JPH09158385A - Connection member and connection structure and connection method using the connection member - Google Patents
Connection member and connection structure and connection method using the connection memberInfo
- Publication number
- JPH09158385A JPH09158385A JP7318382A JP31838295A JPH09158385A JP H09158385 A JPH09158385 A JP H09158385A JP 7318382 A JP7318382 A JP 7318382A JP 31838295 A JP31838295 A JP 31838295A JP H09158385 A JPH09158385 A JP H09158385A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- girder
- core material
- joining member
- joining
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
- E04B7/045—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls with connectors made of sheet metal for connecting the roof structure to the supporting wall
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、屋根部を支える壁
部または梁と屋根部との間に配置される接合部材、なら
びにそれを用いた屋根部と壁部または梁との接合構造お
よび接合方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining member arranged between a roof portion and a wall portion or beam supporting a roof portion, and a joining structure and joining between the roof portion and the wall portion or beam using the joining member. Regarding the method.
【０００２】[0002]
【関連技術および発明が解決しようとする課題】従来、
傾斜をもつ屋根部を支え、その傾斜方向と交差する壁部
または梁の上部には木製の結合桁が用いられ、このよう
な場合には、屋根部と壁部または梁とを結合させるため
に、別部材である緊結金物を用いる必要があった。ま
た、梁の上部に設置される結合桁の場合には、この緊結
金物は、結合桁を両側から押さえ、その上部の屋根部が
上部から圧迫する状態になるように作用して、結合桁を
梁上に固定する役割のためにも必要であった。[Related Art and Problems to be Solved by the Invention]
A wooden connecting girder is used for the upper part of the wall or beam that supports the inclined roof and intersects with the direction of inclination.In such a case, in order to connect the roof and the wall or beam, It was necessary to use a separate binding material. Also, in the case of a joint girder installed on the upper part of the beam, this binding object presses the joint girder from both sides and acts so that the roof part above it is pressed from the top, It was also necessary for the role of fixing on the beam.
【０００３】また、従来の結合桁は、木製であるため、
乾燥等による形状の経時変化が生じることがあり、それ
を用いた構造全体に影響を及ぼすことがあった。Further, since the conventional connecting girder is made of wood,
The shape may change with time due to drying or the like, which may affect the entire structure using the shape.
【０００４】さらに、従来の結合桁は、木製であるた
め、様々な付属部材を十分な強度をもって結合桁に取り
付けることは容易には行えなかった。Further, since the conventional connecting girder is made of wood, it is not easy to attach various accessory members to the connecting girder with sufficient strength.
【０００５】本発明は、上記のような問題点を解決する
ためになされたものであって、その目的とするところ
は、特別な部材を必要とすることなく、壁部または梁部
に固定することができ、屋根部と壁部または梁とを結合
させるために、別部材である緊結金物を必要としない結
合桁の機能を有する屋根部と壁部または梁との接合部材
を提供することにある。The present invention has been made in order to solve the above problems, and the purpose thereof is to fix it to a wall portion or a beam portion without requiring a special member. It is possible to provide a joint member for a roof portion and a wall portion or a beam, which has the function of a joint girder that does not require a separate binding material for joining the roof portion and the wall portion or the beam. is there.
【０００６】また、本発明の他の目的は、乾燥等による
形状の経時変化によって、それを用いた構造全体に影響
を及ぼすことがない結合桁の機能を有する屋根部と壁部
または梁との接合部材を提供することにある。Another object of the present invention is to provide a roof portion and a wall portion or a beam having a function of a connecting girder that does not affect the entire structure using the shape due to a change in shape with time due to drying or the like. To provide a joining member.
【０００７】そして、本発明のもう一つの目的は、様々
な付属部材を十分な強度をもって容易に取り付けること
ができる結合桁の機能を有する屋根部と壁部または梁と
の接合部材を提供することにある。Another object of the present invention is to provide a joint member between a roof portion and a wall portion or a beam having a function of a connecting girder capable of easily attaching various attachment members with sufficient strength. It is in.
【０００８】[0008]
【課題を解決するための手段】以下、本欄においては、
上記目的を達成するための手段を、本願の各請求項の各
構成要件に対して、本願の実施の形態の符号を対応させ
て説明する。[Means for Solving the Problems] In this section,
Means for achieving the above object will be described by associating reference numerals of the embodiments of the present application with respective constituent elements of the claims of the present application.
【０００９】請求項１に記載の発明に係る接合部材は、
屋根傾斜方向に沿って伸びる屋根芯材３６と壁部２６ま
たは梁４６とを結合させる結合桁１０と、前記屋根芯材
と前記結合桁とを緊結し、前記屋根芯材を含んで構成さ
れる屋根部３４の吹き上げを防止する吹き上げ防止部材
５８と、を有する金属製の接合部材であって、前記結合
桁は、前記壁部または前記梁に載置される載置面８４を
有する載置部１２と、前記壁部または前記梁に取り付け
られる第１取付部１４と、前記屋根部の前記屋根芯材が
載置される傾斜面９２を有する傾斜部１６と、前記吹き
上げ防止部材が係合される被係合部８０と、を有し、前
記吹き上げ防止部材は、前記屋根芯材に取り付けられる
第２取付部６２と、前記結合桁の前記被係合部に係合さ
れる係合部６０と、を有することを特徴とする。The joining member according to the first aspect of the invention is
A joint girder 10 that joins the roof core 36 and the wall portion 26 or the beam 46 extending along the roof inclination direction, and the roof core and the joint girder are tightly bonded to each other, and the roof core is included. A metal joining member having a blow-up prevention member 58 for preventing blow-up of the roof portion 34, wherein the coupling girder has a placing surface 84 placed on the wall portion or the beam. 12, the first attaching portion 14 attached to the wall portion or the beam, the inclined portion 16 having the inclined surface 92 on which the roof core material of the roof portion is placed, and the blow-up prevention member are engaged. The blow-up prevention member includes a second attachment portion 62 attached to the roof core member, and an engagement portion 60 engaged with the engaged portion of the coupling girder. And are included.
【００１０】ここで、前記屋根芯材は、壁部または梁と
交差し、壁部または梁によって支持される屋根用芯材を
意味し、例えば、パネル工法にあっては屋根パネルの一
構成要素である縦方向の芯材であり、在来工法にあって
は垂木である。また、前記梁は、屋根用芯材を受ける鋼
製または木製の桁を意味し、パネル工法にあっては屋根
梁であり、在来工法にあっては母屋桁、軒桁、および棟
木である。Here, the roof core material means a roof core material that intersects with the wall portion or the beam and is supported by the wall portion or the beam. For example, in the panel construction method, one component of the roof panel. It is a vertical core material and is a rafter in the conventional construction method. Further, the beam means a steel or wooden girder that receives a roof core material, and is a roof girder in the panel construction method, and a purlin girder, eaves girder, and purlin in the conventional construction method. .
【００１１】また、前記屋根部は、例えば、パネル工法
においては、屋根芯材と面材とを含んで構成される屋根
パネルを意味し、在来工法においては、垂木と屋根板を
含んで構成される部分を意味する。Further, the roof portion means, for example, a roof panel including a roof core material and a face material in the panel construction method, and includes a rafter and a roof plate in the conventional construction method. Means the part that is marked.
【００１２】請求項１に記載の発明に係る接合部材によ
れば、その結合桁の載置部を壁部または梁に載置し、第
１取付部をその壁部または梁に取り付けることによっ
て、壁部または梁に固定でき、そして、傾斜部に屋根傾
斜方向に沿って伸びる屋根芯材を載置し、吹き上げ防止
部材によって屋根部を結合桁に緊結することができる。
したがって、この接合部材の壁部または梁への固定は、
特別な部材を必要とすることなく、単に取り付け部を釘
等によって壁部または梁に固定することによって行うこ
とができる。また、この結合桁は金属製であるため、木
製の結合桁の場合のように、乾燥等による形状の経時変
化がなく、それを用いた構造全体に形状変化による影響
を及ぼすこともない。さらに、本発明の結合桁は金属製
であるため、吹き上げ防止部材を含む様々な付属部材を
十分な強度をもって結合桁に容易に取り付けることがで
きる。According to the joining member of the first aspect of the present invention, the mounting portion of the coupling girder is mounted on the wall portion or the beam, and the first mounting portion is mounted on the wall portion or the beam. A roof core member that can be fixed to a wall portion or a beam and that extends along the roof inclination direction can be placed on the inclined portion, and the roof portion can be tightly connected to the connecting girder by the blow-up prevention member.
Therefore, the fixing of this joining member to the wall or beam is
It can be done by simply fixing the attachment to the wall or beam with nails or the like, without the need for special members. Further, since this connecting girder is made of metal, there is no change with time in shape due to drying or the like, as in the case of a wooden connecting girder, and the entire structure using it is not affected by the change in shape. Further, since the connecting girder of the present invention is made of metal, various attachment members including the blow-up preventing member can be easily attached to the connecting girder with sufficient strength.
【００１３】請求項２は、請求項１に記載の発明に係る
接合部材において、前記結合桁は、前記傾斜部の前記傾
斜面より上方に突出し、前記屋根部をその傾斜方向の所
定位置に規定するストッパ部５４を一体的に有すること
を特徴とする接合部材の発明を定義している。According to a second aspect of the present invention, in the joining member according to the first aspect of the present invention, the coupling girder projects above the inclined surface of the inclined portion, and the roof portion is defined at a predetermined position in the inclined direction. The invention defines a joining member characterized by integrally having a stopper portion 54 that operates.
【００１４】ここにおいて、ストッパ部を一体的に有す
るとは、釘等や溶接等によってストッパ部と結合桁とを
一体化することを意味する。Here, having the stopper portion integrally means that the stopper portion and the connecting girder are integrated by nails or welding.
【００１５】請求項２に記載の発明によれば、ストッパ
部は、結合桁に一体的に固定され、その一部が傾斜部の
傾斜面の上方に突出しており、屋根部を結合桁上に設置
した際、この突出した部分が、屋根部の傾斜方向と直交
し屋根部の下面側に位置する係合部材または横芯材の屋
根傾斜方向の下方の側面を支持し、屋根部のその傾斜方
向の位置を規定する。これによって、屋根部を屋根傾斜
方向の所定位置となるように結合桁上に容易に載置する
ことができるとともに、屋根部は屋根傾斜方向への移動
に対して固定される。According to the second aspect of the present invention, the stopper portion is integrally fixed to the joint girder, and a part of the stopper portion projects above the inclined surface of the inclined portion, so that the roof portion is above the joint girder. When installed, this projecting part supports the lower side surface of the engaging member or the horizontal core material which is orthogonal to the inclination direction of the roof portion on the lower surface side of the roof portion in the roof inclination direction, and the inclination of the roof portion. Specifies the directional position. As a result, the roof portion can be easily placed on the joint girder so as to be at a predetermined position in the roof inclination direction, and the roof portion is fixed against movement in the roof inclination direction.
【００１６】請求項３は、請求項１または請求項２のい
ずれかに記載の発明に係る接合部材において、前記結合
桁は、前記屋根部の前記屋根芯材に固定される固定部５
６を一体的に有することを特徴とする接合部材の発明を
定義している。A third aspect of the present invention is the joint member according to the first or second aspect of the present invention, wherein the connecting girder is fixed to the roof core material of the roof portion.
6 defines the invention of a joining member characterized by having 6 integrally.
【００１７】請求項３の発明によれば、その結合桁は、
固定部を一体的に有しており、すなわち、釘等や溶接等
によって固定部と結合桁とが一体化されており、さら
に、その固定部は、屋根部の芯材にも固定できるように
なっている。したがって、この固定部によって、屋根部
をいずれの方向にも移動できないように固定することが
でき、屋根部の横ずれも防止することができる。According to the invention of claim 3, the connecting digit is
The fixing part is integrally provided, that is, the fixing part and the connecting girder are integrated by nails or welding, and the fixing part can be fixed to the core material of the roof part. Has become. Therefore, by this fixing portion, the roof portion can be fixed so as not to move in any direction, and the lateral displacement of the roof portion can be prevented.
【００１８】請求項４は、請求項１ないし請求項３のい
ずれかに記載の発明に係る接合部材において、前記結合
桁は、前記傾斜部の傾斜面に貼付され前記屋根部の前記
屋根芯材との間の軋みや滑りを防止する滑り防止シート
を有することを特徴とする接合部材の発明を定義してい
る。According to a fourth aspect of the present invention, in the joining member according to any one of the first to third aspects, the joint girder is attached to an inclined surface of the inclined portion and the roof core material of the roof portion. The invention defines a joint member characterized in that it has an anti-slip sheet for preventing creaking and slipping between and.
【００１９】請求項４に記載の発明によれば、傾斜部に
は屋根芯材との間の軋みや滑りを防止する滑り防止シー
トが貼付される。したがって、屋根部の取付の際に屋根
部が滑り落ちたりする可能性を減少させることができる
とともに、屋根部取付後の屋根の軋み音等を減少させる
ことができる。According to the fourth aspect of the invention, an anti-slip sheet for preventing squeaking and slippage with the roof core material is attached to the inclined portion. Therefore, it is possible to reduce the possibility that the roof part will slide down when the roof part is attached, and reduce the squeaking noise of the roof after the roof part is attached.
【００２０】請求項５は、請求項１ないし請求項４のい
ずれかに記載の発明に係る接合部材において、前記結合
桁は、長手方向の少なくとも一端に他の結合桁を連結さ
せる長手方向連結部９８を有することを特徴とする接合
部材の発明を定義している。According to a fifth aspect of the present invention, in the joining member according to any one of the first to fourth aspects, the connecting girder has a longitudinal connecting portion for connecting another connecting girder to at least one end in the longitudinal direction. It defines an invention of a joining member characterized by having 98.
【００２１】請求項５に記載の発明によれば、長手方向
の両端部に設けられた長手方向連結部を、隣り合う結合
桁にまたがって、それぞれにネジ等によって取り付け
て、隣接する結合桁同士を接合することができる。これ
によって、結合桁を連結し、全体として様々な長さの結
合桁を得ることができるため、最小限の種類の結合桁を
用意しておくことによって、必要とする様々な長さに容
易に対応することができる。According to the fifth aspect of the present invention, the longitudinal connecting portions provided at both ends in the longitudinal direction are attached to the adjacent connecting girders by screws or the like so as to extend over the adjacent connecting girders. Can be joined. As a result, it is possible to connect the connecting girders and obtain the connecting girders of various lengths as a whole. Therefore, by preparing the minimum number of kinds of connecting girders, it is easy to obtain the various lengths required. Can respond.
【００２２】請求項６に記載の発明に係る屋根芯材と壁
部または梁との接合構造は、屋根芯材３６と、前記屋根
芯材を支える壁部２６または梁４６と、前記屋根芯材と
前記壁部または梁とを接合する請求項１ないし請求項５
のいずれかに記載の接合部材と、を有することを特徴と
する。According to a sixth aspect of the present invention, there is provided a joint structure between a roof core material and a wall portion or a beam, wherein a roof core material 36, a wall portion 26 or a beam 46 supporting the roof core material, and the roof core material. And the wall portion or the beam are joined to each other.
And the joining member according to any one of 1.
【００２３】請求項６に記載の発明に係る接合構造によ
れば、前記各請求項に記載の発明について記した作用効
果を有する接合構造を得ることができるとともに、結合
桁を含めて金属製の接合部材を用いているため、木製の
場合のように乾燥等による形状変化による影響のない接
合構造を得ることができる。According to the joint structure according to the invention described in claim 6, it is possible to obtain a joint structure having the action and effect described in the invention according to each of the claims, and at the same time, the joint structure is made of metal. Since the joining member is used, it is possible to obtain a joining structure that is not affected by the shape change due to drying or the like as in the case of wood.
【００２４】請求項７の記載の発明に係る接合方法は、
屋根芯材３６と、接合部材を介してそれを支持する壁部
２６または梁４６との接合方法であって、前記壁部また
は前記梁の上部に請求項１ないし請求項５のいずれかに
記載の接合部材を固定する工程と、前記接合部材の結合
桁１０の傾斜部１６上に前記屋根芯材を載置する工程
と、前記屋根芯材と前記接合部材とを、前記接合部材の
吹き上げ防止部材５８によって緊結する工程と、を有す
ることを特徴とする。The joining method according to the invention of claim 7 is
A method for joining a roof core 36 and a wall portion 26 or a beam 46 that supports the roof core material 36 through a joining member, wherein the wall portion or the upper portion of the beam is provided with any one of claims 1 to 5. Fixing the joining member, the step of placing the roof core material on the inclined portion 16 of the joint girder 10 of the joining member, and the roof core material and the joining member being prevented from blowing up the joining member. And a step of tightly binding with the member 58.
【００２５】請求項７に記載の発明に係る接合構造によ
れば、前記各請求項について記した作用効果を有する接
合方法を得ることができるとともに、その接合方法に用
いられる接合部材が第１取付部を有しているため、壁部
または梁の上部へのその固定工程を効率化できる。According to the joint structure of the invention described in claim 7, it is possible to obtain a joining method having the effects described in each of the claims, and the joining member used in the joining method is the first attachment. Since it has a part, the fixing process to the wall part or the upper part of the beam can be made efficient.
【００２６】請求項８に記載の発明に係る接合方法は、
屋根芯材３６と屋根材４４とを含んで構成される屋根パ
ネル４２と、接合部材を介してそれを支持する壁部２６
または梁４６との接合方法であって、前記壁部または前
記梁の上部に請求項１ないし請求項５のいずれかに記載
の接合部材を固定する工程と、前記屋根パネルを、前記
結合桁のストッパ部５４によって屋根傾斜方向の所定位
置に位置決めされた状態で、前記接合部材の傾斜部１６
上に設置する工程と、前記屋根芯材と前記接合部材と
を、前記接合部材の吹き上げ防止部材５８によって緊結
する工程と、を有することを特徴とする。The bonding method according to the invention of claim 8 is
A roof panel 42 including a roof core material 36 and a roof material 44, and a wall portion 26 supporting the roof panel 42 via a joining member.
Alternatively, a method of joining with the beam 46, the step of fixing the joining member according to any one of claims 1 to 5 to the wall portion or the upper portion of the beam, and the roof panel with the joining girder. The inclined portion 16 of the joining member is positioned in a predetermined position in the roof inclination direction by the stopper portion 54.
And a step of tightly connecting the roof core member and the joining member with the blow-up prevention member 58 of the joining member.
【００２７】請求項８に記載の発明によれば、屋根パネ
ルの設置工程において、ストッパ部が屋根パネルに係合
することによって、屋根パネルの屋根傾斜方向の位置が
規定されるため、屋根パネルの屋根傾斜方向への位置決
めを効率化することができる。According to the eighth aspect of the invention, in the step of installing the roof panel, the stopper portion engages with the roof panel to define the position of the roof panel in the roof inclination direction. Positioning in the roof inclination direction can be made efficient.
【００２８】[0028]
【発明の実施の形態】以下、本発明の好適な実施例につ
いて、図面を参照しながら詳細に説明する。図２は、本
実施例の結合桁１０を用いた構造の一例を示す分解斜視
図である。同図には、結合桁１０が、複数の壁パネル３
２を含んで構成される壁部２６上に設置された例が示さ
れている。結合桁１０の上部には、この図には壁部２６
から離して描いてあるが、傾斜を持つ屋根部３４が位置
して、屋根部３４の傾斜方向に伸びる屋根芯材３６が、
結合桁１０上に載置された状態となる。なお、壁部２６
は屋根部３４の傾斜方向と交差する位置関係にある。DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 2 is an exploded perspective view showing an example of a structure using the connecting girder 10 of this embodiment. In the same figure, the connecting girder 10 has a plurality of wall panels 3.
The example installed on the wall part 26 comprised by 2 is shown. At the top of the coupling girder 10, the wall 26 is shown in this figure.
Although the roof portion 34 having an inclination is located, the roof core material 36 extending in the inclination direction of the roof portion 34 is
It is in a state of being placed on the connecting girder 10. The wall 26
Are in a positional relationship that intersects with the inclination direction of the roof portion 34.
【００２９】図３および図４は、このような結合桁１０
が一般的な家屋で使用される箇所を示す斜視図および平
面図である。図３に示すように、結合桁１０は、傾斜を
有する屋根部（図示せず）の傾斜方向と壁部２６または
梁４６とが交差する場合に、壁部２６または梁４６の上
部に用いられる。また、図４は、図３とは異なる家屋に
おいて、屋根部３４の屋根芯材３６を支持する構造の配
置を、平面図として示している。この図に示す家屋周辺
部においては、主として壁部２６が屋根部３４を支持
し、それ以外の部分においては主として梁４６が屋根部
３４を支持している。また、太い実線で示してある部分
に、結合桁１０が配置される。なお、太い実線の間に白
抜きの部分があるのは、屋根部３４を支持する壁部２６
または梁４６と他の部材例えば梁４６、屋切りパネル７
６との接合部材を兼ねる結合桁１０が使用される部分を
示している。FIGS. 3 and 4 show such a connecting girder 10.
FIG. 3 is a perspective view and a plan view showing a portion used in a general house. As shown in FIG. 3, the connecting girder 10 is used on the upper portion of the wall portion 26 or the beam 46 when the inclination direction of the inclined roof portion (not shown) and the wall portion 26 or the beam 46 intersect. . In addition, FIG. 4 shows, as a plan view, an arrangement of a structure for supporting the roof core material 36 of the roof portion 34 in a house different from FIG. In the peripheral portion of the house shown in this figure, the wall portion 26 mainly supports the roof portion 34, and in the other portions, the beam 46 mainly supports the roof portion 34. Further, the connecting girder 10 is arranged in a portion shown by a thick solid line. It should be noted that the white portion between the thick solid lines is the wall portion 26 supporting the roof portion 34.
Alternatively, the beam 46 and other members such as the beam 46 and the roof panel 7
6 shows a portion in which the coupling girder 10 also serving as a joining member with 6 is used.
【００３０】図１は、図２で示した壁部２６上に設置さ
れた本実施例の結合桁１０の詳細を示す斜視図である。
また、図５および図６は、図１で示した壁部２６および
結合桁１０の上部に屋根部３４が設置された状態を示す
断面図および正面図である。これらの図に示すように、
結合桁１０は、その載置部１２の載置面８４が壁部２６
等の上に位置するように設置され、その第１取付部であ
る取付部１４を壁部等に釘等で固定することによって、
壁部２６等の上部に取り付けられる。そして、結合桁の
傾斜部１６の傾斜面９２上に、屋根部１０の芯材で屋根
部の傾斜方向に伸びる屋根芯材３６が位置して屋根部３
４が設置される。また、本実施例の結合桁１０は鋼など
の十分な強度を持つ金属によって形成されている。FIG. 1 is a perspective view showing the details of the coupling girder 10 of this embodiment installed on the wall portion 26 shown in FIG.
5 and 6 are a cross-sectional view and a front view showing a state in which the roof portion 34 is installed above the wall portion 26 and the coupling girder 10 shown in FIG. As shown in these figures,
In the coupling girder 10, the mounting surface 84 of the mounting portion 12 has the wall portion 26.
Etc. are installed so as to be located on the wall, etc., and by fixing the mounting portion 14 which is the first mounting portion to the wall portion or the like with nails or the like,
It is attached to the upper portion of the wall portion 26 or the like. Then, on the inclined surface 92 of the inclined portion 16 of the connecting girder, the roof core material 36 extending in the inclination direction of the roof portion is located with the core material of the roof portion 10 and the roof portion 3
4 is installed. Further, the connecting girder 10 of this embodiment is formed of a metal having sufficient strength such as steel.
【００３１】なお、この傾斜部１６の傾斜面９２上に、
予め屋根部３４の屋根芯材３６と傾斜部１６の傾斜面９
２との間の軋みや滑りを防止するシートである滑り防止
シート（図示せず）を貼付しておいてもよい。これによ
って、屋根芯材３６の取付の際に屋根芯材３６が滑り落
ちたりする可能性を減少させることができるとともに、
屋根芯材３６の取付後の軋み音を減少させることができ
る。On the inclined surface 92 of the inclined portion 16,
The roof core material 36 of the roof portion 34 and the sloped surface 9 of the sloped portion 16 in advance.
An anti-slip sheet (not shown), which is a sheet for preventing creaking and slippage between the two, may be attached. This can reduce the possibility that the roof core 36 slips down when the roof core 36 is attached, and
The squeaking noise after the roof core material 36 is attached can be reduced.
【００３２】また、例えば図７に示したように、載置部
１２の一部に釘穴２２を設け、その上方の傾斜部１６に
ドライバー等を差し込むための穴２４を設けて、載置部
１２を壁部２６や梁４６などの上面に直接固定するよう
にしてもよい。この場合は、載置部１２が取付部を兼ね
るため、図１、図５、および図６等で示した取付部１４
は不要となる。Further, for example, as shown in FIG. 7, a nail hole 22 is provided in a part of the placing portion 12, and a hole 24 for inserting a driver or the like is provided in the inclined portion 16 above the placing portion 12, so that the placing portion is provided. The 12 may be directly fixed to the upper surface of the wall portion 26, the beam 46, or the like. In this case, since the mounting portion 12 also serves as the mounting portion, the mounting portion 14 shown in FIG. 1, FIG. 5, FIG.
Becomes unnecessary.
【００３３】また、本実施例の結合桁１０は、図１に斜
視図として示したように、ストッパ部５４、固定部５
６、吊り金具通過孔６６、などを含んで構成してもよ
い。The connecting girder 10 of this embodiment has a stopper portion 54 and a fixing portion 5 as shown in a perspective view in FIG.
6, the hanging fitting passage hole 66, and the like may be included.
【００３４】ストッパ部５４は、図１および図５に示す
ように、結合桁１０の側面部１８に釘２０等や溶接等に
よって一体的に固定され、その一部が傾斜部１６の上方
に突出している。屋根部３４例えば屋根パネル４２を結
合桁１０上に設置すると、この突出した部分が図２に示
した屋根部３４の係合部材４０の屋根傾斜方向の下方の
側面を支持し、それ以上下方に移動しないようにして、
屋根部３４のその傾斜方向の位置を規定する。これによ
って、屋根部３４を屋根傾斜方向の所定位置で結合桁１
０上に容易に載置することができるとともに、屋根部３
４は屋根傾斜方向への移動に対して固定される。なお、
屋根パネル４２は、屋根芯材３６および屋根材４４を含
んで構成される。As shown in FIGS. 1 and 5, the stopper portion 54 is integrally fixed to the side surface portion 18 of the connecting girder 10 by means of nails 20 or welding or the like, and a part thereof projects above the inclined portion 16. ing. When the roof portion 34, for example, the roof panel 42 is installed on the joint girder 10, this protruding portion supports the lower side surface of the engaging member 40 of the roof portion 34 shown in FIG. Try not to move
The position of the roof portion 34 in the inclination direction is defined. As a result, the roof part 34 is connected to the connecting girder 1 at a predetermined position in the roof inclination direction.
Can be easily placed on the roof part 3
4 is fixed with respect to the movement in the roof inclination direction. In addition,
The roof panel 42 includes a roof core material 36 and a roof material 44.
【００３５】また、ストッパ部５４が、上述のように屋
根部３４の下面側に設けた係合部材４０を支持するので
はなく、図２に示す屋根部３４の芯材で屋根傾斜方向と
は直交する横芯材３８の傾斜方向下方の側面を支持する
ようにしてもよい。この場合は、係合部材４０を特別に
設ける必要はない。これによって、上述の場合と同様
に、屋根部３４の屋根傾斜方向の位置を規定し、その屋
根傾斜方向への移動が起きないように固定することがで
きる。Further, the stopper portion 54 does not support the engaging member 40 provided on the lower surface side of the roof portion 34 as described above, but the core member of the roof portion 34 shown in FIG. You may make it support the side surface below the inclination direction of the horizontal core material 38 which intersects orthogonally. In this case, it is not necessary to specially provide the engaging member 40. With this, similarly to the case described above, the position of the roof portion 34 in the roof inclination direction can be defined, and the roof portion 34 can be fixed so as not to move in the roof inclination direction.
【００３６】固定部５６は、図１、図５、および図６に
示すように、その一端は結合桁１０の側面部１８にビス
２０等で一体的に固定され、その他端は屋根部３４の傾
斜方向に伸びる屋根芯材３６の下面に釘７４等で固定さ
れている。固定部５６は、屋根部３４がいずれの方向に
も移動できないように固定する。すなわち、後述する吹
き上げ防止部材５８による屋根部３４の結合桁１０への
緊結だけでは防げない屋根傾斜方向と交差する方向への
屋根部３４の移動も防止することができる。As shown in FIGS. 1, 5 and 6, the fixing portion 56 has one end integrally fixed to the side surface portion 18 of the connecting girder 10 with a screw 20 or the like, and the other end of the fixing portion 56 of the roof portion 34. It is fixed to the lower surface of the roof core 36 extending in the direction of inclination with nails 74 or the like. The fixing portion 56 fixes the roof portion 34 so that it cannot move in either direction. That is, it is possible to prevent the roof portion 34 from moving in a direction intersecting with the roof inclination direction, which cannot be prevented only by tightly fastening the roof portion 34 to the joint girder 10 by the blow-up prevention member 58 described later.
【００３７】吊り金具通過孔６６は、図１に示すよう
に、壁部２６の上部の芯材２８に設けられる吊り金具用
の貫通孔３０の位置に対応してその上方に位置する結合
桁１０に設けられている。この吊り金具通過孔６６と貫
通孔３０とによって、吊り金具挿通用の穴部７０が形成
される。これによって、結合桁１０を予め取り付けた壁
部２６例えば壁パネルであっても、その芯材２８の貫通
孔３０を通した後に広がって壁部２６の芯材２８に係合
するタイプの吊り金具を、結合桁１０のこの吊り金具通
過孔６６および壁部２６の芯材２８に設けられた貫通孔
３０を通し、壁部２６の芯材２８に係合させて、壁部２
６をクレーン等で吊り降ろして設置することができる。As shown in FIG. 1, the hanging metal fitting passage hole 66 corresponds to the position of the through hole 30 for the hanging metal fitting provided in the core member 28 on the upper portion of the wall portion 26, and is located above the connecting girder 10. It is provided in. The hanging fitting passage hole 66 and the through hole 30 form a hole portion 70 for inserting the hanging fitting. As a result, even if the wall portion 26 to which the connecting girder 10 is attached in advance, for example, a wall panel, the hanging metal fitting of the type that spreads through the through hole 30 of the core material 28 and engages with the core material 28 of the wall portion 26. Through the hanging fitting passage hole 66 of the connecting girder 10 and the through hole 30 provided in the core member 28 of the wall portion 26 to engage with the core member 28 of the wall portion 26,
6 can be installed by hanging it with a crane or the like.
【００３８】また、本実施例の結合桁１０は、吹き上げ
防止部材５８とともに使用して、壁部２６または梁４６
と、屋根芯材３６を含んで構成される屋根部３４とを接
合する接合部材として構成してもよい。Further, the connecting girder 10 of this embodiment is used together with the blow-up preventing member 58, and the wall portion 26 or the beam 46 is used.
It may be configured as a joining member that joins the roof portion 34 including the roof core 36.
【００３９】吹き上げ防止部材５８は、図１、図５、お
よび図６に示すように、その係合部６０の折り曲げられ
た一端が、結合桁１０の側面部１８に設けられた穴部す
なわち被係合部８０に挿入され回転されて結合桁１０に
係合させる。そして、吹き上げ防止部材５８は、その係
合部６０と回転自在に結合する第２取付部６２が、釘６
４等によって屋根部３４の屋根芯材３６の側面に取り付
けられる。これによって、屋根部３４は、吹き上げ防止
部材５８によっても固定されるため、屋根部３４が吹き
上げられた場合等に、固定部５６による屋根部３４の屋
根芯材３６と結合桁１０との間の固定のみでは不足する
屋根部３４と結合桁１０との結合強度を補い、屋根部３
４の吹き上げ等を防止することができる。なお、吹き上
げ防止部材５８は、屋根部３４の吹き上げを防止するた
めに十分な強度をもって屋根部３４の屋根芯材３６に固
定され、結合桁１０に係合されている。As shown in FIG. 1, FIG. 5 and FIG. 6, the blow-up preventing member 58 has a bent end of the engaging portion 60, which is a hole formed in the side surface portion 18 of the connecting girder 10, that is, a covered portion. It is inserted into the engaging portion 80 and rotated to engage with the coupling girder 10. Then, in the blow-up preventing member 58, the second mounting portion 62 that is rotatably coupled to the engaging portion 60 has the nail 6
It is attached to the side surface of the roof core material 36 of the roof portion 34 by means of 4 or the like. As a result, the roof portion 34 is also fixed by the blow-up prevention member 58, and therefore, when the roof portion 34 is blown up, for example, between the roof core 36 of the roof portion 34 and the joint girder 10 by the fixing portion 56. The strength of the roof portion 3 and the joint girder 10 which are insufficient by fixing only are compensated for.
It is possible to prevent the blow-up of No. 4 and the like. The blow-up prevention member 58 is fixed to the roof core 36 of the roof portion 34 with sufficient strength to prevent the roof portion 34 from blowing up, and is engaged with the joint girder 10.
【００４０】なお、吹き上げ防止部材５８は、必ずしも
図１および図５などに示した形状でなくともよい。例え
ば、図１０に示すように、帯状の板材をその中間位置で
９０°ねじ曲げたような部材の一端を折り曲げて係合部
６０とし、それを結合桁１０の被係合部８０と係合する
ようにし、他端に釘穴６８を設けて第２取付部６２とし
て、それが屋根部３４の屋根芯材３６に固定されるよう
にしてもよい。このようなタイプの吹き上げ防止部材５
８を使用する場合は、結合桁１０の被係合部８０である
開口を上下方向に幾分大きめに設け、係合部６０の折り
曲げられた端部を結合桁１０の被係合部８０の斜め下方
向から挿入して、結合桁１０と吹き上げ防止部材５８と
を係合させる。The blow-up prevention member 58 does not necessarily have to have the shape shown in FIGS. 1 and 5. For example, as shown in FIG. 10, one end of a member obtained by twisting a strip-shaped plate material at an intermediate position by 90 ° is bent to form an engaging portion 60, which is engaged with the engaged portion 80 of the coupling girder 10. Thus, the nail hole 68 may be provided at the other end to serve as the second attachment portion 62, which is fixed to the roof core material 36 of the roof portion 34. Blow-up prevention member 5 of this type
8 is used, the opening which is the engaged portion 80 of the coupling girder 10 is provided to be slightly larger in the vertical direction, and the bent end portion of the engaging portion 60 is formed in the engaged portion 80 of the coupling girder 10. The coupling girder 10 and the blow-up prevention member 58 are engaged with each other by inserting the coupling girder 10 from an obliquely downward direction.
【００４１】図８は、本実施例の結合桁１０の本体部分
の１単位の一例を示す斜視図である。この図に示すよう
に、結合桁１０の本体部分は、それぞれ上述した載置部
１２、取付部１４、傾斜部１６、側面部１８、および被
係合部８０を含んで構成される。この結合桁１０は、取
付部１４を有するため、特別な部材を必要とすることな
く、前述したように、単に取り付け部１４を壁部２６ま
たは梁４６に釘穴８８を介した釘９０等によって固定す
ることによって、壁部２６または梁４６に固定すること
ができる。FIG. 8 is a perspective view showing an example of one unit of the main body portion of the connecting girder 10 of this embodiment. As shown in this figure, the main body portion of the coupling girder 10 is configured to include the mounting portion 12, the mounting portion 14, the inclined portion 16, the side surface portion 18, and the engaged portion 80 described above, respectively. Since the coupling girder 10 has the mounting portion 14, as described above, the mounting portion 14 is simply attached to the wall portion 26 or the beam 46 by the nail 90 or the like through the nail hole 88 without requiring a special member. By fixing, it can be fixed to the wall portion 26 or the beam 46.
【００４２】また、本実施例の結合桁１０は鋼等の十分
な強度を有する金属で形成されている。そのため、木製
の結合桁の場合のように、乾燥等による形状の経時変化
がなく、この結合桁１０を用いた構造全体に形状変化に
よる影響を及ぼすこともない。The connecting girder 10 of this embodiment is made of a metal such as steel having a sufficient strength. Therefore, unlike the case of the wooden connecting girder, the shape does not change with time due to drying or the like, and the entire structure using the connecting girder 10 is not affected by the shape change.
【００４３】なお、結合桁１０の１単位の長さは、結合
桁１０が載置される様々な壁部２６の状況に対応できる
ように、図９にその一例を示したような、様々な長さの
ものが用意されている。It should be noted that the length of one unit of the connecting girder 10 is various, as shown in an example thereof in FIG. 9, so as to correspond to various situations of the wall portion 26 on which the connecting girder 10 is mounted. Available in length.
【００４４】また、結合桁１０は、複数を連結して使用
することもできる。図８および図９に示した長手方向連
結部９８は、隣り合う結合桁１０の傾斜部１６の下面に
またがって、それぞれにセルフタップネジ１００等によ
って取り付けられ、隣接する結合桁１０同士を接合す
る。これによって、結合桁１０を連結し、全体として様
々な長さの結合桁１０を得ることができるため、最小限
の種類の結合桁１０で、必要とする様々な長さに容易に
対応することができる。Further, a plurality of the connecting digits 10 can be connected and used. The longitudinal connecting portions 98 shown in FIGS. 8 and 9 straddle the lower surfaces of the inclined portions 16 of the adjacent connecting spars 10 and are attached by self-tapping screws 100 or the like to join the adjacent connecting spars 10 to each other. As a result, since it is possible to connect the connecting girders 10 and obtain the connecting girders 10 having various lengths as a whole, it is possible to easily cope with various required lengths with a minimum number of kinds of connecting girders 10. You can
【００４５】なお、これらの図では、長手方向連結部９
８が、結合桁１０の傾斜部１６に取り付けられる例を示
したが、これに限らず、長手方向連結部９８は、隣り合
う結合桁のそれぞれの側面部１８や取付部１４などに取
り付けられるようにしてもよい。In these figures, the longitudinal connecting portion 9
Although the example in which 8 is attached to the inclined portion 16 of the connecting girder 10 is shown, the invention is not limited to this, and the longitudinal direction connecting portion 98 may be attached to the side surface portion 18 or the attaching portion 14 of each adjacent connecting girder. You may
【００４６】以上、本発明の実施例を説明したが、本発
明は前述した各実施例に限定されるものではなく、本発
明の要旨の範囲内または特許請求の範囲の均等範囲内で
各種の変形実施が可能である。Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and various modifications are possible within the scope of the gist of the present invention or the equivalent range of the claims. Modifications are possible.
【００４７】例えば、上記実施例では、外壁である壁部
２６上に固定された結合桁１０上に屋根部３４の屋根芯
材３６が設置される例を示したが、図１１に示したよう
に、内壁である壁部２６上に結合桁１０が固定されるよ
うにし、その上部に屋根部３４が設置されるようにして
もよい。なお、前記実施例に対応する各部には、同図に
おいて同一の符号を付し、その説明を省略する。このよ
うに内壁である壁部２６上に結合桁１０が固定され、そ
の上に屋根部３４が設置される場合には、同図に示した
ように、屋根部３４を構成する屋根パネル４２同士の接
合部が結合桁１０上に位置することがある。For example, in the above embodiment, an example in which the roof core material 36 of the roof portion 34 is installed on the joint girder 10 fixed on the wall portion 26 which is an outer wall is shown, but as shown in FIG. Alternatively, the coupling girder 10 may be fixed on the wall portion 26 that is an inner wall, and the roof portion 34 may be installed on the upper portion thereof. It should be noted that each part corresponding to the above embodiment is denoted by the same reference numeral in the same drawing, and the description thereof is omitted. In this way, when the joint girder 10 is fixed on the wall portion 26 which is the inner wall and the roof portion 34 is installed thereon, as shown in FIG. The joints of 1 may be located on the joint spar 10.
【００４８】また、上記実施例では、壁部２６上に結合
桁１０が固定される例を示したが、本発明の結合桁１０
は、木製の梁４６上に同様に取り付けることもできる。
なお、鋼製の梁４６の上部に本発明の結合桁１０を取り
付ける場合は、図１２に示したように、木製等の結合部
材４８をネジ５０等で鋼製の梁４６に固定し、その結合
部材４８の上部に釘９０等で結合桁１０を固定してもよ
い。この場合においても、結合桁１０が梁４６の上部に
固定された結合部材４８に固定される点以外について
は、上記実施例と同様である。なお、図１２において、
対応する各部には上記実施例の場合と同一の符号を付し
た。Further, in the above embodiment, an example in which the connecting girder 10 is fixed on the wall portion 26 is shown, but the connecting girder 10 of the present invention is shown.
Can be similarly mounted on the wooden beam 46.
When the connecting girder 10 of the present invention is attached to the upper portion of the steel beam 46, as shown in FIG. 12, a connecting member 48 made of wood or the like is fixed to the steel beam 46 with screws 50 and the like. The joint girder 10 may be fixed to the upper portion of the joint member 48 with a nail 90 or the like. Also in this case, it is the same as the above-mentioned embodiment except that the joint girder 10 is fixed to the joint member 48 fixed to the upper portion of the beam 46. In FIG. 12,
Corresponding parts are designated by the same reference numerals as in the above embodiment.
【００４９】図１３は、鋼製の梁４６上部に木製の結合
部材４８を配置し、その上部に結合桁１０を設置した他
の例を示している。すなわち、同図は、棟部の梁４６と
して鋼製の梁４６を用い、その上部に木製の結合部材４
８を介在させて結合桁１０を取り付け、２つの異なる傾
斜方向の屋根部３４を設置した状態を断面図として示し
ている。この変形例においては、吹き上げ防止部材５８
は、帯状の板材を折り曲げて形成され、その一端側は、
結合桁１０の取付部１４を貫通し、結合部材４８に圧入
される釘９０等によって結合桁１０および結合部材４８
に固定され、その端部は鋼製の梁４６の上部を包み込む
形状に形成されている。この吹き上げ防止部材５８の他
端は上部の屋根部３４の屋根芯材３６に釘６４等によっ
て固定されている。この例では、結合桁１０の一方の側
に固定されている吹き上げ防止部材５８はその上方の一
方の屋根部３４に固定され、結合桁１０の他方の側に固
定されている吹き上げ防止部材５８はその上方の他方の
屋根部３４に固定されることによって、棟部の一対の屋
根部３４の吹き上げを防止している。FIG. 13 shows another example in which a wooden connecting member 48 is arranged on the upper part of the steel beam 46, and the connecting girder 10 is installed on the upper part thereof. That is, in the figure, a steel beam 46 is used as the beam 46 of the ridge, and a wooden connecting member 4 is provided above the beam 46.
8 is a cross-sectional view showing a state in which the connecting girder 10 is attached with 8 interposed and the roof portion 34 in two different inclination directions is installed. In this modified example, the blow-up prevention member 58.
Is formed by bending a strip-shaped plate material, and one end side thereof is
The connecting girder 10 and the connecting member 48 are penetrated by the nail 90 or the like which penetrates the mounting portion 14 of the connecting girder 10 and is press-fitted into the connecting member 48.
Is fixed to the upper end of the beam 46 made of steel. The other end of the blow-up prevention member 58 is fixed to the roof core material 36 of the upper roof portion 34 by a nail 64 or the like. In this example, the blow-up prevention member 58 fixed to one side of the joint girder 10 is fixed to one roof portion 34 above it, and the blow-up prevention member 58 fixed to the other side of the joint girder 10 is By being fixed to the other roof portion 34 above it, blowing up of the pair of roof portions 34 of the ridge is prevented.
【００５０】そしてまた、本発明の結合桁１０を鋼製等
の金属製の梁４６に取り付ける場合は、必ずしも上述し
たように壁部２６あるいは鋼製の梁４６の上部に固定さ
れた木製の結合部材４８などの木製部分に釘９０等で取
り付けなくともよい。例えば、図１４（Ａ）に断面図と
して示したように結合桁１０を鋼製の梁４６に直接溶接
してもよいし、あるいは、図１４（Ｂ）に断面図として
示したようにネジ止めによって結合桁１０を梁４６に直
接取り付けてもよい。これによって、木製部分を介して
鋼製の梁４６に結合桁１０を取り付ける場合に比べ結合
桁１０と梁４６との強固な一体性を得ることができる。Further, when the connecting girder 10 of the present invention is attached to the metal beam 46 such as steel, the wooden connection fixed to the wall portion 26 or the upper portion of the steel beam 46 is not necessarily performed as described above. The wooden parts such as the member 48 may not be attached with the nail 90 or the like. For example, the connecting girder 10 may be directly welded to the steel beam 46 as shown in a sectional view in FIG. 14A, or screwed as shown in a sectional view in FIG. 14B. The connecting girder 10 may be directly attached to the beam 46 by means of. As a result, stronger integration between the connecting girder 10 and the beam 46 can be obtained as compared with the case where the connecting girder 10 is attached to the steel beam 46 via the wooden portion.
【００５１】さらに、上記実施例では、結合桁１０が一
つの傾斜部１６のみを有する例を示したが、図１５
（Ａ）〜（Ｆ）に斜視図として示すように、第１傾斜部
である傾斜部１６に載置される屋根部（図示せず）に隣
接する他の屋根部（図示せず）が載置できる傾斜部であ
る第２傾斜部１０８を設けることもできる。この結合桁
１０によれば、２枚の屋根部３４が異なる傾斜をもって
隣接する箇所においても結合桁１０を使用することがで
きる。Furthermore, in the above embodiment, the example in which the connecting girder 10 has only one inclined portion 16 is shown in FIG.
As shown in (A) to (F) as perspective views, another roof portion (not shown) adjacent to the roof portion (not shown) placed on the inclined portion 16 which is the first inclined portion is placed. It is also possible to provide a second inclined portion 108 which is an inclined portion that can be placed. According to this connecting girder 10, the connecting girder 10 can be used even in a place where two roof portions 34 are adjacent to each other with different slopes.
【００５２】そしてまた、上記の実施例では、結合桁１
０が現場において壁部２６あるいは梁４６に取り付けら
れる例を示したが、予め工場等において結合桁１０を、
壁部２６の一部分を構成する壁パネル本体３２、あるい
は梁４６に取り付けて、結合桁付の壁パネル３２あるい
は結合桁付の梁４６としておくこともできる。これによ
って、現場において壁部２６または梁４６に結合桁１０
を固定する必要がないため、現場作業を効率化すること
ができる。Further, in the above embodiment, the connecting digit 1
0 is attached to the wall portion 26 or the beam 46 in the field, but the connecting girder 10 is previously installed in a factory or the like.
The wall panel main body 32 forming a part of the wall portion 26 or the beam 46 may be attached to the wall panel 32 with the joint girder or the beam 46 with the joint girder. This allows the girder 10 to be connected to the wall 26 or the beam 46 in the field.
Since there is no need to fix the, it is possible to streamline work at the site.
【００５３】[0053]
【発明の効果】請求項１に記載の発明に係る接合部材に
よれば、その結合桁の載置部を壁部または梁に載置し、
第１取付部をその壁部または梁に取り付けることによっ
て、壁部または梁に固定でき、そして、傾斜部に屋根傾
斜方向に沿って伸びる屋根芯材を載置し、吹き上げ防止
部材によって屋根部を結合桁に緊結することができる。
したがって、この接合部材の壁部または梁への固定は、
特別な部材を必要とすることなく、単に取り付け部を釘
等によって壁部または梁に固定することによって行うこ
とができる。また、この結合桁は金属製であるため、木
製の結合桁の場合のように、乾燥等による形状の経時変
化がなく、それを用いた構造全体に形状変化による影響
を及ぼすこともない。さらに、本発明の結合桁は金属製
であるため、吹き上げ防止部材を含む様々な付属部材を
十分な強度をもって結合桁に容易に取り付けることがで
きる。According to the joining member of the first aspect of the present invention, the mounting portion of the coupling girder is mounted on the wall portion or the beam,
By attaching the first attachment portion to the wall portion or the beam, the roof portion can be fixed to the wall portion or the beam, and the roof core material extending along the roof inclination direction is placed on the inclined portion, and the roof portion is fixed by the blow-up prevention member. Can be tied to a binding girder.
Therefore, the fixing of this joining member to the wall or beam is
It can be done by simply fixing the attachment to the wall or beam with nails or the like, without the need for special members. Further, since this connecting girder is made of metal, there is no change with time in shape due to drying or the like, as in the case of a wooden connecting girder, and the entire structure using it is not affected by the change in shape. Further, since the connecting girder of the present invention is made of metal, various attachment members including the blow-up preventing member can be easily attached to the connecting girder with sufficient strength.
【００５４】請求項２に記載の発明によれば、ストッパ
部は、結合桁に一体的に固定され、その一部が傾斜部の
傾斜面の上方に突出しており、屋根部を結合桁上に設置
した際、この突出した部分が、屋根部の傾斜方向と直交
し屋根部の下面側に位置する係合部材または横芯材の屋
根傾斜方向の下方の側面を支持し、屋根部のその傾斜方
向の位置を規定する。これによって、屋根部を屋根傾斜
方向の所定位置となるように結合桁上に容易に載置する
ことができるとともに、屋根部は屋根傾斜方向への移動
に対して固定される。According to the second aspect of the present invention, the stopper portion is integrally fixed to the joint girder, and a part of the stopper portion projects above the inclined surface of the inclined portion, so that the roof portion is above the joint girder. When installed, this projecting part supports the lower side surface of the engaging member or the horizontal core material which is orthogonal to the inclination direction of the roof portion on the lower surface side of the roof portion in the roof inclination direction, and the inclination of the roof portion. Specifies the directional position. As a result, the roof portion can be easily placed on the joint girder so as to be at a predetermined position in the roof inclination direction, and the roof portion is fixed against movement in the roof inclination direction.
【００５５】請求項３の発明によれば、その結合桁は、
固定部を一体的に有しており、すなわち、釘等や溶接等
によって固定部と結合桁とが一体化されており、そし
て、その固定部は、屋根部の芯材にも固定できるように
なっている。したがって、この固定部によって、屋根部
をいずれの方向にも移動できないように固定することが
でき、屋根部の横ずれも防止することができる。According to the invention of claim 3, the connecting digit is
It has a fixed part integrally, that is, the fixed part and the connecting girder are integrated by nails, welding, etc., and the fixed part can be fixed also to the core material of the roof part. Has become. Therefore, by this fixing portion, the roof portion can be fixed so as not to move in any direction, and the lateral displacement of the roof portion can be prevented.
【００５６】請求項４に記載の発明によれば、傾斜部に
は屋根芯材との間の軋みや滑りを防止する滑り防止シー
トが貼付される。したがって、屋根部の取付の際に屋根
部が滑り落ちたりする可能性を減少させることができる
とともに、屋根部取付後の屋根の軋み音等を減少させる
ことができる。According to the fourth aspect of the invention, an anti-slip sheet for preventing squeaking and slippage with the roof core material is attached to the inclined portion. Therefore, it is possible to reduce the possibility that the roof part will slide down when the roof part is attached, and reduce the squeaking noise of the roof after the roof part is attached.
【００５７】請求項５に記載の発明によれば、長手方向
の両端部に設けられた長手方向連結部を、隣り合う結合
桁にまたがって、それぞれにネジ等によって取り付け
て、隣接する結合桁同士を接合することができる。これ
によって、結合桁を連結し、全体として様々な長さの結
合桁を得ることができるため、最小限の種類の結合桁を
用意しておくことによって、必要とする様々な長さに容
易に対応することができる。According to the fifth aspect of the present invention, the longitudinal connecting portions provided at both ends in the longitudinal direction are attached to the adjacent connecting girders by screws or the like so that the connecting girders adjacent to each other are attached to each other. Can be joined. As a result, it is possible to connect the connecting girders and obtain the connecting girders of various lengths as a whole. Therefore, by preparing the minimum number of kinds of connecting girders, it is easy to obtain the various lengths required. Can respond.
【００５８】請求項６に記載の発明に係る接合構造によ
れば、前記各請求項に記載の発明について記した作用効
果を有する接合構造を得ることができるとともに、結合
桁を含めて金属製の接合部材を用いているため、木製の
場合のように乾燥等による形状変化による影響のない接
合構造を得ることができる。According to the joint structure according to the invention described in claim 6, it is possible to obtain a joint structure having the function and effect described in regard to the invention described in each of the claims, and at the same time, the joint structure is made of metal. Since the joining member is used, it is possible to obtain a joining structure that is not affected by the shape change due to drying or the like as in the case of wood.
【００５９】請求項７に記載の発明に係る接合構造によ
れば、前記各請求項について記した作用効果を有する接
合方法を得ることができるとともに、その接合方法に用
いられる接合部材が第１取付部を有しているため、壁部
または梁の上部へのその固定工程を効率化できる。According to the joint structure of the invention described in claim 7, it is possible to obtain a joining method having the operational effects described in the respective claims, and the joining member used in the joining method is the first attachment. Since it has a part, the fixing process to the wall part or the upper part of the beam can be made efficient.
【００６０】請求項８に記載の発明によれば、屋根パネ
ルの設置工程において、ストッパ部が屋根パネルに係合
することによって、屋根パネルの屋根傾斜方向の位置が
規定されるため、屋根パネルの屋根傾斜方向への位置決
めを効率化することができる。According to the eighth aspect of the invention, in the step of installing the roof panel, the stopper portion engages with the roof panel to define the position of the roof panel in the roof inclination direction. Positioning in the roof inclination direction can be made efficient.
【図１】壁部上に設置された結合桁を示す斜視図であ
る。FIG. 1 is a perspective view showing a coupling girder installed on a wall portion.
【図２】壁部上に設置された結合桁とその上部に設置さ
れる屋根部とを示す分解斜視図である。FIG. 2 is an exploded perspective view showing a coupling girder installed on a wall part and a roof part installed on the upper part thereof.
【図３】結合桁が一般的な家屋で使用される箇所を示す
斜視図である。FIG. 3 is a perspective view showing a place where the connecting girder is used in a general house.
【図４】結合桁が一般的な家屋で使用される箇所を示す
平面図である。FIG. 4 is a plan view showing a place where the connecting girder is used in a general house.
【図５】壁部上に固定された結合桁上に屋根部が固定さ
れた状態を示す断面図である。FIG. 5 is a cross-sectional view showing a state in which a roof portion is fixed on a coupling girder fixed on a wall portion.
【図６】壁部上に固定された結合桁上に屋根部が固定さ
れた状態を示す正面図である。FIG. 6 is a front view showing a state in which a roof portion is fixed on a joint girder fixed on a wall portion.
【図７】載置部が取り付け部を兼ねる結合桁の変形例を
示す斜視図である。FIG. 7 is a perspective view showing a modified example of the coupling girder in which the mounting portion also serves as the mounting portion.
【図８】結合桁の本体部分を示す斜視図である。FIG. 8 is a perspective view showing a main body portion of a coupling girder.
【図９】様々な長さのタイプの結合桁を示す斜視図であ
る。FIG. 9 is a perspective view of various length types of spar girders.
【図１０】吹き上げ防止部材の変形例を示す斜視図であ
る。FIG. 10 is a perspective view showing a modified example of the blow-up prevention member.
【図１１】内壁である壁部上に結合桁を固定し、その上
部に屋根部を固定した状態の一例を示す断面図である。FIG. 11 is a cross-sectional view showing an example of a state in which a coupling girder is fixed on a wall portion which is an inner wall, and a roof portion is fixed on the upper portion thereof.
【図１２】鋼製の梁上に結合部材を固定し、その固定部
材に固定した結合部材上に屋根部を固定した例を示す断
面図である。FIG. 12 is a cross-sectional view showing an example in which a joining member is fixed on a steel beam, and a roof portion is fixed on the joining member fixed to the fixing member.
【図１３】鋼製の梁上に結合部材を固定し、その固定部
材に固定した結合部材上に屋根部を固定した他の例を示
す断面図である。FIG. 13 is a cross-sectional view showing another example in which a joining member is fixed on a steel beam, and a roof portion is fixed on the joining member fixed to the fixing member.
【図１４】（Ａ）、および（Ｂ）は、鋼製の梁上に溶接
およびネジ止めによって結合桁を固定した状態を示す斜
視図である。14 (A) and 14 (B) are perspective views showing a state in which a connecting girder is fixed on a steel beam by welding and screwing.
【図１５】（Ａ）、（Ｂ）、（Ｃ）、（Ｄ）、（Ｅ）、
および（Ｆ）は、傾斜部に載置される屋根部に隣接する
屋根部を載置する第２傾斜部を有する結合桁の例を示す
斜視図である。15 (A), (B), (C), (D), (E),
And (F) are perspective views showing an example of a coupling girder having a second inclined portion for mounting a roof portion adjacent to the roof portion mounted on the inclined portion.
１０ 結合桁 １２ 載置部 １４ 取付部 １６ 傾斜部（第１傾斜部） ２６ 壁部 ３０ 貫通孔 ３２ 壁パネル ３４ 屋根部 ３６ 屋根芯材 ４０ 係合部材 ４６ 梁 ５４ ストッパ部 ５６ 固定部 ６６ 吊り金具通過孔 ７０ 穴部 ８０ 被係合部 ８４ 載置面 ９２ 傾斜面 ９８ 長手方向連結部 １０８ 第２傾斜部 10 coupling girder 12 mounting part 14 mounting part 16 inclined part (first inclined part) 26 wall part 30 through hole 32 wall panel 34 roof part 36 roof core material 40 engaging member 46 beam 54 stopper part 56 fixing part 66 hanging metal fitting Passing hole 70 Hole portion 80 Engaged portion 84 Mounting surface 92 Sloping surface 98 Longitudinal connecting portion 108 Second inclined portion
Claims (8)
壁部または梁とを結合させる結合桁と、 前記屋根芯材と前記結合桁とを緊結し、前記屋根芯材を
含んで構成される屋根部の吹き上げを防止する吹き上げ
防止部材と、 を有する金属製の接合部材であって、 前記結合桁は、 前記壁部または前記梁に載置される載置面を有する載置
部と、 前記壁部または前記梁に取り付けられる第１取付部と、 前記屋根部の前記屋根芯材が載置される傾斜面を有する
傾斜部と、 前記吹き上げ防止部材が係合される被係合部と、 を有し、 前記吹き上げ防止部材は、 前記屋根芯材に取り付けられる第２取付部と、 前記結合桁の前記被係合部に係合される係合部と、 を有することを特徴とする接合部材。1. A joint girder that joins a roof core member extending along a roof inclination direction and a wall portion or a beam, and a roof girder that is tightly bound to the roof core member and the joint girder. A blow-up prevention member for preventing blow-up of the roof part, and a joining member made of metal, wherein the coupling girder has a placement part having a placement surface placed on the wall part or the beam, A first attachment portion attached to the wall portion or the beam; an inclined portion having an inclined surface on which the roof core material of the roof portion is placed; and an engaged portion with which the blow-up prevention member is engaged. And the blow-up prevention member includes a second attachment portion attached to the roof core member, and an engagement portion engaged with the engaged portion of the coupling girder. Joining member.
し、前記屋根部をその傾斜方向の所定位置に規定するス
トッパ部を一体的に有することを特徴とする接合部材。2. The connecting girder according to claim 1, wherein the coupling girder integrally has a stopper portion projecting upward from the inclined surface of the inclined portion and defining the roof portion at a predetermined position in the inclined direction. And joining members.
固定部を一体的に有することを特徴とする接合部材。3. The joining member according to claim 1, wherein the joint girder integrally has a fixing portion fixed to the roof core material of the roof portion.
いて、 前記結合桁は、前記傾斜部の傾斜面に貼付され前記屋根
部の前記屋根芯材との間の軋みや滑りを防止する滑り防
止シートを有することを特徴とする接合部材。4. The slipper according to claim 1, wherein the coupling girder is attached to an inclined surface of the inclined portion to prevent squeak and slip between the roof portion and the roof core material. A joining member having a prevention sheet.
いて、 前記結合桁は、 長手方向の少なくとも一端に他の結合桁を連結させる長
手方向連結部を有することを特徴とする接合部材。5. The joining member according to claim 1, wherein the coupling girder has a longitudinal connecting portion that couples another coupling girder to at least one end in the longitudinal direction.
ないし請求項５のいずれかに記載の接合部材と、 を有することを特徴とする屋根芯材と壁部または梁との
接合構造。6. The roof core material, a wall portion or a beam that supports the roof core material, and the roof core material and the wall portion or the beam are joined together.
Or a joint member according to claim 5, and a joint structure between a roof core member and a wall portion or a beam.
持する壁部または梁との接合方法であって、 前記壁部または前記梁の上部に請求項１ないし請求項５
のいずれかに記載の接合部材を固定する工程と、 前記接合部材の結合桁の傾斜部上に前記屋根芯材を載置
する工程と、 前記屋根芯材と前記接合部材とを、前記接合部材の吹き
上げ防止部材によって緊結する工程と、 を有することを特徴とする接合方法。7. A method for joining a roof core member and a wall portion or a beam that supports the roof core member via a joining member, wherein the upper portion of the wall portion or the beam is joined.
A step of fixing the joining member according to any one of, a step of placing the roof core material on an inclined portion of a joint girder of the joining member, the roof core material and the joining member, the joining member And a step of tightening with a blow-up prevention member of 1.
屋根パネルと、接合部材を介してそれを支持する壁部ま
たは梁との接合方法であって、 前記壁部または前記梁の上部に請求項１ないし請求項５
のいずれかに記載の接合部材を固定する工程と、 前記屋根パネルを、前記結合桁のストッパ部によって屋
根傾斜方向の所定位置に位置決めされた状態で、前記接
合部材の傾斜部上に設置する工程と、 前記屋根芯材と前記接合部材とを、前記接合部材の吹き
上げ防止部材によって緊結する工程と、 を有することを特徴とする接合方法。8. A method of joining a roof panel including a roof core material and a roof material, and a wall portion or a beam supporting the roof panel through a joining member, the method comprising the steps of: Claims 1 to 5 at the top
A step of fixing the joining member according to any one of 1., and a step of installing the roof panel on the inclined portion of the joining member in a state of being positioned at a predetermined position in the roof inclination direction by the stopper portion of the joint girder. And a step of tightly connecting the roof core material and the joining member with a blow-up preventing member of the joining member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31838295A JP3703896B2 (en) | 1995-12-06 | 1995-12-06 | Joining member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31838295A JP3703896B2 (en) | 1995-12-06 | 1995-12-06 | Joining member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09158385A true JPH09158385A (en) | 1997-06-17 |
| JP3703896B2 JP3703896B2 (en) | 2005-10-05 |
Family
ID=18098532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31838295A Expired - Fee Related JP3703896B2 (en) | 1995-12-06 | 1995-12-06 | Joining member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3703896B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006348688A (en) * | 2005-06-20 | 2006-12-28 | Misawa Homes Co Ltd | Connecting fitting and connecting method for roof panel |
| JP2006348689A (en) * | 2005-06-20 | 2006-12-28 | Misawa Homes Co Ltd | Connecting fitting and connecting method for roof panel |
| JP2013534577A (en) * | 2010-06-25 | 2013-09-05 | フォーミュラ・プラスティックス・インコーポレイテッド | Roof panel spacer |
| GB2567058A (en) * | 2017-08-18 | 2019-04-03 | Smartroof Ltd | A bracket assembly |
-
1995
- 1995-12-06 JP JP31838295A patent/JP3703896B2/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006348688A (en) * | 2005-06-20 | 2006-12-28 | Misawa Homes Co Ltd | Connecting fitting and connecting method for roof panel |
| JP2006348689A (en) * | 2005-06-20 | 2006-12-28 | Misawa Homes Co Ltd | Connecting fitting and connecting method for roof panel |
| JP2013534577A (en) * | 2010-06-25 | 2013-09-05 | フォーミュラ・プラスティックス・インコーポレイテッド | Roof panel spacer |
| US9476205B2 (en) | 2010-06-25 | 2016-10-25 | Formula Plastics, Inc. | Roof panel spacer |
| GB2567058A (en) * | 2017-08-18 | 2019-04-03 | Smartroof Ltd | A bracket assembly |
| GB2567058B (en) * | 2017-08-18 | 2022-07-06 | Smartroof Ltd | A bracket assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3703896B2 (en) | 2005-10-05 |
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