JP2005232896A - Large bamboo dome - Google Patents

Large bamboo dome Download PDF

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JP2005232896A
JP2005232896A JP2004045927A JP2004045927A JP2005232896A JP 2005232896 A JP2005232896 A JP 2005232896A JP 2004045927 A JP2004045927 A JP 2004045927A JP 2004045927 A JP2004045927 A JP 2004045927A JP 2005232896 A JP2005232896 A JP 2005232896A
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bamboo
dome
cage
truss beam
mesh
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Japanese (ja)
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Yukio Ishii
幸男 石井
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Technical System Keep Ltd Co
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Technical System Keep Ltd Co
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a large bamboo dome capable of accommodating several ten thousand persons from several hundred persons by a lightweight and strong bamboo material. <P>SOLUTION: This large bamboo dome is composed of a bamboo truss beam installed in a dome shape, a bamboo cage 1 supported by the bamboo truss beam and formed by braiding a round bamboo material, and a bamboo mesh 2 installed in a mesh of the bamboo cage 1. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、大型竹ドームに関するものである。   The present invention relates to a large bamboo dome.

従来、鋼材から成る大型ドームはあるが、竹材を使用した大型ドームはなかった。また従来、数人が入る程度の小形の竹ドームはあるが、数百人から数万人までが収容できる大型の竹ドームはなかった。   Conventionally, there is a large dome made of steel, but there is no large dome using bamboo. In the past, there was a small bamboo dome that could accommodate several people, but there was no large bamboo dome that could accommodate hundreds to tens of thousands of people.

本発明が解決しようとする課題は、軽量で強靱な竹材により、数百人から数万人までが収容できる大型竹ドームを提供することにある。   The problem to be solved by the present invention is to provide a large bamboo dome that can accommodate hundreds to tens of thousands of people with light and strong bamboo.

本発明の大型竹ドームは、ドーム状に架設された竹トラス梁と、該竹トラス梁に支持されると共に、丸竹材を編み組して成る竹ケージと、該竹ケージの網目内に取り付けられる竹メッシュと、から構成されることを特徴とする。   The large-sized bamboo dome of the present invention is attached to a bamboo truss beam laid in a dome shape, a bamboo cage that is supported by the bamboo truss beam and braided with round bamboo material, and the mesh of the bamboo cage. And a bamboo mesh.

本発明の大型竹ドームは、軽量で堅牢な竹材建造物を構成することができる。   The large bamboo dome of the present invention can constitute a lightweight and robust bamboo building.

図1は大型竹ドームの正面図、図2はその平面図であって、1は、丸竹材(割っていない竹材)を六ツ目編み組して構成された竹ケージであり、2は、割竹材を六ツ目編み組みして構成された竹メッシュである。該竹メッシュ2は、上記竹ケージ1の六角状の網目1a内に取り付けられる。Gは出入り口である。本実施例は、竹ケージ1や竹メッシュ2を六ツ目編みしたが、四ツ目編みなど、他の組み付け構造であってもよい。   FIG. 1 is a front view of a large bamboo dome, FIG. 2 is a plan view thereof, 1 is a bamboo cage constructed by braiding a round bamboo material (unbroken bamboo material) with a sixth stitch, It is a bamboo mesh constructed by splitting bamboo from the sixth. The bamboo mesh 2 is attached in the hexagonal mesh 1a of the bamboo cage 1. G is the doorway. In this embodiment, the bamboo cage 1 and the bamboo mesh 2 are knitted with a sixth stitch, but other assembly structures such as a four-knitting may be used.

図3(A)は上記竹ケージ1の一部を拡大したもので、図3(B)に示すように、竹ケージ1を構成する竹材Tは、波形に成形されている。竹材Tは、燃焼ガス等の高温ガスにより加熱乾燥されている。なお、上記竹ケージ1は直状の竹材を使用してもよい。本実施例では、1本の竹材Tを編み組みしているが、2本或いは3本など、複数本を束ねた状態でケージ状に編み組みしてもよい。   FIG. 3A is an enlarged view of a portion of the bamboo cage 1. As shown in FIG. 3B, the bamboo material T constituting the bamboo cage 1 is formed into a corrugated shape. The bamboo material T is heated and dried with a high-temperature gas such as a combustion gas. The bamboo cage 1 may be a straight bamboo material. In this embodiment, one bamboo material T is braided, but a plurality of such as two or three may be braided in a cage shape.

上記竹材Tを継ぎ足す場合には、2本の竹材の端部同士を重ねて縛り付けたり、或いは、図3(C)(D)(E)に示すように、2本の竹材T、T′を接続金物3により接続してもよい。この接続金物3は、帯板3aの両端部に嵌合筒3b、3b′をそれぞれ反対側に位置するように取り付けると共に、これら嵌合筒3b、3b′の手前に締付バンド3c、3c′を取り付けて、構成されている。竹材T、T′の先端をそれぞれ上記嵌合筒3b、3b′に差し込み、締付バンド3c、3c′により竹材T、T′を締め付け固定する。   When the bamboo material T is added, the ends of the two bamboo materials are overlapped and tied together, or as shown in FIGS. 3C, 3D and 2E, the two bamboo materials T, T ′ May be connected by the connection hardware 3. The connection hardware 3 is attached to both ends of the band plate 3a so that the fitting cylinders 3b and 3b 'are positioned on the opposite sides, and the fastening bands 3c and 3c' are placed in front of the fitting cylinders 3b and 3b '. Installed and configured. The ends of the bamboo materials T and T ′ are inserted into the fitting cylinders 3b and 3b ′, respectively, and the bamboo materials T and T ′ are fastened and fixed by the fastening bands 3c and 3c ′.

図4は、上記竹ケージ1を支持する竹トラス梁4を示す。本実施例の竹トラス梁4は、図5(A)に示すように、2本の上弦材4aと、2本の下弦材4bと、これらの弦材4a、4bを相互に連結する腹材4cから構成される立体トラス梁としてドーム状に架設される。弦材4a、4bの竹材は、図3(C)(D)(E)に示すような上記接続金物3により接続することにより、1本の竹材より長い長尺状の竹トラス梁4を構成することができる。また、上記実施例では1本の弦材4a,4bとしているが、2本或いは3本など、複数本を束ねて使用してもよい。   FIG. 4 shows a bamboo truss beam 4 that supports the bamboo cage 1. As shown in FIG. 5 (A), the bamboo truss beam 4 of the present embodiment includes two upper chord members 4a, two lower chord members 4b, and an abdomen that connects these chord members 4a and 4b to each other. It is constructed in a dome shape as a solid truss beam composed of 4c. The bamboo materials of the string materials 4a and 4b are connected by the connecting metal 3 as shown in FIGS. 3C, 3D, and 3E, thereby forming a long bamboo truss beam 4 longer than one bamboo material. can do. In the above embodiment, one string member 4a, 4b is used, but a plurality of strings, such as two or three, may be used.

上記腹材4cは、上記弦材4a、4bにあけた穴に差し込むことにより一体的に組み付けられる。なお、腹材4cを斜めに組み付ける場合には、図5(B)(C)に示すように、L型パイプのエルボ5aと連結バンド5bから成る接続金物5により組み付けてもよい。すなわち、腹材4cの端部をエルボ5aに差し込んで、このエルボ5aを締付バンド5bにより弦材4a、4bに取り付ける。   The abdomen 4c is assembled integrally by being inserted into holes formed in the chords 4a and 4b. In addition, when assembling the abdomen 4c diagonally, as shown in FIGS. 5B and 5C, the abdomen 4c may be assembled by a connection metal 5 including an elbow 5a of an L-shaped pipe and a connecting band 5b. That is, the end of the abdomen 4c is inserted into the elbow 5a, and the elbow 5a is attached to the string members 4a and 4b by the fastening band 5b.

上記実施例の竹トラス梁4は、上下の弦材がそれぞれ2本づつの四角形の立体トラス梁について説明したが、本発明の竹トラス梁はこれに限定するものではなく、上弦材4aが1本で下弦材4bが2本、或いは、上弦材4aが2本で下弦材4bが1本の三角形の立体トラス梁であったり、また、上下の弦材がそれぞれ1本づつの平面トラス梁であってもよい。   The bamboo truss beam 4 of the above embodiment has been described as a three-dimensional truss beam with two upper and lower chord members, but the bamboo truss beam of the present invention is not limited to this, and the upper chord member 4a is 1 Two lower chord members 4b, two upper chord members 4a and one lower chord member 4b are triangular three-dimensional truss beams, and upper and lower chord members are one flat truss beam. There may be.

図6に示すように、上記竹トラス梁4、4′は十字交差させて、一体的に組み付ける。この場合、上記弦材4a、4bを波形(図3(B)を参照)に成形することにより、交差する2つの竹トラス梁4、4′の段差を少なくすることができる。また、これらの交差部は、一方の竹梁4の側面に接続板(図示せず)を取り付けて、図3(C)に示すような接続金物を、前記接続板に設け、他方の竹梁4′の端部を固定するようにしてもよい。   As shown in FIG. 6, the bamboo truss beams 4, 4 'are cross-crossed and assembled together. In this case, by forming the chord members 4a and 4b into a corrugated shape (see FIG. 3B), the step difference between the two bamboo truss beams 4 and 4 'can be reduced. In addition, these intersections have a connection plate (not shown) attached to the side surface of one bamboo beam 4 and a connection hardware as shown in FIG. You may make it fix the edge part of 4 '.

図7は、上記竹トラス梁4を支持する梁支持部材6を示すもので、上記竹トラス梁4の下弦材4bを受ける梁受材6aと、該梁受材6aの下側に一体的に組み付けられる弧状部材6bから構成される。上記各梁受材6aは、下弦材4bを受け易いように、2本の竹材を束ねたものを使用しているが、1本あるいは3本以上の複数の竹材を束ねて使用してもよい。該弧状部材6bは、柱や壁(図示せず)等の構造体の頭部に取り付け支持される。この柱も竹材により構成してもよい。図8から明らかなように、本梁支持部材6は弧状部材6bを有するので、図8(A)に示すように、上記竹トラス梁4を水平状態に支持したり、図8(B)に示すように、斜めの任意の傾斜角に支持することができる。   FIG. 7 shows a beam support member 6 that supports the bamboo truss beam 4, a beam receiving member 6a that receives the lower chord material 4b of the bamboo truss beam 4, and an arc-shaped member that is integrally assembled to the lower side of the beam receiving member 6a. 6b. Each of the beam receiving members 6a uses a bundle of two bamboo members so that the lower chord member 4b can be easily received. However, one or three or more bamboo members may be bundled and used. The arc-shaped member 6b is attached and supported on the head of a structure such as a column or wall (not shown). This pillar may also be made of bamboo. As is clear from FIG. 8, the main beam support member 6 has an arcuate member 6b. Therefore, as shown in FIG. 8 (A), the bamboo truss beam 4 is supported in a horizontal state, as shown in FIG. 8 (B). As shown, it can be supported at any angle of inclination.

図1に示す竹ドームは、麻縄等の索条により覆い、その裾部分で索条を引張り状態で固定することにより、竹竹ドームが強風等で吹き飛ばされないようにする。   The bamboo dome shown in FIG. 1 is covered with a rope such as a hemp rope, and the rope is fixed in a tension state at the skirt portion thereof, so that the bamboo and bamboo dome is not blown off by a strong wind or the like.

本発明の大型竹ドームの一実施例を示す正面図である。It is a front view which shows one Example of the large sized bamboo dome of this invention. 図1の平面図である。It is a top view of FIG. 竹ケージの部分拡大図(A)、そのイ−イ断面図(B)、接続金物の説明図(C)(D)(E)である。They are a partial enlarged view (A) of a bamboo cage, its II sectional drawing (B), and explanatory drawing (C) (D) (E) of a connection metal fitting. 竹トラス梁の配構図である。It is a layout of bamboo truss beams. 竹トラス梁の斜視図(A)、弦材と腹材の接続例の説明図(B)(C)である。It is the perspective view (A) of a bamboo truss beam, and explanatory drawing (B) (C) of the example of a connection of a string material and a belly material. 2つの竹トラス梁の十字交差構造の説明図である。It is explanatory drawing of the cross cross structure of two bamboo truss beams. 竹トラス梁の支持部材の斜視図である。It is a perspective view of the support member of a bamboo truss beam. 図7の支持部材による竹トラス梁の支持例の説明図である。It is explanatory drawing of the example of support of the bamboo truss beam by the supporting member of FIG.

符号の説明Explanation of symbols

1 竹ケージ
1a 網目
2 竹メッシュ
3 接続金物
3a 帯板
3b、3b′嵌合筒
3c、3c′締付バンド
4、4′竹トラス梁
4a (上)弦材
4b (下)弦材
4c 腹材
5 接続金物
5a エルボ
5b 連結バンド
6 梁支持部材
6a 梁受材
6b 弧状部材
T、T′ 竹材
DESCRIPTION OF SYMBOLS 1 Bamboo cage 1a Net 2 Bamboo mesh 3 Connection metal fitting 3a Band plate 3b, 3b 'fitting cylinder 3c, 3c' fastening band 4, 4 'Bamboo truss beam 4a (Upper) String material 4b (Lower) String material 4c Abdomen 5 Connection hardware 5a Elbow 5b Connection band 6 Beam support member 6a Beam receiving material 6b Arc-shaped member T, T 'Bamboo material

Claims (1)

ドーム状に架設された竹トラス梁と、該竹トラス梁に支持されると共に、丸竹材を編み組して成る竹ケージと、該竹ケージの網目内に取り付けられる竹メッシュと、から構成されることを特徴とする大型竹ドーム。   A bamboo truss beam erected in a dome shape, a bamboo cage supported by the bamboo truss beam and braided with a round bamboo material, and a bamboo mesh attached to the mesh of the bamboo cage A large bamboo dome characterized by that.
JP2004045927A 2004-02-23 2004-02-23 Large bamboo dome Pending JP2005232896A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756193A (en) * 2016-04-22 2016-07-13 浙江财经大学 Soil-covered bamboo structure
CN105888066A (en) * 2016-04-22 2016-08-24 浙江财经大学 Multi-section type bamboo dome structure
CN105971119A (en) * 2016-04-22 2016-09-28 浙江财经大学 Manufacturing method for soil-covering bamboo component
CN107060176A (en) * 2017-01-24 2017-08-18 中国建筑第二工程局有限公司 A kind of special-shaped hyperbolic floral pattern dome structure and its construction method
CN112523358A (en) * 2020-09-04 2021-03-19 浙大城市学院 Bidirectional oblique crossing combined spoke type tension cable truss system and application

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756193A (en) * 2016-04-22 2016-07-13 浙江财经大学 Soil-covered bamboo structure
CN105888066A (en) * 2016-04-22 2016-08-24 浙江财经大学 Multi-section type bamboo dome structure
CN105971119A (en) * 2016-04-22 2016-09-28 浙江财经大学 Manufacturing method for soil-covering bamboo component
CN105756193B (en) * 2016-04-22 2018-02-13 浙江财经大学 A kind of earthing bamboo structure
CN105971119B (en) * 2016-04-22 2018-07-13 浙江财经大学 A kind of production method of earthing bamboo structure
CN107060176A (en) * 2017-01-24 2017-08-18 中国建筑第二工程局有限公司 A kind of special-shaped hyperbolic floral pattern dome structure and its construction method
CN107060176B (en) * 2017-01-24 2019-08-20 中国建筑第二工程局有限公司 A kind of abnormity hyperbolic floral pattern dome structure and its construction method
CN112523358A (en) * 2020-09-04 2021-03-19 浙大城市学院 Bidirectional oblique crossing combined spoke type tension cable truss system and application

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