JP3407969B2 - Joint structure of building components in industrialized buildings - Google Patents
Joint structure of building components in industrialized buildingsInfo
- Publication number
- JP3407969B2 JP3407969B2 JP07880994A JP7880994A JP3407969B2 JP 3407969 B2 JP3407969 B2 JP 3407969B2 JP 07880994 A JP07880994 A JP 07880994A JP 7880994 A JP7880994 A JP 7880994A JP 3407969 B2 JP3407969 B2 JP 3407969B2
- Authority
- JP
- Japan
- Prior art keywords
- joining
- building
- joint
- building components
- components
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000005304 joining Methods 0.000 claims description 84
- 238000005520 cutting process Methods 0.000 claims description 12
- 230000013011 mating Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 57
- 238000003466 welding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004049 embossing Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、工業化建物における建
築用構成要素の接合構造に係り、例えば屋根パネルや壁
パネルのうち、特に三角形や台形等の異形パネルの下地
材の接合に利用できる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of building components in an industrialized building, and can be used for joining a base material of a roof panel or a wall panel, particularly a deformed panel such as a triangle or a trapezoid.
【0002】[0002]
【背景技術】住宅等の建物の屋根に配設される屋根パネ
ルには定型のパネル(四角形)以外に三角形や台形等の
異形のパネルが用いられている。このうち例えば、図7
に示す三角形の屋根パネル1は平面略三角形状のパネル
フレーム2に屋根材(図では省略)を張り付けて構成さ
れる。従来、上記のパネルフレーム2の製作にあたって
は、二本の下地材3の接合端部4を各々の接合角度に対
応して斜めに切断し、これらと斜め切断加工を施してい
ない下地材5とを三角形状に組み合わせてその接合端を
それぞれ溶接6により接合していた。あるいは、図8に
示すように、接合端部4が斜め加工されていない下地材
7を用い、下地材7の接合端部4の間に接合部材8を跨
がるように配置し、この接合部材8と両下地材7とを溶
接6により接合していた。2. Description of the Related Art As a roof panel arranged on the roof of a building such as a house, a deformed panel such as a triangle or a trapezoid is used in addition to a fixed panel (quadrangle). Of these, for example, FIG.
The triangular roof panel 1 shown in FIG. 2 is constructed by attaching a roof material (not shown) to a panel frame 2 having a substantially triangular shape in a plane. Conventionally, when manufacturing the above-mentioned panel frame 2, the joining ends 4 of the two base materials 3 are obliquely cut corresponding to the respective joining angles, and the base material 5 not subjected to the oblique cutting process is formed. Were combined in a triangular shape, and their joint ends were joined by welding 6. Alternatively, as shown in FIG. 8, a base material 7 whose joint end 4 is not obliquely processed is used, and the joint member 8 is arranged between the joint ends 4 of the base material 7, and the joint member 8 is joined. The member 8 and both base materials 7 were joined by welding 6.
【0003】[0003]
【発明が解決しようとする課題】ところが、上記のよう
に下地材3の接合端部4を接合角度に対応して斜めに切
断する加工は精度出しが難しく、品質が安定せず、下地
材3の端部加工に手間が掛かりコスト高となっていた。
また、様々な形状、寸法の屋根パネル1を用意しておく
必要があるため下地材3同士の接合角度も様々である。
従って、接合端部4の切断角度が異なる多数種類の下地
材3を用意しておく必要が生じ、部品コストも高くなる
という問題もあった。さらに、両下地材7同士の接合に
接合部材8を用いる場合は、接合に際して、両接合端部
4の角部を突き当てた状態で両下地材7を所定の接合角
度に保持するのは大変である。しかも、両下地材7同士
の接合角度の変化に伴い、下地材7と接合部材8との接
合部分の長さが変化して溶接6箇所の品質が安定しない
という問題も有った。またこの接合部材8自体が小物で
あるために扱い難い。例えば、接合作業の際に、両下地
材7の間にこれらに跨がるように保持しておくことも大
変である。However, as described above, it is difficult to obtain precision in the processing of cutting the joining end portion 4 of the base material 3 obliquely according to the joining angle, the quality is not stable, and the base material 3 is not stable. It took a lot of time and labor to process the end part of the and the cost was high.
Further, since it is necessary to prepare the roof panels 1 having various shapes and sizes, the joining angles of the base materials 3 are also various.
Therefore, there is a problem in that it is necessary to prepare a large number of types of base materials 3 having different cutting angles of the joint ends 4, and the cost of parts is also increased. Furthermore, when the joining member 8 is used for joining the two base materials 7, it is difficult to hold the two base materials 7 at a predetermined joining angle with the corners of the two joining ends 4 abutting each other. Is. Moreover, there has been a problem that the quality of the six welded portions is not stable because the length of the joint between the base material 7 and the joint member 8 changes with the change in the joint angle between the base materials 7. Further, since the joining member 8 itself is a small item, it is difficult to handle. For example, it is difficult to hold the base materials 7 so as to straddle them during the joining operation.
【0004】本発明の目的は、建築用構成要素同士の斜
め角度での接合において、建築用構成要素の接合端部の
斜め切断加工を必要とせず、部材の共通化が図れ、建築
用構成要素を所定角度に精度良くかつ安定した品質で効
率良く接合できる工業化建物における建築用構成要素の
接合構造を提供することにある。The object of the present invention is to join the building components at an oblique angle without the need for oblique cutting of the joint ends of the building components, and to make the members common and to construct the building components. It is an object of the present invention to provide a joint structure of building components in an industrialized building, which can join the concrete to a predetermined angle with high accuracy and stable quality.
【0005】[0005]
【課題を解決するための手段】本発明は、上述の目的を
達成するために、例えば、三角形等の異形パネルを構成
する下地材である二本の建築用構成要素をそれぞれの端
部で所定の接合角度をもって接合する工業化建物におけ
る建築用構成要素の接合構造であって、前記二本の建築
用構成要素は中空部を有するチャンネル材で構成され、
これらの建築用構成要素間には、前記両端部により挟ま
れる突部を有する接合部材が前記建築用構成要素の中空
部に跨がるように配置され、前記二本の建築用構成要素
の端部を前記接合部材の前記突部に当接させると共に、
二本の建築用構成要素を所定の角度に設定した状態で各
建築用構成要素と接合部材とを接合可能とし、前記接合
部材は、前記建築用構成要素の内面に接合する接合面部
とこの接合面部に対して直交方向に形成される底面部と
この底面部に形成される前記突部とを有し、かつ前記接
合面部は前記突部を中心とする所定半径の円弧を有して
形成され、かつこの所定半径は前記建築用構成要素の長
手方向と直交する幅寸法よりも短く形成されていること
を特徴とするものである。また、接合部材の突部は、切
り起こし加工あるいは絞り加工(例えば、バーリング加
工、エンボス加工等の加工方法)により形成してもよ
い。さらに、接合面部の円弧に沿って、二本の建築用構
成要素の接合角度を示す角度目盛を付してもよい。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention defines two building components, which are base materials constituting a deformed panel such as a triangle, at each end thereof. a joint structure building components in industrialized building joining with the joining angle, architecture of the two
The component for is composed of a channel material having a hollow portion,
Between these building components, the hollow joint member of the building component having a projection sandwiched by front Symbol both ends
Is arranged so as to straddle the section, and abutting the ends of the two building components to the protrusion of the joining member,
Each of the building components and the joining member can be joined in a state where the two building components are set at a predetermined angle, and the joining is performed.
The member is a joint surface portion that is joined to the inner surface of the building component.
And a bottom surface portion formed in a direction orthogonal to the joint surface portion
The projection formed on the bottom surface, and
The mating portion has an arc with a predetermined radius centered on the protrusion.
Formed, and this predetermined radius is the length of the building component
Be formed shorter than the width dimension orthogonal to the hand direction
It is characterized by. In addition, the protrusions of the joining member may be formed by cutting and raising or drawing (for example, a processing method such as burring or embossing). Furthermore, along the arc of the joint surface portion, an angle scale indicating the joint angle of the two building components may be provided.
【0006】[0006]
【作用】本発明の構成において、二本の建築用構成要素
を接合部材を介して所定の接合角度で接合するには、両
建築用構成要素が中空部を有するチャンネル材で構成さ
れているので、両建築用構成要素の端部間、かつ、建築
用構成要素の中空部に接合部材を配置し、この接合部材
の突部を挟むように二本の建築用構成要素の端部を当接
させる。そして、この突部を支点として二本の建築用構
成要素を揺動させて接合角度に設定し、それぞれの建築
用構成要素と接合部材との接合部分を接合する。このよ
うに、両端部の接合の基準となる突部を接合部材に設け
ているので、接合の際に位置ずれも起きず、二本の建築
用構成要素の正確な接合が行える。しかも、従来のよう
に下地材の接合端部を接合角度に応じた斜め加工する必
要がない。また、この接合部材の接合面部が、突部を中
心としてチャンネル材の長手方向と直交する幅寸法より
も短い半径の円弧で形成されているので、接合部材が外
部に突出することはなく、両チャンネル材の成す接合角
度が如何なる角度であってもチャンネル材の端部と接合
部材との接合部分の長さは常に一定となり、接合品質が
安定する。 In the construction of the present invention, in order to join two building components at a predetermined joining angle via a joining member, both building components are made of a channel material having a hollow portion.
Because it is, between the ends of the two building elements, and building
A joining member is arranged in the hollow portion of the building component, and the ends of the two building components are abutted so as to sandwich the protrusion of the joining member. Then, the two building components are rocked with the projection as a fulcrum to set the joining angle, and the joining portions of the respective building components and the joining member are joined. In this way, since the projecting portion that serves as a reference for joining the both ends is provided in the joining member, no positional deviation occurs during joining, and the two building components can be joined accurately. Moreover, unlike the conventional case, it is not necessary to obliquely process the joining end portion of the base material according to the joining angle. In addition, the joint surface of this joint member is
As a core, from the width dimension orthogonal to the longitudinal direction of the channel material
Since it is also formed by an arc with a short radius,
The joint angle formed by both channel materials does not project
Bonded to the end of the channel material at any angle
The length of the joining part with the member is always constant, and the joining quality is
Stabilize.
【0007】また、接合部材の突部を切り起こし加工に
よって形成する場合、接合部材の突部を挟む建築用構成
要素の端部同士の間隔は突部の厚みとなり建築用構成要
素同士は比較的接近した位置で接合される。従って、建
築用構成要素によって例えば三角形の屋根パネルフレー
ムを形成し、それに屋根材を貼って屋根パネルを形成す
る場合、建築用構成要素を屋根パネルの頂点に近づいて
配置できる。そのため屋根材を屋根パネルの頂点に近づ
いた位置で支持できるから強度的にも向上する等の利点
がある。また、絞り加工で形成すれば、加工工程の削減
ができ、部材の低コスト化を達成できる。さらに、接合
部材の接合面材の円弧に沿って角度目盛を付すようにす
ると、両建築用構成要素の成す接合角度の設定が容易に
できる。Further, when the protrusion of the joining member is formed by cutting and raising, the interval between the ends of the building component sandwiching the protrusion of the joining member is the thickness of the protrusion, and the building components are relatively Joined at close positions. Therefore, when the building component forms, for example, a triangular roof panel frame, and the roofing material is attached to the roof panel frame to form the roof panel, the building component can be arranged close to the apex of the roof panel. Therefore, the roof material can be supported at a position close to the apex of the roof panel, so that there is an advantage that the strength is improved. Further, if it is formed by drawing, the number of processing steps can be reduced and the cost of the member can be reduced. Further, when the angle scale is provided along the arc of the joint surface material of the joint member, the joint angle formed by both building components can be easily set.
【0008】[0008]
【実施例】以下に、図1〜図3を参照して本発明の工業
化建物における建築用構成要素の接合構造を適用した一
実施例について説明する。この実施例は前出の図8に示
したものと同様の三角形の屋根パネル1に適用するもの
であり、同一もしくは相当構成部分については同一の符
号を付すと共にその説明は簡略化または省略する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment to which the joining structure of building components in an industrialized building of the present invention is applied will be described below with reference to FIGS. This embodiment is applied to a triangular roof panel 1 similar to that shown in FIG. 8 described above, and the same or corresponding components are designated by the same reference numerals and the description thereof will be simplified or omitted.
【0009】図に示すように、互いに所定の接合角度θ
を成して接合される建築用構成要素としての下地材7
は、断面C字形のチャンネル材で構成され、一対のフラ
ンジ7Aとこの両フランジ7Aを連結するウェブ7Bに
より内部に中空部7Cを有している。このフランジ7A
のフランジ端部7Dおよびウェブ7Bのウェブ端部7E
は直角に切断され、接合端部4を形成している。この二
本の下地材7の中空部7Cに跨がるように接合部材10
が配置される。As shown in the figure, the predetermined joining angle θ
Base material 7 as a building component that is joined to form
Is composed of a channel material having a C-shaped cross section, and has a hollow portion 7C inside by a pair of flanges 7A and a web 7B connecting the both flanges 7A. This flange 7A
Flange end 7D and web end 7E of web 7B
Are cut at right angles to form the junction end 4. The joining member 10 is arranged so as to extend over the hollow portion 7C of the two base materials 7.
Are placed.
【0010】この接合部材10は、図3に示すように所
定の半径Lの円弧Rを有して略半円形に形成される一対
の接合面部11と、この両接合面部11の直辺同士を接
合面部11に対して直交するように連結する底面部12
と、この底面部12に切り起こし加工により形成される
突部としての突片13とにより構成される。この突片1
3は、切り起こす基端13Aから底面部12に対して垂
直方向にかつ接合面部11とは反対側に折り曲げられて
形成される。この基端13Aは円弧Rの中心を通り接合
面部11に対して直交するように中心線C上に合致して
いる。また、前記接合面部11の半径Lは下地材7の長
手方向と直交する幅寸法(フランジ端部7Dの内寸法M
1)よりも短い寸法に設定されている。また、前記底面
部12の接合面部11と直交する幅寸法はウェブ端部7
Eの内寸法M2よりも短い寸法に設定されている。この
ように接合部材10は下地材7の中空部7C内に配置可
能な寸法に構成されている。この接合面部11の外側面
には、円弧Rに沿って半径方向に角度目盛14が付され
ている。As shown in FIG. 3, the joining member 10 has a pair of joining surface portions 11 formed in a substantially semicircular shape having an arc R having a predetermined radius L, and the straight sides of the joining surface portions 11. The bottom surface portion 12 that is connected to the joining surface portion 11 so as to be orthogonal to
And a projecting piece 13 as a projecting portion formed by cutting and raising the bottom surface portion 12. This protrusion 1
3 is formed by bending the base end 13A that is cut and raised in a direction perpendicular to the bottom surface portion 12 and on the side opposite to the joint surface portion 11. The base end 13A is aligned with the center line C so as to pass through the center of the arc R and be orthogonal to the joint surface portion 11. Further, the radius L of the joint surface portion 11 is a width dimension orthogonal to the longitudinal direction of the base material 7 (internal dimension M of the flange end portion 7D).
The size is set shorter than 1). Further, the width dimension of the bottom surface portion 12 orthogonal to the joining surface portion 11 is determined by the web end portion 7.
It is set to a dimension shorter than the inner dimension M2 of E. In this way, the joining member 10 has a size that can be arranged in the hollow portion 7C of the base material 7. An angle scale 14 is provided on the outer side surface of the joining surface portion 11 along the arc R in the radial direction.
【0011】上記のように構成する接合部材10を、対
向配置される二本の下地材7の中空部7Cを跨ぐように
配置し、かつこの接合部材10の底面部12から垂直に
折り曲げられる突片13を左右から挟むようにウェブ端
部7Eを下方から当接させる。そして、フランジ端部7
Dを接合面部11に付される角度目盛14に合わせて両
下地材7の接合角度θを設定する。この状態で、接合面
部11とフランジ端部7Dとを溶接6により接合する。The joining member 10 constructed as described above is arranged so as to straddle the hollow portion 7C of the two base materials 7 arranged opposite to each other, and is bent vertically from the bottom portion 12 of the joining member 10. The web end portion 7E is abutted from below so as to sandwich the piece 13 from the left and right. And the flange end 7
The joint angle θ of both base materials 7 is set by matching D with the angle scale 14 attached to the joint surface portion 11. In this state, the joint surface portion 11 and the flange end portion 7D are joined by welding 6.
【0012】以上の実施例によれば、下地材7同士を接
合する際、下地材7の角度を正確に位置合わせするため
の基準として接合部材10の突片13を用いることがで
きるので、両下地材7同士の位置合わせが簡単となり、
接合の際の位置ずれは起きない。しかも接合角度θの設
定に際し、接合面部11に付される角度目盛14を用
い、突片13を支点にして下地材7を揺動することによ
り所望の接合角度θを精度良く得られる。さらに、用い
る下地材7の接合端部4は、図7に示す従来例のように
接合角度に応じた斜め加工を施す必要がないので生産性
が向上する。しかも接合端部4がそれぞれ直角に切断加
工されている汎用的なチャンネル材を用いているので、
部材の共通化が図れる。According to the above embodiment, when the base materials 7 are bonded together, the protrusion 13 of the bonding member 10 can be used as a reference for accurately aligning the angle of the base materials 7. Positioning of the base materials 7 becomes easy,
No displacement occurs when joining. Moreover, when setting the joining angle θ, the desired joining angle θ can be obtained with high accuracy by using the angle scale 14 attached to the joining surface portion 11 and swinging the base material 7 with the projecting piece 13 as a fulcrum. Further, the joining end portion 4 of the base material 7 to be used does not need to be obliquely processed according to the joining angle as in the conventional example shown in FIG. 7, so that the productivity is improved. Moreover, since a general-purpose channel material in which the joining ends 4 are cut at right angles is used,
The members can be shared.
【0013】また、接合部材10の接合面部11の形状
は、円弧Rを有する略半円形であり、かつその半径Lは
下地材7のフランジ端部7Dの内法よりも短い寸法に設
定されているので、下地材7同士の成す接合角度θが如
何なる角度であっても接合面部11とフランジ端部7D
との溶接6を行う接合部分の長さは常に半径Lの長さで
一定であり、接合強度は一定となり製品の品質が安定す
る。さらに、接合部材10の底面部12下面に設けられ
る突片13は切り起こし加工で形成されており、突片1
3を挟むウェブ端部7E同士の間隔は底面部12の厚み
となり下地材7同士は比較的接近した位置で接合され
る。従って、下地材7によって三角形状のパネルフレー
ム2を形成し、これに屋根材を貼って屋根パネル1を形
成する場合、下地材7を屋根パネル1の頂点に近づいて
配置できる。そのため、屋根材を屋根パネル1の頂点に
近づいた位置で支持できるから強度的にも向上する。Further, the shape of the joint surface portion 11 of the joint member 10 is a substantially semicircular shape having an arc R, and its radius L is set to be shorter than the inner diameter of the flange end portion 7D of the base material 7. Therefore, even if the joining angle θ formed between the base materials 7 is any angle, the joining surface portion 11 and the flange end portion 7D are formed.
The length of the joint portion where the welding 6 is performed is always constant with the length of the radius L, the joint strength is constant, and the quality of the product is stable. Further, the protruding piece 13 provided on the lower surface of the bottom surface portion 12 of the joining member 10 is formed by cutting and raising, and the protruding piece 1
The space between the web end portions 7E sandwiching 3 becomes the thickness of the bottom surface portion 12, and the base materials 7 are joined at relatively close positions. Therefore, when the triangular panel frame 2 is formed from the base material 7 and the roof material is attached to this to form the roof panel 1, the base material 7 can be arranged close to the apex of the roof panel 1. Therefore, the roofing material can be supported at a position close to the apex of the roof panel 1, which also improves the strength.
【0014】以上、本発明について好適な実施例を挙げ
て説明したが、本発明はこの実施例に限定されるもので
はなく、本発明の要旨を逸脱しない範囲において種々の
改良並びに設計の変更が可能である。上記の実施例で
は、両下地材7の両ウェブ端部7Eを当接させる部材を
切り起こし加工により形成した突片13を例に説明した
が、図4に示すように円弧Rの中心線C上にバーリング
加工により形成した突部23でも良く、この突部23を
有する接合部材20では、加工工程の削減に伴うコスト
の削減が達成できる。また、上記の実施例では、両下地
材7の接合に用いる接合部材10は一対の接合面部11
とこれらを連結する底面部12によって構成される例で
説明したが、図5に示すように接合面部11を一方だけ
に形成した接合部材30でも良く、部品数や加工工程の
削減ができ、コストの削減が達成できる。Although the present invention has been described with reference to the preferred embodiment, the present invention is not limited to this embodiment, and various improvements and design changes can be made without departing from the scope of the present invention. It is possible. In the above-described embodiment, the projecting piece 13 formed by cutting and raising the member that abuts both the web end portions 7E of both the base materials 7 has been described as an example, but as shown in FIG. The protrusion 23 may be formed by burring on the upper portion, and the joint member 20 having the protrusion 23 can reduce the cost due to the reduction of the processing steps. Further, in the above-described embodiment, the joining member 10 used for joining the two base materials 7 has the pair of joining surface portions 11
Although the description has been given of the example in which the joint surface portion 11 is formed on only one side as shown in FIG. 5, it is possible to reduce the number of parts and processing steps, and to reduce the cost. Can be achieved.
【0015】また、上記実施例では、三角形の屋根パネ
ルのパネルフレームを構成するチャンネル材の下地材同
士が斜め角度に接合する接合部分に適用した例で説明し
たが、これに限定されず、工業化建物に用いられる建築
用構成要素同士の接合構造に広く用いることができ、例
えば、図6に示すような台形ユニット41を構成する建
築用構成要素としての水平天井梁42と傾斜天井梁43
とが斜め角度で接合する接合部分44についても適用可
能である。また、上記の接合部材10では接合面部11
の形状を半径Lの円弧Rを有する半円形状のものを用い
たが、加工を簡素化するために、この円弧Rに近似した
多角形状の接合面部を用いても良い。また、底面部12
に形成する突片13あるいは突部23についても、上記
の形状に限定せず、両下地材7の両ウェブ端部7Eが当
接可能な形状であれば如何なるものでも良い。また、接
合部材10は、接合面部11とこの接合面部11から垂
直に突設した突部23を有していれば良く、底面部12
を設けない形状の接合部材でも良い。また、接合部材の
突部は、上記実施例では切り起こし加工によって形成し
た例で説明したが、例えばバーリング加工あるいはエン
ボス加工等の絞り加工によって形成してもよい。さら
に、用いる下地材に、端部が直角に切断加工されている
汎用的なアングル材、丸パイプ、角パイプ等を用いるこ
とができる。Further, in the above-mentioned embodiment, the description has been given of an example in which the base material of the channel material which constitutes the panel frame of the triangular roof panel is applied to the joint portion where the base materials of the channel material are joined at an oblique angle. It can be widely used in a joint structure between building components used in a building, and for example, a horizontal ceiling beam 42 and a slant ceiling beam 43 as building components that form a trapezoidal unit 41 as shown in FIG.
It is also applicable to the joint portion 44 where and are joined at an oblique angle. Further, in the above-mentioned joining member 10, the joining surface portion 11
Although a semicircular shape having a circular arc R having a radius L is used as the shape, a polygonal joint surface portion approximate to the circular arc R may be used in order to simplify the processing. Also, the bottom portion 12
The projecting piece 13 or the projecting portion 23 formed in the above is not limited to the above-mentioned shape, and may be any shape as long as both the web end portions 7E of both the base materials 7 can come into contact with each other. Further, the joining member 10 only needs to have the joining surface portion 11 and the projection 23 that vertically projects from the joining surface portion 11, and the bottom surface portion 12
A joining member having a shape not provided with may be used. Further, although the protrusion of the joining member is described as an example of being formed by cutting and raising in the above-mentioned embodiment, it may be formed by drawing such as burring or embossing. Further, as the base material to be used, a general-purpose angle material whose end portion is cut at a right angle, a round pipe, a square pipe, or the like can be used.
【0016】[0016]
【発明の効果】以上の通り、本発明によれば、斜め角度
で建築用構成要素同士を接合する場合、その接合端部の
斜め切断加工を必要とせず、部材の共通化が図れ、建築
用構成要素同士を所定角度に精度良くかつ安定した品質
で効率良く接合できる。As described above, according to the present invention, when building components are joined to each other at an oblique angle, it is possible to standardize the members without the need for oblique cutting of the joining ends. The constituent elements can be joined to each other at a predetermined angle with high accuracy and stable quality.
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明の実施例を示す下地材同士の接合部分の
部分拡大図である。FIG. 1 is a partially enlarged view of a joint portion between base materials showing an embodiment of the present invention.
【図2】図1のII−II線の断面図である。FIG. 2 is a sectional view taken along line II-II in FIG.
【図3】同上実施例に用いられる接合部材の斜視図であ
る。FIG. 3 is a perspective view of a joining member used in the above embodiment.
【図4】本発明の変形例を示す接合部材の斜視図であ
る。FIG. 4 is a perspective view of a joining member showing a modified example of the present invention.
【図5】本発明の他の変形例を示す接合部材の斜視図で
ある。FIG. 5 is a perspective view of a joining member showing another modification of the present invention.
【図6】本発明を他の建築用構成要素に適用した例を示
す図である。FIG. 6 is a diagram showing an example in which the present invention is applied to another building component.
【図7】従来の接合構造を示す図である。FIG. 7 is a diagram showing a conventional joining structure.
【図8】従来の接合構造を示す部分拡大図である。FIG. 8 is a partially enlarged view showing a conventional joining structure.
4 接合端部 7 建築用構成要素としての下地材 7D 端部としてのフランジ端部 7E 端部としてのウェブ端部 10、20、30 接合部材 11 接合面部 12 底面部 13 突部としての突片 23 突部 14 角度目盛 R 円弧 L 半径 42 建築用構成要素としての水平天井梁 43 建築用構成要素としての傾斜天井梁4 Joining end 7 Base material 7D as a structural element for construction Flange end 7E as an end Web end 10 , 20 , 30 as an end Joining member 11 Joining surface 12 Bottom surface 13 Projecting piece 23 as a projection Protrusion 14 Angle scale R Arc L Radius 42 Horizontal ceiling beam 43 as a building component Tilt ceiling beam as a building component
Claims (4)
で所定の接合角度をもって接合する工業化建物における
建築用構成要素の接合構造において、 前記二本の建築用構成要素は中空部を有するチャンネル
材で構成され、これらの建築用構成要素間には、前記両
端部により挟まれる突部を有する接合部材が前記建築用
構成要素の中空部に跨がるように配置され、前記二本の
建築用構成要素の端部を前記接合部材の前記突部に当接
させると共に、二本の建築用構成要素を所定の角度に設
定した状態で各建築用構成要素と接合部材とを接合可能
とし、前記接合部材は、前記建築用構成要素の内面に接
合する接合面部とこの接合面部に対して直交方向に形成
される底面部とこの底面部に形成される前記突部とを有
し、かつ前記接合面部は前記突部を中心とする所定半径
の円弧を有して形成され、かつこの所定半径は前記建築
用構成要素の長手方向と直交する幅寸法よりも短く形成
されていることを特徴とする工業化建物における建築用
構成要素の接合構造。1. A joint structure of building components in an industrialized building, wherein two building components are joined at respective ends with a predetermined joining angle, wherein the two building components have a hollow portion. Channel
Is composed of wood, between these architectural components, before Symbol for bonding member said building having a projection sandwiched by two end portions
It is arranged so as to straddle the hollow portion of the component, and the ends of the two building components are brought into contact with the protrusions of the joining member, and the two building components are arranged at a predetermined angle. It is possible to join each building component and joining member in the state set to
And the joint member contacts the inner surface of the building component.
Formed in a direction orthogonal to the mating surface and the mating surface
The bottom portion and the protrusion formed on the bottom portion.
And the joint surface has a predetermined radius centered on the protrusion.
Is formed with an arc of
Formed shorter than the width dimension orthogonal to the longitudinal direction of the component
The joint structure of building components in industrialized buildings characterized by being
築用構成要素の接合構造において、 前記接合部材の前記突部は、切り起こし加工により形成
されていることを特徴とする工業化建物における建築用
構成要素の接合構造。2. The structure for joining building components in an industrialized building according to claim 1, wherein the protrusion of the joining member is formed by cutting and raising work. Joining structure of components.
築用構成要素の接合構造において、 前記接合部材の前記突部は、絞り加工により形成されて
いることを特徴とする工業化建物における建築用構成要
素の接合構造。3. The structure for joining building components in an industrialized building according to claim 1, wherein the projection of the joining member is formed by drawing. Joining structure of elements.
載の工業化建物における建築用構成要素の接合構造にお
いて、 前記接合部材の前記接合面部の円弧に沿って、前記二本
の建築用構成要素の接合角度を示す角度目盛が付されて
いることを特徴とする工業化建物における建築用構成要
素の接合構造。4. The method according to any one of claims 1 to 3.
In a joint structure of building components in an industrialized building as described above, an angle scale indicating a joint angle of the two building components is attached along an arc of the joint surface portion of the joint member. Structure of building components in an industrialized building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07880994A JP3407969B2 (en) | 1994-04-18 | 1994-04-18 | Joint structure of building components in industrialized buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07880994A JP3407969B2 (en) | 1994-04-18 | 1994-04-18 | Joint structure of building components in industrialized buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07286405A JPH07286405A (en) | 1995-10-31 |
| JP3407969B2 true JP3407969B2 (en) | 2003-05-19 |
Family
ID=13672178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP07880994A Expired - Fee Related JP3407969B2 (en) | 1994-04-18 | 1994-04-18 | Joint structure of building components in industrialized buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3407969B2 (en) |
-
1994
- 1994-04-18 JP JP07880994A patent/JP3407969B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07286405A (en) | 1995-10-31 |
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