JPH07189434A - Setting bed-reinforcing plate for connection of building, and connection construction using setting bed-reinforcing plate - Google Patents

Setting bed-reinforcing plate for connection of building, and connection construction using setting bed-reinforcing plate

Info

Publication number
JPH07189434A
JPH07189434A JP34681993A JP34681993A JPH07189434A JP H07189434 A JPH07189434 A JP H07189434A JP 34681993 A JP34681993 A JP 34681993A JP 34681993 A JP34681993 A JP 34681993A JP H07189434 A JPH07189434 A JP H07189434A
Authority
JP
Japan
Prior art keywords
reinforcing plate
base
setting bed
plate
openings
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
JP34681993A
Other languages
Japanese (ja)
Other versions
JP2620195B2 (en
Inventor
Gantan Funaki
元旦 舩木
Noboru Yamasaka
昇 山坂
Kazuyuki Nishizawa
和幸 西澤
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.)
Gantan Beauty Industry Co Ltd
Original Assignee
Gantan Beauty Industry Co Ltd
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 Gantan Beauty Industry Co Ltd filed Critical Gantan Beauty Industry Co Ltd
Priority to JP5346819A priority Critical patent/JP2620195B2/en
Publication of JPH07189434A publication Critical patent/JPH07189434A/en
Application granted granted Critical
Publication of JP2620195B2 publication Critical patent/JP2620195B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Finishing Walls (AREA)

Abstract

PURPOSE:To machine a setting bed-reinforcing plate easily and surely in correspondence with a connection angle in a site by forming a plurality of openings continuously at short intervals along the longitudinal direction on the central part widthwise of the setting bed-reinforcing plate. CONSTITUTION:A plurality of openings are formed continuously at short intervals along the central part in the direction of the width to manufacture a setting bed reinforcing plate 10 such as an iron plate, steel plate, etc. The setting bed reinforcing plate 10 is laid on a rafter, and it passes through a setting bed material 2 such as the rafter 3, thermal insulating material, soundproof material, fire-preventive material, etc., through fixed devices 12 such as screws, etc., and is fixed on a steel frame 1. After that, a front layer side setting bed material 4 is lapped over a surface material 5 on the setting bed reinforcing plate 10, and they are clamped to the setting bed reinforcing plate 10 through the fixed device 13 to form a connection. Bending stress is concentrated to the openings 11, so that bending work along the core of the ridge of the setting bed reinforcing member 10 is carried out easily and accurately without requiring any special equipment or skill.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、母屋は梁等の骨組み
を下地部材とする建築物の下り棟、谷や壁の入り隅、出
隅等の取り合い部構造に用いる下地補強プレート及びこ
れを使用した取り合い部構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base reinforcing plate used for a structure of a mating structure such as a descending ridge of a building, a trough or a wall entering corner, an exit corner, etc. The present invention relates to the used joint structure.

【0002】[0002]

【従来の技術とその解決すべき課題】台風による建築物
への被害が例年多数しているところから、屋根材の製造
販売を業とする出願人は独自に事故原因調査を実施し
た。その結果、少なくとも屋根材の飛散に関する事故に
おいては、一般平面と他の面とが合わさる部分、すなわ
ち下り棟等の取り合い部分における損傷が過半数を占め
ているとの調査結果を得た。そして、この取り合い部分
で前記事故が生じる要因として、以下に述べるような建
築物の構造上ないしは施工上の問題があることを確認し
た。
[Prior Art and Problems to be Solved] Since there are many damages to buildings due to typhoons every year, the applicant who manufactures and sells roofing materials conducted an independent investigation into the cause of the accident. As a result, at least in the case of an accident involving the scattering of roofing materials, it was found that the majority of the damage was in the area where the general plane and other surfaces meet, that is, in the mating area such as the down wing. Then, it was confirmed that there is a structural or construction problem of a building as described below as a factor causing the accident at the joint portion.

【0003】すなわち、これを図面に基づいて説明する
と、屋根構造としては例えば図8または図9に示したよ
うに建築物の母屋を構成する鉄骨1の上に下地材2を敷
設し、その上に軒棟方向に配置した垂木3の上にさらに
下地材4を介して屋根板等の表面材5を葺いた構造とな
っている。
That is, to explain this with reference to the drawings, as a roof structure, for example, as shown in FIG. 8 or FIG. 9, a base material 2 is laid on a steel frame 1 which constitutes a purlin of a building, In this structure, a roofing material 5 such as a roofing material is further placed on a rafter 3 arranged in the direction of the eaves via a base material 4.

【0004】このような構造において、下り棟に代表さ
れる取り合い部位は、一般面に対して大きな風圧力が作
用するところから、棟芯に沿って図10に示したように
下地となる鉄骨1上に長尺の鉄骨下地プレート6を固定
する必要があり、さもないと、その上に敷設、固定する
表面材5や下地材4のうち、鉄骨1上に位置するものを
除いて、その棟芯に臨む部分(図8に矢印aで示した部
分)が片持ち支持状態となって構造的に脆弱になってし
まうのである。
In such a structure, since a large wind pressure acts on a general surface of the connecting portion represented by the down wing, the steel frame 1 as a base is provided along the ridge core as shown in FIG. It is necessary to fix the long steel base plate 6 on the top, otherwise, except for the surface material 5 and the base material 4 to be laid and fixed on it, those which are located on the steel frame 1, The portion facing the core (the portion indicated by the arrow a in FIG. 8) is in a cantilevered supporting state and becomes structurally fragile.

【0005】しかしながら、このような補強のための鉄
骨下地プレート6を設けることは、この種のプレートが
鉄骨自体の構造計算上必要なものではなく、また屋根工
事で望まれるものでありながら建設の原価計算上は屋根
工事外となるため、建築会社によっては敬遠する向きが
あり、実施されないことが多いのが実情である。また、
鉄骨下地プレート6は、母屋等鉄骨工事の範疇に入るた
め、その上を担当する下地業者や板金業者が取り付ける
ことは加工設備等の技術的理由から困難であるし、また
現実にも行われていない。
However, the provision of the steel-frame base plate 6 for such reinforcement is not necessary for the structural calculation of the steel frame itself, and the construction of the steel-frame base plate 6 is desired for the roof construction. Since it is out of roof construction in terms of cost calculation, some building companies are shy to avoid it, and in most cases it is not implemented. Also,
Since the steel-frame base plate 6 falls within the scope of steel-frame work such as purlins, it is difficult for a base contractor or a sheet metal manufacturer who is in charge of it to attach it due to technical reasons such as processing equipment, and it is actually performed. Absent.

【0006】その一方、建築物への断熱、防音、防火
等、要求性能が高まる中にあって、当然屋根や壁の下地
構造には前記性能を有する下地材が採用されるため、図
9に示したような鉄骨下地材2と表面材5間の下地層は
40〜100mm以上へと厚肉、多層化してきている。鉄
骨1上に下地材2を貫通して上層側の各部材を固定する
固定具として、通常呼び径φ5のセルフドリルビス(ね
じ)を用いるが、ビス自体の作業性、固定力等の性能的
な関係から、固定ないし保持可能な下地材2の厚みは、
通常40mm程度が限度である。これを超える厚みの場
合、100mm以上の厚さに対応する仕様を含む呼び径φ
6のビスを用いるが、長尺固定具の使用は、現場での作
業性を著しく低下させるという不都合がある。そして、
下地材2自体の厚肉化は、その固定が不安定となりがち
であること、固定状態の確認が困難であること、著しく
は作為不作為にかかわらず固定不能となりがちであると
いう問題を生じる。これらの事情から、固定の確実性、
作業性を考慮した場合、下地層の厚さは50〜60mm程
度が実用上の上限とされるべきところ、実際には前述し
た理由から厚肉の下地材が使用される傾向があり、この
結果として固定が不確実となって災害時の事故原因とな
るのである。
On the other hand, as the required performances such as heat insulation, soundproofing, and fireproofing for buildings are increasing, the base material having the above performances is naturally used for the base structure of the roof or wall. The base layer between the steel frame base material 2 and the surface material 5 as shown has become thick and multi-layered to 40 to 100 mm or more. A self-drilling screw (screw) with a nominal diameter of φ5 is usually used as a fixture for fixing each member on the upper layer side through the base material 2 on the steel frame 1, but the workability of the screw itself, the fixing force, etc. From the relationship, the thickness of the base material 2 which can be fixed or held is
The limit is usually about 40 mm. If the thickness exceeds this, the nominal diameter φ including specifications corresponding to a thickness of 100 mm or more
Although the screw of No. 6 is used, the use of the long fixing tool has a disadvantage that workability at the site is significantly reduced. And
The thickening of the base material 2 itself causes problems that the fixing tends to be unstable, it is difficult to confirm the fixed state, and the fixing tends to become impossible irrespective of the improper operation. From these circumstances, fixed certainty,
In consideration of workability, the upper limit of the thickness of the underlayer should be about 50 to 60 mm for practical use, but in practice, a thick underlayer tends to be used for the reason described above. As a result, fixation becomes uncertain and causes an accident in the event of a disaster.

【0007】この発明は、このような従来の問題点を解
消することを目的としてなされたもので、特殊な設備や
技能を要することなく容易に取り合い部に適用でき、下
地層を確実に固定できる下地補強プレート及びこの下地
補強プレートを用いた取り合い部構造を提供するもので
ある。
The present invention has been made for the purpose of solving the above-mentioned conventional problems, and can be easily applied to the connecting portion without requiring special equipment or skill, and the underlayer can be reliably fixed. The present invention provides a base reinforcing plate and a joint structure using the base reinforcing plate.

【0008】[0008]

【課題を解決するための手段】前記した課題を解決する
ために、第1の発明は、下り棟等の取り合い部の下地構
造において最下層の下地材よりも外側に配される長尺な
下地補強プレートを、その幅方向中央部に長手方向に沿
って小間隔で連続的に複数の開口部を形成したものとす
る。
In order to solve the above-mentioned problems, the first invention is a long base material which is arranged outside the base material of the lowermost layer in the base structure of the connecting part such as a down ridge. It is assumed that the reinforcing plate has a plurality of openings continuously formed at small intervals along the longitudinal direction at the center in the width direction.

【0009】前記開口部は、そのプレート長手方向の端
部形状が外側向きに凸の山形に形成したものとすること
ができる。
The opening may be formed such that the end of the plate in the longitudinal direction of the plate has an outwardly convex mountain shape.

【0010】また、第2の発明は、鉄骨等の構造躯体上
に断熱材、防音材、防火材等の下地材を敷設し、幅方向
中央部に長手方向に沿って小間隔で連続的に複数の開口
部を形成した下地補強プレートを、前記下地材上に隣り
合う下地面よりなす角度に合わせて曲折して取り付けた
うえで前記構造躯体に固定し、前記下地補強プレート
に、表面材または支持部材、上層下地材等の取り合い部
を構成する上層部材を固定する。
A second aspect of the present invention is to lay a base material such as a heat insulating material, a soundproof material or a fireproof material on a structural body such as a steel frame, and continuously lay it at a small interval along the longitudinal direction at the center portion in the width direction. The base reinforcing plate having a plurality of openings formed thereon is bent and attached on the base material in accordance with an angle formed between adjacent base surfaces, and then fixed to the structural body, and the base reinforcing plate is provided with a surface material or The upper layer member that constitutes the mating portion such as the support member and the upper layer base material is fixed.

【0011】[0011]

【作用】上記下地補強プレートによれば、これを棟芯に
対応する中心線に沿って折り曲げるにあたり、複数の開
口部がプレートの幅方向中央部に長手方向に沿って小間
隔で連続的に設けてあるため、当該開口部に曲げ応力が
集中して容易に曲げ成型することができ、すなわち工場
設備を要することなく、取り合い部の角度に応じて現場
で容易に曲げ加工することができる。
According to the base reinforcing plate, when the base reinforcing plate is bent along the center line corresponding to the ridge core, a plurality of openings are continuously provided in the central portion in the width direction of the plate at small intervals along the longitudinal direction. Therefore, the bending stress concentrates on the opening, and the bending can be easily performed. That is, the bending can be easily performed on site according to the angle of the mating portion without the need for factory equipment.

【0012】また、下地補強プレートは前述のように簡
単な現場作業で取り付けることができ、換言すれば鉄骨
業者以外、例えば下地材施工業者や板金業者、大工等で
あっても取り付けが可能である。
Further, the base reinforcing plate can be attached by a simple on-site work as described above, in other words, it can be attached by a person other than a steel frame contractor, for example, a base material construction contractor, a sheet metal contractor, a carpenter or the like. .

【0013】さらに、このように下地補強プレートは単
純な構成からなるので安価に提供でき、輸送性、取り扱
い性にも優れる。
Further, since the base reinforcing plate has a simple structure as described above, it can be provided at low cost and is excellent in transportability and handleability.

【0014】一方、前述のようにして取り付けた下地補
強プレートに、表面材やその他取り合い部材を固定する
ことができるので、固定のために深層の鉄骨下地レベル
に依存する必要がなく、作業性及び固定の確実性を高め
ることができる。
On the other hand, since the surface material and other mating members can be fixed to the base reinforcing plate attached as described above, it is not necessary to depend on the deep steel frame base level for fixing, and workability and workability can be improved. The reliability of fixation can be increased.

【0015】従って、この下地補強プレート及びこれを
使用して構成した上記取り合い部構造によれば、取り合
い部における表面材やその他取り合い部用部材の固定強
度が向上するので、台風等の暴風による取り合い部の損
傷を確実に回避できる。
Therefore, according to the base reinforcing plate and the structure of the connecting portion constructed by using the base reinforcing plate, the fixing strength of the surface material and other members for the connecting portion at the connecting portion is improved, so that the mounting due to a storm such as a typhoon. It is possible to reliably avoid damage to the parts.

【0016】なお、下地補強プレートとして、開口部の
プレート長手方向の端部形状を外側向きに凸の山形に形
成したものとすることにより、当該山形の頂部により大
きく曲げ応力を集中させられるので、プレートの曲げセ
ンターが一層出しやすく、かつ作業性も向上する。
As the base reinforcing plate, the shape of the end portion of the opening in the plate longitudinal direction is formed in a convex chevron outward, so that the bending stress can be concentrated more on the crest of the chevron. The bending center of the plate is more easily exposed and workability is also improved.

【0017】[0017]

【実施例】以下、この発明の実施例を添付図面を参照し
ながら詳細に説明する。なお、図8〜図10と対応する
部位には同一の符号を付して示すことにする。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings. The parts corresponding to those in FIGS. 8 to 10 are designated by the same reference numerals.

【0018】図1〜図4にこの発明に係る下地補強プレ
ートの実施例を示す。この下地補強プレート10は、例
えば厚さ1.0〜2.3mm程度の鉄板、メッキ等の表面
処理鋼板、ステンレス鋼板等からなり、その幅方向中央
部に長手方向に沿って小間隔で連続的に複数の開口部1
1が形成されている。
1 to 4 show an embodiment of a base reinforcing plate according to the present invention. The base reinforcing plate 10 is made of, for example, an iron plate having a thickness of about 1.0 to 2.3 mm, a surface-treated steel plate such as plating, a stainless steel plate, or the like, and is continuously formed at a small interval along the longitudinal direction at the center portion in the width direction. Multiple openings in 1
1 is formed.

【0019】前記開口部11は、図1に示した円形や図
2に示した長手方向に沿った長円形の他、図3に示した
ように長手方向の両端部を外側に凸の山形に形成したも
のなど、各種の形状が適用可能である。
In addition to the circular shape shown in FIG. 1 and the oval shape along the longitudinal direction shown in FIG. 2, the opening 11 has a chevron shape in which both ends in the longitudinal direction are convex outward as shown in FIG. Various shapes such as formed ones are applicable.

【0020】これら開口部11は、工場プレスや工場ベ
ンダー等鉄骨業者の手によることなく、大工や板金業者
等の手により現場作業として下地面角度に調整できるよ
うにするためのものである。すなわち、プレート10を
棟芯に沿って曲げようとすると、開口部11に曲げ応力
が集中することから、図4に示したように、この曲げ作
業を容易に、かつ正確に行うことが可能となる。
These openings 11 are provided to allow the carpenter or sheet metal trader to manually adjust the angle of the ground plane as a site work without the need for a steel frame trader such as a factory press or a factory bender. That is, when the plate 10 is bent along the ridge core, bending stress concentrates on the opening 11, so that the bending work can be performed easily and accurately as shown in FIG. Become.

【0021】特に、図3に示した開口部形状のものにあ
っては、開口部11の山形形状の頂点の部分に応力が大
きく集中するため、曲げ作業に要する労力がさらに減少
し、しかも曲げ位置の精度も向上する。
Particularly, in the case of the opening shape shown in FIG. 3, since the stress is largely concentrated on the peak-shaped portion of the opening 11, the labor required for the bending work is further reduced, and the bending work is further suppressed. Position accuracy is also improved.

【0022】図5〜図7は、このような下地補強プレー
ト10を使用した取り合い部構造を鉄骨1等からなる構
造躯体上に構成した例を示したものである。
FIG. 5 to FIG. 7 show an example in which a connecting portion structure using such a base reinforcing plate 10 is formed on a structural frame made of steel frame 1 or the like.

【0023】下地プレート10は、図7に示したよう
に、垂木3とその上に敷設される下地材(上層部材)4
との間に位置するように、あらかじめ前述した要領でこ
の取り合い部分の角度に合わせて曲げ加工したうえで設
けられ、ビス等の固定具12を介して下層の垂木3及び
下地材2を貫通して鉄骨1上に固定される図5または図
6は、このようにして下地補強プレート10を固定した
うえで下地材4を敷設した状態を示している。そして、
垂木3及び下地補強プレート10上に表層側の下地材4
を、さらにその上から屋根板等の表面材5をそれぞれ敷
設したうえで、これらを固定具13を介して下地補強プ
レート10に締着することにより、取り合い部構造とし
ては完結する。
The base plate 10 is, as shown in FIG. 7, a rafter 3 and a base material (upper layer member) 4 laid thereon.
It is provided after being bent according to the angle of this joint portion in advance as described above so as to be located between the rafter 3 and the lower rafter 3 and the base material 2 through the fixing tool 12 such as a screw. 5 or 6 in which the base reinforcing plate 10 is fixed on the steel frame 1 in this manner, the base material 4 is laid on the base reinforcing plate 10 thus fixed. And
Base material 4 on the surface layer on the rafter 3 and the base reinforcing plate 10
Further, by laying a surface material 5 such as a roof plate from above, and fastening these to the base reinforcing plate 10 via the fixtures 13, the joint portion structure is completed.

【0024】なお、鉄骨1等からなる構造躯体上に敷設
される下地材2ないし4としては、ALC板、木質系セ
メント板、ガラス繊維板、ロックウール板、ウレタン等
の樹脂発泡板、及びそれらの複合板であって、断熱、防
音、防火等の目的及び単に野地としての目的で使用され
るものである。
As the base materials 2 to 4 laid on the structural body made of the steel frame 1 etc., ALC boards, wood cement boards, glass fiber boards, rock wool boards, resin foam boards such as urethane, and the like. And is used for the purpose of heat insulation, soundproofing, fireproofing, and simply as a field.

【0025】このような取り合い部構造によれば、図5
または図6に示したように、棟芯に沿って取り合い部に
下地補強プレート10が伸びているため、この部分にて
下地材4及び表面材5(図7参照)の取り合い部を構成
する端部が裏面側から支持され、片持状態となることが
ない。また、下地材2または下地材4と表面材5はそれ
ぞれ鉄骨1または下地補強プレート10上にそれほど長
くない固定具12,13を介して確実に固定される。し
たがって、この取り合い部には、台風等の強風雨に対抗
するに十分な強度が確保される。
According to such an interface structure, as shown in FIG.
Alternatively, as shown in FIG. 6, since the base reinforcing plate 10 extends along the building core at the connecting portion, the end forming the connecting portion of the base material 4 and the surface material 5 (see FIG. 7) at this portion. The part is supported from the back surface side and is not in a cantilever state. Further, the base material 2 or the base material 4 and the surface material 5 are securely fixed to the steel frame 1 or the base reinforcing plate 10 via fixing tools 12 and 13 which are not so long. Therefore, sufficient strength is ensured in this mating portion to withstand strong wind and rain such as typhoons.

【0026】なお、図7の実施例では鉄骨工事における
鉄骨下地プレート6(図10参照)は設けていないが、
これはこの種の下地プレート6は屋根構造として所望さ
れるものではあるが、必ずしも設けられるとは限らない
からである。ただし、鉄骨下地プレート6を設ける場合
にあっても、このプレート6に厚肉の下地材2を介して
下地補強プレート10を固定する作業は、両者が同一芯
上にあって、共に幅広であるため固定の確実性について
の影響はなく、作業性の面で不都合を生じるようなこと
もない。
Although the steel base plate 6 (see FIG. 10) in the steel frame construction is not provided in the embodiment of FIG. 7,
This is because this type of base plate 6 is desired as a roof structure, but is not always provided. However, even when the steel frame base plate 6 is provided, the work of fixing the base reinforcing plate 10 to the plate 6 via the thick base material 2 is wide on both sides because they are on the same core. Therefore, there is no influence on the reliability of fixing, and there is no problem in terms of workability.

【0027】[0027]

【発明の効果】以上の説明から明らかなように、第1の
発明としての下地補強プレートは、その幅方向中央部に
長手方向に沿って小間隔で連続的に複数の開口部を形成
したものとしたので、これを工場設備を要することなく
取り合い部の角度に応じて現場で容易に曲げ加工でき、
その取付も鉄骨業の専門業者でなくとも容易に行うこと
ができる。
As is apparent from the above description, the base reinforcing plate according to the first aspect of the present invention has a plurality of openings continuously formed at small intervals along the longitudinal direction at the center portion in the width direction. Therefore, it can be easily bent at the site according to the angle of the connecting part without requiring factory equipment.
It can be easily installed even if it is not a specialist in the steel industry.

【0028】また、この下地補強プレートは単純な構成
からなるので安価に提供でき、輸送性、取り扱い性にも
優れる。
Further, since the base reinforcing plate has a simple structure, it can be provided at a low cost and is excellent in transportability and handleability.

【0029】さらに、この下地補強プレートには、表面
材やその他取り合い部材を固定することができるので、
これらの固定のために深層の鉄骨下地レベルに依存する
必要がなく、作業性及び固定の確実性を高めることがで
きる。
Furthermore, since a surface material and other connecting members can be fixed to this base reinforcing plate,
It is not necessary to rely on the deep steel foundation level for these fixations, and workability and reliability of fixation can be improved.

【0030】一方、下地補強プレートとして、開口部の
プレート長手方向の端部形状を外側向きに凸の山形に形
成したものとすることにより、当該山形の頂部により大
きく曲げ応力を集中させられるので、プレートの曲げセ
ンターが一層出しやすく、かつ作業性も向上するという
効果が得られる。
On the other hand, when the end portion shape of the opening in the plate longitudinal direction is formed as a convex mountain shape outwardly as the base reinforcing plate, bending stress can be concentrated more on the top of the mountain shape. It is possible to obtain the effect that the bending center of the plate is more easily exposed and the workability is improved.

【0031】また、第2の発明としての取り合い部構造
は、鉄骨等の構造躯体上に断熱材、防音材、防火材等の
下地材を敷設し、この下地材上に前記下地補強プレート
を隣り合う下地面よりなす角度に合わせて曲折して取り
付けたうえで前記構造躯体に固定し、前記下地補強プレ
ートに、表面材または支持部材、上層下地材等の取り合
い部を構成する上層部材を固定したことにより、前記下
地補強プレートの効果に基づき、取り合い部における表
面材やその他取り合い部用部材の固定部分にて十分な強
度が発揮されるので、台風等の暴風による取り合い部の
損傷を確実に回避できるという効果が得られる。
Further, according to the second aspect of the present invention, there is provided a structure of a connecting portion in which a base material such as a heat insulating material, a soundproof material, a fireproof material is laid on a structural body such as a steel frame, and the base reinforcing plate is adjacent to the base material. After being bent and attached according to the angle formed by the mating base surface, it was fixed to the structural frame, and the base reinforcing plate was fixed to an upper layer member that constitutes a mating portion such as a surface material or a supporting member and an upper layer base material. As a result, based on the effect of the base reinforcement plate, sufficient strength is exerted at the fixed part of the surface material and other members for the connecting part at the connecting part, so it is possible to reliably avoid damage to the connecting part due to storms such as typhoons. The effect of being able to be obtained is obtained.

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

【図1】この発明に係る下地補強プレートの第1の実施
例の一部平面図。
FIG. 1 is a partial plan view of a first embodiment of a base reinforcing plate according to the present invention.

【図2】この発明に係る下地補強プレートの第2の実施
例の一部平面図。
FIG. 2 is a partial plan view of a second embodiment of a base reinforcing plate according to the present invention.

【図3】この発明に係る下地補強プレートの第3の実施
例の一部平面図。
FIG. 3 is a partial plan view of a third embodiment of a base reinforcing plate according to the present invention.

【図4】図3に示した下地補強プレートの加工状態を示
す要部斜視図。
FIG. 4 is a perspective view of a main portion showing a processed state of the base reinforcing plate shown in FIG.

【図5】この発明に係る取り合い部構造の外観を示す要
部平面図。
FIG. 5 is a plan view of a main portion showing the outer appearance of the connecting portion structure according to the present invention.

【図6】同じく取り合い部構造の概略構造を示す要部平
面図。
FIG. 6 is a plan view of an essential part showing the schematic structure of the mating part structure.

【図7】図6のA−A断面図。7 is a cross-sectional view taken along the line AA of FIG.

【図8】従来の取り合い部構造の概略構造を示す要部平
面図。
FIG. 8 is a plan view of an essential part showing a schematic structure of a conventional mating part structure.

【図9】同じく棟芯方向から見た断面図。FIG. 9 is a sectional view of the same as seen from the ridgeline direction.

【図10】従来の取り合い部構造の他の例の棟芯方向か
ら見た断面図。
FIG. 10 is a cross-sectional view of another example of the conventional mating portion structure as viewed from the ridgeline direction.

【符号の説明】[Explanation of symbols]

1 鉄骨 2 下地材 3 垂木 4 下地材(上層部材) 5 表面材 10 下地補強プレート 11 開口部 1 Steel frame 2 Base material 3 Rafter 4 Base material (upper layer member) 5 Surface material 10 Base reinforcing plate 11 Opening

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年2月8日[Submission date] February 8, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】全図[Correction target item name] All drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図1】 [Figure 1]

【図2】 [Fig. 2]

【図3】 [Figure 3]

【図4】 [Figure 4]

【図5】 [Figure 5]

【図6】 [Figure 6]

【図7】 [Figure 7]

【図8】 [Figure 8]

【図9】 [Figure 9]

【図10】 [Figure 10]

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】下り棟等の取り合い部の下地構造において
最下層の下地材よりも外側に配される長尺な下地補強プ
レートであって、 その幅方向中央部に長手方向に沿って小間隔で連続的に
複数の開口部が形成されていることを特徴とする建築物
の取り合い部用下地補強プレート。
1. A long base reinforcing plate which is arranged outside a lowermost base material in a base structure of a connecting portion such as a down wing, and has a small interval along the longitudinal direction at the center portion in the width direction. A plurality of openings are continuously formed in the base reinforcement plate for a building joint.
【請求項2】前記開口部は、そのプレート長手方向の端
部形状が外側向きに凸の山形に形成されていることを特
徴とする請求項1に記載の建築物の取り合い部用下地補
強プレート。
2. The base reinforcing plate for a connecting portion of a building according to claim 1, wherein the opening has an end shape in the plate longitudinal direction which is formed in a mountain shape convex outward. .
【請求項3】鉄骨等の構造躯体上に断熱材、防音材、防
火材等の下地材を敷設し、 幅方向中央部に長手方向に沿って小間隔で連続的に複数
の開口部を形成した下地補強プレートを、前記下地材上
に隣り合う下地面よりなす角度に合わせて曲折して取り
付けたうえで前記構造躯体に固定し、 前記下地補強プレートに、表面材または支持部材、上層
下地材等の取り合い部を構成する上層部材を固定したこ
とを特徴とする建築物の取り合い部構造。
3. A base material such as a heat insulating material, a soundproof material, and a fireproof material is laid on a structural body such as a steel frame, and a plurality of openings are continuously formed at a small interval along the longitudinal direction at the center in the width direction. The base reinforcing plate is bent and attached on the base material according to an angle formed by the adjacent base surfaces, and then fixed to the structural body, and the base reinforcing plate is provided with a surface material or a supporting member, and an upper base material. The structure of the construction part of the building, characterized in that the upper layer member constituting the part of the construction part is fixed.
JP5346819A 1993-12-27 1993-12-27 Underground reinforcement plate for connecting part of building and connecting part structure using this underground reinforcing plate Expired - Fee Related JP2620195B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5346819A JP2620195B2 (en) 1993-12-27 1993-12-27 Underground reinforcement plate for connecting part of building and connecting part structure using this underground reinforcing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5346819A JP2620195B2 (en) 1993-12-27 1993-12-27 Underground reinforcement plate for connecting part of building and connecting part structure using this underground reinforcing plate

Publications (2)

Publication Number Publication Date
JPH07189434A true JPH07189434A (en) 1995-07-28
JP2620195B2 JP2620195B2 (en) 1997-06-11

Family

ID=18386026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5346819A Expired - Fee Related JP2620195B2 (en) 1993-12-27 1993-12-27 Underground reinforcement plate for connecting part of building and connecting part structure using this underground reinforcing plate

Country Status (1)

Country Link
JP (1) JP2620195B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58126044A (en) * 1982-01-21 1983-07-27 Toyoda Mach Works Ltd Monitoring device for unbalance vibration of main shaft
JPS62112156A (en) * 1985-11-11 1987-05-23 Konishiroku Photo Ind Co Ltd Treatment of silver halide color photographic sensitive material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58126044A (en) * 1982-01-21 1983-07-27 Toyoda Mach Works Ltd Monitoring device for unbalance vibration of main shaft
JPS62112156A (en) * 1985-11-11 1987-05-23 Konishiroku Photo Ind Co Ltd Treatment of silver halide color photographic sensitive material

Also Published As

Publication number Publication date
JP2620195B2 (en) 1997-06-11

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