JPH09137510A - Cross section joining structure of truss member - Google Patents

Cross section joining structure of truss member

Info

Publication number
JPH09137510A
JPH09137510A JP29302695A JP29302695A JPH09137510A JP H09137510 A JPH09137510 A JP H09137510A JP 29302695 A JP29302695 A JP 29302695A JP 29302695 A JP29302695 A JP 29302695A JP H09137510 A JPH09137510 A JP H09137510A
Authority
JP
Japan
Prior art keywords
truss
joint
truss members
truss member
members
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
JP29302695A
Other languages
Japanese (ja)
Inventor
Shota Morita
祥太 森田
Toshiaki Kushida
敏明 櫛田
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.)
PACIFIC CONSULTANTS INTERNATL
PACIFIC CONSULTANTS INTERNATL KK
Original Assignee
PACIFIC CONSULTANTS INTERNATL
PACIFIC CONSULTANTS INTERNATL KK
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 PACIFIC CONSULTANTS INTERNATL, PACIFIC CONSULTANTS INTERNATL KK filed Critical PACIFIC CONSULTANTS INTERNATL
Priority to JP29302695A priority Critical patent/JPH09137510A/en
Publication of JPH09137510A publication Critical patent/JPH09137510A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To reduce cost by mounting each truss member on an upper face and a lower face of a joint plate in such a manner that the truss members cross each other and mounting the other truss members at the other position of the joint plate in such a manner that they face to each other. SOLUTION: A joint plate 4 is provided at a joint point where truss members 1, 2, 3 of a steel pipe which are provided in such a manner that they cross in three directions cross. The truss member 1 and the other truss member 2 cross across the joint plate 4 and are arranged in such a manner that both truss members 1, 2 are positioned up and down on a surface and a rear surface of the joint plate 4 to fix them by surrounding the truss members 1, 2 by using a U-shaped bolt 6. Next, the other truss member 3 is fixed by using a bolt 10 in such a manner that is faces from both sides in a space part of the joint plate 4 so that basic constituent elements by the truss members form a triangle. Consequently, it is possible to simplify details of the joint section greatly and facilitate an assembly work.

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、HPシェル曲面等
の任意曲面に用いられる単層骨組架構のトラス部材の交
差部接合構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for connecting truss members of a single-layer frame structure used for an arbitrary curved surface such as an HP shell curved surface.

【0002】[0002]

【従来の技術】図7および図8に示すごときHPシェル
曲面や、任意曲面を形成する単層骨組架構形式で、3方
向に交差するトラス部材の交差部における交差部接合構
造において、従来の接合部構造はボールジョイント等に
よる半剛接合や、鋼球による全溶接接合等があり、この
ような接合方式では、その接合部分の製作にコストがか
かり、しかもその接合作業は容易でない。
2. Description of the Related Art A single-layer frame structure that forms an HP shell curved surface or an arbitrary curved surface as shown in FIGS. 7 and 8 has been used in a conventional joint structure in a joint structure of a truss member intersecting in three directions. Part structures include semi-rigid joints such as ball joints and full-weld joints using steel balls. With such a joint method, the joint portion is expensive to manufacture, and the joint work is not easy.

【0003】一方、2方向に架設するトラス部材が上下
に交差するように重ね合わされる接合構造形式では、基
本骨組構成要素が四角形となり、3角形の形式に比べて
構造特性が劣る。また、3方向に架設するトラス部材が
上下に交差するように3段重ね合わされる接合構造形式
は、基本骨組構成要素が3角形になるが、その接合部は
3段構造となって嵩ばるため、その接合構造は具体的に
実現するまでに至っていない。
On the other hand, in the joint structure type in which the truss members installed in two directions are vertically overlapped with each other, the basic frame components are quadrangular and the structural characteristics are inferior to those of the triangular type. In addition, in the joint structure type in which the truss members erected in three directions are stacked in three stages so that they intersect vertically, the basic frame components are triangular, but the joints are bulky because of the three-stage structure. , The joint structure has not been realized yet.

【0004】ところで、大ドーム又はアーチ状曲面をも
った屋根を構築する場合等の構造物における縦横組材の
結合構造に関する実公昭52−55846号公報の考案
が知られているが、この考案は、二つの交差する縦骨組
材と横骨組材との交差部にボルトを挿通して組付ける構
造のものであり、多くの部品点数を要し、基本骨組構成
要素が四角形となり、構造特性が劣るという欠点があ
る。
By the way, there is known a device of Japanese Utility Model Publication No. 52-55846 concerning a connecting structure of vertical and horizontal members in a structure such as a structure having a large dome or a roof having an arched curved surface. , The structure is such that bolts are inserted at the intersections of two intersecting vertical frame members and horizontal frame members, and a large number of parts are required, and the basic frame components are quadrangular, resulting in poor structural characteristics. There is a drawback that.

【0005】[0005]

【発明が解決しようとする課題】本発明は、基本骨組構
成要素が3角形であり、3方向に架設するトラス部材が
上下に交差する接合構造を実現可能にし、かつ低コスト
での製作が可能で、しかも建方が容易であり、構造特性
のすぐれている単層骨組架構のトラス部材の交差接合構
造を提供することをその解決課題としている。
DISCLOSURE OF THE INVENTION The present invention makes it possible to realize a joint structure in which the basic frame components are triangular and the truss members erected in three directions vertically intersect each other, and can be manufactured at low cost. The problem to be solved is to provide a cross-joint structure of truss members of a single-story frame structure which is easy to construct and has excellent structural characteristics.

【0006】[0006]

【課題を解決するための手段】本発明は、接合プレート
の上面と下面に各トラス部材を互に交差するごとく取付
け、接合プレートの他の位置には前記トラス部材の方向
と相違する方向に他のトラス部材を互に対向するごとく
取付けたトラス部材の交差部接合構造からなり、接合プ
レートの上面と下面に交差するごとく配したトラス部材
をU字形ボルト又は溶接により接合プレートに取付け
る。
According to the present invention, the truss members are attached to the upper surface and the lower surface of the joint plate so as to intersect each other, and the other position of the joint plate is different from the direction of the truss member. The truss members are attached so as to face each other, and the truss members are arranged so as to intersect the upper and lower surfaces of the joint plate. The truss members are attached to the joint plate by U-shaped bolts or welding.

【0007】つまり、本発明では接合プレートを介して
その上面と下面にトラス部材を交差させた2段構成から
なり、かゝる2方向のトラス部材の他にもう1方向にト
ラス部材を接合プレートに直接取付けるようにしたか
ら、3方向トラス部材を2段構造で構成したものであ
る。
That is, according to the present invention, the truss member has a two-stage structure in which the upper surface and the lower surface of the truss member are intersected with each other through the joining plate. In addition to the two-direction truss member, the truss member is joined in the other direction. The three-direction truss member has a two-stage structure because it is attached directly to the.

【0008】[0008]

【発明の実施の形態】以下図面を参照して本発明の実施
形態について説明するが、図1はその一実施形態に係る
交差部接合構造による接合部を示す平面図で、図2は図
1のA−A方向の要部側断面図である。そして図3は図
1のB−B方向の要部断面で示す側面図である。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view showing a joint portion having an intersection joining structure according to the embodiment, and FIG. FIG. 4 is a side sectional view of the main part in the AA direction of FIG. FIG. 3 is a side view showing a cross-section of the main part in the BB direction of FIG.

【0009】まず、図示している構造は、3方向に交差
して架設する鋼管のトラス部材1,2,3が交差する節
点であり、これら3方向のうちの2方向のトラス部材
1,2は図2、図3に示すごとく交差して、かつ上下に
重ね合わせられており、しかもこれらのトラス部材1,
2の重ね合わせは単なる1枚の接合プレート4を介設し
てそれにより行なっている。
First, the structure shown in the figure is a node at which truss members 1, 2 and 3 of a steel pipe which are erected so as to intersect in three directions intersect, and truss members 1 and 2 in two of these three directions. 2 and 3 intersect each other and are stacked one above the other as shown in FIGS. 2 and 3, and these truss members 1,
The superposition of the two is performed by arranging only one joining plate 4.

【0010】この接合プレート4に、各トラス部材1,
2がそれぞれU字ボルト6を介して所定の角度と位置に
取付けられている。次に、3方に交差させるためのトラ
ス部材1,2,3のうちの残りの1方向のトラス部材3
を図1および図3に示すようにボルト10により上記接
合プレート4に取り付けられるが、この実施形態では鋼
管のトラス部材3に溶接した継手プレート18を介して
接合プレート4に取り付けられている。
On the joint plate 4, each truss member 1,
2 are mounted at predetermined angles and positions via U-shaped bolts 6, respectively. Next, of the truss members 1, 2, 3 for crossing in three directions, the remaining truss member 3 in one direction
As shown in FIGS. 1 and 3, the bolts 10 are attached to the joint plate 4, but in this embodiment, they are attached to the joint plate 4 via a joint plate 18 welded to the truss member 3 of the steel pipe.

【0011】以上のごとく本発明は一枚の接合プレート
4を用い、その接合プレート4をはさんでトラス部材1
と他のトラス部材2とを夫々接合プレート4の表面と裏
面に両トラスト部材1,2が上下に位置するごとく交差
させて配置し、両トラス部材がその位置に固定すべく図
示せるようにU字形ボルト6を用いて夫々のトラス部材
1,2を包囲しながらU字形ボルト6の先を接合プレー
ト4を貫通させて固定する。かくして両トラス部材1,
2は容易に、かつ確実に交差状に取付けられる。
As described above, the present invention uses one joint plate 4, and the truss member 1 is sandwiched between the joint plates 4.
And another truss member 2 are arranged on the front surface and the back surface of the joint plate 4 so as to intersect with each other so that the two trust members 1 and 2 are vertically positioned. While surrounding each truss member 1 and 2 with the U-shaped bolt 6, the tip of the U-shaped bolt 6 is fixed by penetrating the joining plate 4. Thus both truss members 1,
The two are easily and securely mounted in a cross.

【0012】次いでトラス部材による基本構成要素が3
角形を呈するようにするために、前記のトラス部材1,
2が交差して形成された接合プレート4の余地部に他の
トラス部材3を両側から対向するごとく配して固定す
る。かゝる接合部構造を各トラス部材の接合部に用いる
ことにより3角形の基本骨組構成が得られるようにした
ものである。
Next, there are three basic components made up of truss members.
In order to have a prismatic shape, the truss member 1,
The other truss members 3 are arranged and fixed so as to oppose each other from both sides in the space of the joint plate 4 formed by intersecting two. By using such a joint structure for the joint of each truss member, a triangular basic frame structure can be obtained.

【0013】次に図4、図5および図6に示す実施形態
は他の形態であって、接合プレート4を夫々2枚使用し
た例である。つまり、トラス部材1はリブプレート7を
介して接合プレート4と一体とし、またトラス部材2は
同じくリブプレート7′を介して接合プレート4′と一
体とし、その両接合プレート4、4′を、トラス部材
1、2が交差するごとく配置してボルト11により一体
的に固定するようにしたものである。
Next, the embodiment shown in FIGS. 4, 5 and 6 is another embodiment and is an example in which two joining plates 4 are used. That is, the truss member 1 is integrated with the joining plate 4 via the rib plate 7, and the truss member 2 is also integrated with the joining plate 4'through the rib plate 7 ', and both joining plates 4, 4'are The truss members 1 and 2 are arranged so that they intersect each other, and are integrally fixed by a bolt 11.

【0014】さらに接合プレート4、4′とトラス部材
3、3との接合は、添板12、12′を介してボルト1
0により夫々一体化している。かくして本発明のトラス
部材の交差部接合構造は図9のごとく接合され、組立て
られるのである。なお、本発明の鋼管のトラス部材の代
りにH型鋼等の他の鋼材を用いてもよいことは勿論であ
る。
Further, the joint plates 4 and 4'and the truss members 3 and 3 are joined to each other by the bolts 1 through the attachment plates 12 and 12 '.
They are integrated by 0. Thus, the joining structure of the truss members at the intersection portion is joined and assembled as shown in FIG. It is needless to say that other steel materials such as H-shaped steel may be used instead of the truss member of the steel pipe of the present invention.

【0015】[0015]

【発明の効果】【The invention's effect】

1.単層骨組架構として必要とされる構造特性が、本接
合構造により確保され、大スパン架構への適用が可能で
ある。つまり、単層骨組架構として必要とされる面外剛
性は、2本のトラス部材を上下に交差することにより、
また面内剛性は、基本架構構成要素が3角形であること
により得られる。 2.本発明のトラス部材の交差部接合構造は、3方向の
トラス部材を用いたにもかかわらず2段構造とすること
ができるので、3段構造のように嵩ばらず、3方向トラ
ス部材が安定的に接合できる。 3.本接合構造の採用により、接合部ディテールが非常
に簡略化される。これにより、接合部を安価に製作する
ことができ、組立作業を容易に、かつ安価にすることが
できる。
1. The structural characteristics required for a single-story frame structure are secured by this joint structure, and it can be applied to a large span frame structure. In other words, the out-of-plane rigidity required for a single-layer frame structure is obtained by intersecting two truss members vertically.
The in-plane rigidity is obtained when the basic frame components are triangular. 2. The joint structure of the truss members of the present invention can have a two-stage structure despite the use of the three-direction truss members, so that the truss members are not bulky like the three-stage structure and the three-direction truss members are stable. Can be joined together. 3. By adopting this joint structure, the joint details can be greatly simplified. Thereby, the joint portion can be manufactured at low cost, and the assembling work can be easily and inexpensively performed.

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

【図1】本発明の一実施形態に係る交差部接合構造によ
る接合部を示す平面図である。
FIG. 1 is a plan view showing a joint portion having an intersection joint structure according to an embodiment of the present invention.

【図2】図1のA−A方向の要部側断面図である。FIG. 2 is a side sectional view of a main part in the AA direction of FIG.

【図3】図1のB−B方向の要部断面で示す側面図であ
る。
FIG. 3 is a side view showing a cross-section of the main part in the BB direction of FIG.

【図4】他の実施形態に係る交差部接合構造による接合
部を示す平面図である。
FIG. 4 is a plan view showing a joint portion having an intersection joint structure according to another embodiment.

【図5】図4のC−C方向の要部側面図である。FIG. 5 is a side view of the main part in the CC direction of FIG.

【図6】図4のD−D方向の要部側面図である。FIG. 6 is a side view of the main part in the DD direction of FIG.

【図7】HPシェル曲線の架構を示す要部平面図であ
る。
FIG. 7 is a main part plan view showing a frame structure of an HP shell curve.

【図8】図6の側面図である。FIG. 8 is a side view of FIG. 6;

【図9】本発明のトラス部材の交差部接合構造を適用し
た部分平面図である。
FIG. 9 is a partial plan view to which a crossing joint structure of truss members of the present invention is applied.

【符号の説明】[Explanation of symbols]

1 トラス部材 2 トラス部材 3 トラス部材 4 接合プレー
ト 4′ 接合プレート 6 U字形ボル
ト 7 リブプレート
1 truss member 2 truss member 3 truss member 4 joint plate 4'joint plate 6 U-shaped bolt 7 rib plate

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 接合プレートの上面と下面に各トラス部
材を互に交差するごとく取付け、接合プレートの他の位
置には前記トラス部材の方向と相違する方向に他のトラ
ス部材を互に対向するごとく取付けたトラス部材の交差
部接合構造。
1. Truss members are attached to the upper surface and the lower surface of the joint plate so as to intersect each other, and other truss members are opposed to each other at other positions of the joint plate in a direction different from the direction of the truss member. The joint structure of the truss members attached as above.
【請求項2】 接合プレートの上面と下面に交差するご
とく配したトラス部材をU字形ボルトにより接合プレー
トに取付けた請求項1記載のトラス部材の交差部接合構
造。
2. The joining structure for an intersection portion of truss members according to claim 1, wherein the truss members arranged so as to intersect the upper surface and the lower surface of the joining plate are attached to the joining plate by U-shaped bolts.
【請求項3】 接合プレートとトラス部材の取付けを、
リブプレートを用いて溶接により行うようにした請求項
1記載のトラス部材の交差部接合構造。
3. Attachment of the joining plate and the truss member,
The structure for connecting the truss members at the intersections according to claim 1, wherein the rib plates are welded together.
【請求項4】 トラス部材として、鋼管又は他の鋼材を
使用した請求項1、2、3記載のトラス部材の交差部接
合構造。
4. The joint structure for a truss member at the intersection according to claim 1, 2, or 3, wherein a steel pipe or another steel material is used as the truss member.
JP29302695A 1995-11-10 1995-11-10 Cross section joining structure of truss member Pending JPH09137510A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29302695A JPH09137510A (en) 1995-11-10 1995-11-10 Cross section joining structure of truss member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29302695A JPH09137510A (en) 1995-11-10 1995-11-10 Cross section joining structure of truss member

Publications (1)

Publication Number Publication Date
JPH09137510A true JPH09137510A (en) 1997-05-27

Family

ID=17789533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29302695A Pending JPH09137510A (en) 1995-11-10 1995-11-10 Cross section joining structure of truss member

Country Status (1)

Country Link
JP (1) JPH09137510A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100946576B1 (en) * 2009-12-08 2010-03-11 파슨스 브링커호프 아시아 리미티드 Structure for joint of steel pipes in truss structure
CN106284648A (en) * 2016-08-08 2017-01-04 浙江锦鑫建设工程有限公司 A kind of space net rack building method with spiral regulation support unit
CN108999296A (en) * 2018-09-13 2018-12-14 中国民航大学 One kind being suitable between rod piece mutually overlapped assembling type node

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100946576B1 (en) * 2009-12-08 2010-03-11 파슨스 브링커호프 아시아 리미티드 Structure for joint of steel pipes in truss structure
CN106284648A (en) * 2016-08-08 2017-01-04 浙江锦鑫建设工程有限公司 A kind of space net rack building method with spiral regulation support unit
CN108999296A (en) * 2018-09-13 2018-12-14 中国民航大学 One kind being suitable between rod piece mutually overlapped assembling type node

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