when the adjacent reinforcing plates are pulled in the direction between the base end and the distal end of the joint member, and the plate surface of the side portion. The angle α with the parallel reference plane is 90 °> α ≧ 45 °, and
By setting the angle β formed by the engaging surface facing the engaging surface and the reference surface to be α ≧ β, the adjacent reinforcing plates are separated from each other in the adjacent direction, that is, the mutually fixed reinforcing plates are separated from each other. When the tensile force acts in the direction, the engagement surfaces of the joint members are firmly engaged with each other, and the joint strength between the joint members is improved. As a result, the reinforcement of the structure becomes stronger. Furthermore, by forming each of the joint members such that the thickness dimension thereof is substantially constant from the base end to the tip, the manufacturing cost of the joint members is low, and in addition, Positioning at the time of stacking and screwing becomes easy.

【0009】請求項2記載の構造物の補強板構造は、請
求項1記載の構造物の補強板構造において、前記各継手
部材の厚み方向には、前記構造物側の継手部材に一方の
貫通孔が、外側の継手部材に他方の貫通孔が、これら各
貫通孔が互いに連通するように形成され、これら各貫通
孔内に前記構造物側の継手部材からボルトが挿通され、
前記外側の継手部材外面に突出する該ボルトの先端にナ
ットが緊締され、前記他方の貫通孔は、前記継手部材の
基端・先端間方向に長い長孔とされているものである。
According to a second aspect of the present invention, there is provided a reinforcing plate structure for a structure according to the first aspect, wherein one of the joint members on the side of the structure penetrates in the thickness direction of each joint member. The hole, the other through hole in the outer joint member, the through holes are formed so as to communicate with each other, bolts are inserted from the joint member on the structure side in each of the through holes,
A nut is tightened on the tip of the bolt protruding to the outer surface of the outer joint member, and the other through hole is a long hole extending in the direction between the base end and the tip of the joint member.

【0010】この構造物の補強板構造では、前記他方の
貫通孔を、前記継手部材の基端・先端間方向に長い長孔
とし、これら継手部材の重ね合わせ面同士を仮に合わせ
た状態でボルト・ナットを仮締めし、この仮締めの状態
でこれら継手部材同士を係合させることにより、これら
継手部材同士の係合が容易になる。
In the reinforcing plate structure of this structure, the other through hole is a long hole extending in the direction between the base end and the tip of the joint member, and the bolts are tentatively aligned with the overlapping surfaces of the joint members. -Tightening the nut temporarily and engaging these joint members with each other in this temporarily tightened state facilitates the engagement of these joint members.

【0011】請求項3記載の構造物の補強板構造は、請
求項1または2記載の構造物の補強板構造において、前
記各係合面と対向する前記各係合面が、該各係合面を係
合させるときのガイド面を構成するよう、前記角度βが
前記角度αと略等しく設定されているものである。
A reinforcing plate structure for a structure according to a third aspect is the reinforcing plate structure for a structure according to the first or second aspect, wherein each of the engagement surfaces facing the respective engagement surface has the respective engagement surface. The angle β is set to be substantially equal to the angle α so as to form a guide surface for engaging the surfaces.

【0012】この構造物の補強板構造では、前記各係合
面と対向する前記各係合面が、該各係合面を係合させる
ときのガイド面を構成するよう、前記角度βが前記角度
αと略等しく設定されていることにより、一方の継手部
材の凸部は前記ガイド面により案内されて速やかに他方
の継手部材の凹部に進入し係合する。これにより、継手
部材同士の係合をより容易かつ速やかに行うことが可能
になる。
In the reinforcing plate structure of this structure, the angle β is set so that the engagement surfaces facing the engagement surfaces form guide surfaces for engaging the engagement surfaces. Since the angle is set to be substantially equal to the angle α, the convex portion of one joint member is guided by the guide surface and promptly enters and engages with the concave portion of the other joint member. This makes it possible to engage the joint members more easily and quickly.

【0013】請求項4記載の構造物の補強板構造は、請
求項3記載の構造物の補強板構造において、前記ガイド
面を構成する接合面は、前記継手部材の厚み方向であっ
て、前記凹部及び凸部の係合部分の中心位置に前記基準
面に沿う段部を有するものである。
The reinforcing plate structure for a structure according to claim 4 is the reinforcing plate structure for a structure according to claim 3, wherein the joint surface forming the guide surface is in the thickness direction of the joint member. A step portion along the reference plane is provided at the center position of the engaging portion of the concave portion and the convex portion.

【0014】この構造物の補強板構造では、前記ガイド
面を構成する接合面は、前記継手部材の厚み方向であっ
て、前記凹部及び凸部の係合部分の中心位置に前記基準
面に沿う段部を有することにより、一方の継手部材の凸
部は他方の継手部材の段部に一旦当接した後、他方の継
手部材の凹部に進入し係合する。これにより、継手部材
同士の係合をより容易かつ速やかに行うことが可能にな
る。
In the reinforcing plate structure of this structure, the joint surface forming the guide surface is in the thickness direction of the joint member, and extends along the reference plane at the center position of the engaging portion of the concave portion and the convex portion. By having the step portion, the convex portion of one joint member once abuts on the step portion of the other joint member, and then enters the concave portion of the other joint member to be engaged. This makes it possible to engage the joint members more easily and quickly.

【0015】請求項5記載の構造物の補強板構造は、請
求項1,2,3または4記載の構造物の補強板構造にお
いて、前記構造物は、柱または梁であって、前記補強板
は、前記柱または梁の周囲面を覆って配設するものであ
る。
A reinforcing plate structure for a structure according to claim 5 is the reinforcing plate structure for a structure according to claim 1, 2, 3 or 4, wherein the structure is a pillar or a beam. Is arranged to cover the peripheral surface of the pillar or the beam.

【0016】この構造物の補強板構造では、前記補強板
が前記柱および梁の周囲面を覆うように連結固定される
ことにより、柱等に加わる圧縮力等による径方向への膨
張力に対する強度や梁の曲げモーメントに対する強度が
高まる。
In the reinforcing plate structure of this structure, since the reinforcing plates are connected and fixed so as to cover the peripheral surfaces of the columns and the beams, the strength against the expansion force in the radial direction due to the compressive force applied to the columns and the like. The strength against bending moment of beams and beams is increased.

【0017】[0017]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面に基づき説明する。 [第1の実施形態]図1ないし図5は本発明の第1の実
施形態を示す図であり、図において、符号1は柱、2は
補強板、3はモルタル、4,5は継手部材である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. [First Embodiment] FIGS. 1 to 5 are views showing a first embodiment of the present invention. In the drawings, reference numeral 1 is a pillar, 2 is a reinforcing plate, 3 is mortar, and 4 and 5 are joint members. Is.

【0018】この補強板構造は、構造物である断面矩形
状の鉄筋コンクリート製の柱1が2つの断面コ字状の鉄
板や鋼板等の金属板等からなる補強板2,2により囲ま
れて補強される構造であり、補強板2,2は、柱1の周
囲を全周囲んだ状態で互いに向かい合わせた状態で隣接
配置され、柱1の表面を覆うとともに互いの側部2a,
2bは継手部材4,5により重ね合わされた状態で連
結、固定されている。
In this reinforcing plate structure, a reinforced concrete column 1 having a rectangular cross section, which is a structure, is surrounded by reinforcing plates 2 and 2 made of two metal plates such as iron plates and steel plates having a U-shaped cross section. The reinforcing plates 2 and 2 are arranged adjacent to each other so as to face each other with the entire circumference of the pillar 1 being covered, and the reinforcing plates 2 and 2 cover the surface of the pillar 1 and side portions 2a of each other.
2b is connected and fixed in a state of being overlapped by the joint members 4 and 5.

【0019】また、継手部材4,5は、矩形状の柱1の
コーナー部付近に、かつコーナー部側の継手部材5が外
面側となるように設けることにより、柱1の径方向への
膨張力によって継手部材4,5の係合部が外れ難くなっ
ている。さらに、柱1と補強板2,2との間隙には、硬
化性充填剤であるモルタル3が充填されている。
The joint members 4 and 5 are provided in the vicinity of the corners of the rectangular column 1 so that the joint member 5 on the corner side is on the outer surface side, so that the column 1 expands in the radial direction. The engaging portions of the joint members 4 and 5 are difficult to disengage due to the force. Further, the gap between the pillar 1 and the reinforcing plates 2 and 2 is filled with mortar 3, which is a curable filler.

【0020】なお、前記柱1は、鉄骨柱、鋼管柱、充填
コンクリート鋼管柱のいずれであってもよく、あるいは
トラス梁等の水平部材、斜材等の梁部材等であってもよ
い。また、柱や梁等の断面形状は矩形に限らない。
The column 1 may be any of a steel frame column, a steel pipe column, a filled concrete steel pipe column, or a horizontal member such as a truss beam or a beam member such as a diagonal member. Further, the cross-sectional shape of the pillar, the beam, etc. is not limited to the rectangular shape.

【0021】前記補強板2の側部2a,2bには、図2
に示すように、側部2a,2bを重ね合わせ状態で連結
するための継手部材4,5がそれぞれ形成されている。
継手部材4には、ボルト挿通用の貫通孔4aが形成さ
れ、この貫通孔4aには、内表面側からボルト6が挿入
され、ボルト6の頭部は継手部材4に溶接により点付け
されて固定されている。一方、継手部材5には、前記貫
通孔4aと同一の軸線を有しかつ該継手部材5の前記側
部2bに固定される基端11・該側部2bの延長方向前
方に位置する先端12間方向に長い貫通孔である長孔5
aが形成されている。
The side portions 2a and 2b of the reinforcing plate 2 are shown in FIG.
As shown in FIG. 3, joint members 4 and 5 for connecting the side portions 2a and 2b in a superposed state are formed respectively.
A through hole 4a for inserting a bolt is formed in the joint member 4, a bolt 6 is inserted into the through hole 4a from the inner surface side, and the head of the bolt 6 is spotted on the joint member 4 by welding. It is fixed. On the other hand, the joint member 5 has a base end 11 that has the same axis as the through hole 4a and is fixed to the side portion 2b of the joint member 5, and a tip 12 that is located forward in the extension direction of the side portion 2b. Long hole 5 that is a through hole that is long in the space direction
a is formed.

【0022】前記継手部材4は継手部材5と重ね合わせ
状態とされ、これら継手部材4,5は、貫通孔4aから
外表面側に突出したボルト6にワッシャ7を介してナッ
ト8を螺着させることにより螺子止め固定されている。
前記継手部材4の、継手部材5との重ね合わせ面には、
補強板2,2の隣接する方向への移動を拘束する複数の
凹部4b,…及び複数の凸部4c,…が形成され、前記
継手部材5の、継手部材4との重ね合わせ面には、前記
補強板2,2の隣接する方向への移動を拘束する前記凹
部4b,…及び凸部4c,…と相補形状の複数の凹部5
b,…及び複数の凸部5c,…が形成されている。
The joint member 4 is superposed on the joint member 5, and the joint members 4 and 5 are screwed with a nut 8 via a washer 7 to a bolt 6 protruding from the through hole 4a to the outer surface side. It is fixed by screws.
On the overlapping surface of the joint member 4 with the joint member 5,
A plurality of concave portions 4b, ... and a plurality of convex portions 4c, ... for restraining the movement of the reinforcing plates 2 and 2 in the adjacent direction are formed, and the joint member 5 has a superposed surface on which the joint member 4 is superposed. A plurality of concave portions 5 having a shape complementary to the concave portions 4b, ... And the convex portions 4c, ... That restrain the movement of the reinforcing plates 2, 2 in the adjacent direction.
, and a plurality of convex portions 5c ,.

【0023】前記継手部材4は、図4に示すように、凹
部4b,…及び凸部4c,…の接合面のうちの、隣接す
る各補強板2,2を該継手部材4の前記側部2aに固定
される基端11・該側部2aの延長方向前方に位置する
先端12間方向に引張させたときに、前記継手部材5の
凹部5b,…及び凸部5c,…と係合する凹部4b,…
及び凸部4c,…の各係合面13の前記側部2aの板面
に平行な基準面Pとのなす角度αは、90゜>α≧45
゜とされ、かつ、前記係合面13と対向する各係合面1
4と前記基準面Pとのなす角度βは、各係合面13を係
合させるときのガイド面を構成するよう、角度αと略等
しく設定されている。
As shown in FIG. 4, in the joint member 4, the adjacent reinforcing plates 2 and 2 of the joint surfaces of the concave portions 4b, ... And the convex portions 4c ,. When it is pulled in the direction between the base end 11 fixed to 2a and the tip 12 located in the extension direction of the side portion 2a, it engages with the concave portions 5b, ... And the convex portions 5c ,. Recess 4b, ...
And an angle α formed between each engagement surface 13 of the convex portions 4c, ... With a reference plane P parallel to the plate surface of the side portion 2a is 90 °> α ≧ 45.
And each engaging surface 1 facing the engaging surface 13
An angle β formed by 4 and the reference plane P is set to be substantially equal to the angle α so as to form a guide surface when engaging the engagement surfaces 13.

【0024】そして、基端11側の係合面14には、基
準面Pに沿う段部15が形成されており、これにより、
該係合面14は角度αと略等しい角度を有する1次ガイ
ド面16及び2次ガイド面17を備えた構成とされる。
A step portion 15 is formed along the reference plane P on the engaging surface 14 on the base end 11 side.
The engagement surface 14 has a primary guide surface 16 and a secondary guide surface 17 having an angle substantially equal to the angle α.

【0025】前記継手部材4では、凹部4b,…及び凸
部4c,…の各係合面13,…14,…の厚み方向の中
心を通る面が、前記側部2aの厚み方向の中心を通る面
と一致するように構成されるとともに、その基端11か
ら先端12に向けてその厚み寸法が略一定となるように
形成されている。そして、基端11及び先端12の外表
面側は、重ね合せる継手部材5の側部2bを固定するた
めの固定部とされている。
In the joint member 4, a plane passing through the center of each of the engaging surfaces 13, ..., 14 of the concave portions 4b, ... And the convex portions 4c ,. It is configured so as to coincide with the passing surface, and is formed such that its thickness dimension is substantially constant from the base end 11 to the tip 12. The outer surface sides of the base end 11 and the tip 12 serve as fixing portions for fixing the side portions 2b of the joint members 5 to be overlapped.

【0026】前記継手部材5は、図5に示すように、前
記継手部材4と全く同様、凹部5b,…及び凸部5c,
…の接合面のうちの、隣接する各補強板2,2を該継手
部材5の前記側部2aに固定される基端11・該側部2
aの延長方向前方に位置する先端12間方向に引張させ
たときに、前記継手部材4の凹部4b,…及び凸部4
c,…と係合する凹部5b,…及び凸部5c,…の各係
合面13の前記側部2aの板面に平行な基準面Pとのな
す角度αは、90゜>α≧45゜とされ、かつ、前記係
合面13と対向する各係合面14と前記基準面Pとのな
す角度βは、各係合面13を係合させるときのガイド面
を構成するよう、角度αと略等しく設定されている。
As shown in FIG. 5, the joint member 5 has recesses 5b, ... And protrusions 5c, just like the joint member 4.
Of the joint surfaces of ..., the adjacent reinforcing plates 2 and 2 are fixed to the side portion 2a of the joint member 5, and the base end 11 and the side portion 2 are fixed.
When being pulled in the direction between the tips 12 located forward of the extension direction of a, the concave portions 4b, ... And the convex portions 4 of the joint member 4 are drawn.
The angle α formed by each of the engaging surfaces 13 of the concave portions 5b, ... And the convex portions 5c, ... that engage with c, ... With the reference plane P parallel to the plate surface of the side portion 2a is 90 °> α ≧ 45. And the angle β formed by each of the engagement surfaces 14 facing the engagement surface 13 and the reference surface P is an angle so as to form a guide surface when engaging each of the engagement surfaces 13. It is set to be approximately equal to α.

【0027】そして、基端11側の係合面14には、基
準面Pに沿う段部15が形成されており、これにより、
該係合面14は角度αと略等しい角度を有する1次ガイ
ド面16及び2次ガイド面17を備えた構成とされる。
A step portion 15 is formed along the reference plane P on the engagement surface 14 on the base end 11 side.
The engagement surface 14 has a primary guide surface 16 and a secondary guide surface 17 having an angle substantially equal to the angle α.

【0028】前記継手部材5においても、前記継手部材
4と全く同様、凹部5b,…及び凸部5c,…の各係合
面13,…14,…の厚み方向の中心を通る面が、前記
側部2aの厚み方向の中心を通る面と一致するように構
成されるとともに、その基端11から先端12に向けて
その厚み寸法が略一定となるように形成されている。そ
して、基端11及び先端12の内表面側は、重ね合せる
継手部材4の側部2aを固定するための固定部とされて
いる。
Also in the joint member 5, exactly the same as the joint member 4, the surfaces passing through the centers of the engaging surfaces 13, 14, 14, ... Of the concave portions 5b, ... And the convex portions 5c ,. The side part 2a is formed so as to coincide with a plane passing through the center of the side part 2a in the thickness direction, and is formed such that its thickness dimension is substantially constant from the base end 11 to the tip 12. The inner surface sides of the base end 11 and the tip 12 are fixed parts for fixing the side parts 2a of the joint members 4 to be overlapped.

【0029】次に、前記継手部材4,5の製作方法につ
いて説明する。継手部材4を製作するには、図6に示す
ように、係合面21が基準面Pに対して直角になるよう
に鋼材22を圧延加工し、その後係合面21を基準面P
とのなす角度βが角度αと略等しくなるように切削加工
するとともに、貫通孔4aを形成し、基端11に補強板
2の側部2aを溶接し、その後貫通孔4aにボルト6を
溶接し、継手部材4とする。継手部材5も、図7に示す
ように、ボルト6の溶接を行わないというだけで、継手
部材4と全く同様にして製作することができる。
Next, a method of manufacturing the joint members 4 and 5 will be described. In order to manufacture the joint member 4, as shown in FIG. 6, the steel material 22 is rolled so that the engagement surface 21 is perpendicular to the reference plane P, and then the engagement surface 21 is changed to the reference plane P.
And the through hole 4a is formed, the side part 2a of the reinforcing plate 2 is welded to the base end 11, and then the bolt 6 is welded to the through hole 4a. To form the joint member 4. As shown in FIG. 7, the joint member 5 can also be manufactured in exactly the same manner as the joint member 4 except that the bolt 6 is not welded.

【0030】この補強板構造では、ボルト6およびナッ
ト8の螺子止めによって補強板2,2が互いに固定され
るとともに、継手部材4,5では、隣接する補強板2,
2を継手部材4,5の基端11・先端12間方向に引張
させたときに係合する各係合面13と、側部2aの板面
に平行な基準面Pとのなす角度αを90゜>α≧45゜
とし、かつ、係合面13と対向する係合面14と、基準
面Pとのなす角度βを、各係合面13を係合させるとき
のガイド面を構成するよう、角度αと略等しく設定した
ことにより、隣接する各補強板2,2を隣接する方向、
すなわち互いに固定された補強板を互いに引き離す方向
に引っ張り力が働く際の各継手部材4,5の係合面1
3,13同士の係合が強固となり、継手部材4,5同士
の接合強度が向上する。これにより、構造物の補強がよ
り強固なものとなる。
In this reinforcing plate structure, the reinforcing plates 2 and 2 are fixed to each other by screwing the bolts 6 and the nuts 8, and the joint members 4 and 5 have adjacent reinforcing plates 2 and 2.
The angle α formed between each engagement surface 13 that engages when 2 is pulled in the direction between the base end 11 and the tip 12 of the joint members 4 and 5 and the reference plane P parallel to the plate surface of the side portion 2a is 90 °> α ≧ 45 °, and an angle β between the engaging surface 14 facing the engaging surface 13 and the reference surface P constitutes a guide surface for engaging each engaging surface 13. As described above, by setting the angle α to be substantially equal to each other, the adjacent reinforcing plates 2 and 2 in the adjacent direction,
That is, the engaging surface 1 of each joint member 4 and 5 when a tensile force acts in a direction in which the reinforcing plates fixed to each other are separated from each other.
The engagement between the joint members 3 and 13 is strengthened, and the joint strength between the joint members 4 and 5 is improved. As a result, the reinforcement of the structure becomes stronger.

【0031】また、継手部材4,5同士を係合する際
に、継手部材4の凸部4cはガイド面である係合面14
及び係合面13により案内されて速やかに継手部材5の
凹部5bに進入し係合することとなる。これにより、継
手部材4,5同士の係合をより容易かつ速やかに行うこ
とが可能である。
When the joint members 4 and 5 are engaged with each other, the convex portion 4c of the joint member 4 is the engaging surface 14 which is a guide surface.
And, guided by the engaging surface 13, the concave portion 5b of the joint member 5 is promptly entered and engaged. This allows the joint members 4 and 5 to be engaged with each other more easily and quickly.

【0032】また、継手部材4,5各々の基端11側の
係合面14には、基準面Pに沿う段部15が形成されて
おり、これにより、該係合面14は角度αと略等しい角
度を有する1次ガイド面16及び2次ガイド面17を備
えた構成とされているので、継手部材4の先端12側の
凸部4cは継手部材5の1次ガイド面16に案内されて
段部15に一旦当接した後、さらに2次ガイド面17に
案内されて凹部5bに進入し係合する。これにより、継
手部材4,5同士の係合をより容易かつ速やかに行うこ
とが可能になる。さらに、柱1の周囲を取り囲むように
補強板2,2が連結固定されるので、柱1に加わる圧縮
力等による径方向への膨張力に対しても高い強度を有す
る。
Further, a step portion 15 is formed along the reference plane P on the engaging surface 14 on the base end 11 side of each of the joint members 4 and 5, whereby the engaging surface 14 has an angle α. Since the primary guide surface 16 and the secondary guide surface 17 having substantially the same angle are provided, the protrusion 4c on the tip 12 side of the joint member 4 is guided by the primary guide surface 16 of the joint member 5. After once contacting the stepped portion 15, the secondary guide surface 17 further guides the recessed portion 5b to engage with it. This makes it possible to engage the joint members 4 and 5 with each other more easily and quickly. Further, since the reinforcing plates 2 and 2 are connected and fixed so as to surround the periphery of the pillar 1, it has a high strength against a radial expansion force due to a compressive force or the like applied to the pillar 1.

【0033】次に、この補強板構造の施工方法につい
て、図8ないし図11に基づき説明する。図において、
符号41は基礎部、42は補強板2,2を取り付けるた
めの取付用治具である。
Next, a method of constructing this reinforcing plate structure will be described with reference to FIGS. In the figure,
Reference numeral 41 is a base portion, and reference numeral 42 is a mounting jig for mounting the reinforcing plates 2 and 2.

【0034】〔取付用治具組立工程〕図8に示すよう
に、基礎部41上に立設された柱1の根本部分1aに、
取付用治具42を組立固定する。該取付用治具42は、
根本部分1aに固定される土台42aと、該土台42a
に基端が回転自在に取り付けられ柱1を挟持する方向に
回動する2つの梯子状の補強板載置部42bとを備えて
いる。
[Mounting Jig Assembling Step] As shown in FIG. 8, on the base portion 1 a of the pillar 1 erected on the foundation portion 41,
The mounting jig 42 is assembled and fixed. The mounting jig 42 is
A base 42a fixed to the root portion 1a, and the base 42a
In addition, the base end is rotatably attached, and two ladder-shaped reinforcing plate mounting portions 42b that rotate in a direction in which the pillar 1 is clamped are provided.

【0035】〔補強板立設工程〕取付用治具42の補強
板載置部42b,42bを回動させて基礎部41上に倒
す。そして、これらの補強板載置部42b,42b上に
補強板2をそれぞれ内表面側を上にして載置する。次
に、図9に示すように、補強板載置部42b,42bを
柱1を挟持する方向(図中の矢印方向)に向かって回動
させ、載置状態の補強板2,2をそれぞれ立設させる。
このとき、補強板2,2は互いに向かい合った状態かつ
柱1との間に一定の間隙を有した状態で該柱1を取り囲
んで配置される。
[Standing Step of Reinforcing Plate] The reinforcing plate mounting portions 42b, 42b of the mounting jig 42 are rotated to fall on the base portion 41. Then, the reinforcing plate 2 is placed on the reinforcing plate mounting portions 42b, 42b with the inner surface side facing upward. Next, as shown in FIG. 9, the reinforcing plate mounting portions 42b, 42b are rotated toward the direction in which the column 1 is sandwiched (the direction of the arrow in the figure), and the reinforcing plates 2, 2 in the mounted state are respectively moved. Make it stand.
At this time, the reinforcing plates 2 and 2 are arranged so as to face each other and to surround the pillar 1 with a certain gap therebetween.

【0036】〔補強板連結工程〕立設された補強板2,
2各々の継手部材4,5を重ね合わせるとともに、ボル
ト7及びナット8を締結することにより互いに固定連結
する。このとき、継手部材4の凹部4b,…及び凸部4
c,…と、継手部材5の凸部5c,…及び凹部5b,…
とは、互いに噛み合って前述した係合状態とされる。
[Reinforcing Plate Connecting Step] Reinforcement Plates 2 Standed Upright
2 The respective joint members 4 and 5 are superposed on each other, and the bolts 7 and the nuts 8 are fastened to fix and connect them. At this time, the concave portions 4b, ... And the convex portions 4 of the joint member 4
, and the convex portions 5c, ... And the concave portions 5b, ... Of the joint member 5.
And are engaged with each other and brought into the above-mentioned engaged state.

【0037】ここでは、まず、継手部材4の凹部4b,
…及び凸部4c,…と、継手部材5の凸部5c,…及び
凹部5b,…とを対向配置し、長孔5aにボルト6の先
端を挿入する。次いで、各々の先端12側の凸部4c及
び凸部5cを1次ガイド面16により案内させて各々の
段部15に押し当て、この状態でボルト6にワッシャ7
を介してナット8を仮締めする。次いで、各々の先端1
2側の凸部4c及び凸部5cを2次ガイド面17により
案内させて凹部4b,…及び凸部4c,…と、継手部材
5の凸部5c,…及び凹部5b,…とを係合させつつ、
ナット8を締め付ける。
Here, first, the concave portions 4b of the joint member 4,
... and the convex portions 4c, ... and the convex portions 5c, ... and the concave portions 5b, ... of the joint member 5 are arranged to face each other, and the tips of the bolts 6 are inserted into the elongated holes 5a. Next, the protrusions 4c and 5c on the side of each tip 12 are guided by the primary guide surface 16 and pressed against each step 15, and in this state, the bolt 6 and the washer 7
Temporarily tighten the nut 8 via. Then each tip 1
The convex portions 4c and 5c on the second side are guided by the secondary guide surface 17 to engage the concave portions 4b, ... And the convex portions 4c, ... With the convex portions 5c ,. While letting
Tighten the nut 8.

【0038】このように、継手部材4,5は、ボルト7
及びナット8を締結することにより互いに固定連結され
る。さらに、図10に示すように、連結された補強板2
の上端部の内表面側には、柱1との一定の間隙を確保す
るためのスペーサー43と、後で注入されるモルタルを
シールするためのシール用部材44とがそれぞれ接着等
により取り付けられる。
As described above, the joint members 4 and 5 have the bolts 7
By fastening the nut 8 and the nut 8, they are fixedly connected to each other. Furthermore, as shown in FIG.
A spacer 43 for securing a constant gap with the column 1 and a sealing member 44 for sealing mortar to be injected later are attached to the inner surface side of the upper end of the by adhesive or the like.

【0039】〔補強板せり上げ工程〕次に、図11に示
すように、組み立てられた補強板2,2を柱1に沿って
上方へとせり上げ、補強板2,2の上端を柱1上の梁4
5の下部に当接させる。このとき、仮止め用ボルト46
を、補強板2,2の下部に形成された仮止め用貫通孔
(図示せず)に貫通させて、該仮止め用貫通孔に対応し
た位置に柱1に形成された仮止め用穴(図示せず)に挿
入することにより、補強板2,2がずれ落ちないように
仮止めを行う。さらに上記補強板立設工程、補強板連結
工程および補強板せり上げ工程を繰り返し行い、柱1の
周面全体に複数の補強板2,2を仮止め状態で取り付け
る。
[Reinforcing Plate Raising Step] Next, as shown in FIG. 11, the assembled reinforcing plates 2 and 2 are raised upward along the pillar 1, and the upper ends of the reinforcing plates 2 and 2 are raised to the pillar 1. Upper beam 4
Abut the lower part of 5. At this time, the temporary fixing bolt 46
Through a temporary fixing through hole (not shown) formed in the lower portion of the reinforcing plates 2 and 2, and a temporary fixing hole (formed in the pillar 1 at a position corresponding to the temporary fixing through hole ( (Not shown), the reinforcement plates 2 and 2 are temporarily fixed so that they do not slip off. Further, the step of standing the reinforcing plate, the step of connecting the reinforcing plates and the step of raising the reinforcing plate are repeated to attach the plurality of reinforcing plates 2 and 2 to the entire peripheral surface of the column 1 in a temporarily fixed state.

【0040】〔補強板固定工程〕すべての補強板2,2
を仮止めした後、これらの補強板2,2を本止め固定す
る。このとき、上下に隣接する補強板2は、溶接等によ
って連結固定する。そして、これら補強板2,2の上端
部をそれぞれシール用部材44を用いてシールする。
[Reinforcing plate fixing step] All reinforcing plates 2 and 2
After temporarily fixing, these reinforcing plates 2 and 2 are finally fixed and fixed. At this time, the vertically adjacent reinforcing plates 2 are connected and fixed by welding or the like. Then, the upper ends of the reinforcing plates 2 and 2 are sealed using the sealing members 44, respectively.

【0041】〔モルタル注入工程〕さらに、モルタル3
を補強板2,2と柱1との間隙に注入して充填するとと
もに、十分に固化するまで養生させる。この後、取付用
治具42を解体する。
[Mortar Injecting Step] Furthermore, mortar 3
Is injected into the gap between the reinforcing plates 2 and 2 and the column 1 to be filled, and is cured until it is sufficiently solidified. Then, the mounting jig 42 is disassembled.

【0042】以上説明したように、本実施形態によれ
ば、継手部材4の凹部4b,…及び凸部4c,…の接合
面のうちの継手部材5の凹部5b,…及び凸部5c,…
と係合する凹部4b,…及び凸部4c,…の各係合面1
3の前記側部2aの板面に平行な基準面Pとのなす角度
αを90゜>α≧45゜とし、かつ、前記係合面13と
対向する各係合面14と前記基準面Pとのなす角度β
を、各係合面13を係合させるときのガイド面を構成す
るよう角度αと略等しく設定し、また継手部材5も継手
部材材4と同一の相補形状としたので、継手部材4,5
同士の係合をより容易かつ速やかに行うことができる。
また、継手部材4,5の係合面13,13同士の係合が
より強固となり、外れるおそれもなく、継手部材4,5
同士の接合強度を向上させることができる。したがっ
て、構造物の補強をより強固なものとすることができ
る。
As described above, according to this embodiment, the concave portions 5b, ... And the convex portions 5c, ... Of the joint member 5 among the joint surfaces of the concave portions 4b, ... And the convex portions 4c ,.
The engaging surfaces 1 of the concave portions 4b, ... And the convex portions 4c ,.
The angle α formed by the reference plane P parallel to the plate surface of the side portion 2a of 3 is 90 °> α ≧ 45 °, and each engagement surface 14 facing the engagement surface 13 and the reference plane P. Angle β with
Is set to be substantially equal to the angle α so as to form a guide surface for engaging the engagement surfaces 13, and the joint member 5 has the same complementary shape as the joint member material 4, so that the joint members 4, 5
The mutual engagement can be performed more easily and quickly.
In addition, the engagement surfaces 13, 13 of the joint members 4, 5 are more firmly engaged with each other, and there is no risk of disengagement.
The joint strength between them can be improved. Therefore, the reinforcement of the structure can be made stronger.

【0043】なお、上記実施形態においては、構造物と
して柱1に対する補強板構造について説明したが、他の
形態として別の構造物に適用してももちろん良い。例え
ば、断面矩形状かつ断面積が大きい柱を補強する場合に
は、両側部2a,2bに継手部材4,5をそれぞれ備え
た断面形状がL字状または平板状の補強板を複数用いる
ことにより、柱の補強を行うことができる。
In the above embodiment, the reinforcing plate structure for the pillar 1 was described as a structure, but it is of course possible to apply it to another structure as another form. For example, when reinforcing a column having a rectangular cross-section and a large cross-sectional area, by using a plurality of reinforcing plates each having joint members 4 and 5 on both side portions 2a and 2b and having an L-shaped or flat plate-shaped cross section. The pillar can be reinforced.

【0044】また、円柱を補強する場合には、両側部2
a,2bに継手部材4,5をそれぞれ備えた半割り円筒
状の補強板を複数用いることにより、円柱の補強を行う
ことができる。また、柱ではなく、梁を補強する場合に
は、両側部や梁の長手方向に沿う両端部に継手部材4,
5をそれぞれ備えた断面コ字状の補強板2,2を、水平
方向に延在するように継手部材を係合させて梁の側面及
び底面を覆った状態で連結することにより、梁に加わる
曲げ等の負荷に対しても高い強度を得ることができる。
When reinforcing the column, both side portions 2
By using a plurality of half-divided cylindrical reinforcing plates each having joint members 4 and 5 on a and 2b, it is possible to reinforce the column. In addition, when reinforcing the beam instead of the column, the joint members 4 are provided on both sides or both ends along the longitudinal direction of the beam.
The reinforcing plates 2 and 2 each having a U-shape in cross section are joined to the beam by engaging the joint members so as to extend in the horizontal direction and connecting the side plates and the bottom surface of the beam. High strength can be obtained even with respect to a load such as bending.

【0045】さらに、壁や床を補強する場合には、両側
部や両端部に継手部材4,5をそれぞれ備えた断面形状
が平板状の補強板を複数用いることにより、壁面や床面
に加わる負荷に対しても高い強度が得られる。
Further, in the case of reinforcing a wall or floor, a plurality of reinforcing plates each having joint members 4 and 5 on both sides or both ends and having a flat cross section are used to add to the wall or floor. High strength can be obtained even under load.

【0046】また、継手部材4(5)の凹部4b,…
(5b,…)及び凸部4c,…(5c,…)の数および
形状は、上記実施形態に限定されず、様々な形状及び数
のものが実施可能である。さらに、構造物と補強板との
間の空隙にモルタル3を注入して構造物と補強板とを固
着したが、モルタル3以外の他の無収縮性の硬化性充填
剤を注入してもよい。例えば、エポキシ樹脂により注入
・充填してもよい。
Further, the recesses 4b, ... Of the joint member 4 (5).
The number and shape of (5b, ...) And the convex portions 4c, ... (5c, ...) Are not limited to those in the above embodiment, and various shapes and numbers can be implemented. Furthermore, although the mortar 3 is injected into the space between the structure and the reinforcing plate to fix the structure and the reinforcing plate, a non-shrinkable curable filler other than the mortar 3 may be injected. . For example, you may inject and fill with an epoxy resin.

【0047】[第2の実施形態]図12は本発明の第2
の実施形態を示す図であり、図において、符号51,5
2は継手部材である。この第2の実施形態が上述した第
1の実施形態と異なる点は、第1の実施形態の継手部材
4が2つの凹部4b及び凸部4cを、継手部材5が2つ
の凹部5b及び凸部5cを、それぞれ有しており、継手
部材4の凹部4b,…凸部4c,…と継手部材材5の凸
部5c,…凹部5b,…とを互いに係合させる構成であ
るのに対し、この第2の実施形態の継手部材51が1つ
の凹部4b及び凸部4cを、継手部材52が1つの凹部
5b及び凸部5cを、それぞれ有することとし、継手部
材51の凹部4b及び凸部4cと継手部材52の凸部5
c及び凹部5bとを互いに係合させる構成である点であ
る。
[Second Embodiment] FIG. 12 shows a second embodiment of the present invention.
5 is a diagram showing an embodiment of the present invention, in which reference numerals 51, 5
2 is a joint member. The second embodiment is different from the above-described first embodiment in that the joint member 4 of the first embodiment has two concave portions 4b and convex portions 4c, and the joint member 5 has two concave portions 5b and convex portions. 5c, respectively, and the concave portions 4b, ..., The convex portions 4c, ... Of the joint member 4 and the convex portions 5c ,. The joint member 51 of the second embodiment has one concave portion 4b and one convex portion 4c, and the joint member 52 has one concave portion 5b and one convex portion 5c, respectively. And the convex portion 5 of the joint member 52
The point is that the c and the recess 5b are engaged with each other.

【0048】この補強板構造では、継手部材51の凹部
4b及び凸部4cと、継手部材52の凸部5c及び凹部
5bとを互いに係合させる構成であるから、凹凸部が少
ない分係合部分の構成が簡単になり施工も容易である、
という利点がある。また、図12においては、継手部材
51,52の材質を補強板2の材質と同等とした場合に
は、継手部材51,52の凸部4c,5cの先端12か
らの長さLを、補強板2の厚みtに対し、L≧3tの関
係を満足するように設定するのが望ましい。
In this reinforcing plate structure, since the concave portions 4b and the convex portions 4c of the joint member 51 and the convex portions 5c and the concave portions 5b of the joint member 52 are engaged with each other, the engaging portions are small due to the small concave and convex portions. The configuration is simple and construction is easy,
There is an advantage. Further, in FIG. 12, when the material of the joint members 51 and 52 is made equal to the material of the reinforcing plate 2, the length L from the tip 12 of the convex portions 4c and 5c of the joint members 51 and 52 is reinforced. It is desirable to set the thickness t of the plate 2 so as to satisfy the relationship of L ≧ 3t.

【0049】[第3の実施形態]図13は本発明の第3
の実施形態を示す図であり、図において、符号61,6
2は継手部材である。この第3の実施形態が上述した第
2の実施形態と異なる点は、継手部材61,62各々の
先端12を基準面Pに沿って延出させて1次ガイド面1
6に当接するようにした点である。
[Third Embodiment] FIG. 13 shows a third embodiment of the present invention.
It is a figure which shows the embodiment of FIG.
2 is a joint member. The difference of the third embodiment from the above-described second embodiment is that the tip ends 12 of the joint members 61, 62 are extended along the reference plane P so that the primary guide surface 1 is formed.
It is the point that it comes into contact with No. 6.

【0050】継手部材61,62を互いに固定連結した
場合、継手部材61の凸部4c及び継手部材材62の凸
部5c各々には、引っ張り力に起因する箭断力が働く。
継手部材61,62の材質を補強板2の材質と同等とし
た場合には、継手部材61,62の凸部4c,5cの先
端12からの長さLを、補強板2の厚みtに対し、L≧
3tの関係を満足するように設定している。
When the joint members 61 and 62 are fixedly connected to each other, the protuberance 4c of the joint member 61 and the protuberance 5c of the joint member material 62 are subjected to a breaking force due to the pulling force.
When the material of the joint members 61 and 62 is made equal to the material of the reinforcing plate 2, the length L from the tip 12 of the convex portions 4c and 5c of the joint members 61 and 62 is set to the thickness t of the reinforcing plate 2. , L ≧
It is set to satisfy the relationship of 3t.

【0051】この補強板構造では、継手部材61,62
の凸部4c,5cの先端12からの長さLを、補強板2
の厚みtに対し、L≧3tの関係を満足するように設定
することにより、箭断力による継手部材61,62の破
壊を防止している。
In this reinforcing plate structure, the joint members 61, 62 are
The length L from the tip 12 of the convex portions 4c, 5c of the
The thickness t is set so as to satisfy the relationship of L ≧ 3t, thereby preventing the joint members 61 and 62 from being broken by the breaking force.

【0052】[0052]

【発明の効果】以上説明したように、本発明の請求項1
記載の構造物の補強板構造によれば、隣接する補強板に
は、その側部を互いに重ね合せ状態で連結する継手部材
がそれぞれ形成され、これらの継手部材は互いに螺子止
めによって連結されるとともに、これらの継手部材の重
ね合わせ面には互いに係合し補強板の隣接方向への移動
を拘束する凹凸部がそれぞれ形成され、該凹部および凸
部の接合面のうちの、隣接する各補強板を前記継手部材
の基端・先端間方向に引張させたときに係合する各係合
面と、前記側部の板面に平行な基準面とのなす角度αを
90゜>α≧45゜とし、かつ、前記係合面と対向する
各係合面と、前記基準面とのなす角度βをα≧βとした
ので、隣接する各補強板を隣接する方向、すなわち互い
に固定された補強板を互いに引き離す方向に引っ張り力
が働く際の各継手部材の係合面同士の係合をより強固な
ものとすることができ、外れるおそれも無くなり、継手
部材同士の接合強度を向上させることができる。したが
って、構造物の補強をより強固なものとすることができ
る。
As described above, according to the first aspect of the present invention.
According to the reinforcing plate structure of the structure described above, the adjacent reinforcing plates are respectively formed with joint members that connect the side portions thereof in a state of being overlapped with each other, and these joint members are connected to each other by screwing. An uneven portion that engages with each other to restrain the movement of the reinforcing plate in the adjoining direction is formed on each of the overlapping surfaces of the joint members, and each of the adjacent reinforcing plates among the joint surfaces of the concave portion and the convex portion. The angle α between each engagement surface that engages when the joint member is pulled in the direction between the base end and the tip of the joint member and the reference surface parallel to the plate surface of the side portion is 90 °> α ≧ 45 ° And, since the angle β formed between each engaging surface facing the engaging surface and the reference surface is α ≧ β, the adjacent reinforcing plates are adjacent to each other, that is, the reinforcing plates fixed to each other. Each joint member when a pulling force acts in the direction to separate the two from each other The engagement between the engaging surfaces can be made stronger, the risk of disengagement is eliminated, and the joint strength between the joint members can be improved. Therefore, the reinforcement of the structure can be made stronger.

【0053】また、前記各継手部材を、基端から先端に
向けてその厚み寸法が略一定となるように形成したの
で、これらの継手部材同士の重ね合せ及び螺子止めの際
の位置決めを容易に行うことができる。
Further, since the respective joint members are formed so that the thickness dimension thereof becomes substantially constant from the base end to the tip, the joint members can be easily positioned when they are superposed and screwed. It can be carried out.

【0054】請求項2記載の構造物の補強板構造によれ
ば、前記各継手部材の厚み方向に、前記構造物側の継手
部材に一方の貫通孔を、外側の継手部材に他方の貫通孔
を、これら各貫通孔が互いに連通するように形成し、こ
れら各貫通孔内に前記構造物側の継手部材からボルトを
挿通し、前記外側の継手部材外面に突出する該ボルトの
先端にナットを緊締し、前記他方の貫通孔を、前記継手
部材の基端・先端間方向に長い長孔としたので、これら
継手部材の重ね合わせ面同士を仮に合わせた状態でボル
ト・ナットを仮締めした後に、この仮締めの状態でこれ
ら継手部材同士を係合させることにより、これら継手部
材同士の係合を容易に行うことができる。
According to the structure reinforcing plate structure of the second aspect, one through hole is formed in the joint member on the structure side and the other through hole is formed in the outer joint member in the thickness direction of each joint member. Is formed so that these through-holes communicate with each other, a bolt is inserted from the joint member on the structure side into each of the through-holes, and a nut is attached to the tip of the bolt protruding to the outer surface of the outer joint member. After tightening, the other through hole is a long hole that is long in the direction between the base end and the tip of the joint member.Temporarily tighten the bolts and nuts with the overlapping surfaces of these joint members temporarily aligned. By engaging the joint members with each other in the temporarily tightened state, the joint members can be easily engaged with each other.

【0055】請求項3記載の構造物の補強板構造によれ
ば、前記各係合面と対向する前記各係合面が、該各係合
面を係合させるときのガイド面を構成するよう、前記角
度βを前記角度αと略等しく設定したので、一方の継手
部材の凸部は前記ガイド面により案内されて速やかに他
方の継手部材の凹部に進入し係合することとなり、継手
部材同士の係合をより容易かつ速やかに行うことができ
る。
According to the reinforcing plate structure of the structure of the third aspect, each of the engaging surfaces facing each of the engaging surfaces constitutes a guide surface for engaging the engaging surfaces. Since the angle β is set to be substantially equal to the angle α, the convex portion of one joint member is guided by the guide surface and quickly enters the concave portion of the other joint member to be engaged with each other. Can be engaged more easily and quickly.

【0056】請求項4記載の構造物の補強板構造によれ
ば、前記ガイド面を構成する接合面は、前記継手部材の
厚み方向であって、前記凹部及び凸部の係合部分の中心
位置に前記基準面に沿う段部を有するので、一方の継手
部材の凸部は他方の継手部材の段部に一旦当接した後、
他方の継手部材の凹部に進入し係合することとなり、継
手部材材同士の係合をより容易かつ速やかに行うことが
できる。
According to the reinforcing plate structure of the structure of claim 4, the joint surface forming the guide surface is in the thickness direction of the joint member, and the center position of the engaging portion of the concave portion and the convex portion. Since it has a step portion along the reference surface, after the convex portion of one joint member once abuts the step portion of the other joint member,
The other joint member enters the recess and engages with each other, so that the joint member materials can be engaged with each other more easily and quickly.

【0057】請求項5記載の構造物の補強板構造によれ
ば、前記構造物を柱または梁とし、前記補強板を、前記
柱または梁の周囲面を覆って配設するとしたので、柱等
に加わる圧縮力等による径方向への膨張力に対する強度
や梁の曲げモーメントに対する強度を高めることができ
る。
According to the reinforcing plate structure for a structure of claim 5, the structure is a pillar or a beam, and the reinforcing plate is arranged so as to cover the peripheral surface of the pillar or the beam. It is possible to increase the strength against the expansion force in the radial direction due to the compressive force applied to the beam and the strength against the bending moment of the beam.

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

【図1】本発明に係る構造物の補強板構造の第1の実施
形態を示す概略断面図である。
FIG. 1 is a schematic sectional view showing a first embodiment of a reinforcing plate structure for a structure according to the present invention.

【図2】本発明に係る第1の実施形態の継手部材の接合
状態を示す断面図である。
FIG. 2 is a cross-sectional view showing a joined state of the joint member according to the first embodiment of the present invention.

【図3】本発明に係る第1の実施形態の継手部材の接合
状態を示す平面図である。
FIG. 3 is a plan view showing a joined state of the joint member according to the first embodiment of the present invention.

【図4】本発明に係る第1の実施形態の継手部材を示す
断面図である。
FIG. 4 is a cross-sectional view showing a joint member of the first embodiment according to the present invention.

【図5】本発明に係る第1の実施形態の継手部材を示す
断面図である。
FIG. 5 is a cross-sectional view showing the joint member of the first embodiment according to the present invention.

【図6】本発明に係る第1の実施形態の継手部材の製作
方法を示す断面図である。
FIG. 6 is a cross-sectional view showing the method of manufacturing the joint member of the first embodiment according to the present invention.

【図7】本発明に係る第1の実施形態の継手部材の製作
方法を示す断面図である。
FIG. 7 is a cross-sectional view showing the method of manufacturing the joint member according to the first embodiment of the present invention.

【図8】本発明に係る構造物の補強板構造の第1の実施
形態における施工方法の取付用治具組立工程を説明する
正面図である。
FIG. 8 is a front view for explaining a mounting jig assembling process of the construction method in the first embodiment of the reinforcing plate structure for a structure according to the present invention.

【図9】本発明に係る構造物の補強板構造の第1の実施
形態における施工方法の補強板立設工程を説明する正面
図である。
FIG. 9 is a front view illustrating a reinforcing plate standing step of the construction method according to the first embodiment of the reinforcing plate structure for a structure according to the present invention.

【図10】本発明に係る構造物の補強板構造の第1の実
施形態における施工方法の補強板連結工程を説明する概
略断面図である。
FIG. 10 is a schematic cross-sectional view illustrating a reinforcing plate connecting step of the construction method in the first embodiment of the reinforcing plate structure for a structure according to the present invention.

【図11】本発明に係る構造物の補強板構造の第1の実
施形態における施工方法の補強板せり上げ工程を説明す
る概略断面図である。
FIG. 11 is a schematic cross-sectional view illustrating a step of raising the reinforcing plate of the construction method according to the first embodiment of the reinforcing plate structure for a structure according to the present invention.

【図12】本発明に係る第2の実施形態の継手部材の接
合状態を示す断面図である。
FIG. 12 is a cross-sectional view showing a joined state of a joint member according to a second embodiment of the present invention.

【図13】本発明に係る第3の実施形態の継手部材の接
合状態を示す断面図である。
FIG. 13 is a cross-sectional view showing a joined state of the joint member of the third embodiment according to the present invention.

【符号の説明】[Explanation of symbols]

1 柱 2 補強板 2a,2b 側部 3 モルタル 4,5 継手部材 4a,5a 貫通孔 4b,5b 凹部 4c,5c 凸部 6 ボルト 7 ワッシャ 8 ナット 11 基端 12 先端 13,14 係合面 15 段部 16 1次ガイド面 17 2次ガイド面 51,52 継手部材 61,62 継手部材 P 基準面 α 係合面の基準面とのなす角度 β 係合面と対向する係合面と基準面とのなす角度 DESCRIPTION OF SYMBOLS 1 pillar 2 reinforcement plate 2a, 2b side part 3 mortar 4,5 joint member 4a, 5a through hole 4b, 5b concave part 4c, 5c convex part 6 bolt 7 washer 8 nut 11 base end 12 tip 13, 14 engaging surface 15 steps Part 16 Primary guide surface 17 Secondary guide surface 51,52 Joint member 61,62 Joint member P Reference surface α Angle formed by the reference surface of the engagement surface β Between the engagement surface facing the engagement surface and the reference surface Angle

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 構造物の表面に、複数の補強板を隣接配
置して覆うとともに互いに連結し、該構造物と補強板と
の間の空隙に硬化性充填剤を注入することにより構造物
と補強板とを固着して補強をなす構造物の補強板構造で
あって、 隣接する補強板には、その側部を互いに重ね合せ状態で
連結する継手部材がそれぞれ形成され、 これらの継手部材は互いに螺子止めによって連結される
とともに、これらの継手部材の重ね合わせ面には互いに
係合し補強板の隣接方向への移動を拘束する凹凸部がそ
れぞれ形成され、 該凹部および凸部の接合面のうちの、隣接する各補強板
を前記継手部材の基端・先端間方向に引張させたときに
係合する各係合面と、前記側部の板面に平行な基準面と
のなす角度αは、90゜>α≧45゜とされ、かつ、前
記係合面と対向する各係合面と、前記基準面とのなす角
度βは、α≧βとされ、 さらに、前記各継手部材は、基端から先端に向けてその
厚み寸法が略一定となるように形成されていることを特
徴とする構造物の補強板構造。
1. A structure comprising a plurality of reinforcing plates arranged adjacent to each other on the surface of a structure, covered with the reinforcing plates, and connected to each other, and a curable filler is injected into a space between the structure and the reinforcing plate. A reinforcing plate structure of a structure for fixing and reinforcing a reinforcing plate, wherein adjacent reinforcing plates are formed with joint members for connecting their side portions in a state of being overlapped with each other. Concave and convex portions that are connected to each other by screwing and that engage with each other and restrain the movement of the reinforcing plate in the adjacent direction are formed on the overlapping surfaces of these joint members. Among them, an angle α formed by each engaging surface that engages when each adjacent reinforcing plate is pulled in the direction between the base end and the tip of the joint member and the reference surface parallel to the plate surface of the side portion. Is 90 °> α ≧ 45 °, and the engagement is The angle β formed between each of the engagement surfaces facing each other and the reference surface is α ≧ β, and further, the thickness of each of the joint members is substantially constant from the base end to the tip. A reinforcing plate structure for a structure characterized by being formed.
【請求項2】 請求項1記載の構造物の補強板構造にお
いて、 前記各継手部材の厚み方向には、前記構造物側の継手部
材に一方の貫通孔が、外側の継手部材に他方の貫通孔
が、これら各貫通孔が互いに連通するように形成され、
これら各貫通孔内に前記構造物側の継手部材からボルト
が挿通され、前記外側の継手部材外面に突出する該ボル
トの先端にナットが緊締され、 前記他方の貫通孔は、前記継手部材の基端・先端間方向
に長い長孔とされていることを特徴とする構造物の補強
板構造。
2. The reinforcing plate structure for a structure according to claim 1, wherein one through hole is formed in the joint member on the structure side and the other is penetrated in the outer joint member in a thickness direction of each joint member. A hole is formed such that each of these through holes communicates with each other,
A bolt is inserted from the joint member on the structure side into each of the through holes, a nut is tightened at the tip of the bolt protruding to the outer surface of the outer joint member, and the other through hole is a base of the joint member. Reinforcement plate structure for structures, characterized by a long hole extending in the direction between the ends.
【請求項3】 請求項1または2記載の構造物の補強板
構造において、 前記各係合面と対向する前記各係合面が、該各係合面を
係合させるときのガイド面を構成するよう、前記角度β
が前記角度αと略等しく設定されていることを特徴とす
る構造物の補強板構造。
3. The reinforcing plate structure for a structure according to claim 1, wherein the engagement surfaces facing the engagement surfaces form guide surfaces when engaging the engagement surfaces. So that the angle β
Is set to be substantially equal to the angle α, and a reinforcing plate structure for a structure.
【請求項4】 請求項3記載の構造物の補強板構造にお
いて、 前記ガイド面を構成する接合面は、前記継手部材の厚み
方向であって、前記凹部及び凸部の係合部分の中心位置
に前記基準面に沿う段部を有することを特徴とする構造
物の補強板構造。
4. The reinforcing plate structure for a structure according to claim 3, wherein the joint surface forming the guide surface is in the thickness direction of the joint member, and the center position of the engaging portion of the concave portion and the convex portion. A reinforcing plate structure for a structure having a step portion along the reference plane.
【請求項5】 請求項1,2,3または4記載の構造物
の補強板構造において、 前記構造物は、柱または梁であって、 前記補強板は、前記柱または梁の周囲面を覆って配設す
ることを特徴とする構造物の補強板構造。
5. The reinforcing plate structure for a structure according to claim 1, 2, 3 or 4, wherein the structure is a pillar or a beam, and the reinforcing plate covers a peripheral surface of the pillar or the beam. A reinforcing plate structure for a structure, which is characterized by being installed as.
JP34425095A 1995-12-28 1995-12-28 Structure reinforcement plate structure Expired - Fee Related JP3503096B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34425095A JP3503096B2 (en) 1995-12-28 1995-12-28 Structure reinforcement plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34425095A JP3503096B2 (en) 1995-12-28 1995-12-28 Structure reinforcement plate structure

Publications (2)

Publication Number Publication Date
JPH09184242A true JPH09184242A (en) 1997-07-15
JP3503096B2 JP3503096B2 (en) 2004-03-02

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101328701B1 (en) * 2011-12-27 2013-11-14 재단법인 포항산업과학연구원 Girder connection structure of bridge
JP2017020270A (en) * 2015-07-13 2017-01-26 清水建設株式会社 Structure reinforcement member
CN107587724A (en) * 2017-09-27 2018-01-16 华南理工大学 A kind of reinforcement of concrete post structure and its construction method that precast hole steel plate is set

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101328701B1 (en) * 2011-12-27 2013-11-14 재단법인 포항산업과학연구원 Girder connection structure of bridge
JP2017020270A (en) * 2015-07-13 2017-01-26 清水建設株式会社 Structure reinforcement member
CN107587724A (en) * 2017-09-27 2018-01-16 华南理工大学 A kind of reinforcement of concrete post structure and its construction method that precast hole steel plate is set

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