JP2002047730A - Roof structure - Google Patents

Roof structure

Info

Publication number
JP2002047730A
JP2002047730A JP2000234611A JP2000234611A JP2002047730A JP 2002047730 A JP2002047730 A JP 2002047730A JP 2000234611 A JP2000234611 A JP 2000234611A JP 2000234611 A JP2000234611 A JP 2000234611A JP 2002047730 A JP2002047730 A JP 2002047730A
Authority
JP
Japan
Prior art keywords
roof
grid
stretched
unit
units
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
JP2000234611A
Other languages
Japanese (ja)
Inventor
Tomomi Kanemitsu
知巳 兼光
Yoshiro Kai
芳郎 甲斐
Hisanori Taniguchi
尚範 谷口
Satoshi Taki
諭 瀧
Yasutoshi Tateishi
寧俊 立石
Kenichi Sugizaki
健一 杉崎
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2000234611A priority Critical patent/JP2002047730A/en
Publication of JP2002047730A publication Critical patent/JP2002047730A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To enhance the rigidity of the end part of a roof having a tense-grid structure and enable the mounting of a roofing material on a grid material. SOLUTION: In the roof structure constituted by taking a unit with the tense- grid structure as a base unit, both end parts of the roof in a span direction are supported by a girder in a longitudinal direction, the units are disposed consecutively in the span direction at both end parts of the roof in the longitudinal direction, and a chord member in the span direction is tightly stretched between bundle members 13 composed of the units. In the unit 11 having the deformed tense-grid structure, two pieces of the grid material 12 are intersected with each other in the shape of a cross, and a diagonal member 14 is tightly stretched between both of the upper and lower ends of the bundle member 13 installed in an intersected part and the respective ends of the two pieces of the grid material 12. The units 11 are used and coupled together by means of band members 15 disposed consecutively and stretched tightly in a lattice like manner, and the chord member for coupling the bundle members 13 together is installed in an place requiring the chord member.

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】本発明は建物の屋根の構造に
係わり、特にテンセグリッド構造を基本とする屋根の構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof structure of a building, and more particularly to a roof structure based on a tense grid structure.

【0002】[0002]

【従来の技術】テンセグリッド構造は一種の張弦トラス
構造であり、それによる屋根の構造の一例を図11に示
す。これは(c)に示すようなテンセグリッド構造のユ
ニット1を基本単位とするものであり、そのユニット1
を(b)に示すように千鳥配置した状態で多数連続せし
めることで全体として(a)に示すような大スパンの屋
根を構成したものである。(a)はそのような構造の屋
根を、そのスパン方向の両端部に配置した桁行方向の2
本の大梁2と、一方の大梁2に隣り合う位置に設けた中
間大梁3とにより支持して架設した構成のものである。
符号4は大梁2,3を支持する柱である。
2. Description of the Related Art A tense grid structure is a kind of a string truss structure, and an example of a roof structure according to the structure is shown in FIG. This is based on a unit 1 having a tense grid structure as shown in FIG.
Are continuously arranged in a staggered manner as shown in (b) to form a large-span roof as shown in (a) as a whole. (A) shows a roof having such a structure, two rows in the girder direction arranged at both ends in the span direction.
The main beam 2 and the intermediate beam 3 provided at a position adjacent to one of the beams 2 are supported and erected.
Reference numeral 4 denotes a pillar that supports the girders 2 and 3.

【0003】上記の基本単位となるユニット1は、4本
のグリッド材5を矩形枠状に連結してその内側中心部に
束材6を配し、その束材6の上下両端とグリッド材5ど
うしの各連結点との間に斜材7を張設してなるものであ
る。そして、本構造ではそれらユニット1を桁行方向お
よびスパン方向に1つおきに千鳥配置して各グリッド材
5を格子状(スパン方向および桁行方向に沿う方向の格
子状)に連続せしめ、かつ各ユニット1の束材6の上端
相互間および下端相互間にそれぞれ弦材8(上弦材8a
および下弦材8b)を格子状(スパン方向および桁行方
向に対して斜め方向の格子状)張設することで全てのユ
ニット1を一体化せしめて屋根を構成している。このよ
うな構造ではグリッド材5および束材6は圧縮材であ
り、斜材7および弦材8は引張材であって、通常は前者
として鋼管を採用し、後者としてPC鋼材等のケーブル
材を採用している。
The unit 1, which is a basic unit, connects four grid members 5 in a rectangular frame shape, arranges a bundle member 6 in the center of the inside thereof, and connects the upper and lower ends of the bundle member 6 to the grid member 5. A diagonal member 7 is stretched between each connection point. In the present structure, the units 1 are staggered alternately in the girder row direction and the span direction, and the grid members 5 are connected in a grid shape (a grid shape in a direction along the span direction and the girder row direction). The chord members 8 (upper chord members 8a)
And the lower chord members 8b) are stretched in a grid pattern (a grid pattern oblique to the span direction and the row direction) to integrate all the units 1 to form a roof. In such a structure, the grid member 5 and the bundle member 6 are compressive members, the diagonal members 7 and the chord members 8 are tensile members, and usually employ a steel pipe as the former and a cable member such as PC steel as the latter. Has adopted.

【0004】[0004]

【発明が解決しようとする課題】上記のようなテンセグ
リッド構造の屋根は十分に軽量で大スパンが可能であ
り、意匠的にも優れるものである反面、大スパンとした
場合には桁行方向の両端部における剛性を確保し難いき
らいがあり、また枠状に連結したグリッド材5の中心部
に束材6が設けられているためにグリッド材5により形
成される格子面には屋根材を取り付けることが困難であ
り、これらの点を改善し得る有効な構造が模索されてい
た。
The roof having the tense grid structure as described above is sufficiently lightweight and has a large span, and is excellent in design. It is difficult to secure rigidity at both ends, and a roofing material is attached to the grid surface formed by the grid material 5 because the bundle material 6 is provided at the center of the grid material 5 connected in a frame shape. Therefore, effective structures that can improve these points have been sought.

【0005】[0005]

【課題を解決するための手段】上記事情に鑑み、請求項
1の発明は、圧縮材からなる4本のグリッド材を矩形枠
状に連結してその内側中心部に圧縮材からなる束材を配
し、該束材の上下両端と前記グリッド材どうしの各連結
点との間に引張材からなる斜材を張設してなるテンセグ
リッド構造のユニットを基本単位として構成される屋根
の構造において、前記ユニットを千鳥配置した状態で前
記グリッド材を格子状に連続せしめるとともに、各ユニ
ットの束材の上端相互間あるいは下端相互間もしくはそ
れらの双方に引張材からなる弦材を格子状に張設して屋
根を形成し、該屋根を支持する桁行方向の大梁を該屋根
のスパン方向の両端部に設けるとともに、該屋根の桁行
方向の両端部においては前記グリッド材を共有せしめた
状態で前記ユニットをスパン方向に連続配置し、かつそ
れら一連のユニットの束材の上端相互間あるいは下端相
互間もしくはそれらの双方に前記弦材をスパン方向に張
設してなるものである。
SUMMARY OF THE INVENTION In view of the above circumstances, according to the first aspect of the present invention, four grid members made of a compression material are connected in a rectangular frame shape, and a bundle material made of a compression material is provided at a central portion inside the rectangular frame. A roof structure comprising a unit having a tense grid structure in which a diagonal member made of a tensile member is stretched between upper and lower ends of the bundle and each connection point of the grid members, as a basic unit. In a state where the units are arranged in a staggered manner, the grid members are connected in a grid pattern, and string members made of a tensile material are stretched in a grid pattern between upper ends or between lower ends of both bundles of each unit. The roof is formed to form a roof, and girder beams in the girder direction supporting the roof are provided at both ends in the span direction of the roof, and the grid material is shared at both ends in the girder direction of the roof. The continuously arranged in the span direction and those formed by stretched bundle material upper inter or lower inter or the chords on both their their series of units in the span direction.

【0006】請求項2の発明は、圧縮材からなる2本の
グリッド材を十字状に交差させてその交差部に圧縮材か
らなる束材を配し、該束材の上下両端と前記グリッド材
の各先端との間に引張材からなる斜材を張設してなる変
形テンセグリッド構造のユニットを基本単位として構成
される屋根の構造において、前記ユニットを縦横に連続
配置して前記グリッド材を格子状に連続せしめるととも
に、各ユニットのグリッド材の先端相互間に引張材から
なるバンド材を格子状に張設して屋根を形成してなるも
のである。
According to a second aspect of the present invention, two grid members made of a compressed material are crossed in a cross shape, and a bundle made of a compressed material is arranged at the intersection, and both upper and lower ends of the bundle and the grid material are arranged. In a roof structure composed of a unit having a deformed tense grid structure in which a diagonal member made of a tensile member is stretched between each tip of the roof and a basic unit, the units are continuously arranged vertically and horizontally to form the grid member. The roof is formed by connecting a band member made of a tensile member in a lattice shape between the ends of the grid material of each unit, while making the roof continuous in a lattice shape.

【0007】請求項3の発明は、請求項2の発明の屋根
の構造において、前記屋根を支持する大梁を該屋根のス
パン方向の両端部に設けるとともに、該屋根を形成して
いる各ユニットの束材の上端相互間あるいは下端相互間
もしくはそれらの双方に引張材からなる弦材を当該屋根
のスパン方向に張設してなるものである。
According to a third aspect of the present invention, in the roof structure according to the second aspect of the present invention, girder supporting the roof is provided at both ends in the span direction of the roof, and each of the units forming the roof is provided with a girder. A string made of a tensile material is stretched between the upper ends and / or lower ends of the bundle in the span direction of the roof.

【0008】請求項4の発明は、圧縮材からなる2本の
グリッド材を十字状に交差させてその交差部に圧縮材か
らなる束材を配し、該束材の上下両端と前記グリッド材
の各先端との間に引張材からなる斜材を張設してなる変
形テンセグリッド構造のユニットを基本単位として構成
される屋根の構造において、前記ユニットを千鳥配置し
た状態で前記グリッド材を格子状に連続せしめるととも
に、各ユニットのグリッド材の先端相互間に引張材から
なるバンド材を格子状に張設し、かつ各ユニットの束材
の上端相互間および下端相互間にそれぞれ引張材からな
る弦材を格子状に張設して屋根を形成してなるものであ
る。
According to a fourth aspect of the present invention, two grid members made of a compressed material are crossed in a cross shape, and a bundle made of a compressed material is arranged at the intersection, and both upper and lower ends of the bundle and the grid material In a roof structure configured with a unit having a deformed tense grid structure in which a diagonal member made of a tensile member is stretched between each tip of the roof and a basic unit, in a state where the units are staggered, the grid member is latticed. And a band member made of a tension member is stretched in a lattice shape between the tips of the grid members of each unit, and a tension member is formed between the upper end and the lower end of the bundle of each unit. The roof is formed by stretching chords in a grid pattern.

【0009】請求項5の発明は、請求項4の発明の屋根
の構造において、前記屋根を支持する大梁を該屋根のス
パン方向の両端部に設けるとともに、該屋根の桁行方向
の両端部においては前記ユニットをスパン方向に連続配
置し、かつそれら一連のユニットの束材の上端相互間お
よび下端相互間にそれぞれ前記弦材をスパン方向に張設
してなるものである。
According to a fifth aspect of the present invention, in the roof structure according to the fourth aspect of the present invention, the girder supporting the roof is provided at both ends in the span direction of the roof, and at both ends of the roof in the row direction. The units are arranged continuously in the span direction, and the chord members are stretched in the span direction between upper ends and lower ends of a bundle of the series of units.

【0010】請求項6の発明は、請求項1〜5のいずれ
かの発明の屋根の構造において、圧縮材であるグリッド
材および束材として、それぞれ鋼管、アルミニウム管、
繊維補強樹脂成形管、木材のいずれかを採用し、引張材
である斜材、弦材、バンド材として、それぞれケーブル
材、鋼棒材、繊維補強樹脂成形棒材、膜材、繊維補強樹
脂成形パネルのいずれかを採用してなるものである。
According to a sixth aspect of the present invention, in the roof structure according to any one of the first to fifth aspects, a steel pipe, an aluminum pipe,
Either fiber reinforced resin molded pipe or wood is used, and cable material, steel rod material, fiber reinforced resin molded rod material, film material, fiber reinforced resin molding are used as diagonal material, chord material, and band material, which are tensile materials. One of the panels is adopted.

【0011】[0011]

【発明の実施の形態】本発明の第1実施形態を図1およ
び図2に示す。本第1実施形態は図11に示した従来の
構造の屋根を基本とし、その屋根の端部の剛性を強化す
ることを目的として屋根の端部においては上記のユニッ
ト1を連続配置するようにしたものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention is shown in FIGS. The first embodiment is basically based on the roof having the conventional structure shown in FIG. 11, and the above-mentioned units 1 are continuously arranged at the edge of the roof for the purpose of enhancing the rigidity of the edge of the roof. It was done.

【0012】すなわち、本第1実施形態の屋根は、図1
1に示した従来の構造と同様に、テンセグリッド構造の
ユニット1を基本単位としてそれを千鳥配置し、各ユニ
ット1のグリッド材5を格子状に連続せしめるとともに
束材6の上端相互間および下端相互間に弦材8(上弦材
8aおよび下弦材8b)をそれぞれ格子状に張設して屋
根を形成し、その屋根を桁行方向の大梁2および中間大
梁3により支持して架設するようにしたうえで、この屋
根の桁行方向の両端部においては、グリッド材5を共有
せしめた状態でユニット1をスパン方向に連続的に配置
し、それら一連のユニット1の束材6の上端相互間およ
び下端相互間にも弦材8(上弦材8aおよび下弦材8
b)をそれぞれ張設するようにしたものである。
That is, the roof according to the first embodiment has the structure shown in FIG.
As in the conventional structure shown in FIG. 1, the unit 1 having the tense grid structure is arranged in a staggered manner as a basic unit, and the grid members 5 of each unit 1 are connected in a grid pattern. The chords 8 (upper chords 8a and lower chords 8b) are stretched in a grid pattern between each other to form a roof, and the roof is supported and supported by the girders 2 and the intermediate girders 3 in the girder direction. In addition, at both ends in the girder direction of the roof, the units 1 are continuously arranged in the span direction with the grid members 5 being shared, and between the upper ends of the bundle members 6 of the series of units 1 and the lower ends thereof. The chords 8 (the upper chord 8a and the lower chord 8
b) are respectively stretched.

【0013】上記のように、桁行方向の端部においては
ユニット1を連続配置することで、従来においては剛性
を確保し難かった屋根端部の剛性を確保できて屋根全体
の構造安定性を確保することができ、その結果、テンセ
グリッド構造による安定な大スパンの屋根架構を実現で
きる。
As described above, by continuously arranging the units 1 at the ends in the girder direction, it is possible to secure the rigidity of the roof end, which was conventionally difficult to secure rigidity, and to secure the structural stability of the entire roof. As a result, a stable, large span roof frame with a tense grid structure can be realized.

【0014】なお、上記の中間大梁3は省略可能であ
り、少なくともスパン方向の両端部に設けた大梁2によ
って屋根を支持すれば良い。また、各ユニット1の束材
6の間には上記のように上弦材8aと下弦材8bの双方
を張設することでも良いが、上弦材8aのみあるいは下
弦材8bのみとすることも可能であり、特に屋根が上に
凸の状態に湾曲している場合には下弦材8bのみを設
け、下に凸の状態に湾曲している場合には上弦材8aの
みを設けることで十分である。
The above-mentioned intermediate girder 3 can be omitted, and the roof may be supported by the girder 2 provided at least at both ends in the span direction. Further, both the upper chord 8a and the lower chord 8b may be stretched between the bundles 6 of each unit 1 as described above, but it is also possible to use only the upper chord 8a or only the lower chord 8b. In particular, it is sufficient to provide only the lower chord material 8b when the roof is curved upwardly convex, and to provide only the upper chord material 8a when the roof is curved downwardly convex.

【0015】さらに、上記の屋根を構成している各部材
のうちグリッド材5および束材6は圧縮材であるので、
その素材としては鋼管を採用することが好ましいが、所
望の圧縮強度が得られる場合には他の圧縮材としてたと
えばアルミニウム管や繊維補強樹脂成形管(CFRP
管)、木材等も採用可能であり、その場合はより一層の
軽量化を図ることができる。また、斜材7および弦材8
は引張材であるので、PC鋼線やPC鋼撚線等のケーブ
ル材が好適に採用可能であるが、所望の引張強度が確保
できるものであれば他の引張材たとえば鋼棒材(特にP
C鋼棒)や繊維補強樹脂成形棒材(CFRP棒)等も採
用可能であるし、さらにはそのような線材や棒材に代え
て膜材や繊維補強樹脂成形パネル(CFRPパネル)等
も採用可能であり、それら膜材やパネルを用いる場合に
はそれを屋根材を兼ねるものとすることも可能である。
Further, among the members constituting the roof, the grid member 5 and the bundle member 6 are compression members.
It is preferable to use a steel pipe as the material, but if a desired compressive strength can be obtained, for example, an aluminum pipe or a fiber reinforced resin molded pipe (CFRP) may be used as another compressed material.
Tubes, wood, etc. can also be adopted, in which case the weight can be further reduced. Also, diagonal material 7 and string material 8
Is a tensile material, a cable material such as a PC steel wire or a PC steel stranded wire can be suitably used. However, any other tensile material such as a steel rod (particularly P
It is also possible to use a C-steel rod) or a fiber-reinforced resin molded rod (CFRP rod), etc. Further, instead of such a wire or a rod, a membrane material or a fiber-reinforced resin molded panel (CFRP panel) is also employed. It is possible, and when using such a film material or panel, it is also possible to use it as a roof material.

【0016】次に、図3および図4は本発明の第2実施
形態を示す。本第2実施形態は図3(c)に示すような
変形テンセグリッド構造のユニット11を基本単位とす
るものである。そのユニット11は、2本のグリッド材
12を十字状に交差させてその交差部に束材13を配
し、束材13の上下両端とグリッド材12の各先端との
間に斜材14を張設してなるものである。そして、本第
2実施形態では、そのユニット11を縦横に連続配置し
て各グリッド材12を格子状(スパン方向および桁行方
向の双方に対して斜め方向の格子状)に連続せしめると
ともに、各ユニット11のグリッド材12の先端相互間
にバンド材15を張設してそのバンド材15も格子状
(スパン方向および桁行方向に沿う方向の格子状)に連
続せしめて屋根を形成したものである。
Next, FIGS. 3 and 4 show a second embodiment of the present invention. In the second embodiment, a unit 11 having a modified tense grid structure as shown in FIG. 3C is used as a basic unit. The unit 11 intersects two grid members 12 in a cross shape, arranges a bundle member 13 at the intersection, and places a diagonal member 14 between upper and lower ends of the bundle member 13 and each end of the grid member 12. It is made by stretching. In the second embodiment, the units 11 are continuously arranged vertically and horizontally so that the grid members 12 are arranged in a grid pattern (a grid pattern oblique to both the span direction and the row direction). The band members 15 are stretched between the tips of the 11 grid members 12, and the band members 15 are also connected in a grid pattern (a grid pattern in a direction along the span direction and the girder direction) to form a roof.

【0017】本第2実施形態の構造によれば、第1実施
形態のような本来のテンセグリッド構造のユニット1を
基本単位とする屋根と同等ないしそれ以上の剛性を確保
できるものであるし、グリッド材12を交差させてその
交差部に束材13を設けた変形テンセグリッド構造のユ
ニット11を採用したことで、グリッド材12により形
成される格子面に対する屋根材の取り付けを支障なく行
うことが可能となる。
According to the structure of the second embodiment, a rigidity equal to or higher than that of the roof having the unit 1 having the original tense grid structure as a basic unit as in the first embodiment can be secured. By adopting the unit 11 having the deformed tense grid structure in which the grid members 12 are crossed and the bundle members 13 are provided at the intersections, the roof material can be attached to the grid surface formed by the grid members 12 without any trouble. It becomes possible.

【0018】なお、本第2実施形態においても、第1実
施形態の場合と同様に、ユニット11を構成している圧
縮材であるグリッド材12および束材13としては鋼管
のみならずアルミニウム管や繊維補強樹脂成形管、木材
等も採用可能であるし、引張材である斜材14およびバ
ンド材15としてはケーブル材のみならず鋼棒材や繊維
補強樹脂成形棒材等の棒材、さらには膜材や繊維補強樹
脂成形パネル等を屋根材を兼ねて採用することも可能で
ある。
In the second embodiment, as in the case of the first embodiment, the grid member 12 and the bundle member 13 which are the compression members constituting the unit 11 are not only steel pipes but also aluminum pipes and bundles. Fiber-reinforced resin molded pipes, wood, etc. can be adopted, and as the diagonal material 14 and the band material 15 as tensile materials, not only cable materials but also steel materials such as steel bars and fiber-reinforced resin molded materials, and the like. It is also possible to use a membrane material, a fiber-reinforced resin molded panel, or the like as a roof material.

【0019】図5および図6は第3実施形態を示す。こ
れは、上記の第2実施形態を基本とするものであるが、
第2実施形態とはユニット11の向きを変えてグリッド
材12をスパン方向および桁行方向に沿う方向の格子状
をなすように連続せしめ、バンド材15をスパン方向お
よび桁行方向に対して斜め方向の格子状をなすように連
続せしめるようにしており、そのような変更に伴い本第
3実施形態では、束材13の上端相互間に弦材16(上
弦材16a)をスパン方向に沿う方向に張設して屋根全
体の剛性強化を図ったものである。
FIGS. 5 and 6 show a third embodiment. This is based on the second embodiment described above,
The second embodiment differs from the second embodiment in that the direction of the unit 11 is changed so that the grid member 12 is continuously formed in a lattice shape in the direction along the span direction and the girder direction, and the band member 15 is inclined in the span direction and the girder direction. According to such a change, in the third embodiment, the chord members 16 (upper chord members 16 a) are stretched between the upper ends of the bundle members 13 in the direction along the span direction. It is designed to enhance the rigidity of the entire roof.

【0020】なお、本第3実施形態においては、第1実
施形態において説明したように、また次の第4実施形態
(図7参照)において説明するように、屋根の形態によ
っては束材13の上端間に上弦材16aを張設すること
に代えて束材13の下端相互間に弦材16(下弦材16
b:図5では図示せず)を設けても良いし、あるいは上
弦材16aと下弦材16bの双方を設けても良く、特に
屋根が上に凸の状態に湾曲している場合には下弦材16
bのみを設け、下に凸の状態に湾曲している場合には上
弦材16aのみを設けることで十分である。また、弦材
16も引張材であるので、斜材14やバンド材15と同
様にケーブル材が好適に採用可能であるが、他の引張材
たとえば鋼棒材や繊維補強樹脂成形棒材、膜材、繊維補
強樹脂成形パネル等も採用可能である。
In the third embodiment, as described in the first embodiment, and as described in the following fourth embodiment (see FIG. 7), depending on the form of the roof, the bundle 13 Instead of stretching the upper chord 16a between the upper ends, the chord 16 (lower chord 16
b: not shown in FIG. 5), or both the upper chord material 16a and the lower chord material 16b may be provided, especially when the roof is curved in an upwardly convex state. 16
It is sufficient to provide only the upper chord material 16a when only b is provided and when it is curved downwardly convex. Further, since the chord member 16 is also a tensile member, a cable member can be suitably used similarly to the diagonal member 14 and the band member 15, but other tensile members such as a steel rod member, a fiber-reinforced resin molded rod member, and a film member can be used. Materials, fiber reinforced resin molded panels, etc. can also be adopted.

【0021】図7および図8は第4実施形態を示す。こ
れは、第3実施形態を基本としてユニット11を1つお
きに省略することによりそれらユニット11を千鳥配置
し、その上で、束材13の上端相互間および下端相互間
にそれぞれ上弦材16aと下弦材16bとを張設するこ
とで屋根全体の剛性を確保するようにしたものである。
FIGS. 7 and 8 show a fourth embodiment. This is because the units 11 are staggered by omitting every other unit 11 based on the third embodiment, and the upper chord 16a and the upper chord 16a are respectively arranged between the upper end and the lower end of the bundle 13. The rigidity of the entire roof is secured by stretching the lower chord material 16b.

【0022】図9および図10は第5実施形態を示す。
これは、上記の第4実施形態を基本とするものである
が、ユニット11の向きを変更して第2実施形態(図3
および図4参照)の場合と同様としている。そして、本
第5実施形態では、全体としてはユニット11を千鳥配
置しているのであるが、第1実施形態(図1および図2
参照)の場合と同様に桁行方向の端部においてはユニッ
ト11をスパン方向に連続配置し、それら一連のユニッ
ト11の束材13には上弦材16aと下弦材16bをス
パン方向に張設することで屋根の端部の剛性を強化した
ものとしている。つまり、この第5実施形態は第1実施
形態におけるユニット1をユニット11に置換したもの
であるといえる。
FIGS. 9 and 10 show a fifth embodiment.
This is based on the above-described fourth embodiment. However, by changing the direction of the unit 11, the second embodiment (FIG.
And FIG. 4). In the fifth embodiment, the units 11 are staggered as a whole. However, in the first embodiment (FIGS. 1 and 2).
As in the case of (1), the units 11 are continuously arranged in the span direction at the ends in the row direction, and the upper chord material 16a and the lower chord material 16b are stretched in the span direction on the bundle 13 of the series of units 11. It strengthens the rigidity of the roof edge. That is, it can be said that the fifth embodiment is obtained by replacing the unit 1 in the first embodiment with the unit 11.

【0023】以上で本発明の実施形態を説明したが、本
発明は上記各実施形態に限定されるものではなく、屋根
の形態や規模、大梁の位置、スパンの大きさ、その他の
諸条件に応じてさらに種々の設計的変更が可能であるこ
とは言うまでもない。
Although the embodiments of the present invention have been described above, the present invention is not limited to each of the above embodiments. The present invention is not limited to the form and scale of the roof, the position of the girder, the size of the span, and other various conditions. Needless to say, various other design changes are possible.

【0024】[0024]

【発明の効果】請求項1の発明は、テンセグリッド構造
のユニットを基本単位とする屋根のスパン方向の両端部
を桁行方向の大梁により支持し、その屋根の桁行方向の
両端部においてはユニットをスパン方向に連続配置して
それらユニットの束材どうしの間にスパン方向の弦材を
張設した構造であるから、屋根端部の剛性を確保できて
屋根全体の構造安定性を十分に確保することができる。
According to the first aspect of the present invention, both ends in the span direction of a roof having a tense grid structure unit as a basic unit are supported by girders in the girder direction, and the units are mounted on both ends in the girder direction of the roof. Since the structure is such that chords in the span direction are stretched between the bundles of these units by being continuously arranged in the span direction, the rigidity of the roof edge can be secured and the structural stability of the entire roof is sufficiently secured. be able to.

【0025】請求項2の発明は、2本のグリッド材を十
字状に交差させてその交差部に束材を配し、束材の上下
両端とグリッド材の各先端との間に斜材を張設してなる
変形テンセグリッド構造のユニットを基本単位とし、そ
のユニットを連続配置して格子状に張設したバンド材に
より連結した構造であるから、本来のテンセグリッド構
造と同等の構造的利点を有することに加え、グリッド材
により形成される格子面に対して屋根材を支障なく取り
付けることができるのでより有効である。
According to a second aspect of the present invention, two grid members are crossed in a cross shape, a bundle is disposed at the intersection, and a diagonal member is provided between the upper and lower ends of the bundle and each end of the grid member. As a basic unit, a unit with a deformed tense grid structure that is stretched and connected by band members that are continuously arranged and stretched in a lattice shape, structural advantages equivalent to the original tense grid structure In addition to the above, it is more effective because the roof material can be attached to the grid surface formed by the grid material without any trouble.

【0026】請求項3の発明は、請求項2の発明におい
て、屋根のスパン方向の両端部を桁行方向の大梁で支持
し、各ユニットの束材の上端相互間あるいは下端相互間
もしくはそれらの双方にスパン方向の弦材を張設する構
造であるから、屋根全体の構造安定性をより向上させる
ことができる。
According to a third aspect of the present invention, in the second aspect of the present invention, both ends of the roof in the span direction are supported by girders in the girder direction, and between the upper ends or the lower ends of the bundles of each unit, or both. Since the structure is such that the chord members are stretched in the span direction, the structural stability of the entire roof can be further improved.

【0027】請求項4の発明は、変形テンセグリッド構
造のユニットを千鳥配置するとともに、各ユニットの束
材の上端相互間および下端相互間にそれぞれ弦材を張設
した構造であるから、屋根全体の構造安定性を支障なく
確保することができる。
According to a fourth aspect of the present invention, the units having the deformed tense grid structure are arranged in a staggered manner, and the chord members are stretched between the upper ends and the lower ends of the bundle of each unit. Structural stability can be ensured without hindrance.

【0028】請求項5の発明は、請求項4の発明におい
て、屋根のスパン方向の両端部を桁行方向の大梁により
支持し、屋根の桁行方向の両端部においてはユニットを
スパン方向に連続配置してそれらユニットの束材どうし
の間にスパン方向の弦材を張設した構造であるから、屋
根端部の剛性を確保できて屋根全体の構造安定性を十分
に確保することができる。
According to a fifth aspect of the present invention, in the invention of the fourth aspect, both ends in the span direction of the roof are supported by girders in the girder direction, and the units are continuously arranged in the span direction at both ends in the girder direction of the roof. Since the string material in the span direction is stretched between the bundles of these units, the rigidity of the roof edge can be secured, and the structural stability of the entire roof can be sufficiently secured.

【0029】請求項6の発明は、請求項1〜5のいずれ
かの発明において、圧縮材であるグリッド材および束材
としてそれぞれ鋼管、アルミニウム管、繊維補強樹脂成
形管、木材のいずれかを採用し、引張材である斜材、弦
材、バンド材としてそれぞれケーブル材、鋼棒材、繊維
補強樹脂成形棒材、膜材、繊維補強樹脂成形パネルのい
ずれかを採用したので、より軽量化を図ることができ、
かつ屋根材を兼用することも可能であって合理的であ
る。
According to a sixth aspect of the present invention, in any one of the first to fifth aspects of the present invention, any one of a steel pipe, an aluminum pipe, a fiber-reinforced resin molded pipe, and wood is used as the grid material and the bundle material as the compression material. The cable is made of cable, steel bar, fiber reinforced resin molded bar, membrane material, or fiber reinforced resin molded panel as tension material, diagonal material, chord material, and band material, respectively. Can be planned,
In addition, it is also possible to use a roofing material, which is reasonable.

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

【図1】 本発明の第1実施形態である屋根の構造の全
体斜視図および一部拡大図である。
FIG. 1 is an overall perspective view and a partially enlarged view of a roof structure according to a first embodiment of the present invention.

【図2】 同、平面図および立面図である。FIG. 2 is a plan view and an elevation view of the same.

【図3】 本発明の第2実施形態である屋根の構造の全
体斜視図および一部拡大図ならびにユニットを示す図で
ある。
FIG. 3 is an overall perspective view, a partially enlarged view, and a view showing a unit of a roof structure according to a second embodiment of the present invention.

【図4】 同、平面図および立面図である。FIG. 4 is a plan view and an elevation view of the same.

【図5】 本発明の第3実施形態である屋根の構造の全
体斜視図および一部拡大図である。
FIG. 5 is an overall perspective view and a partially enlarged view of a roof structure according to a third embodiment of the present invention.

【図6】 同、平面図および立面図である。FIG. 6 is a plan view and an elevation view of the same.

【図7】 本発明の第4実施形態である屋根の構造の全
体斜視図および一部拡大図である。
FIG. 7 is an overall perspective view and a partially enlarged view of a roof structure according to a fourth embodiment of the present invention.

【図8】 同、平面図および立面図である。FIG. 8 is a plan view and an elevation view of the same.

【図9】 本発明の第5実施形態である屋根の構造の全
体斜視図および一部拡大図である。
FIG. 9 is an overall perspective view and a partially enlarged view of a roof structure according to a fifth embodiment of the present invention.

【図10】 同、平面図および立面図である。FIG. 10 is a plan view and an elevation view of the same.

【図11】 従来のテンセグリッド構造の屋根の一例を
示す全体斜視図および一部拡大図ならびにユニットを示
す図である。
FIG. 11 is an overall perspective view and a partially enlarged view showing an example of a roof having a conventional tense grid structure, and a diagram showing a unit.

【符号の説明】[Explanation of symbols]

1 ユニット 2 大梁 5 グリッド材 6 束材 7 斜材 8 弦材 8a 上弦材 8b 下弦材 11 ユニット 12 グリッド材 13 束材 14 斜材 15 バンド材 16 弦材 16a 上弦材 16b 下弦材 1 unit 2 girder 5 grid material 6 bundle material 7 diagonal material 8 chord material 8a upper chord material 8b lower chord material 11 unit 12 grid material 13 bundle material 14 diagonal material 15 band material 16 chord material 16a upper chord material 16b lower chord material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 谷口 尚範 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 瀧 諭 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 立石 寧俊 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 杉崎 健一 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 Fターム(参考) 2E163 DA00 FB06 FB09 FB32 FC00 FE03  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Naohan Taniguchi 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Satoshi Taki 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation Inside (72) Inventor Yasutoshi Tateishi 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation Inside (72) Inventor Kenichi Sugisaki 1-2-3 Shibaura, Minato-ku, Tokyo Shimizu Corporation F term (reference) 2E163 DA00 FB06 FB09 FB32 FC00 FE03

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 圧縮材からなる4本のグリッド材を矩形
枠状に連結してその内側中心部に圧縮材からなる束材を
配し、該束材の上下両端と前記グリッド材どうしの各連
結点との間に引張材からなる斜材を張設してなるテンセ
グリッド構造のユニットを基本単位として構成される屋
根の構造において、 前記ユニットを千鳥配置した状態で前記グリッド材を格
子状に連続せしめるとともに、各ユニットの束材の上端
相互間あるいは下端相互間もしくはそれらの双方に引張
材からなる弦材を格子状に張設して屋根を形成し、 該屋根を支持する桁行方向の大梁を該屋根のスパン方向
の両端部に設けるとともに、該屋根の桁行方向の両端部
においては前記グリッド材を共有せしめた状態で前記ユ
ニットをスパン方向に連続配置し、かつそれら一連のユ
ニットの束材の上端相互間あるいは下端相互間もしくは
それらの双方に前記弦材をスパン方向に張設してなるこ
とを特徴とする屋根の構造。
1. Four grid members made of a compressed material are connected in a rectangular frame shape, and a bundle material made of a compressed material is arranged in the center of the inside thereof, and upper and lower ends of the bundle material and each of the grid materials are connected to each other. In a roof structure configured with a unit having a tense grid structure in which a diagonal member made of a tensile member is stretched between connection points as a basic unit, the grid members are arranged in a grid in a state where the units are staggered. The roof is formed by stretching chords made of tensile material in a grid pattern between the upper ends and / or lower ends of the bundles of each unit and forming a roof. Are provided at both ends in the span direction of the roof, and at both ends in the row direction of the roof, the units are continuously arranged in the span direction with the grid material being shared, and a series of these units are provided. Roof structure, characterized in that the upper end mutual or lower mutual or both of those bundles material bets made the chord and stretched in the span direction.
【請求項2】 圧縮材からなる2本のグリッド材を十字
状に交差させてその交差部に圧縮材からなる束材を配
し、該束材の上下両端と前記グリッド材の各先端との間
に引張材からなる斜材を張設してなる変形テンセグリッ
ド構造のユニットを基本単位として構成される屋根の構
造において、 前記ユニットを縦横に連続配置して前記グリッド材を格
子状に連続せしめるとともに、各ユニットのグリッド材
の先端相互間に引張材からなるバンド材を格子状に張設
して屋根を形成してなることを特徴とする屋根の構造。
2. A grid member made of a compressed material is crossed in a cross shape by two grid members made of a compressed material, and a bundle material made of a compressed material is arranged at the intersection, and the upper and lower ends of the bundle material and each end of the grid material are connected. In a roof structure comprising a unit having a deformed tense grid structure in which a diagonal member made of a tensile material is stretched between the basic units, the units are continuously arranged vertically and horizontally so that the grid material is continuously arranged in a grid. A roof structure, wherein a band member made of a tensile material is stretched in a grid pattern between the tips of the grid members of each unit to form a roof.
【請求項3】 請求項2記載の屋根の構造において、 前記屋根を支持する大梁を該屋根のスパン方向の両端部
に設けるとともに、該屋根を形成している各ユニットの
束材の上端相互間あるいは下端相互間もしくはそれらの
双方に引張材からなる弦材を当該屋根のスパン方向に張
設してなることを特徴とする屋根の構造。
3. The roof structure according to claim 2, wherein a girder supporting the roof is provided at both ends in the span direction of the roof, and between upper ends of bundles of the units forming the roof. Alternatively, a roof structure characterized in that chords made of a tensile material are stretched between lower ends or both of them in the span direction of the roof.
【請求項4】 圧縮材からなる2本のグリッド材を十字
状に交差させてその交差部に圧縮材からなる束材を配
し、該束材の上下両端と前記グリッド材の各先端との間
に引張材からなる斜材を張設してなる変形テンセグリッ
ド構造のユニットを基本単位として構成される屋根の構
造において、 前記ユニットを千鳥配置した状態で前記グリッド材を格
子状に連続せしめるとともに、各ユニットのグリッド材
の先端相互間に引張材からなるバンド材を格子状に張設
し、かつ各ユニットの束材の上端相互間および下端相互
間にそれぞれ引張材からなる弦材を格子状に張設して屋
根を形成してなることを特徴とする屋根の構造。
4. A grid member made of a compressed material is crossed in a cross shape by two grid members made of a compressed material, and a bundle material made of a compressed material is arranged at the intersection, and upper and lower ends of the bundle material and each end of the grid material are connected. In a roof structure including a unit having a deformed tense grid structure in which a diagonal member made of a tensile member is stretched between the basic units, the grid members are continuously arranged in a grid in a state where the units are arranged in a staggered manner. A band material made of a tensile material is stretched in a grid pattern between the tips of the grid material of each unit, and a chord material made of the tensile material is formed in a grid pattern between the upper end and the lower end of the bundle of each unit. The structure of the roof characterized by being stretched to form a roof.
【請求項5】 請求項4記載の屋根の構造において、 前記屋根を支持する大梁を該屋根のスパン方向の両端部
に設けるとともに、該屋根の桁行方向の両端部において
は前記ユニットをスパン方向に連続配置し、かつそれら
一連のユニットの束材の上端相互間および下端相互間に
それぞれ前記弦材をスパン方向に張設してなることを特
徴とする屋根の構造。
5. The roof structure according to claim 4, wherein girder supporting the roof is provided at both ends of the roof in the span direction, and the unit is spanned at both ends in the girder direction of the roof. A roof structure wherein the chords are stretched in the span direction between the upper ends and the lower ends of the bundles of the series of units continuously.
【請求項6】 請求項1〜5のいずれかに記載の屋根の
構造において、 圧縮材であるグリッド材および束材として、それぞれ鋼
管、アルミニウム管、繊維補強樹脂成形管、木材のいず
れかを採用し、 引張材である斜材、弦材、バンド材として、それぞれケ
ーブル材、鋼棒材、繊維補強樹脂成形棒材、膜材、繊維
補強樹脂成形パネルのいずれかを採用してなることを特
徴とする屋根の構造。
6. The roof structure according to any one of claims 1 to 5, wherein each of the grid material and the bundle material, which are compression members, is any one of a steel pipe, an aluminum pipe, a fiber-reinforced resin molded pipe, and wood. And it is characterized by adopting any one of cable material, steel bar material, fiber reinforced resin molded bar material, membrane material, fiber reinforced resin molded panel as the diagonal material, chord material and band material which are tensile materials. And the roof structure.
JP2000234611A 2000-08-02 2000-08-02 Roof structure Pending JP2002047730A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000234611A JP2002047730A (en) 2000-08-02 2000-08-02 Roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000234611A JP2002047730A (en) 2000-08-02 2000-08-02 Roof structure

Publications (1)

Publication Number Publication Date
JP2002047730A true JP2002047730A (en) 2002-02-15

Family

ID=18726956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000234611A Pending JP2002047730A (en) 2000-08-02 2000-08-02 Roof structure

Country Status (1)

Country Link
JP (1) JP2002047730A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103741796A (en) * 2013-07-30 2014-04-23 江河创建集团股份有限公司 Self-balancing instability-prevention prestress structure
JP2021014713A (en) * 2019-07-11 2021-02-12 清水建設株式会社 Roof unit and method for constructing roof structure
CN113833279A (en) * 2021-10-28 2021-12-24 中国一冶集团有限公司 Integral jacking construction method for deformed steel net rack with height difference during mounting of support

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103741796A (en) * 2013-07-30 2014-04-23 江河创建集团股份有限公司 Self-balancing instability-prevention prestress structure
CN103741796B (en) * 2013-07-30 2016-02-17 江河创建集团股份有限公司 The anti-unstability prestressed structure of self-balancing
JP2021014713A (en) * 2019-07-11 2021-02-12 清水建設株式会社 Roof unit and method for constructing roof structure
JP7341761B2 (en) 2019-07-11 2023-09-11 清水建設株式会社 Roof unit and roof structure construction method
CN113833279A (en) * 2021-10-28 2021-12-24 中国一冶集团有限公司 Integral jacking construction method for deformed steel net rack with height difference during mounting of support

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