JPH0949286A - Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method - Google Patents

Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method

Info

Publication number
JPH0949286A
JPH0949286A JP20353995A JP20353995A JPH0949286A JP H0949286 A JPH0949286 A JP H0949286A JP 20353995 A JP20353995 A JP 20353995A JP 20353995 A JP20353995 A JP 20353995A JP H0949286 A JPH0949286 A JP H0949286A
Authority
JP
Japan
Prior art keywords
steel
fitting
wooden
building
surface portion
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.)
Pending
Application number
JP20353995A
Other languages
Japanese (ja)
Inventor
敏斗 ▲よし▼雄
Toshimasu Yoshio
Yuji Tamagawa
祐司 玉川
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP20353995A priority Critical patent/JPH0949286A/en
Publication of JPH0949286A publication Critical patent/JPH0949286A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To stably supply light beam members and save labors of the connecting works at the construction site. SOLUTION: A beam-connection structure is provided with a H-shaped steel member 20, a wooden beam 40 facing the side face of the H-shaped steel member 20 at one end thereof, a beam-connection metal tool 10 connecting the H-shaped steel member 20 and the wooden beam 40. The beam-connection metal tool 10 is provided with a pair of the first fitting parts 12a, 12b positioned to face the side face of H-shaped steel member and fixed on the H-shaped steel member 20 and the second fitting part 14 fixing the wooden beam 40. The second fitting part 14 includes a pair of side walls 15a, 15b extended at right angles from a pair of the first fitting parts 12a, 12b respectively to face both side faces of the wooden beam 40 and the bottom wall 17 interposed between a pair of the side walls 15a, 15b and formed to support the longitudinal endface of the wooden beam 40.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、梁連結構造及び梁
連結金具付き鋼製梁並びに梁連結方法に関する。
TECHNICAL FIELD The present invention relates to a beam connecting structure, a steel beam with a beam connecting fitting, and a beam connecting method.

【0002】[0002]

【背景技術及び発明が解決しようとする課題】建屋構
造、例えば寄棟屋根、半切妻屋根、入母屋式屋根等にお
いて、屋根支持用梁にて建屋構造の骨組が構築された場
合に、各梁同士の連結構造は、例えば図8に示す建屋構
造100のA、B、Cのような領域に生じる。尚、同図
に示す102は梁、104はベント梁を示し、互いに連
結されている。この連結構造は、詳しくは、図9(A)
(B)に示すような構造である。
[Background Art and Problems to be Solved by the Invention] In a building structure such as a hipped roof, a half-gable roof, or a roof with a gabled roof, when the frame of the building structure is constructed by roof supporting beams, the beams are connected to each other. The connecting structure of (3) occurs in areas such as A, B, and C of the building structure 100 shown in FIG. In the figure, 102 is a beam and 104 is a bent beam, which are connected to each other. For details of this connection structure, see FIG.
It has a structure as shown in FIG.

【0003】すなわち、木製梁にあっては、図9(A)
に示すように、木製の連結対象物130の一側面に木製
の板132を設け、該板132に対面して木製梁140
を金具120を介在させて取り付ける。その際、金具1
20は、取付部122を板132側に、梁受部124を
木製梁140側に釘136にて取り付けられる。
That is, FIG. 9 (A) shows a wooden beam.
As shown in FIG. 3, a wooden plate 132 is provided on one side surface of the wooden connection target object 130, and the wooden beam 140 faces the plate 132.
Is attached with the metal fitting 120 interposed. At that time, metal fitting 1
20, the mounting portion 122 is attached to the plate 132 side, and the beam receiving portion 124 is attached to the wooden beam 140 side with nails 136.

【0004】鋼製梁にあっては、図9(B)に示すよう
に、木製の連結対象物130の一側面に木製の板134
を設け、該板134に対面して鋼製梁160を一対の金
具150a・150bを介在させて取り付ける。その
際、一対の金具150a・150bは、取付部152a
・152bを板134側に釘等にて取り付けられ、梁受
部154a・154bを鋼製梁160側に、鋼製梁16
0に穿設された穴162と一対の金具150a・150
bに穿設された穴156a・156bとをボルト・ナッ
ト等で螺合させることで取り付けられる。
In the case of the steel beam, as shown in FIG. 9B, a wooden plate 134 is provided on one side of the wooden connecting object 130.
And the steel beam 160 is attached to face the plate 134 with a pair of metal fittings 150a and 150b interposed. At this time, the pair of metal fittings 150a and 150b are attached to the mounting portion 152a.
152b is attached to the plate 134 side with a nail or the like, the beam receiving portions 154a and 154b are attached to the steel beam 160 side, and the steel beam 16
Hole 162 drilled in 0 and a pair of metal fittings 150a, 150
It is attached by screwing holes 156a and 156b formed in b with screws and nuts.

【0005】ところで、木造の建物に設けられる屋根支
持用梁としては、通常むく材を用いた木製梁が使用され
ていたが、近年、建材として利用できる木材資源の減少
による木材価格の高騰や環境問題からも木材が入手しに
くくなり、部材安定供給が困難となってきている。特
に、屋根支持用梁は大型部材であるので、むく材を用い
た木製梁である場合、その重量はかなり重く軽量化が望
まれていた。
By the way, as a beam for supporting a roof provided in a wooden building, a wooden beam using a peeling material has been usually used. In recent years, however, the price of timber has been soaring and the environment has been deteriorated due to a decrease in wood resources which can be used as a building material. Due to problems, it is becoming difficult to obtain timber, and it is becoming difficult to stably supply materials. In particular, since the roof supporting beam is a large member, when it is a wooden beam made of peeling material, its weight is considerably heavy, and it is desired to reduce its weight.

【0006】この点に鑑みて、屋根支持用梁として木製
梁に代えて、安定して入手できしかも軽量化が可能な金
属製の鋼製梁が用いられるようになってきた。
In view of this point, a metal steel beam, which can be stably obtained and can be reduced in weight, has been used in place of a wooden beam as a roof supporting beam.

【0007】上記鋼製梁を何らかの連結対象物に連結す
る場合、例えば小屋組を構築する際に、建屋の外壁体あ
るいは内壁体等に屋根支持梁の両端を取付け、その端部
を金具を介して屋根支持体である屋切パネル等に取り付
けるような場合は、連結対象物が木製であることから図
9(B)に示すような従来の金具を用いて連結すること
ができる。
When the above steel beams are connected to some object to be connected, for example, when constructing a shed structure, both ends of the roof support beam are attached to the outer wall body or inner wall body of the building, and the ends thereof are connected with metal fittings. In the case of attaching to a roofing panel or the like that is a roof support, since the object to be connected is wood, it can be connected using a conventional metal fitting as shown in FIG. 9 (B).

【0008】しかしながら、逆に、連結対象物の部分が
鋼製部材特に鋼製梁である場合には、上記のような従来
の金具をそのまま適用しようとしたのでは連結が困難で
ある。
On the contrary, when the object to be connected is a steel member, particularly a steel beam, it is difficult to connect the conventional metal fittings as they are.

【0009】さらに、クレーン等で吊り上げて屋根支持
用梁を建屋へ取り付ける作業は、大型部材である屋根支
持用梁に対して高所で行われる作業であるため、作業の
簡略化が望まれており、特に、金具の取り付けは、建築
現場にて連結対象物に釘打ちにて固定されるので、連結
作業に手間が掛かるという問題点があった。
Further, since the work of hoisting with a crane or the like to attach the roof supporting beam to the building is a work performed at a high place for the roof supporting beam which is a large member, simplification of the work is desired. In particular, the metal fittings are fixed to the objects to be connected by nailing at the construction site, so that there is a problem that the connecting work is troublesome.

【0010】そこで、本発明の目的とするところは、軽
量な梁部材の安定供給ができると共に、現場での梁の連
結作業の手間を省くことのできる梁連結構造及び梁連結
金具付き鋼製梁並びに梁連結方法を提供することにあ
る。
Therefore, an object of the present invention is to provide a beam connecting structure and a steel beam with a beam connecting metal fitting which can stably supply a lightweight beam member and can save the labor of beam connecting work on site. Another object is to provide a beam connecting method.

【0011】[0011]

【課題を解決するための手段】請求項1に記載の発明に
係る梁連結構造は、建屋を支持する梁を複数連結してな
る梁連結構造において、前記建屋に掛け渡され、上面部
(例えば部材22)及び下面部(例えば部材24)と、
該上面部及び下面部を連結する側面部(例えば部材2
6)と、を含む鋼製梁(例えば部材20)と、前記鋼製
梁の長手方向と直交する方向に配設される梁(例えば部
材40)と、前記鋼製梁と前記梁とを連結する梁連結金
具(例えば部材10)と、を有し、前記梁連結金具は、
前記側面部と対面して取り付けられる第1の取付部(例
えば部材12)と、前記梁の長手方向端部を支持する底
壁(例えば部材17)を含み、前記梁が取り付けられる
第2の取付部(例えば部材14)と、前記第1の取付部
と前記第2の取付部とを連結し、前記上面部の端縁を越
えて突出する位置に前記第2の取付部を配置させる連結
部(例えば部材11)と、を含むことを特徴とする梁連
結構造。
According to a first aspect of the present invention, there is provided a beam connecting structure in which a plurality of beams supporting a building are connected to each other. The member 22) and the lower surface portion (for example, the member 24),
A side surface portion (for example, the member 2) connecting the upper surface portion and the lower surface portion
6) and a steel beam (for example, member 20), a beam (for example, member 40) arranged in a direction orthogonal to the longitudinal direction of the steel beam, and the steel beam and the beam are connected. And a beam connecting fitting (for example, the member 10) for
A second mounting to which the beam is mounted, including a first mounting portion (for example, the member 12) mounted to face the side surface portion and a bottom wall (for example, the member 17) supporting the longitudinal end portion of the beam. Connecting portion for connecting the first attachment portion and the second attachment portion to each other (for example, the member 14) and for arranging the second attachment portion at a position projecting beyond the end edge of the upper surface portion. (For example, the member 11), The beam connection structure characterized by including.

【0012】請求項1に記載の発明によれば、以下に示
す作用・効果を有する。
According to the invention described in claim 1, the following actions and effects are obtained.

【0013】(1)梁が取り付けられる第2の取付部
が、上フランジ部の端縁より突出して形成されている。
このため、例えばクレーン等により上方より梁を吊り下
げ移動して取り付けを行う際には、梁の長手方向端面を
鋼製梁の側面部側へ近接させる横方向の移動を要さず、
かつ梁の長手方向端面と鋼製梁の上面部端縁とが干渉し
ないので、下方移動のみの1ステップで取り付けを簡単
に行うことができ、作業性が向上する。
(1) A second attachment portion to which the beam is attached is formed so as to protrude from the edge of the upper flange portion.
Therefore, for example, when the beam is hung from above by a crane or the like to be mounted, the longitudinal end face of the beam does not need to be moved in the lateral direction to bring it closer to the side face of the steel beam.
Moreover, since the end face in the longitudinal direction of the beam and the end edge of the upper surface of the steel beam do not interfere with each other, the attachment can be easily performed in one step of only the downward movement, and the workability is improved.

【0014】(2)梁と鋼製梁との連結特に鋼製梁の側
面に梁を連結することができる。すなわち、建屋構造に
おいて例えば寄棟屋根の例えば母屋部分に鋼製梁を使用
し、鋼製梁の側面に対面して梁例えば木製梁を連結した
い場合には、鋼製梁と木製梁との間に梁連結金具を介在
配設することで、異材種の梁同士の連結が可能となる。
(2) Connection between Beam and Steel Beam Particularly, the beam can be connected to the side surface of the steel beam. That is, in a building structure, for example, when a steel beam is used for, for example, a main building part of a hipped roof, and when it is desired to connect a beam, for example, a wooden beam facing the side surface of the steel beam, between the steel beam and the wooden beam. By arranging the beam connecting metal fitting in between, it is possible to connect beams of different material types.

【0015】したがって、従来は、構造の複雑性及び組
立の困難性から、建屋構造例えば母屋領域にあっては、
全て木製梁により形成されてきたために、木材高騰の理
由からコストが高くなっていたのに対し、本願にあって
は、一部に鋼製梁を使用することでその問題点を解消で
き、コストダウンが図れる。
Therefore, conventionally, in the building structure, for example, in the purlin area, due to the complexity of the structure and the difficulty of assembling,
Since it was made entirely of wooden beams, the cost was high for the reason of soaring timber, whereas in the present application, the problem can be solved by using steel beams for part of the cost. Can be down.

【0016】請求項2に記載の発明に係る梁連結構造
は、建屋を支持する梁を複数連結してなる梁連結構造に
おいて、前記建屋に掛け渡され、上フランジ部(例えば
部材22)及び下フランジ部(例えば部材24)と、該
上フランジ部及び下フランジ部を連結するウエブ部(例
えば部材26)と、を有するH型鋼(例えば部材20)
と、前記H型鋼の長手方向と直交する方向に配設される
梁と、前記H型鋼と前記梁とを連結する梁連結金具と、
を有し、前記梁連結金具は、前記ウエブ部と対面して取
り付けられる第1の取付部と、前記梁の長手方向端部を
支持する底壁を含み、前記梁が取り付けられる第2の取
付部と、前記第1の取付部と前記第2の取付部とを連結
し、前記上フランジ部の端縁を越えて突出する位置に前
記第2の取付部を配置させる連結部と、を含むことを特
徴とするを有することを特徴とする。
A beam connecting structure according to a second aspect of the present invention is a beam connecting structure in which a plurality of beams supporting a building are connected, and the beam connecting structure is hung on the building and the upper flange portion (for example, the member 22) and the lower portion. H-section steel (for example, member 20) having a flange portion (for example, member 24) and a web portion (for example, member 26) connecting the upper flange portion and the lower flange portion.
A beam arranged in a direction orthogonal to the longitudinal direction of the H-shaped steel, and a beam connecting fitting for connecting the H-shaped steel and the beam,
The beam connecting fitting includes a first mounting portion mounted to face the web portion, and a bottom wall supporting a longitudinal end portion of the beam, and a second mounting portion to which the beam is mounted. And a connecting part that connects the first mounting part and the second mounting part and arranges the second mounting part at a position projecting beyond the end edge of the upper flange part. It is characterized by having.

【0017】請求項2の発明によれば、H型鋼において
も、請求項1と同様の作用・効果を奏することができ
る。
According to the invention of claim 2, even in the H-section steel, the same action and effect as in claim 1 can be obtained.

【0018】請求項3に記載の発明に係る梁連結金具
は、請求項2において、前記上フランジ部の天面には、
前記梁の天面と面一となる高さ位置にまで突設される第
1の部材(例えば部材29)を設けたことを特徴とす
る。
A beam connecting metal fitting according to a third aspect of the present invention is the beam connecting metal according to the second aspect, wherein the top surface of the upper flange portion is
It is characterized in that a first member (for example, the member 29) is provided so as to project to a height position that is flush with the top surface of the beam.

【0019】請求項3に記載の発明によれば、梁連結金
具が、H型鋼と梁との間に配設される理由により、請求
項2と同様の作用・効果を奏する。これに加えて、H型
鋼上に予め第1の部材を設けておけば、施工作業の簡略
化が図れると共に作業性が向上する。特に、H型鋼にあ
っては、鋼製部材と木製部材とを連結するという困難な
作業を、現場にて行う必要がなく、施工作業の簡略化が
図れると共に作業性が向上する。
According to the third aspect of the present invention, the beam connecting fitting has the same action and effect as the second aspect because the beam connecting fitting is arranged between the H-shaped steel and the beam. In addition, if the first member is provided on the H-shaped steel in advance, the construction work can be simplified and the workability is improved. In particular, in the case of H-section steel, it is not necessary to perform the difficult work of connecting the steel member and the wooden member on site, which simplifies the construction work and improves workability.

【0020】請求項4に記載の発明に係る梁連結構造
は、請求項2又は3において、前記梁連結金具の前記底
壁には、前記梁の長手方向の移動を規制するストッパー
(例えば部材18)が設けられていることをを特徴とす
る。
A beam connecting structure according to a fourth aspect of the present invention is the beam connecting structure according to the second or third aspect, wherein the bottom wall of the beam connecting fitting is provided with a stopper (for example, a member 18) that restricts movement of the beam in the longitudinal direction. ) Is provided.

【0021】請求項4に記載の発明によれば、梁の長手
方向端面を底壁上に載置させると共に、ストッパーに梁
の長手方向端面を係止させるだけで、梁との連結がで
き、梁を梁連結金具に取り付ける際の梁の長手方向の位
置決め作業を要しない。
According to the invention of claim 4, the longitudinal end face of the beam is placed on the bottom wall, and the stopper can be engaged with the longitudinal end face of the beam to connect with the beam. Positioning work in the longitudinal direction of the beam when attaching the beam to the beam connecting fitting is not required.

【0022】また、ストッパーが、梁連結金具の底壁に
対して設けられているので底壁の剛性が高まる。
Further, since the stopper is provided on the bottom wall of the beam connecting fitting, the rigidity of the bottom wall is enhanced.

【0023】請求項5に記載の発明に係る梁連結金具
は、請求項2又は3において、前記建屋に掛け渡される
H型鋼は、その掛け渡される水平方向に対して傾斜する
方向に配設され(例えば部材70)、前記第1の取付部
は、前記傾斜方向で異なる高さ位置に配設される2つの
取付面(例えば部材82a・82b)を有することを特
徴とする。
A beam connecting fitting according to a fifth aspect of the present invention is the beam connecting fitting according to the second or third aspect, wherein the H-shaped steel hung on the building is arranged in a direction inclined with respect to the horizontal direction. (For example, the member 70), the first mounting portion is characterized by having two mounting surfaces (for example, the members 82a and 82b) arranged at different height positions in the tilt direction.

【0024】請求項5に記載の発明によれば、第1の取
付部の2つの取付面を、H型鋼の傾斜に沿って取り付け
ることができ、建屋構造における傾斜する梁に対面して
他の梁を連結する場合にも、本願の梁連結構造を適用す
ることができる。
According to the invention described in claim 5, the two mounting surfaces of the first mounting portion can be mounted along the inclination of the H-shaped steel, and the other mounting surface can be opposed to the inclined beam in the building structure. The beam connection structure of the present application can also be applied to the case of connecting beams.

【0025】請求項6に記載の発明に係る梁連結金具付
き鋼製梁は、建屋に掛け渡され、上面部及び下面部と、
該上面部及び下面部を連結する側面部と、を含む鋼製梁
と、前記鋼製梁の長手方向と直交する方向に延設される
他の梁を鋼製梁に連結可能される梁連結金具と、を有
し、前記梁連結金具は、前記側面部と対面して取り付け
られる第1の取付部と、前記梁の長手方向端部を支持す
る底壁を含み、前記梁が取り付けられる第2の取付部
と、前記第1の取付部と前記第2の取付部とを連結し、
前記上面部の端縁を越えて突出する位置に前記第2の取
付部を配置させる連結部と、を含むことを特徴とする。
A steel beam with a beam connecting fitting according to a sixth aspect of the invention is hung on a building, and has an upper surface portion and a lower surface portion.
Steel beam including a side surface portion connecting the upper surface portion and the lower surface portion, and a beam connection capable of connecting another beam extending in a direction orthogonal to the longitudinal direction of the steel beam to the steel beam. A metal fitting, wherein the beam connecting metal fitting includes a first mounting portion that is mounted to face the side surface portion, and a bottom wall that supports an end portion in the longitudinal direction of the beam. 2 mounting portions, the first mounting portion and the second mounting portion are connected,
A connecting portion for disposing the second attachment portion at a position projecting beyond the edge of the upper surface portion.

【0026】請求項6に記載の発明によれば、梁連結金
具が、鋼製梁と梁との間に配設される理由により、請求
項1と同様の作用・効果を奏する。
According to the invention as set forth in claim 6, the beam connecting fitting has the same operation and effect as in claim 1 because the beam connecting fitting is arranged between the steel beams.

【0027】請求項7に記載の発明に係る梁連結方法
は、建屋を支持する複数の各梁を連結する梁連結方法に
おいて、予め梁連結金具を鋼製梁の側面部に固定してお
き、梁構築領域に前記鋼製梁を架設しておく工程と、前
記梁連結金具へ向けて梁をクレーンにより吊り下げ移動
させ、前記H型鋼の上面部の端縁を越えて突出する位置
にて、前記梁連結金具に設けられる第2の取付部に前記
梁の長手方向一端を載置させる工程と、を含むことを特
徴とする。
A beam connecting method according to a seventh aspect of the present invention is a beam connecting method for connecting a plurality of beams supporting a building, wherein a beam connecting fitting is previously fixed to a side surface portion of a steel beam, In the step of erection of the steel beam in the beam construction area, and by suspending and moving the beam toward the beam connecting fitting by a crane, at a position protruding beyond the edge of the upper surface of the H-shaped steel, A step of mounting one end of the beam in the longitudinal direction on a second mounting portion provided on the beam connecting fitting.

【0028】請求項7に記載の発明によれば、クレーン
により上方より木製梁を吊り下げ移動して取り付けを行
う際には、梁の長手方向端面を鋼製梁の側面部側へ近接
させる横方向の移動を要さず、かつ梁の長手方向端面と
鋼製梁の上面部端縁とが干渉しないので、下方移動のみ
の1ステップで取り付けを簡単に行うことができ、作業
性が向上する。
According to the invention described in claim 7, when the wooden beam is suspended from the upper side by the crane to be mounted, the longitudinal end face of the beam is brought close to the side face side of the steel beam. Since no longitudinal movement is required and the longitudinal end face of the beam does not interfere with the upper end edge of the steel beam, the installation can be easily performed in one step with only downward movement, improving workability. .

【0029】[0029]

【発明の実施の形態】以下、本発明の好適な実施の形態
について図面を参照して具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be specifically described below with reference to the drawings.

【0030】[実施の形態1]建屋構造において、本発
明に係る梁連結構造を適用した場合の連結構造について
図1〜図3を用いて説明する。図1は、本発明に係る梁
連結構造を示す断面図である。図2は、本実施の形態に
係る建屋構造1を示す平面図である。図3は、梁連結構
造にて使用される各構成要素の一部を示す図であり、
(A)はH型鋼20を示す斜視図、(B)は梁連結金具
10を示す斜視図である。
[Embodiment 1] In a building structure, a connection structure when the beam connection structure according to the present invention is applied will be described with reference to FIGS. FIG. 1 is a sectional view showing a beam connection structure according to the present invention. FIG. 2 is a plan view showing the building structure 1 according to this embodiment. FIG. 3 is a diagram showing a part of each component used in the beam connection structure,
(A) is a perspective view showing an H-shaped steel 20, and (B) is a perspective view showing a beam connecting fitting 10.

【0031】本実施の形態の建屋構造1は、図2に示す
ように、図示しない複数の骨組としての梁構造体により
構成され、特に、母屋領域(図2に示すI領域近傍)に
あっては、母屋を受ける母屋受け梁としてのH型鋼20
と、該H型鋼20と対面してその一端が配設される木製
梁40と、を含み、さらにH型鋼20と木製梁40と
は、梁連結金具10により連結されている。
As shown in FIG. 2, the building structure 1 of the present embodiment is composed of beam structures as a plurality of skeletons not shown, and particularly in the purlin area (near the I area shown in FIG. 2). Is an H-shaped steel 20 as a beam for receiving a purlin
And a wooden beam 40 whose one end is disposed so as to face the H-shaped steel 20, and the H-shaped steel 20 and the wooden beam 40 are connected by the beam connecting fitting 10.

【0032】<梁連結金具について>ここで、本発明の
特徴的な構成である梁連結金具10について図1及び図
3(B)を用いて説明する。
<Regarding Beam Connecting Fitting> Here, the beam connecting fitting 10 which is a characteristic configuration of the present invention will be described with reference to FIGS. 1 and 3B.

【0033】梁連結金具10は、図1及び図3(B)に
示すように、金属を屈曲加工してなる剛性部材であり、
H型鋼20と木製梁40とを連結する機能を有し、連結
部11、第1の取付部12及び第2の取付部14を含み
構成される。
As shown in FIGS. 1 and 3B, the beam connecting fitting 10 is a rigid member formed by bending metal.
It has a function of connecting the H-shaped steel 20 and the wooden beam 40, and is configured to include the connecting portion 11, the first mounting portion 12, and the second mounting portion 14.

【0034】連結部11は、図1(A)に示すように、
第1の取付部12より第2の取付部14まで延設して各
々を連結し、後述するH型鋼20の上フランジ部22の
端縁を越えて突出する位置に第2の取付部14を配置さ
せる機能を有する。そして、図3(B)に示すように、
連結部11は、第1の取付部12が一対の部材にて形成
されることに対応して、それぞれ延設されて一対の部材
を構成している。
The connecting portion 11 is, as shown in FIG.
The first mounting portion 12 is extended to the second mounting portion 14 and connected to each other, and the second mounting portion 14 is provided at a position projecting beyond the end edge of the upper flange portion 22 of the H-shaped steel 20 described later. It has the function of placing it. Then, as shown in FIG.
The connecting portions 11 are extended to form a pair of members corresponding to the first mounting portion 12 being formed of a pair of members.

【0035】尚、本例では、連結部11を一対にて構成
したが、この限りではなく、要は上フランジ部22の端
縁を越えて突出する位置に第2の取付部14を配置させ
るものであれば、前記第1の取付部12に対して一体的
に屈曲加工してもよい。
In this embodiment, the connecting portion 11 is composed of a pair, but this is not limiting, and the point is that the second mounting portion 14 is arranged at a position projecting beyond the end edge of the upper flange portion 22. If it is a thing, you may bend-process integrally with the said 1st attachment part 12.

【0036】第1の取付部12は、一対の部材12a・
12bにて形成され、H型鋼20の側面と対面当接して
H型鋼20に固定される部分であり、各々孔13a・1
3bが穿設されている。この孔13は、後述するボルト
30(図1)が挿通可能となるようにやや大きめの孔と
なっている。尚、この第1の取付部12も一対の部材に
て特に形成しなくてもよい。
The first mounting portion 12 includes a pair of members 12a.
12b, which is a portion fixed to the H-shaped steel 20 by abutting face-to-face contact with the side surface of the H-shaped steel 20.
3b is provided. The hole 13 is a slightly larger hole so that a bolt 30 (FIG. 1) described later can be inserted therethrough. The first mounting portion 12 does not have to be particularly formed of a pair of members.

【0037】第2の取付部14は、第1の取付部12よ
り延設される連結部11よりさらに延設されて、木製梁
40の一端をH型鋼20の長手方向側面と直交する方向
に固定せしめる機能を有し、一対の側壁15a・15b
及び底壁17を含み構成される。したがって、この一対
の側壁15a・15b及び底壁17により形成される断
面コ字状の輪郭は、図1(B)に示すように、木製梁4
0の断面方形状に形成される輪郭の一部とほぼ合致する
寸法を保っている。
The second mounting portion 14 is further extended from the connecting portion 11 extending from the first mounting portion 12 so that one end of the wooden beam 40 extends in the direction orthogonal to the longitudinal side face of the H-shaped steel 20. It has a function of fixing and has a pair of side walls 15a and 15b.
And a bottom wall 17. Therefore, the contour of the U-shaped cross section formed by the pair of side walls 15a and 15b and the bottom wall 17 is, as shown in FIG.
The dimensions are almost the same as those of a part of the contour formed in the zero cross section.

【0038】一対の側壁15a・15bは、一対の第1
の取付部12a・12bより各々直角に屈曲して延設さ
れる連結部11・11よりさらに延設され、図1(A)
及び図3(B)に示すように、その延設領域(連結部1
1を含む領域)は各々側面略逆L字状にて形成され、各
々孔16a・16bが複数例えば2個穿設されている。
The pair of side walls 15a and 15b are the pair of first side walls.
1A is further extended from the connecting portions 11 and 11 which are bent and extended at right angles from the mounting portions 12a and 12b of FIG.
And as shown in FIG. 3 (B), the extension area (connecting portion 1
The area including 1) is formed in a substantially inverted L shape on the side surface, and a plurality of holes 16a and 16b, for example, two holes are formed.

【0039】そして、側壁15a・15bは各々対面
し、側壁15aと側壁15bとの対向面間には、木製梁
40の一端が介在可能な空間が形成されている。
The side walls 15a and 15b face each other, and a space in which one end of the wooden beam 40 can intervene is formed between the facing surfaces of the side wall 15a and the side wall 15b.

【0040】底壁17は、一対の側壁15a・15b間
の下端位置に介在配設されて、木製梁40の長手方向端
部を支持可能に形成され、図1(A)及び図3(B)に
示すように、その第1の取付部12側の一端には上方方
向に屈曲形成されるストッパー18と、前記ストッパー
18が形成される側と反対側の一端に下方方向へ向けて
屈曲形成されるリブ19と、を含み形成される。
The bottom wall 17 is disposed at a lower end position between the pair of side walls 15a and 15b so as to support the longitudinal end portion of the wooden beam 40, as shown in FIGS. 1 (A) and 3 (B). ), A stopper 18 bent upward is formed at one end of the first mounting portion 12 side, and a stopper 18 bent downward is formed at one end opposite to the side where the stopper 18 is formed. And a rib 19 that is formed.

【0041】ストッパー18は、木製梁40の長手方向
端面を係止させると共に、木製梁40を梁連結金具10
に取り付ける際の特に木製梁40の長手方向の位置決め
を行い、かつ、木製梁40が載置された際の底壁17自
体の剛性を高める機能を有する。
The stopper 18 locks the longitudinal end face of the wooden beam 40 and also connects the wooden beam 40 to the beam connecting fitting 10.
It has a function of positioning the wooden beam 40 particularly in the longitudinal direction when the wooden beam 40 is mounted, and enhancing the rigidity of the bottom wall 17 itself when the wooden beam 40 is placed.

【0042】リブ19は、図3(B)に示すように、底
壁17に木製梁40の一端を載置した際の、底壁17の
強度を維持するリブとしての機能を有する。したがっ
て、底壁17は、ストッパー18とリブ19により剛性
が十分に高まることとなる。
As shown in FIG. 3B, the rib 19 has a function as a rib for maintaining the strength of the bottom wall 17 when one end of the wooden beam 40 is placed on the bottom wall 17. Therefore, the rigidity of the bottom wall 17 is sufficiently increased by the stopper 18 and the rib 19.

【0043】尚、側壁15と連結部11とを含む領域
は、図1(A)に示すように、側面逆L字状に形成され
ることにより、底壁17が形成される側と、第1の取付
部12が形成される側との間には、距離lが隔てられて
おり、その距離は、H型鋼20の上下フランジ部22・
24の横幅の半分の長さより長く形成される。すなわ
ち、上フランジ部22の端縁と木製梁40の長手方向端
面との間にはクリアランスが形成される。したがって、
木製梁40がH型鋼20の上フランジ部22に干渉する
ことなく木製梁40をストッパー18に係止できるよう
に形成される。
As shown in FIG. 1 (A), the region including the side wall 15 and the connecting portion 11 is formed in an inverted L-shape on the side surface so that the side where the bottom wall 17 is formed and There is a distance 1 between the mounting portion 12 and the side where the mounting portion 12 is formed.
It is formed to be longer than half the width of 24. That is, a clearance is formed between the edge of the upper flange portion 22 and the longitudinal end surface of the wooden beam 40. Therefore,
The wooden beam 40 is formed so that the wooden beam 40 can be locked to the stopper 18 without interfering with the upper flange portion 22 of the H-shaped steel 20.

【0044】<梁について>H型鋼20は、建屋に掛け
渡される鋼製部材であり、図3(A)に示すように、上
下各フランジ部22・24と、該上下フランジ部22・
24を連結するウエブ部26と、を含み、上フランジ部
22にはその長手方向に亘って結合部材29が予め工場
段階で取り付けられた、いわゆる結合部材付きのH型鋼
である。
<Regarding the Beam> The H-shaped steel 20 is a steel member that is hung on the building, and as shown in FIG. 3 (A), the upper and lower flange portions 22 and 24, and the upper and lower flange portions 22 and 24.
A so-called H-shaped steel with a connecting member, in which a connecting member 29 is attached to the upper flange portion 22 along the longitudinal direction of the upper flange portion 22 in advance at a factory stage.

【0045】また、ウエブ部26には、長手方向に沿っ
て複数例えば10個の貫通孔27・28が穿設される。
このうち貫通孔28に関しては、図3(B)に示す梁連
結金具10の孔13a・13bと合致する位置、すなわ
ち、図3に示すように、各貫通孔28間の距離Lと孔1
3a・13b間の距離Lとが等しくなるように穿設さ
れ、後述するボルト30が挿通可能となっている。した
がって、貫通孔28は、少なくとも間隔Lを隔てた一対
の貫通孔28・28がセットになって複数穿設されるこ
ととなる。
Further, the web portion 26 is provided with a plurality of, for example, ten through holes 27 and 28 along the longitudinal direction.
Of these, the through holes 28 are located at positions corresponding to the holes 13a and 13b of the beam connecting fitting 10 shown in FIG. 3B, that is, as shown in FIG.
The holes 30 are bored so that the distance L between 3a and 13b is equal, and a bolt 30 described later can be inserted therethrough. Therefore, a plurality of through-holes 28 are formed as a set of a pair of through-holes 28, 28 spaced at least by the distance L.

【0046】さらに、この貫通孔28は、吊り上げ用の
図示しない吊り具を引っ掛ける孔として兼用できる。
尚、H型鋼20は、例えば他のI型鋼、L型鋼、断面コ
字状のもの等、少なくともウエブ部26を有する鋼製の
梁であれば、本発明の梁連結金具の取り付けが可能であ
る。
Further, the through hole 28 can also be used as a hole for hooking a lifting tool (not shown) for lifting.
If the H-shaped steel 20 is a steel beam having at least the web portion 26, such as other I-shaped steel, L-shaped steel, and U-shaped cross-section, the beam connecting fitting of the present invention can be attached. .

【0047】木製梁40は、図1に示すように、H型鋼
40の長手方向側面に対して、その一端が対面して配設
されている。
As shown in FIG. 1, the wooden beam 40 is arranged such that one end thereof faces the longitudinal side surface of the H-shaped steel 40.

【0048】<梁連結構造について>上記のような梁連
結金具10により、H型鋼20及び木製梁40を連結す
ることで、図1のような構造となる。
<Regarding Beam Connection Structure> By connecting the H-shaped steel 20 and the wooden beam 40 with the beam connection metal fitting 10 as described above, a structure as shown in FIG. 1 is obtained.

【0049】そして、図1に示すように、H型鋼20と
梁連結金具10とは、ウエブ部26の一面に梁連結金具
10の取付部12a・12bの一面を当接して、かつ、
孔13、28にボルト30の軸を梁連結金具10側より
挿通させて、その反対側よりナット32を螺合させるこ
とで、固定を行っている。
Then, as shown in FIG. 1, the H-shaped steel 20 and the beam connecting metal fitting 10 are such that one surface of the mounting portion 12a, 12b of the beam connecting metal fitting 10 contacts one surface of the web portion 26, and
The shaft of the bolt 30 is inserted into the holes 13 and 28 from the beam connecting fitting 10 side, and the nut 32 is screwed from the opposite side to fix the bolt.

【0050】また、木製梁40と梁連結金具10とは、
例えば、ねじ、スクリューボルト、釘等を孔16に挿通
させて、木製梁40の一端に打ち込むことで取り付けを
行っている。尚、図1に示すように、結合部材29の天
面と木製梁40の天面とは面一となるように、予め貫通
孔28の穿設高さ位置及び梁連結金具10の大きさが設
定されている。
Further, the wooden beam 40 and the beam connecting fitting 10 are
For example, a screw, a screw bolt, a nail, or the like is inserted through the hole 16 and driven into one end of the wooden beam 40 to be attached. As shown in FIG. 1, the drilling height position of the through hole 28 and the size of the beam connecting fitting 10 are set in advance so that the top surface of the coupling member 29 and the top surface of the wooden beam 40 are flush with each other. It is set.

【0051】これにより、結合部材29及び木製梁40
の天面にさらに所望の屋根傾斜角を維持する図示しない
部材を固定する際の高さ寸法の調整が不要となる。
As a result, the connecting member 29 and the wooden beam 40 are
Further, it is not necessary to adjust the height dimension when fixing a member (not shown) that maintains a desired roof inclination angle to the top surface.

【0052】<連結方法について>次に、梁連結構造に
おける連結方法を図1〜図3を用いて説明する。
<About Connection Method> Next, a connection method in the beam connection structure will be described with reference to FIGS.

【0053】予め工場段階で梁連結金具10をH型鋼2
0に固定しておく。この時、梁連結金具10の第1の取
付部12を、H型鋼20のウエブ部26に当接させて、
ボルト30・ナット32により強固に取付固定を行う。
また、H型鋼20の上フランジ部22の天面に屋根下面
との間に介在される結合部材58を設けておく。
The beam connecting fitting 10 was previously formed into the H-shaped steel 2 at the factory stage.
It is fixed at 0. At this time, the first mounting portion 12 of the beam connecting fitting 10 is brought into contact with the web portion 26 of the H-shaped steel 20,
Firmly attach and fix with bolts 30 and nuts 32.
Further, a connecting member 58 is provided on the top surface of the upper flange portion 22 of the H-shaped steel 20 so as to be interposed between the upper surface and the lower surface of the roof.

【0054】そして、建築現場にて梁構築領域の一部
(図2に示すI領域)にH型鋼20を架設しておく。
Then, the H-section steel 20 is erected in a part of the beam construction area (area I shown in FIG. 2) at the construction site.

【0055】次いで、木製梁40をクレーン等の昇降手
段により吊り下げ移動し、梁連結金具10の底壁17に
木製梁40の長手方向端部を載置させる。
Next, the wooden beam 40 is suspended and moved by an elevating means such as a crane, and the longitudinal end of the wooden beam 40 is placed on the bottom wall 17 of the beam connecting fitting 10.

【0056】この時、木製梁40が載置される底壁17
が、上フランジ部22の端縁より突出して形成されてい
るので、木製梁40の長手方向端面をH型鋼20のウエ
ブ部26側へ近接させる横方向の移動を要さず、かつ木
製梁40の長手方向端面とH型鋼20の上フランジ部2
2端縁とが干渉しないので、下方移動のみの1ステップ
で取り付けを簡単に行うことができる。
At this time, the bottom wall 17 on which the wooden beam 40 is placed
Is formed so as to project from the edge of the upper flange portion 22, so that the longitudinal end face of the wooden beam 40 does not need to be moved in the lateral direction to bring it closer to the web portion 26 side of the H-shaped steel 20, and the wooden beam 40 Longitudinal end face of the H-shaped steel 20 and the upper flange 2
Since the two edges do not interfere with each other, the attachment can be easily performed by only one step of downward movement.

【0057】さらにこの時、ストッパー18に木製梁4
0の長手方向端面が当接する。したがって、木製梁40
を梁連結金具10に連結させる際には、木製梁40の長
手方向の位置決め作業を特に必要としない。
Further, at this time, the wooden beam 4 is attached to the stopper 18.
The longitudinal end face of 0 abuts. Therefore, the wooden beam 40
When connecting the wooden beam 40 to the beam connecting fitting 10, positioning work in the longitudinal direction of the wooden beam 40 is not particularly required.

【0058】上記のように、H型鋼20と木製梁40と
の連結には、上記のような梁連結金具10により特別な
作業を要さなくても連結できる。また、H型鋼20の天
面には結合部材58が予め接合されており、この結合部
材58の天面と木製梁40の天面とを予め面一になるよ
うに梁連結金具10が設けられていることから、現場で
の所定の屋根傾斜角を有する部材をさらに天面に取り付
ける際の高さ調整作業をも不要となる。
As described above, the H-shaped steel 20 and the wooden beam 40 can be connected to each other without any special work by the beam connecting fitting 10 as described above. Further, a joining member 58 is previously joined to the top surface of the H-shaped steel 20, and the beam connecting fitting 10 is provided so that the top surface of the joining member 58 and the top surface of the wooden beam 40 are flush with each other in advance. Therefore, it is not necessary to adjust the height when a member having a predetermined roof inclination angle is further attached to the top surface at the site.

【0059】以上のように本実施の形態の一例によれ
ば、以下の効果を有する。
As described above, according to the example of the present embodiment, the following effects are obtained.

【0060】(1)木製梁が取り付けられる第2の取付
部が、上フランジ部の端縁より突出して形成されてるの
で、例えばクレーン等により上方より木製梁を吊り下げ
移動して取り付けを行う際には、木製梁の長手方向端面
をH型鋼のウエブ部側へ近接させる横方向の移動を要さ
ず、かつ木製梁の長手方向端面とH型鋼の上フランジ部
端縁とが干渉しないので、下方移動のみの1ステップで
取り付けを簡単に行うことができ、作業性が向上する。
(1) Since the second mounting portion to which the wooden beam is attached is formed so as to project from the end edge of the upper flange portion, when the wooden beam is hung and moved from above by a crane or the like for attachment. Does not require lateral movement to bring the longitudinal end face of the wooden beam close to the web portion side of the H-shaped steel, and since the longitudinal end face of the wooden beam and the upper flange portion edge of the H-shaped steel do not interfere with each other, Installation can be done easily with only one step of downward movement, improving workability.

【0061】(2)木製梁とH型鋼との連結特にH型鋼
の側面に木製梁を連結することができる。すなわち、建
屋構造において例えば寄棟屋根の例えば母屋部分にH型
鋼を使用し、H型鋼の側面に対面して木製梁を連結した
い場合には、H型鋼と木製梁との間に梁連結金具を介在
配設することで、異材種の梁同士の連結が可能となる。
(2) Connection of Wooden Beam and H-Shaped Steel Wooden beams can be connected particularly to the side surface of the H-shaped steel. That is, in the building structure, for example, when H-shaped steel is used for, for example, the main building of the hipped roof, and it is desired to connect the wooden beams facing the side of the H-shaped steel, a beam connecting metal fitting is provided between the H-shaped steel and the wooden beams. By interposing them, it is possible to connect beams of different material types.

【0062】したがって、従来は、構造の複雑性及び組
立の困難性から、建屋構造例えば母屋領域にあっては、
全て木製梁により形成されてきたために、木材高騰の理
由からコストが高くなっていたのに対し、本願にあって
は、一部にH型鋼を使用することでその問題点を解消で
き、コストダウンが図れる。
Therefore, conventionally, due to the complexity of the structure and the difficulty of assembling, in the building structure, for example, the purlin area,
Since it was made entirely of wooden beams, the cost was high for the reason of soaring timber, but in the present application, the problem can be solved by partially using H-shaped steel, and the cost can be reduced. Can be achieved.

【0063】また、異材種の梁同士の連結が可能となる
ことで、低コストを維持しながらも建屋構造を所望の梁
構造に形成しやすく、梁構造のバリエーションを増やす
ことができる。
Further, since it is possible to connect beams of different material types, it is possible to easily form a building structure into a desired beam structure while maintaining low cost, and it is possible to increase variations of the beam structure.

【0064】(3)H型鋼と木製梁との連結を行う際に
は、梁連結金具により連結することで、施工作業上きわ
めて有用である。すなわち、梁連結金具を予めH型鋼に
固定しておき、その後、木製梁をクレーン等により吊り
下げ移動させ底壁上に載置させることで、木製梁の側面
を側壁間に挿入でき、特に木製梁の短手方向の位置決め
作業を要さずに、木製梁を連結することが可能となり、
作業性が向上する。
(3) When connecting the H-section steel and the wooden beam, it is extremely useful for construction work by connecting them with the beam connecting fittings. That is, by fixing the beam connecting fitting to the H-shaped steel in advance, and then suspending and moving the wooden beam by a crane or the like and placing it on the bottom wall, the side surface of the wooden beam can be inserted between the side walls, and particularly the wooden beam can be inserted. It is possible to connect wooden beams without the need for positioning work in the lateral direction of the beam.
Workability is improved.

【0065】(4)木製梁の長手方向端面を底壁上に載
置させると共に、ストッパーに木製梁の長手方向端面を
係止させるだけで、木製梁との連結ができ、木製梁を梁
連結金具に取り付ける際の木製梁の長手方向の位置決め
作業を要しない。
(4) It is possible to connect the wooden beam to the wooden beam by simply placing the longitudinal end face of the wooden beam on the bottom wall and locking the longitudinal end face of the wooden beam to the stopper. There is no need to position the wooden beam in the longitudinal direction when attaching it to the metal fittings.

【0066】また、ストッパーが、梁連結金具の底壁に
対して屈曲加工して設けられているので剛性が高まる。
Further, since the stopper is provided by bending the bottom wall of the beam connecting fitting, the rigidity is increased.

【0067】(5)H型鋼上に予め結合部材を設けてお
けば、鋼製部材と木製部材とを連結するというの困難な
作業を、現場にて行う必要がなく、施工作業の簡略化が
図れると共に作業性が向上する。
(5) If the connecting member is provided on the H-shaped steel in advance, it is not necessary to perform the difficult work of connecting the steel member and the wooden member on site, and the construction work can be simplified. Workability is improved as well.

【0068】[実施の形態2]次に、本発明に係る実施
の形態2について図4〜図7に基づいて説明する。図4
は、本実施の形態2における建屋構造2を示す平面図で
ある。図5は、建屋構造2での梁連結構造を示す図であ
り、(A)はII部分での側面図、(B)はII部分での正
面方向から見た断面図、(C)はIII 部分での側面図を
それぞれ示す。図6は、本発明に係る梁連結金具の変形
例を示す図であり、(A)は平面図、(B)は正面図、
(C)は側面図である。図7は、本発明に係る梁連結金
具の他の変形例を示す図であり、(A)は平面図、
(B)は正面図、(C)は側面図である。
[Second Embodiment] Next, a second embodiment according to the present invention will be described with reference to FIGS. FIG.
[Fig. 6] is a plan view showing a building structure 2 according to the second embodiment. 5: is a figure which shows the beam connection structure in the building structure 2, (A) is a side view in II part, (B) is sectional drawing seen from the front direction in II part, (C) is III. The side view in each part is shown. 6A and 6B are views showing a modified example of the beam connecting fitting according to the present invention, where FIG. 6A is a plan view and FIG. 6B is a front view.
(C) is a side view. FIG. 7: is a figure which shows the other modification of the beam connection metal fitting which concerns on this invention, (A) is a top view,
(B) is a front view, (C) is a side view.

【0069】尚、前記実施の形態1と実質的に同様の構
成を有する部材に関しては、その詳細な説明を省略し、
異なる部分について述べる。
Detailed description of members having substantially the same structure as in the first embodiment will be omitted.
The different parts will be described.

【0070】本実施の形態2と上記実施の形態1との相
違点は、図4に示すように、建屋構造2が建屋構造1と
異なるために生じる相違点であり、より詳細には、図3
に示すH型鋼20と、図5に示す鋼製ベント梁50及び
70との形状が異なる点、一面にテーパ面を有する結合
部材59、62がさらに設けられている点、である。
The difference between the second embodiment and the first embodiment is that the building structure 2 is different from the building structure 1 as shown in FIG. 4, and more specifically, FIG. Three
5 is different from the steel bent beams 50 and 70 shown in FIG. 5, and joint members 59 and 62 each having a tapered surface on one surface are further provided.

【0071】本実施の形態2の建屋構造2は、図4に示
すように、図示しない複数の骨組としての梁構造体によ
り構成され、特に、母屋領域にあっては、母屋を受ける
母屋受け梁としての鋼製ベント梁70・72と、該鋼製
ベント梁70・72間に介在配設される母屋としての木
製梁60と、を含み、さらに鋼製ベント梁70と木製梁
60と、及び鋼製ベント梁72と木製梁60と、とは、
梁連結金具10により連結されている。
As shown in FIG. 4, the building structure 2 of the second embodiment is composed of a beam structure as a plurality of skeletons (not shown). Particularly, in the purlin area, a purlin receiving beam for receiving the purlin. And a wooden beam 60 as a purlin which is interposed between the steel bent beams 70 and 72, further comprising the steel bent beam 70 and the wooden beam 60, and The steel bent beam 72 and the wooden beam 60 are
It is connected by the beam connecting fitting 10.

【0072】上記梁連結構造は、より詳細には、図4に
おけるII部は図5(A)(B)に示されており、図4に
おける III部は図5(C)に示されている。
More specifically, the beam connection structure is shown in FIG. 4 by the II portion shown in FIGS. 5A and 5B and the III portion shown in FIG. 5C. .

【0073】図5(A)(B)に示す例では、鋼製ベン
ト梁50は、前記H型鋼20(図3(A)参照)と同様
の構成を有する水平部52と、該水平部52より下方に
傾斜しつつ延設される登り部54と、を含み構成され
る。そして、鋼製ベント梁50の水平部52上には、結
合部材58が取付固定され、さらに結合部材58の上に
は結合部材59が取付固定されている。一方、木製梁6
0の天面にも結合部材62が取付固定されている。
In the example shown in FIGS. 5 (A) and 5 (B), the steel bent beam 50 has a horizontal portion 52 having the same structure as the H-shaped steel 20 (see FIG. 3 (A)), and the horizontal portion 52. And a climbing portion 54 extending downward while inclining. A joining member 58 is attached and fixed on the horizontal portion 52 of the steel bent beam 50, and a joining member 59 is attached and fixed on the joining member 58. On the other hand, wooden beam 6
The connecting member 62 is also attached and fixed to the top surface of 0.

【0074】したがって、上記構造を適用すれば、複雑
な例えば異なる方向の勾配の屋根面を有する建屋構造例
えば寄棟に鋼製ベント梁50を用いた場合であっても、
本発明に係る梁連結構造が適応できる。
Therefore, if the above structure is applied, even when a steel bent beam 50 is used in a complex building structure having roof surfaces with different slopes, for example, in a dormitory,
The beam connection structure according to the present invention can be applied.

【0075】さらに、予め一面にテーパ面を有する結合
部材59・62を予め工場段階で設けておけば、現場作
業項目が減り、さらに作業性が向上する。
Further, if the connecting members 59 and 62 having a tapered surface on one surface are provided in advance at the factory stage, the work items on site are reduced and the workability is further improved.

【0076】図5(C)に示す例では、鋼製ベント梁7
0の登り部72の一部がピックアップされている。そし
て、登り部72の傾斜する方向に梁連結金具10が取り
付けられている。また、木製梁60の天面には結合部材
62が取り付けられている。本第5(C)図の例でも、
上記図5(A)(B)の例同様の効果が期待できると共
に、登り部72にも梁連結金具10が連結可能であるこ
とから、さらに適応箇所が増え、作業上好ましい。
In the example shown in FIG. 5C, the steel bent beam 7 is used.
A part of the 0 climbing portion 72 is picked up. The beam connecting fitting 10 is attached in the direction in which the climbing portion 72 is inclined. A connecting member 62 is attached to the top surface of the wooden beam 60. In the example of FIG. 5 (C),
The effect similar to the example of FIGS. 5A and 5B can be expected, and since the beam connecting fitting 10 can be connected to the climbing portion 72 as well, the number of adaptable places is further increased, which is preferable in terms of work.

【0077】また、梁連結金具10の変形として、図6
及び図7のようなものがある。
As a modification of the beam connecting fitting 10, as shown in FIG.
And there is something like FIG.

【0078】図6に示す変形例は、前記実施の形態1で
の図3(B)に示す第1の取付部12の各取付面を、鋼
製ベント梁70の登り部72傾斜角度に従い傾斜させた
配置とするものである。
In the modification shown in FIG. 6, each mounting surface of the first mounting portion 12 shown in FIG. 3 (B) in the first embodiment is inclined according to the inclination angle of the climbing portion 72 of the steel bent beam 70. The arrangement is made to be.

【0079】梁連結金具80は、鋼製ベント梁50(7
0)の登り部54(72)の側面が傾斜する方向に向か
うに従い、第1の取付部82a・82bの取付面の配置
が傾斜する構成である。また、連結部81及び側壁85
も、前記取付面に対応した高さ位置にまで、底壁87よ
り延設された構成となっている。
The beam connecting fitting 80 is a steel bent beam 50 (7
The arrangement of the attachment surfaces of the first attachment portions 82a and 82b is inclined as the side surface of the climbing portion 54 (72) of 0) is inclined. In addition, the connecting portion 81 and the side wall 85
Also, it is configured to extend from the bottom wall 87 to a height position corresponding to the mounting surface.

【0080】尚、共通部分の符号の対応は、実施の形態
1の梁連結金具10に対して、連結部11は81に対応
し、第1の取付部12は82に対応し、孔13は83に
対応し、第2の取付部14は84に対応し、側壁15は
85に対応し、孔16は86に対応し、底壁17は87
に対応し、ストッパー18は88に対応し、リブ19は
89に対応する。
The reference numerals of the common portions correspond to the beam connecting fitting 10 of the first embodiment, the connecting portion 11 corresponds to 81, the first attaching portion 12 corresponds to 82, and the hole 13 indicates 83, the second mounting portion 14 corresponds to 84, the side wall 15 corresponds to 85, the hole 16 corresponds to 86, and the bottom wall 17 corresponds to 87.
The stopper 18 corresponds to 88, and the rib 19 corresponds to 89.

【0081】これにより、鋼製ベント梁50(70)を
有するものにあっては、登り部54(72)の傾斜角に
対応して各々第1の取付部82b・82aを有すること
で、鋼製ベント梁50(70)と梁連結金具80との結
合力が増大し、より強固な連結が可能となる。
As a result, the steel bent beam 50 (70) has the first mounting portions 82b and 82a corresponding to the inclination angle of the climbing portion 54 (72). The binding force between the bent beam 50 (70) made of the product and the beam connecting fitting 80 increases, and a stronger connection becomes possible.

【0082】また、第1の取付部82がH型鋼の傾斜に
沿って傾斜した配置とすることで、建屋構造における傾
斜する梁に対面して他の木製梁を連結する場合にも、梁
連結金具10を使用することができる。
Further, by arranging the first mounting portion 82 so as to be inclined along the inclination of the H-shaped steel, the beam connection can be made even when connecting another wooden beam facing the inclined beam in the building structure. The fitting 10 can be used.

【0083】一方、図7に示す梁連結金具90は、第2
の取付部94の側壁95a・95bの第1の取付部92
a・92b側と反対側に傾斜部95a−1・95b−1
を設けた点で、図1の梁連結金具10と異なる。
On the other hand, the beam connecting fitting 90 shown in FIG.
The first mounting portion 92 of the side walls 95a and 95b of the mounting portion 94 of
The inclined portions 95a-1 and 95b-1 are provided on the side opposite to the a / 92b side.
1 is different from the beam connecting fitting 10 in FIG.

【0084】尚、共通部分の符号の対応は、実施の形態
1の梁連結金具10に対して、連結部11は91に対応
し、第1の取付部12は92に対応し、孔13は93に
対応し、第2の取付部14は94に対応し、側壁15は
95に対応し、孔16は96に対応し、底壁17は97
に対応し、ストッパー18は98に対応し、リブ19は
99に対応する。
Incidentally, the reference numerals of common parts correspond to the beam connecting fitting 10 of the first embodiment, the connecting portion 11 corresponds to 91, the first attaching portion 12 corresponds to 92, and the hole 13 corresponds to 93, the second mounting portion 14 corresponds to 94, the side wall 15 corresponds to 95, the hole 16 corresponds to 96, and the bottom wall 17 corresponds to 97.
The stopper 18 corresponds to 98, and the rib 19 corresponds to 99.

【0085】この傾斜部95a−1・95b−1によ
り、木製梁を梁連結金具に挿入するに際し、挿入しやす
くなり、梁連結金具10に比べて作業性が向上する。
The inclined portions 95a-1 and 95b-1 facilitate the insertion of the wooden beam into the beam connecting fitting, and improve the workability as compared with the beam connecting fitting 10.

【0086】尚、本実施の形態2における上記各梁連結
構造における梁連結方法は、上記実施の形態1の方法同
様、梁連結金具10・結合部材58・59を予め工場段
階で鋼製ベント梁50に取付固定しておき、一方木製梁
60にも結合部材62を取り付けておき、建築現場にて
連結させる方法を採る。
The beam connecting method in each of the beam connecting structures according to the second embodiment is similar to the method according to the first embodiment, except that the beam connecting metal fitting 10 and the connecting members 58 and 59 are preliminarily made of steel bent beams at the factory stage. A method of attaching and fixing to 50 and a connecting member 62 to the wooden beam 60 and connecting them at a construction site is adopted.

【0087】本実施の形態2ににおける効果は、前記実
施の形態1と全く同様の効果を期待できる。また、H型
鋼として鋼製ベント梁50(70)を使用し、かつ、そ
の傾斜に対応した梁連結金具80を使用することで、実
施の形態1に比べてさらに、本発明の梁連結構造が適用
できる建屋構造のバリエーションが増大する。
The effects of the second embodiment can be expected to be the same as those of the first embodiment. Further, by using the steel bent beam 50 (70) as the H-shaped steel and using the beam connecting fitting 80 corresponding to the inclination, the beam connecting structure of the present invention is further provided as compared with the first embodiment. The variations of applicable building structures will increase.

【0088】尚、本発明に係る装置と方法はそのいくつ
かの特定の実施の形態に従って説明してきたが、当業者
は本発明の主旨及び範囲から逸脱することなく本発明の
本文に記述した実施の形態に対して種々の変形が可能で
ある。例えば、本連結構造及び梁連結金具は、寄棟屋根
の構造に用いられるものに限らず、切妻屋根、棟違い屋
根、葺おろし屋根、大屋根、3階建、片流れ屋根(陸屋
根)、方形屋根、入母屋屋根、T型屋根、L型屋根、無
落雷屋根、半切妻屋根、マンサード屋根、腰折屋根、M
屋根、鋸屋根、越屋根、差掛屋根、招き屋根、バタフラ
イ屋根等にあって、本構造が適用できる箇所に適用して
もよい。
Although the apparatus and method of the present invention have been described in accordance with some specific embodiments thereof, those skilled in the art can practice the invention as described in the text of the present invention without departing from the spirit and scope of the invention. Various modifications can be made to the form. For example, the present connecting structure and the beam connecting fittings are not limited to those used for the structure of the hipped roof, but also gable roof, cross-ridged roof, thatched roof, large roof, 3 stories, one-sided roof (flat roof), square roof. , Roof for purlin, T-shaped roof, L-shaped roof, lightning-free roof, half-gable roof, mansard roof, hip-folded roof, M
The structure may be applied to a roof, a saw roof, a roof overhang, a hanging roof, a beckoning roof, a butterfly roof, and the like, to which this structure can be applied.

【0089】また、寄棟屋根にあっては、単純寄棟、片
棟、方形、桁下り、入母屋、妻落し、ドーマー、雁行
等、切妻屋根にあっては、段棟等の構造でも適用できる
箇所に適用してもよい。
Further, a structure such as a simple dormitory, a single wing, a square, a girder, a barn, a girder, a dormer, a geese, etc. can be applied to a dormitory roof, and a terraced structure can be applied to a gable roof. It may be applied to any place.

【0090】[0090]

【発明の効果】請求項1、2、3、6及び7の各発明に
よれば、第2の取付部が、上面部の端縁より突出して形
成されてため、梁の取り付けの際に横方向の移動を要さ
ず、かつ梁の長手方向端面と鋼製梁の上面部端縁とが干
渉しないので、下方移動のみの1ステップで取り付けを
簡単に行うことができ、施工作業の簡略化が図れると共
に作業性が向上する。また、建屋構造の一部に鋼製梁を
使用することでコストダウンが図れる。
According to the first, second, third, sixth and seventh aspects of the present invention, since the second mounting portion is formed so as to project from the edge of the upper surface portion, the second mounting portion is laterally mounted when the beam is mounted. Since no longitudinal movement is required and the longitudinal end face of the beam does not interfere with the top edge of the steel beam, installation can be performed easily in one step with only downward movement, simplifying construction work. And the workability is improved. In addition, the cost can be reduced by using steel beams as part of the building structure.

【0091】特に、請求項3では、予め結合部材を設け
ることで、施工作業の簡略化が図れると共に作業性が向
上する。。
In particular, according to the third aspect, by providing the connecting member in advance, the construction work can be simplified and the workability is improved. .

【0092】請求項4の発明によれば、ストッパーによ
り位置決めを要せず、かつ剛性が高まる。
According to the invention of claim 4, the stopper does not require positioning, and the rigidity is increased.

【0093】請求項5の発明によれば、第1の取付部の
取付面がH型鋼の傾斜方向に沿って異なる位置に配設さ
れることで、建屋構造における傾斜する梁に対面して他
の木製梁を連結する場合にも、梁連結金具を使用するこ
とができる。
According to the fifth aspect of the present invention, the mounting surface of the first mounting portion is arranged at different positions along the inclination direction of the H-section steel, so that the mounting surface of the first mounting portion can face another inclined beam in the building structure. The beam connecting metal fittings can also be used when connecting the wooden beams.

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

【図1】本発明に係る梁連結構造の一実施の形態を示す
図であり、(A)は正面図、(B)は側面図をそれぞれ
示す。
1A and 1B are views showing an embodiment of a beam connection structure according to the present invention, in which FIG. 1A is a front view and FIG. 1B is a side view.

【図2】図1の連結構造が適用される建屋構造を示す平
面図である。
FIG. 2 is a plan view showing a building structure to which the connection structure of FIG. 1 is applied.

【図3】図1の連結構造にて使用される各構成要素を示
す図であり、(A)はH型鋼を示す斜視図、(B)は梁
連結金具を示す斜視図である。
3A and 3B are views showing respective constituent elements used in the connecting structure of FIG. 1, FIG. 3A is a perspective view showing an H-shaped steel, and FIG. 3B is a perspective view showing a beam connecting fitting.

【図4】本発明に係る梁連結構造の他の実施の形態が適
用される建屋構造を示す平面図である。
FIG. 4 is a plan view showing a building structure to which another embodiment of the beam connection structure according to the present invention is applied.

【図5】図4の建屋構造での梁連結構造を示す図であ
り、(A)はII部分での側面図、(B)はII部分での正
面方向から見た断面図、(C)はIII 部分での側面図を
それぞれ示す。
5 is a diagram showing a beam connection structure in the building structure of FIG. 4, (A) is a side view of the II portion, (B) is a cross-sectional view of the II portion as viewed from the front, (C) Shows side views of the III part respectively.

【図6】本発明に係る梁連結金具の変形例を示す図であ
り、(A)は平面図、(B)は正面図、(C)は側面図
である。
6A and 6B are views showing a modified example of the beam connecting fitting according to the present invention, in which FIG. 6A is a plan view, FIG. 6B is a front view, and FIG.

【図7】本発明に係る梁連結金具の他の変形例を示す図
であり、(A)は平面図、(B)は正面図、(C)は側
面図である。
7A and 7B are views showing another modification of the beam connecting fitting according to the present invention, in which FIG. 7A is a plan view, FIG. 7B is a front view, and FIG.

【図8】従来の梁連結構造を適用した建屋構造の一例を
示した斜視図である。
FIG. 8 is a perspective view showing an example of a building structure to which a conventional beam connection structure is applied.

【図9】図8の建屋構造での梁連結構造を示す図であ
り、(A)は木製梁を連結する場合を示す斜視図であ
り、(B)は鋼製梁を連結する場合を示す斜視図であ
る。
9 is a view showing a beam connection structure in the building structure of FIG. 8, (A) is a perspective view showing a case where wooden beams are connected, and (B) shows a case where steel beams are connected. It is a perspective view.

【符号の説明】[Explanation of symbols]

10 梁連結金具 12a、12b 第1の取付部 14 第2の取付部 15a、15b 側壁 17 底壁 18 ストッパー 20 H型鋼 40 木製梁 10 Beam Connecting Metal Fittings 12a, 12b First Mounting Part 14 Second Mounting Part 15a, 15b Side Wall 17 Bottom Wall 18 Stopper 20 H-Shaped Steel 40 Wooden Beam

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 建屋を支持する梁を複数連結してなる梁
連結構造において、 前記建屋に掛け渡され、上面部及び下面部と、該上面部
及び下面部を連結する側面部と、を含む鋼製梁と、 前記鋼製梁の長手方向と直交する方向に配設される梁
と、 前記鋼製梁と前記梁とを連結する梁連結金具と、 を有し、 前記梁連結金具は、 前記側面部と対面して取り付けられる第1の取付部と、 前記梁の長手方向端部を支持する底壁を含み、前記梁が
取り付けられる第2の取付部と、 前記第1の取付部と前記第2の取付部とを連結し、前記
上面部の端縁を越えて突出する位置に前記第2の取付部
を配置させる連結部と、 を含むことを特徴とする梁連結構造。
1. A beam connection structure in which a plurality of beams supporting a building are connected to each other, the beam connection structure including an upper surface portion and a lower surface portion that are hung on the building, and a side surface portion that connects the upper surface portion and the lower surface portion. A steel beam, a beam arranged in a direction orthogonal to the longitudinal direction of the steel beam, and a beam connecting fitting for connecting the steel beam and the beam, and the beam connecting fitting, A first mounting portion that is mounted to face the side surface portion; a second mounting portion that includes a bottom wall that supports a longitudinal end of the beam; and the beam is mounted; and the first mounting portion. A beam connection structure, comprising: a connection part that connects the second attachment part and arranges the second attachment part at a position projecting beyond an edge of the upper surface part.
【請求項2】 建屋を支持する梁を複数連結してなる梁
連結構造において、 前記建屋に掛け渡され、上フランジ部及び下フランジ部
と、該上フランジ部及び下フランジ部を連結するウエブ
部と、を有するH型鋼と、 前記H型鋼の長手方向と直交する方向に配設される梁
と、 前記H型鋼と前記梁とを連結する梁連結金具と、 を有し、 前記梁連結金具は、 前記ウエブ部と対面して取り付けられる第1の取付部
と、 前記梁の長手方向端部を支持する底壁を含み、前記梁が
取り付けられる第2の取付部と、 前記第1の取付部と前記第2の取付部とを連結し、前記
上フランジ部の端縁を越えて突出する位置に前記第2の
取付部を配置させる連結部と、 を含むことを特徴とする梁連結構造。
2. A beam connection structure in which a plurality of beams supporting a building are connected to each other, wherein a web portion which is hung on the building and connects the upper flange portion and the lower flange portion with each other is connected to the upper flange portion and the lower flange portion. And a beam arranged in a direction orthogonal to the longitudinal direction of the H-shaped steel, and a beam connecting fitting for connecting the H-shaped steel and the beam, wherein the beam connecting fitting is A first attachment portion that is attached to face the web portion, a second attachment portion that includes a bottom wall that supports a longitudinal end portion of the beam, and the beam is attached, the first attachment portion And a connection part for connecting the second attachment part to each other and arranging the second attachment part at a position projecting beyond an end edge of the upper flange part, the beam connection structure.
【請求項3】 請求項2において、 前記上フランジ部の天面には、前記梁の天面と面一とな
る高さ位置にまで突設される第1の部材を設けたことを
特徴とする梁連結構造。
3. The upper member according to claim 2, wherein the top surface of the upper flange portion is provided with a first member protruding to a height position flush with the top surface of the beam. Beam connection structure.
【請求項4】 請求項2又は3において、 前記梁連結金具の前記底壁には、前記梁の長手方向の移
動を規制するストッパーが設けられていることを特徴と
する梁連結構造。
4. The beam connecting structure according to claim 2, wherein a stopper that restricts movement of the beam in the longitudinal direction is provided on the bottom wall of the beam connecting fitting.
【請求項5】 請求項2又は3において、 前記建屋に掛け渡されるH型鋼は、その掛け渡される水
平方向に対して傾斜する方向に配設され、 前記第1の取付部は、前記傾斜方向で異なる高さ位置に
配設される2つの取付面を有することを特徴とする梁連
結構造。
5. The H-section steel hung over the building according to claim 2 or 3, wherein the H-section steel is arranged in a direction inclined with respect to a horizontal direction in which the H-section steel is laid, and the first attachment portion is arranged in the inclination direction. A beam connection structure having two mounting surfaces arranged at different height positions.
【請求項6】 建屋に掛け渡され、上面部及び下面部
と、該上面部及び下面部を連結する側面部と、を含む鋼
製梁と、 前記鋼製梁の長手方向と直交する方向に延設される他の
梁を鋼製梁に連結可能される梁連結金具と、 を有し、 前記梁連結金具は、 前記側面部と対面して取り付けられる第1の取付部と、 前記梁の長手方向端部を支持する底壁を含み、前記梁が
取り付けられる第2の取付部と、 前記第1の取付部と前記第2の取付部とを連結し、前記
上面部の端縁を越えて突出する位置に前記第2の取付部
を配置させる連結部と、 を含むことを特徴とする梁連結金具付き鋼製梁。
6. A steel beam which is hung on a building and includes an upper surface portion and a lower surface portion, and a side surface portion which connects the upper surface portion and the lower surface portion, and a direction orthogonal to a longitudinal direction of the steel beam. A beam connecting fitting capable of connecting another extended beam to a steel beam, wherein the beam connecting fitting includes a first attaching portion attached to face the side surface portion, and A second mounting portion including a bottom wall supporting a longitudinal end portion, to which the beam is mounted, and the first mounting portion and the second mounting portion are connected to each other, and the second mounting portion is crossed over an edge of the upper surface portion. And a connecting portion for arranging the second mounting portion at a protruding position, and a steel beam with a beam connecting fitting.
【請求項7】 建屋を支持する複数の各梁を連結する梁
連結方法において、 予め梁連結金具を鋼製梁の側面部に固定しておき、梁構
築領域に前記鋼製梁を架設しておく工程と、 前記梁連結金具へ向けて他の梁をクレーンにより吊り下
げ移動させ、前記鋼製梁の上面部の端縁を越えて突出す
る位置にて、前記梁連結金具に設けられる第2の取付部
に前記梁の長手方向一端を載置させる工程と、 を含むことを特徴とする梁連結方法。
7. A beam connecting method for connecting a plurality of beams supporting a building, wherein a beam connecting fitting is fixed to a side surface of a steel beam in advance, and the steel beam is installed in a beam construction area. A second step provided on the beam connecting metal fitting at a position where the other beam is suspended and moved by a crane toward the beam connecting metal fitting and protrudes beyond an edge of an upper surface portion of the steel beam. And a step of mounting one end of the beam in the longitudinal direction on the mounting portion of the beam connecting method.
JP20353995A 1995-08-09 1995-08-09 Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method Pending JPH0949286A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20353995A JPH0949286A (en) 1995-08-09 1995-08-09 Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20353995A JPH0949286A (en) 1995-08-09 1995-08-09 Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method

Publications (1)

Publication Number Publication Date
JPH0949286A true JPH0949286A (en) 1997-02-18

Family

ID=16475829

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20353995A Pending JPH0949286A (en) 1995-08-09 1995-08-09 Beam-connection structure and steel beam with beam-connecting metal tool and beam-connection method

Country Status (1)

Country Link
JP (1) JPH0949286A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1162021A (en) * 1997-08-11 1999-03-05 Misawa Homes Co Ltd Beam connection structure, steel beam provided with beam connection metal fitting, and beam connection method
KR20150142399A (en) * 2014-06-12 2015-12-22 안혜연 Prefabricated structures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1162021A (en) * 1997-08-11 1999-03-05 Misawa Homes Co Ltd Beam connection structure, steel beam provided with beam connection metal fitting, and beam connection method
KR20150142399A (en) * 2014-06-12 2015-12-22 안혜연 Prefabricated structures

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