JP7003380B2 - 3D truss frame - Google Patents

3D truss frame Download PDF

Info

Publication number
JP7003380B2
JP7003380B2 JP2017165328A JP2017165328A JP7003380B2 JP 7003380 B2 JP7003380 B2 JP 7003380B2 JP 2017165328 A JP2017165328 A JP 2017165328A JP 2017165328 A JP2017165328 A JP 2017165328A JP 7003380 B2 JP7003380 B2 JP 7003380B2
Authority
JP
Japan
Prior art keywords
members
diagonal
lower chord
chord member
outer peripheral
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.)
Active
Application number
JP2017165328A
Other languages
Japanese (ja)
Other versions
JP2019044354A (en
Inventor
友規 村上
久人 奥出
典夫 櫻川
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP2017165328A priority Critical patent/JP7003380B2/en
Publication of JP2019044354A publication Critical patent/JP2019044354A/en
Application granted granted Critical
Publication of JP7003380B2 publication Critical patent/JP7003380B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Description

本発明は、立体トラス架構に関する。 The present invention relates to a three-dimensional truss frame.

2本の上弦材と1本の下弦材とを斜材で連結する立体トラス架構が知られている。この立体トラス架構では、斜材の下端部が角度をもって下弦材に接合されるため、1本の上弦材と1本の下弦材とを斜材で連結する平面トラス架構と比較して、斜材の下端部の形状が複雑になり易い。この問題を解決するため、例えば特許文献1には、下弦材と斜材の下端部とを鋼製ブロックを介して接合するトラス梁構造が開示されている。 A three-dimensional truss frame that connects two upper chords and one lower chord with diagonal lumber is known. In this three-dimensional truss frame, the lower end of the slant is joined to the lower chord at an angle, so compared to a flat truss frame that connects one upper chord and one lower chord with the slant, the slant is used. The shape of the lower end of the lumber tends to be complicated. In order to solve this problem, for example, Patent Document 1 discloses a truss beam structure in which a lower chord member and a lower end portion of a diagonal member are joined via a steel block.

特開2002-4414号公報Japanese Patent Application Laid-Open No. 2002-4414

しかしながら、特許文献1に開示されているトラス梁構造では、鋼製ブロックを下弦材に溶接する必要があり、また、斜材の下端部にねじ穴等を加工する必要があるため、下弦材と斜材との連結が容易ではなかった。 However, in the truss beam structure disclosed in Patent Document 1, it is necessary to weld a steel block to the lower chord material, and it is necessary to machine a screw hole or the like at the lower end portion of the diagonal material. It was not easy to connect with the diagonal lumber.

本発明は上記事実に鑑み、下弦材と斜材とを容易に連結することができる立体トラス架構を提供することを目的とする。 In view of the above facts, an object of the present invention is to provide a three-dimensional truss frame capable of easily connecting a lower chord member and a diagonal member.

第1態様に係る立体トラス架構は、一対の上弦材と、前記上弦材の下方に設けられ、断面が多角形状とされた下弦材と、一対の前記上弦材と前記下弦材とを連結し、前記下弦材の外周平面に接合された斜材と、を有する。 The three-dimensional truss frame according to the first aspect connects a pair of upper chord members, a lower chord member provided below the upper chord member and having a polygonal cross section, and the pair of upper chord members and the lower chord member. It has an oblique member joined to the outer peripheral plane of the lower chord member.

上記構成によれば、下弦材の断面が多角形状とされ、斜材が下弦材の外周平面に接合されている。このため、接合部である斜材の下端面の形状を平面状とすることができ、下弦材と斜材との連結が容易となる。 According to the above configuration, the cross section of the lower chord member has a polygonal shape, and the diagonal member is joined to the outer peripheral plane of the lower chord member. Therefore, the shape of the lower end surface of the slanted lumber, which is the joint portion, can be made flat, and the connection between the lower chord member and the slanted lumber becomes easy.

第2態様に係る立体トラス架構は、第1態様に係る立体トラス架構であって、前記下弦材の前記外周平面は、前記斜材の中心軸に対して直交する。 The three-dimensional truss frame according to the second aspect is the three-dimensional truss frame according to the first aspect, and the outer peripheral plane of the lower chord member is orthogonal to the central axis of the diagonal member.

上記構成によれば、下弦材の外周平面が斜材の中心軸に対して直交するため、斜材の下端面を下弦材の外周平面の角度に合わせて斜めに切断する必要がなく、下弦材と斜材との連結がより容易となる。 According to the above configuration, since the outer peripheral plane of the lower chord member is orthogonal to the central axis of the diagonal member, it is not necessary to cut the lower end surface of the lower chord member diagonally according to the angle of the outer peripheral plane of the lower chord member, and the lower chord member does not need to be cut diagonally. And the diagonal material will be easier to connect.

第3態様に係る立体トラス架構は、第1態様又は第2態様に係る立体トラス架構であって、前記上弦材の断面は多角形状とされており、前記斜材は前記上弦材の外周平面に接合されている。 The three-dimensional truss frame according to the third aspect is the three-dimensional truss frame according to the first aspect or the second aspect, the cross section of the upper chord member has a polygonal shape, and the diagonal member is on the outer peripheral plane of the upper chord member. It is joined.

上記構成によれば、下弦材とともに上弦材の断面も多角形状とされているため、斜材の上端面及び下端面の加工が容易となり、上弦材と斜材、及び下弦材と斜材との連結がそれぞれ容易となる。 According to the above configuration, since the cross section of the upper chord material is also polygonal as well as the lower chord material, it is easy to process the upper end surface and the lower end surface of the diagonal material, and the upper chord material and the diagonal material, and the lower chord material and the diagonal material are used. Each can be easily connected.

本発明によれば、下弦材と斜材とを容易に連結することができる。 According to the present invention, the lower chord member and the diagonal member can be easily connected.

第1実施形態における立体トラス架構を示す全体図である。It is an overall view which shows the three-dimensional truss frame in 1st Embodiment. 図1におけるA-A線断面図である。FIG. 3 is a cross-sectional view taken along the line AA in FIG. 第2実施形態における立体トラス架構を示す、図2に相当する断面図である。It is sectional drawing corresponding to FIG. 2 which shows the three-dimensional truss frame in 2nd Embodiment. (A)、(B)は変形例における立体トラス架構を示す、図2に相当する断面図である。(A) and (B) are cross-sectional views corresponding to FIG. 2 showing a three-dimensional truss frame in a modified example.

<第1実施形態>
以下、本発明の第1実施形態における立体トラス架構について、図1及び図2を用いて説明する。
<First Embodiment>
Hereinafter, the three-dimensional truss frame according to the first embodiment of the present invention will be described with reference to FIGS. 1 and 2.

図1及び図2に示すように、本実施形態の立体トラス架構10は、互いに間隔を空けて並列に配置された複数の上弦材12と、上弦材12の下方に設けられて上弦材12と平行に延びる複数の下弦材14と、を有している。 As shown in FIGS. 1 and 2, the three-dimensional truss frame 10 of the present embodiment includes a plurality of upper chord members 12 arranged in parallel at intervals from each other, and the upper chord members 12 provided below the upper chord members 12. It has a plurality of lower chord members 14 extending in parallel.

本実施形態の立体トラス架構10は、例えばスタジアム等の構造物の屋根架構として用いられるものであり、一例として、図1に示すように、上弦材12及び下弦材14の一端が繋ぎ材16によって観客席等の下部構造体18に片持ち状に支持されている。 The three-dimensional truss frame 10 of the present embodiment is used as a roof frame of a structure such as a stadium, for example, and as an example, as shown in FIG. 1, one end of the upper chord member 12 and the lower chord member 14 is connected by a connecting member 16. It is cantilevered by a lower structure 18 such as a spectator seat.

図2に示すように、上弦材12は、例えば断面が正四角形状の中空鋼管で構成されており、4つの外周平面12Aを有している。同様に、下弦材14も、断面が正四角形状の中空鋼管で構成されており、4つの外周平面14Aを有している。なお、本実施形態では、下弦材14の外寸と上弦材12の外寸とが同じ大きさとされている。 As shown in FIG. 2, the upper chord member 12 is composed of, for example, a hollow steel pipe having a regular square cross section, and has four outer peripheral planes 12A. Similarly, the lower chord member 14 is also made of a hollow steel pipe having a regular square cross section, and has four outer peripheral planes 14A. In the present embodiment, the outer dimensions of the lower chord member 14 and the outer dimensions of the upper chord member 12 are the same size.

また、隣合う上弦材12同士は、水平方向に延びる小梁材20によって互いに連結されており、下弦材14も水平方向に延びる小梁材22によって隣合う下弦材(図示なし)に連結されている。小梁材20、22は、例えば断面が円形状の中空鋼管で構成されており、本実施形態では上弦材12及び下弦材14の外寸より外寸(径)が小さくされている。 Further, the adjacent upper chord members 12 are connected to each other by the horizontally extending beam members 20, and the lower chord members 14 are also connected to the adjacent lower chord members (not shown) by the horizontally extending beam members 22. There is. The beam members 20 and 22 are made of, for example, a hollow steel pipe having a circular cross section, and in the present embodiment, the outer dimensions (diameter) are smaller than the outer dimensions of the upper chord member 12 and the lower chord member 14.

また、図1及び図2に示すように、複数の斜材24によって一対の上弦材12と1本の下弦材14とがそれぞれ連結されており、一対の上弦材12、下弦材14、小梁材20、及び斜材24によって三角形断面の立体トラスが形成されている。なお、斜材24は、例えば断面が円形状の中空鋼管で構成されており、本実施形態では上弦材12及び下弦材14の外寸より外寸(径)が小さくされている。 Further, as shown in FIGS. 1 and 2, a pair of upper chord members 12 and one lower chord member 14 are connected to each other by a plurality of diagonal members 24, and the pair of upper chord members 12, lower chord members 14, and beams are connected to each other. A three-dimensional truss having a triangular cross section is formed by the lumber 20 and the slant 24. The diagonal member 24 is made of, for example, a hollow steel pipe having a circular cross section, and in the present embodiment, the outer dimension (diameter) is smaller than the outer dimensions of the upper chord member 12 and the lower chord member 14.

ここで、図2に示すように、上弦材12及び下弦材14は、外周平面12A、14Aが斜材24の中心軸Pに対して直交する向きにそれぞれ配置されており、斜材24の上端面が上弦材12の外周平面12Aに接合され、斜材24の下端面が下弦材14の外周平面14Aに接合されている。なお、斜材24の上端面及び下端面と上弦材12及び下弦材14の外周平面12A、14Aとの接合方法としては、溶接による接合の他、ボルトによる接合等が挙げられる。 Here, as shown in FIG. 2, in the upper chord member 12 and the lower chord member 14, the outer peripheral planes 12A and 14A are arranged in directions orthogonal to the central axis P of the diagonal member 24, respectively, and above the diagonal member 24. The end surface is joined to the outer peripheral flat surface 12A of the upper chord member 12, and the lower end surface of the diagonal member 24 is joined to the outer peripheral flat surface 14A of the lower chord member 14. Examples of the joining method between the upper end surface and the lower end surface of the diagonal member 24 and the outer peripheral planes 12A and 14A of the upper chord member 12 and the lower chord member 14 include joining by welding and joining by bolts.

本実施形態によれば、上弦材12及び下弦材14の断面が正四形状状とされ、斜材24が上弦材12及び下弦材14の外周平面12A、14Aにそれぞれ接合されている。このため、接合部である斜材24の上端面及び下端面の形状をそれぞれ平面状とすることができ、斜材24の上端面及び下端面の加工が容易となるとともに、上弦材12と斜材24、及び下弦材14と斜材24との連結が容易となる。 According to the present embodiment, the cross sections of the upper chord member 12 and the lower chord member 14 have a regular four-shaped cross section, and the diagonal member 24 is joined to the outer peripheral planes 12A and 14A of the upper chord member 12 and the lower chord member 14, respectively. Therefore, the shapes of the upper end surface and the lower end surface of the diagonal member 24, which is the joint portion, can be made flat, respectively, and the upper end surface and the lower end surface of the diagonal member 24 can be easily processed, and the upper chord member 12 and the diagonal member 12 are inclined. The material 24 and the lower chord material 14 and the diagonal material 24 can be easily connected.

特に本実施形態では、上弦材12及び下弦材14の外周平面12A、14Aが斜材24の中心軸Pに対して直交するため、斜材24の上端面及び下端面を上弦材12及び下弦材14の外周平面12A、14Aの角度に合わせて斜めに切断する必要がなく、上弦材12と斜材24、及び下弦材14と斜材24との連結がより容易となる。 In particular, in the present embodiment, since the outer peripheral planes 12A and 14A of the upper chord member 12 and the lower chord member 14 are orthogonal to the central axis P of the diagonal member 24, the upper end surface and the lower end surface of the diagonal member 24 are the upper chord member 12 and the lower chord member. It is not necessary to cut diagonally according to the angles of the outer peripheral planes 12A and 14A of 14, and the connection between the upper chord member 12 and the diagonal member 24 and the lower chord member 14 and the diagonal member 24 becomes easier.

また、本実施形態によれば、特に圧縮力を受け易い下弦材14が中空鋼管で構成されており、閉断面とされているため、下弦材14が閉断面とされていない構成と比較して、下弦材14の座屈を抑制することができる。 Further, according to the present embodiment, since the lower chord member 14 which is particularly susceptible to compressive force is formed of a hollow steel pipe and has a closed cross section, it is compared with a configuration in which the lower chord member 14 does not have a closed cross section. , Buckling of the lower chord member 14 can be suppressed.

<第2実施形態>
次に、本発明の第2実施形態における立体トラス架構について、図3を用いて説明する。なお、第1実施形態と同様の構成については、図示及び説明を省略する。
<Second Embodiment>
Next, the three-dimensional truss frame according to the second embodiment of the present invention will be described with reference to FIG. The illustration and description of the same configuration as that of the first embodiment will be omitted.

図3に示すように、本実施形態の立体トラス架構30では、一例として上弦材32がH形鋼で構成されている。一方、下弦材34は、断面が菱形状の中空鋼管で構成されており、外周平面34Aが斜材36の中心軸Qに対して直交する向きにそれぞれ配置されている。 As shown in FIG. 3, in the three-dimensional truss frame 30 of the present embodiment, the upper chord member 32 is made of H-shaped steel as an example. On the other hand, the lower chord member 34 is composed of a hollow steel pipe having a rhombic cross section, and the outer peripheral plane 34A is arranged in a direction orthogonal to the central axis Q of the diagonal member 36.

斜材36は、上端面が上弦材32の下フランジの下面32Aに接合され、下端面が下弦材34の外周平面34Aに接合されており、第1実施形態と同様に、一対の上弦材32、下弦材34、及び斜材36によって三角形断面の立体トラスが形成されている。なお、隣合う上弦材32同士及び下弦材34同士も、第1実施形態と同様に、小梁材38、40によって互いに連結されている。 The upper end surface of the diagonal member 36 is joined to the lower surface 32A of the lower flange of the upper chord member 32, and the lower end surface is joined to the outer peripheral flat surface 34A of the lower chord member 34. , The lower chord member 34, and the diagonal member 36 form a three-dimensional truss with a triangular cross section. The adjacent upper chord members 32 and the lower chord members 34 are also connected to each other by the beam members 38 and 40 as in the first embodiment.

本実施形態によれば、下弦材34の断面が菱形状とされ、斜材36が下弦材14の外周平面34Aに接合されている。このため、第1実施形態と同様に、接合部である斜材36の下端面の形状を平面状とすることができ、斜材36の下端面の加工が容易となるとともに、下弦材34と斜材36との連結が容易となる。 According to the present embodiment, the cross section of the lower chord member 34 has a rhombic shape, and the diagonal member 36 is joined to the outer peripheral plane 34A of the lower chord member 14. Therefore, as in the first embodiment, the shape of the lower end surface of the diagonal member 36, which is the joint portion, can be made flat, the lower end surface of the diagonal member 36 can be easily processed, and the lower chord member 34 and the lower chord member 34 can be easily processed. The connection with the diagonal member 36 becomes easy.

さらに、下弦材34の断面が菱形状であるため、上弦材32同士の間隔、すなわち斜材36の中心軸Qの角度に合わせて外周平面34Aの角度を調整することが容易であり、外周平面34Aを斜材36の中心軸Qに対して直交する向きとすることができる。 Further, since the cross section of the lower chord member 34 is rhombic, it is easy to adjust the angle of the outer peripheral plane 34A according to the distance between the upper chord members 32, that is, the angle of the central axis Q of the diagonal member 36, and the outer peripheral plane. The direction of 34A can be oriented orthogonal to the central axis Q of the diagonal member 36.

<その他の実施形態>
以上、本発明について第1実施形態及び第2実施形態を説明したが、本発明はかかる実施形態に限定されるものではなく、本発明の範囲内にて他の種々の実施形態が可能である。
<Other embodiments>
Although the first embodiment and the second embodiment of the present invention have been described above, the present invention is not limited to such an embodiment, and various other embodiments are possible within the scope of the present invention. ..

第1実施形態では、下弦材14の断面が正四角形状とされ、第2実施形態では、下弦材34の断面が菱形状とされていた。しかし、下弦材14、34は、少なくとも斜材24、36の下端面が接合される複数の外周平面14A、34Aを有していればよい。 In the first embodiment, the cross section of the lower chord member 14 has a regular square shape, and in the second embodiment, the cross section of the lower chord member 34 has a rhombic shape. However, the lower chord members 14 and 34 may have at least a plurality of outer peripheral planes 14A and 34A to which the lower end surfaces of the diagonal members 24 and 36 are joined.

例えば、図4(A)に示すように、下弦材44の断面を三角形状とし、3つの外周平面44Aのうち2面に斜材46の下端面をそれぞれ接合する構成としてもよい。また、図4(B)に示すように、下弦材54の断面を五角形状とし、5つの外周平面54Aのうち2面に斜材56の下端面をそれぞれ接合する構成としてもよい。 For example, as shown in FIG. 4A, the cross section of the lower chord member 44 may be triangular, and the lower end surface of the diagonal member 46 may be joined to two of the three outer peripheral planes 44A. Further, as shown in FIG. 4B, the cross section of the lower chord member 54 may be pentagonal, and the lower end surface of the diagonal member 56 may be joined to two of the five outer peripheral planes 54A.

さらに、第1実施形態及び第2実施形態では、上弦材12及び下弦材14、34の外周平面12A、14A、34Aと斜材24、36の中心軸P、Qとが直交していた。しかし、必ずしも直交している必要はなく、上弦材12及び下弦材14、34の外周平面12A、14A、34Aと斜材24、36とが、90度以外の角度で接合されていてもよい。 Further, in the first embodiment and the second embodiment, the outer peripheral planes 12A, 14A, 34A of the upper chord member 12 and the lower chord member 14, 34 and the central axes P, Q of the diagonal members 24, 36 are orthogonal to each other. However, it does not necessarily have to be orthogonal, and the outer peripheral planes 12A, 14A, 34A of the upper chord member 12 and the lower chord members 14, 34 and the diagonal members 24, 36 may be joined at an angle other than 90 degrees.

10 立体トラス架構
12、32 上弦材
12A 外周平面
14、34、44、54 下弦材
14A、34A、44A、54A 外周平面
24、36、46、56 斜材
P、Q 中心軸
10 Three-dimensional truss frame 12, 32 Upper chord material 12A Outer plane plane 14, 34, 44, 54 Lower chord material 14A, 34A, 44A, 54A Outer outer plane 24, 36, 46, 56 Oblique material P, Q Central axis

Claims (2)

一対の上弦材と、
一対の前記上弦材を連結する小梁材と、
前記上弦材の下方に設けられ、断面が四角形状とされた下弦材と、
一対の前記上弦材と前記下弦材とをそれぞれ連結するとともに、下端部が前記下弦材の隣り合う外周平面にそれぞれ接合され、一対の前記上弦材、及び前記下弦材の長手方向から見て、前記小梁材とでトラスを形成する一対の第一斜材と、
前記下弦材の長手方向にそれぞれ傾斜し、該下弦材と一対の前記上弦材とをそれぞれ連結する一対の第二斜材と、
を有し、
前記下弦材の前記外周平面は、該外周平面に前記下端部が接合される前記第一斜材の中心軸に対して直交し、
前記トラスは、一対の前記上弦材、及び前記下弦材の長手方向に複数形成されるとともに、一対の前記上弦材、前記下弦材、一対の前記第二斜材とで立体トラスを形成する、
立体トラス架構。
A pair of upper chords and
A beam member connecting the pair of upper chord members and
A lower chord material provided below the upper chord material and having a square cross section,
The pair of upper chord members and the lower chord members are connected to each other, and the lower ends thereof are joined to adjacent outer peripheral planes of the lower chord members, respectively. A pair of first diagonal members forming a truss with girders,
A pair of second diagonal members that are inclined in the longitudinal direction of the lower chord member and connect the lower chord member and the pair of upper chord members, respectively.
Have,
The outer peripheral plane of the lower chord member is orthogonal to the central axis of the first diagonal member to which the lower end portion is joined to the outer peripheral plane.
A plurality of the trusses are formed in the longitudinal direction of the pair of the upper chord members and the lower chord members, and the three-dimensional truss is formed by the pair of the upper chord members, the lower chord members, and the pair of the second diagonal members.
Three-dimensional truss frame.
前記上弦材の断面は多角形状とされており、前記第一斜材は前記上弦材の外周平面に接合されている、請求項1に記載の立体トラス架構。 The three-dimensional truss frame according to claim 1, wherein the cross section of the upper chord member has a polygonal shape, and the first diagonal member is joined to the outer peripheral plane of the upper chord member.
JP2017165328A 2017-08-30 2017-08-30 3D truss frame Active JP7003380B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017165328A JP7003380B2 (en) 2017-08-30 2017-08-30 3D truss frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017165328A JP7003380B2 (en) 2017-08-30 2017-08-30 3D truss frame

Publications (2)

Publication Number Publication Date
JP2019044354A JP2019044354A (en) 2019-03-22
JP7003380B2 true JP7003380B2 (en) 2022-01-20

Family

ID=65815575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017165328A Active JP7003380B2 (en) 2017-08-30 2017-08-30 3D truss frame

Country Status (1)

Country Link
JP (1) JP7003380B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096905A (en) 2001-09-21 2003-04-03 Nkk Corp Parallel chord truss, space truss and roof structure using these truss
JP2003166214A (en) 2001-11-29 2003-06-13 Haltec:Kk Chord member for truss and truss using the same

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5853870Y2 (en) * 1978-10-06 1983-12-07 住友金属工業株式会社 steel pipe truss
JPH11158996A (en) * 1997-11-26 1999-06-15 Nkk Corp Triangular truss

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096905A (en) 2001-09-21 2003-04-03 Nkk Corp Parallel chord truss, space truss and roof structure using these truss
JP2003166214A (en) 2001-11-29 2003-06-13 Haltec:Kk Chord member for truss and truss using the same

Also Published As

Publication number Publication date
JP2019044354A (en) 2019-03-22

Similar Documents

Publication Publication Date Title
US10626611B2 (en) Modular truss joint
KR101118608B1 (en) Phi truss structure
JP6389670B2 (en) Member end structure
JP4146511B1 (en) Honeycomb building structure
KR101212341B1 (en) Single Layer Free Form Node
JP4576899B2 (en) Method for manufacturing column-beam joint structure and column-beam joint structure
JP2008174980A (en) Three-dimensional skeleton truss structure
JP7003380B2 (en) 3D truss frame
JP5043964B2 (en) Joint structure of space truss
JP6854120B2 (en) Beam joint structure
JP6450707B2 (en) Lattice joint structure of multi-layer truss frame
JP6750447B2 (en) Welded joint structure
CN110462144B (en) Grid structure
CN103061411B (en) Support controllable in buckling deformation direction and frame adopting same
JP2017145670A (en) Method of manufacturing beam-column joint structure, and beam-column joint structure
JP3537771B2 (en) Joint structure of space truss
JP2020143497A (en) Space truss structure
KR20130038322A (en) Welding nodal structure
JP2019138143A (en) Manufacturing method of column-beam joint structure and column-beam joint structure
JP6390284B2 (en) Beam-column joint structure
JP5734592B2 (en) Flat truss structure
US3672711A (en) Structural column and construction
JP2019065540A (en) Structure
CN217870939U (en) Spherical curved surface single-layer reticulated shell joint
JP5624508B2 (en) Frame structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200625

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210406

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210602

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210706

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210826

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20211005

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20211105

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20211130

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20211210

R150 Certificate of patent or registration of utility model

Ref document number: 7003380

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150