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JP2878466B2 - Truss structure - Google Patents
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JP2878466B2 - Truss structure - Google Patents

Truss structure

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Publication number
JP2878466B2
JP2878466B2 JP3071962A JP7196291A JP2878466B2 JP 2878466 B2 JP2878466 B2 JP 2878466B2 JP 3071962 A JP3071962 A JP 3071962A JP 7196291 A JP7196291 A JP 7196291A JP 2878466 B2 JP2878466 B2 JP 2878466B2
Authority
JP
Japan
Prior art keywords
bundle
truss
truss structure
lower chord
diagonal
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
Application number
JP3071962A
Other languages
Japanese (ja)
Other versions
JPH04309643A (en
Inventor
俊之 川添
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.)
TOMOE KOOHOREESHON KK
Original Assignee
TOMOE KOOHOREESHON 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 TOMOE KOOHOREESHON KK filed Critical TOMOE KOOHOREESHON KK
Priority to JP3071962A priority Critical patent/JP2878466B2/en
Publication of JPH04309643A publication Critical patent/JPH04309643A/en
Application granted granted Critical
Publication of JP2878466B2 publication Critical patent/JP2878466B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は建築、土木構造物に利用
されるトラス構造に関するもので、例えばドーム屋根に
おいてトラス内にキャットウォーク等を通す場合に適し
ている。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a truss structure used for a building or a civil engineering structure, and is suitable for a case where a catwalk or the like is passed through a truss on a dome roof, for example.

【0002】[0002]

【従来の技術】図3は従来例を示したもので、図4はそ
の上弦材位置の水平断面、図5は下弦材位置の水平断面
に相当する。
2. Description of the Related Art FIG. 3 shows a conventional example. FIG. 4 shows a horizontal section at an upper chord material position, and FIG. 5 shows a horizontal section at a lower chord material position.

【0003】この例ではトラスの主部材である上弦材
1、下弦材2および上弦材1と下弦材2を連結する斜材
3および束材(垂直材)4に加え、斜材3の中間に格点
8を設け、上弦材1と格点8を連結する副斜材6および
上弦材1と格点8を垂直方向に連結する副束材7を有す
る分格トラス構造を構成している。
In this example, in addition to the upper chord 1, the lower chord 2 and the diagonal 3 and the bundle (vertical) 4 connecting the upper chord 1 and the lower chord 2, which are the main members of the truss, A graded truss structure having a graded point 8 and having a sub-slanting material 6 connecting the upper chord material 1 and the graded point 8 and a sub-bundle material 7 vertically connecting the upper chorded material 1 and the graded point 8 is formed.

【0004】このような分格トラスは主としてトラス高
が大きい場合に用いられている。
[0004] Such a classified truss is mainly used when the truss height is large.

【0005】[0005]

【発明が解決しようとする課題】ところで、例えば屋根
等の骨組をトラス構造とした場合、設備機器その他の点
検、補修等に用いるためのキャットウォークが設けられ
るのが一般的であり、トラス内に設置できることが望ま
しい。
By the way, when a frame such as a roof has a truss structure, a catwalk is generally provided for use in inspection and repair of equipment and the like. It is desirable that it can be installed.

【0006】しかし、トラス内にキャットウォークを通
す場合、トラスの斜材あるいは束材が邪魔になる場合が
多い。
[0006] However, when the catwalk is passed through the truss, the oblique material or bundle of the truss often hinders.

【0007】この問題に対し、従来はキャットウォーク
を斜材あるいは束材に当たらない位置に移動したり、中
間の束材を抜いたり、あるいは斜材、束材を組み変える
ことにより対処していた。そのため、キャットウォーク
の通るトラス部材の斜材、束材の組み方が一部変化する
等、設計上、製作上の問題が生じていた。
Conventionally, this problem has been dealt with by moving the catwalk to a position where the catwalk does not hit the diagonal material or the bundle, removing the intermediate bundle, or changing the diagonal or the bundle. . For this reason, there have been problems in design and manufacturing, such as a change in the manner of assembling the diagonal members and the bundle members of the truss members through which the catwalk passes.

【0008】本発明は分格トラス構造におけるトラス部
材の組み方を工夫することにより、上述のような問題点
を解決するとともに、従来の構造に比べ座屈止めを減ら
すことのできるトラス構造を提供することを目的とした
ものである。
The present invention provides a truss structure capable of solving the above-described problems and reducing buckling as compared with the conventional structure by devising a method of assembling the truss members in the classified truss structure. It is intended for that purpose.

【0009】[0009]

【課題を解決するための手段】以下、本発明の概要を添
付した図面の符号を用いて説明する。
The outline of the present invention will be described below with reference to the attached drawings.

【0010】本発明のトラス構造は上弦材1と下弦材2
とを連結する斜材3の中間に格点8を設け、上弦材1と
格点8間に副斜材6を設けてなる分格トラス構造につい
て、従来、上弦材1と格点8間を垂直に連結している束
材10(図3の副束材7に対応する)を下弦材2まで延
ばして、上弦材1と下弦材2間を連結するとともに、従
来、両側の斜材3が集まる上弦材1の節点5と下弦材2
間を垂直に連結していた束材4を省略したものである。
The truss structure of the present invention comprises an upper chord 1 and a lower chord 2
A graded truss structure having a score 8 provided in the middle of the diagonal member 3 connecting the upper chord material 1 and the graded point 8 is conventionally provided. The vertically connected bundle 10 (corresponding to the sub-bundle 7 in FIG. 3) is extended to the lower chord 2 to connect between the upper chord 1 and the lower chord 2, and conventionally, the diagonal members 3 on both sides are Nodes 5 and lower chord 2 of the upper chord 1 that gather
The bundle member 4 that vertically connects the spaces is omitted.

【0011】格点8を通る束材4が上弦材1と下弦材2
を連結しているため、中間の束材4を省略でき、その部
分にまとまった空間が形成される。また、従来の構造で
は束材4の下端と両側の斜材3の下端との間にそれぞれ
座屈止め9がくるが(図3参照)、本発明の構造では両
側の斜材3の下端間に格点8を通る束材10がくるた
め、この束材10が座屈止めの機能を有し、中央1箇所
に座屈止め9を設けることで、下弦材2について従来と
同じ座屈長さとなる。
The bundle 4 passing through the case 8 is composed of the upper chord 1 and the lower chord 2
Are connected, the intermediate bundle material 4 can be omitted, and a coherent space is formed in that portion. In addition, in the conventional structure, the buckling stoppers 9 come between the lower end of the bundle 4 and the lower ends of the diagonal members 3 on both sides (see FIG. 3). Since the bundle material 10 passing through the point 8 is provided, the bundle material 10 has a buckling prevention function, and the buckling prevention 9 is provided at one center, so that the buckling length of the lower chord material 2 is the same as the conventional one. It will be.

【0012】[0012]

【実施例】次に、図示した実施例について説明する。Next, the illustrated embodiment will be described.

【0013】図1は本発明のトラス構造の実施例を一つ
の平面内において示したものである。上弦材1と下弦材
2とを結ぶ隣り合う斜材3がハの字となる部分につい
て、両側の斜材3の中央部と上弦材1を副斜材6で連結
し、格点8を形成している。
FIG. 1 shows an embodiment of the truss structure of the present invention in one plane. For the portion where the adjacent diagonal members 3 connecting the upper chord member 1 and the lower chord member 2 are in a C-shape, the central part of the diagonal members 3 on both sides and the upper chord member 1 are connected by the sub-diagonal member 6 to form a grade 8. doing.

【0014】格点8部分については、図に示すようにト
ラスの裏面側に垂直方向の束材10を設け、この束材1
0を下弦材2まで延して、中央の束材を省略することに
より、三角屋根の家形をなすまとまった空間を形成して
いる。トラス内に設けられるキャットウォークあるいは
設備配管等はこの空間を通るように設ければよい。
As shown in the figure, a vertical bundle 10 is provided on the back side of the truss at the point 8 of the case, and this bundle 1
By extending 0 to the lower chord 2 and omitting the central bundle, a closed space forming a house with a triangular roof is formed. A catwalk or equipment piping provided in the truss may be provided so as to pass through this space.

【0015】図中、9は上記平面と交差する方向に配し
た座屈止めを、破線で省略して示したもので、上弦材1
と下弦材2が同じ鉛直面内を通っている。すなわち、本
実施例では下弦材2について、斜材3が取り付く両側の
節点3から1/4の距離に束材10が接合されているた
め、束材10が座屈止めの役割を果たし、両側の束材1
0の中間に座屈止め9を通すことにより、座屈長さが均
一となる。
In the drawing, reference numeral 9 denotes buckling stoppers arranged in a direction intersecting the plane, which are omitted from broken lines.
And the lower chord 2 pass in the same vertical plane. That is, in this embodiment, since the bundle member 10 is joined to the lower chord member 2 at a distance of 1/4 from the nodes 3 on both sides where the diagonal member 3 is attached, the bundle member 10 plays a role of buckling prevention, and Bundle 1
By passing the buckling stopper 9 in the middle of 0, the buckling length becomes uniform.

【0016】図2は上記実施例のトラス構造を平面的に
見たものであり、トラス内にキャットウォーク等を通す
場合には、図中破線で示した上下の座屈止め9(他のト
ラス構成部材と同様、アングル等を用いることができ
る)と間に平行に通すことができる。
FIG. 2 is a plan view of the truss structure of the above embodiment. When a catwalk or the like is passed through the truss, upper and lower buckling stoppers 9 (other trusses) indicated by broken lines in FIG. An angle or the like can be used as in the case of the constituent members).

【0017】なお、図示した実施例においてはトラス構
成部材をアングルとして示しているが、これに限定され
るものではなく、通常、トラス構造に用いられているい
ずれの部材も適用可能である。
In the illustrated embodiment, the truss constituent members are shown as angles, but the present invention is not limited to this, and any member normally used in a truss structure can be applied.

【0018】[0018]

【発明の効果】 斜材間中央の束材を省略できるた
め、中間部にまとまった空間が確保でき、キャットウォ
ーク等を無理なく通すことができる。
[Effects of the Invention] Since the central bundle between the slant members can be omitted, a large space can be secured in the middle part, and a catwalk or the like can be easily passed.

【0019】 格点を通る束材で上弦材と下弦材を連
結したことで、下弦材の座屈止めの本数を減少させるこ
とができる。
[0019] By connecting the upper chord material and the lower chord material with the bundle passing the grade, the number of buckling stops of the lower chord material can be reduced.

【0020】 座屈止めの減少に伴いトラス構造全体
の重量も低減することができる。
As the buckling is reduced, the weight of the entire truss structure can be reduced.

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

【図1】本発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】図1の実施例に対応する平面図である。FIG. 2 is a plan view corresponding to the embodiment of FIG.

【図3】従来の分格トラスの一例を示す立面図である。FIG. 3 is an elevation view showing an example of a conventional classification truss.

【図4】図3の従来例に対応する上弦材位置の水平断面
図である。
FIG. 4 is a horizontal sectional view of an upper chord material position corresponding to the conventional example of FIG. 3;

【図5】図3の従来例に対応する下弦材位置の水平断面
図である。
FIG. 5 is a horizontal sectional view of a lower chord material position corresponding to the conventional example of FIG. 3;

【符号の説明】[Explanation of symbols]

1…上弦材、2…下弦材、3…斜材、4…束材、5…節
点、6…副斜材、7…副束材、8…格点、9…座屈止
め、10…束材
DESCRIPTION OF SYMBOLS 1 ... Upper chord material, 2 ... Lower chord material, 3 ... Diagonal material, 4 ... Bundle material, 5 ... Node, 6 ... Secondary diagonal material, 7 ... Secondary bundle material, 8 ... Grade point, 9 ... Buckling prevention, 10 ... Bundle Lumber

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上弦材と下弦材とを連結する斜材の中間
に格点を設け、前記上弦材と前記格点とを連結する副斜
材を設けてなる分格トラス構造において、前記上弦材と
前記格点間を連結する束材を前記下弦材まで延ばして、
前記上弦材および下弦材間を連結したことを特徴とする
トラス構造。
1. A truss structure in which a grade is provided in the middle of a diagonal member connecting an upper chord material and a lower chord material, and a sub-diagonal material is provided to connect the upper chord material and the grade point. Extending the bundle material connecting between the material and the grade to the lower chord material,
A truss structure wherein the upper chord material and the lower chord material are connected.
JP3071962A 1991-04-05 1991-04-05 Truss structure Expired - Fee Related JP2878466B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3071962A JP2878466B2 (en) 1991-04-05 1991-04-05 Truss structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3071962A JP2878466B2 (en) 1991-04-05 1991-04-05 Truss structure

Publications (2)

Publication Number Publication Date
JPH04309643A JPH04309643A (en) 1992-11-02
JP2878466B2 true JP2878466B2 (en) 1999-04-05

Family

ID=13475609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3071962A Expired - Fee Related JP2878466B2 (en) 1991-04-05 1991-04-05 Truss structure

Country Status (1)

Country Link
JP (1) JP2878466B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6999997B2 (en) * 2016-03-09 2022-01-19 センクシア株式会社 Lattice structure
JP7762055B2 (en) * 2021-12-06 2025-10-29 株式会社竹中工務店 Vibration Control System

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2551215B2 (en) * 1990-08-10 1996-11-06 鹿島建設株式会社 Beam frame

Also Published As

Publication number Publication date
JPH04309643A (en) 1992-11-02

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