JP6254784B2 - Connected structure - Google Patents

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JP6254784B2
JP6254784B2 JP2013151134A JP2013151134A JP6254784B2 JP 6254784 B2 JP6254784 B2 JP 6254784B2 JP 2013151134 A JP2013151134 A JP 2013151134A JP 2013151134 A JP2013151134 A JP 2013151134A JP 6254784 B2 JP6254784 B2 JP 6254784B2
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wall
connecting member
elongated
elongated member
protrusion
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JP2015021315A (en
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凌云 柴
凌云 柴
伊藤 大輔
大輔 伊藤
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Solar Frontier KK
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本発明は、連結部材を用いることにより連結可能な細長部材に関する。   The present invention relates to an elongated member that can be connected by using a connecting member.

細長部材を複数本、各々の軸線方向に互いに連結し、長い柱や桟材等を形成する場合がある。例えば図7(a)〜(c)に示すように、所定の長さを有する2つの中空の細長部材710、730をつなぎ合わせる場合、連結部材720の一方の端部720aを細長部材710の仕口710aに挿入した後、連結部材720の他方の端部720bを、細長部材730の仕口730aに挿入し、さらに長い部材750を組み立てる。   In some cases, a plurality of elongate members are connected to each other in the axial direction to form long pillars or crosspieces. For example, as shown in FIGS. 7A to 7C, when two hollow elongated members 710 and 730 having a predetermined length are connected, one end portion 720a of the connecting member 720 is connected to the elongated member 710. After being inserted into the mouth 710a, the other end 720b of the connecting member 720 is inserted into the joint 730a of the elongated member 730, and a longer member 750 is assembled.

このような細長部材の具体例として、太陽電池モジュールを屋根に固定する固定装置で用いられる桟材が挙げられる。固定装置では、太陽電池モジュールを複数枚並べて固定するため、所定の長さを有する桟材を連結してさらに長い桟材を形成する。特許文献1には、太陽電池モジュールの取付け構造において、縦桟の長さが不足する場合に、その縦桟の中の空間に連結パイプを挿入し、もう1本の縦桟を連結パイプにはめ込んで、縦桟を連結することが示されている。   A specific example of such an elongated member is a crosspiece used in a fixing device that fixes a solar cell module to a roof. In the fixing device, in order to fix a plurality of solar cell modules side by side, a crosspiece having a predetermined length is connected to form a longer crosspiece. In Patent Document 1, when the length of the vertical beam is insufficient in the solar cell module mounting structure, a connecting pipe is inserted into the space in the vertical beam, and the other vertical beam is inserted into the connecting pipe. It is shown that the vertical bars are connected.

固定装置を用いて太陽電池モジュールを屋根に設置した場合、固定装置の桟材には、太陽電池モジュールによる重力方向の荷重(正荷重)だけでなく、太陽電池モジュールが風によって持ち上げられる揚力(以下、正荷重に対して負荷重とよぶ。また以下では、正荷重及び負荷重を単に荷重と呼ぶ場合がある)がかかる。太陽電池モジュールの固定に用いられる桟材には正荷重及び負荷重に対しても、規定の強度(例えば2400Pa/m以上)が要求される。しかしながら、桟材をつなぎ合わせた部分は、桟材よりも強度が低くなり、正荷重や負荷重により、桟材をつなぎ合わせた部分が塑性変形してしまう場合があった。 When a solar cell module is installed on the roof using a fixing device, the crosspiece of the fixing device has not only a load in the direction of gravity (positive load) by the solar cell module but also a lift force that the solar cell module can lift by the wind In the following description, a positive load and a load weight may be simply referred to as a load). The crosspiece used for fixing the solar cell module is required to have a prescribed strength (for example, 2400 Pa / m 2 or more) with respect to a positive load and a load weight. However, the portion where the crosspieces are joined has a lower strength than the crosspiece, and the portion where the crosspieces are joined may be plastically deformed due to a positive load or load weight.

塑性変形の主な原因は以下の通りである。図8(a)は、図7(c)のA−A線に沿った断面図であり、細長部材710に連結部材720が挿入された状態を示す図である。連結部材720は、細長部材710の第1の壁711、第2の壁712a及び第3の壁712bに支持されていて、連結部材720の細長部材710への挿入を容易にするため、細長部材710の第4の壁713の内面と連結部材720の上面との間に隙間がある。図8(b)は、図8(a)のB−B線に沿った断面図であり、細長部材710、730に対して負荷重が図の矢印G方向にかかりつなぎ合わせた部分が曲げられた状態を示す。   The main causes of plastic deformation are as follows. FIG. 8A is a cross-sectional view taken along the line AA in FIG. 7C and shows a state where the connecting member 720 is inserted into the elongated member 710. The connecting member 720 is supported by the first wall 711, the second wall 712a, and the third wall 712b of the elongate member 710 and facilitates insertion of the connecting member 720 into the elongate member 710. There is a gap between the inner surface of the fourth wall 713 of 710 and the upper surface of the connecting member 720. FIG. 8B is a cross-sectional view taken along the line BB in FIG. 8A, and the portion of the elongated members 710 and 730 connected to the load in the direction of arrow G is bent. Indicates the state.

細長部材710、730を連結部材720でつなぎ合わせ、負荷重が図の矢印G方向にかかった場合、連結部材720の上面と、細長部材710、730との間に隙間があるので、連結部材720の端部720a、720bと細長部材710、730とは接点710c、730cで接触し、接点710c、730cに図中上向きの荷重がかかるようになる。一方、細長部材710、730の仕口が、連結部材720の中央部と接触し、接点710b、730bでは、図中下向きの荷重がかかる。通常、接点710cと接点710bとでは、互いに逆向きの方向で同じ大きさの荷重がかかり、また、接点730cと接点730bとでは、互いに逆向きの方向で同じ大きさの荷重がかかる。しかしながら、図8(b)に示すように何らかの原因で、接点710bにおいて細長部材710と連結部材720とは接触するが、接点730bにおいて細長部材730と連結部材720とが接触しない場合、接点710c、730cから受ける連結部材720への荷重を、細長部材710が接点710bにおいて集中して受ける場合がある。この場合、想定している荷重より大きい荷重が、接点710bにかかるため塑性変形がおこる。塑性変形の状態を図8(b)のC−C線に沿った断面図である図8(c)に示す。図に示すように、接点710bでは、図のE方向に荷重がかかり、接点710bが図のF方向に伸びるよう変形して破損する可能性がある。このような接点710bの破損を防止するために、単に細長部材710、730の第1の壁分の厚みを増やすと強度は高くなるが、材料の使用量が増加し、細長部材710、730の重量が増加すると共に、コストも上昇する。   When the elongated members 710 and 730 are connected by the connecting member 720 and the load weight is applied in the direction of the arrow G in the figure, there is a gap between the upper surface of the connecting member 720 and the elongated members 710 and 730. The end portions 720a, 720b and the elongated members 710, 730 come into contact with each other at the contacts 710c, 730c, and an upward load is applied to the contacts 710c, 730c. On the other hand, the joints of the elongated members 710 and 730 come into contact with the central portion of the connecting member 720, and a downward load is applied to the contacts 710b and 730b. Normally, the contact 710c and the contact 710b are applied with the same load in the opposite directions, and the contact 730c and the contact 730b are applied with the same load in the opposite directions. However, as shown in FIG. 8B, when the elongated member 710 and the connecting member 720 come into contact with each other at the contact 710b for some reason, but the elongated member 730 and the connecting member 720 do not come into contact with each other at the contact 730b, the contact 710c, In some cases, the elongated member 710 receives the load on the connecting member 720 received from 730c in a concentrated manner at the contact point 710b. In this case, since a load larger than the assumed load is applied to the contact point 710b, plastic deformation occurs. The state of plastic deformation is shown in FIG. 8C, which is a cross-sectional view taken along the line CC of FIG. As shown in the drawing, in the contact 710b, a load is applied in the direction E in the figure, and the contact 710b may be deformed and damaged in the direction F in the figure. In order to prevent such damage to the contacts 710b, simply increasing the thickness of the first wall of the elongated members 710, 730 increases the strength, but increases the amount of material used, and the elongated members 710, 730 As the weight increases, so does the cost.

特開2003−343058号公報JP 2003-343058 A

連結部材を用いて連結する細長部材において、つなぎ合わせた部分の破損を抑制する細長部材が求められる。   In an elongated member that is connected using a connecting member, an elongated member that suppresses breakage of the joined portions is required.

本発明は、連結部材と、前記連結部材が挿入される細長部材であって、前記細長部材の軸線方向に前記連結部材を介して別の細長部材を連結可能な細長部材と、を有し、前記細長部材は、前記軸線方向に沿って延びる第1の壁と、前記第1の壁の両側部から前記第1の壁に対して垂直方向に延びる第2の壁及び第3の壁と、を備え、前記第1の壁は、両者間に連続する溝を形成する一対の突部を有し、前記一対の突部の一方は前記第2の壁に一体化されていて、他方は前記第3の壁に一体化されていて、前記連結部材が前記細長部材に挿入されたとき、前記連結部材は前記第2の壁と前記第3の壁との少なくとも一方の内面と、前記第2の壁と前記第3の壁との内面に隣接する各突部の面とで支され、前記溝内に位置せず、前記第1の壁に支持されない連結構造を提供する。 The present invention includes a connecting member and an elongate member into which the connecting member is inserted, and an elongate member capable of connecting another elongate member via the connecting member in the axial direction of the elongate member , wherein the elongated member has a first wall extending along said axial direction, said first second walls from both sides of the wall extending in a direction perpendicular to the first wall and the third wall, The first wall has a pair of protrusions forming a continuous groove therebetween, and one of the pair of protrusions is integrated with the second wall, and the other is the When the connecting member is inserted into the elongated member, the connecting member is integrated with at least one inner surface of the second wall and the third wall; and is supported lifting in the surface of each protrusion walls between adjacent inner surface of said third wall, not located in the groove, the first wall Not lifting, provides a coupling structure.

本発明は、第1の壁の反対側に前記第2の壁及び前記第3の壁と連結する第4の壁を有し、前記第2の壁、前記第3の壁、前記第4の壁及び前記一対の突部とで前記連結部材が挿入される中空部が形成されている、前記連結構造を提供する。 The present invention, first have a fourth wall that connects with the second wall and the third wall opposite the wall, the second wall, the third wall, the fourth The connection structure is provided in which a hollow portion into which the connection member is inserted is formed by a wall and the pair of protrusions .

本発明は、前記第1の壁、前記第2の壁及び前記3の壁のうちの何れか1つに、前記細長部材の軸線方向に沿ったスリットが形成されている、前記連結構造を提供する。 The present invention, the first wall, to any one of the second wall and the third wall, the Ru elongated slit in the axial direction of the member is formed Tei, provides the coupling structure To do.

本発明は、前記第4の壁に、前記細長部材の軸線方向に沿ったスリットが形成されている、前記連結構造を提供する。 The present invention, in the fourth wall, the Ru elongated slit in the axial direction of the member is formed Tei, providing the connection structure.

本発明の、連結構造の細長部材によれば、第1の壁は、一方が第2の壁に一体化され他方が第3の壁に一体化された一対の突部を有し、第2の壁と第3の壁との少なくとも一方の内面と、第2の壁と第3の壁との内面に隣接する各突部の面とにより連結部分を支持する。一対の突部が形成された第1の壁は、突部が形成された部分において厚さが増し、突部は第2の壁と第3の壁と一体化しているので、連結部材からうける荷重に対して強度が高くなり、荷重に抗することができる。そのため、細長部材をつなぎ合わせた部分における破損を抑制することができる。また、一対の突部の間に、連結部材と接触しない溝が形成されるので、第1の壁の全体の厚さを増加させた場合と比較して、材料の使用量を抑え軽量化を図ることができ、コストを下げることができる。 According to the elongated member of the connection structure of the present invention, the first wall has a pair of protrusions, one of which is integrated with the second wall and the other of which is integrated with the third wall, The connecting portion is supported by the inner surface of at least one of the wall and the third wall and the surfaces of the protrusions adjacent to the inner surfaces of the second wall and the third wall. The first wall formed with the pair of protrusions is increased in thickness at the portion where the protrusions are formed, and the protrusions are integrated with the second wall and the third wall. The strength is increased with respect to the load, and the load can be resisted. Therefore, it is possible to suppress damage at the portion where the elongated members are joined together. In addition, since a groove that does not contact the connecting member is formed between the pair of protrusions, the amount of material used is reduced and the weight is reduced as compared with the case where the overall thickness of the first wall is increased. This can reduce the cost.

本発明の実施形態による細長部材と挿入された連結部材とを示す斜視図である。It is a perspective view which shows the elongate member by the embodiment of this invention, and the inserted connection member. 本発明の実施形態による細長部材と挿入された連結部材とを示す、図1のII−II線に沿った断面図である。It is sectional drawing along the II-II line | wire of FIG. 1 which shows the elongate member by the embodiment of this invention, and the inserted connection member. 本発明の実施形態による細長部材の別例を示す断面図である。It is sectional drawing which shows another example of the elongate member by embodiment of this invention. 連結部材の別例を示す断面図である。It is sectional drawing which shows another example of a connection member. 本発明の実施形態による細長部材の他の例を示す断面図である。It is sectional drawing which shows the other example of the elongate member by embodiment of this invention. 図6は連結部材を示す図であり、図6(a)は正面図、図6(b)は平面図、図6(c)は側面図である。6A and 6B are diagrams showing a connecting member, in which FIG. 6A is a front view, FIG. 6B is a plan view, and FIG. 6C is a side view. 連結部材を用いて連結する2本の中空の細長部材を示す斜視図である。It is a perspective view which shows two hollow elongate members connected using a connection member. 図8(a)は、連結部材を挿入した、従来の細長部材の断面図であり、図8(b)は、図8(a)のB−B線に沿った断面図であり、細長部材に負荷重がかかった状態を示す図、図8(c)は、図8(b)のC−C線に沿った細長部材の断面図であり、細長部材が破損した状態を示す図である。FIG. 8A is a cross-sectional view of a conventional elongated member into which a connecting member is inserted, and FIG. 8B is a cross-sectional view taken along line BB in FIG. FIG. 8C is a cross-sectional view of the elongated member taken along the line CC in FIG. 8B, and shows a state where the elongated member is damaged. .

以下、添付図面を参照して本発明の実施形態について説明する。以下の実施形態において同一又は類似の構成要素には共通の参照符号を付して示し、理解を容易にするために、これら図面は縮尺を適宜変更している。また、本発明の技術範囲はそれらの実施形態に限定されず、特許請求の範囲に記載した発明とその均等物におよぶ点に留意されたい。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. In the following embodiments, the same or similar components are denoted by common reference numerals, and the scale of these drawings is appropriately changed for easy understanding. In addition, it should be noted that the technical scope of the present invention is not limited to these embodiments, but extends to the invention described in the claims and equivalents thereof.

本実施形態の細長部材について説明する。本実施形態の細長部材10は、その軸線方向(図1の矢印A方向)に複数本、各々の軸線方向に互いに連結することで、長い柱、梁、桟材等を形成することが可能な部材である。細長部材10はその両端部又は一方の端部に仕口10aを有し、仕口10aから連結部材20を挿入可能な中空部18を有する部材である。細長部材10は中空部18に連結部材20の一方の端部20aを挿入し、連結部材20の他方の端部20bを、連結する別の細長部材の中空部(図示しない)に挿入することで、細長部材同士を各々の軸線方向に連結することができる。   The elongated member of this embodiment will be described. The elongate member 10 of this embodiment can form a long pillar, a beam, a crosspiece, etc. by mutually connecting in the axial direction (arrow A direction of FIG. 1), and connecting each other in each axial direction. It is a member. The elongate member 10 is a member having a mouth portion 10a at both end portions or one end portion thereof and a hollow portion 18 into which the connecting member 20 can be inserted from the joint portion 10a. The elongated member 10 has one end 20a of the connecting member 20 inserted into the hollow portion 18, and the other end 20b of the connecting member 20 is inserted into a hollow portion (not shown) of another elongated member to be connected. The elongated members can be connected to each other in the axial direction.

細長部材10を横に向けて、細長部材10上に太陽電池モジュール等の構造物を設置した場合、重力方向(図の矢印B1方向)の荷重(正荷重)が細長部材10にかかる。一方、例えば風の影響により、構造物が浮き上がり重力とは反対の方向(図の矢印B2方向)の荷重(負荷重)がかかる場合がある。そのため、本実施形態の細長部材10は、正荷重だけではなく負荷重にも抗することを想定している。   When a structure such as a solar cell module is installed on the elongate member 10 with the elongate member 10 facing sideways, a load (positive load) in the direction of gravity (the arrow B1 direction in the figure) is applied to the elongate member 10. On the other hand, for example, under the influence of wind, the structure may be lifted and a load (load weight) in the direction opposite to the direction of gravity (in the direction of arrow B2 in the figure) may be applied. Therefore, it is assumed that the elongated member 10 of the present embodiment resists not only a positive load but also a load weight.

細長部材10は、図1及び2に示すように、負荷重の方向(B2)に対し、軸線方向Aに沿って延びる第1の壁11と、第1の壁11の両側部から、図中上方向、第1の壁11に対して垂直方向に延びる第2の壁12aと、第3の壁12bとを備える。また、中空部18を介して第1の壁11の反対側に第4の壁13を備える。細長部材10は、第1の壁11に、一対の突部(第1の突部14a、第2の突部14b)を備え、一対の突部の間には溝が形成される。そして、第1の突部14aは第2の壁12aと一体化されていて、第2の突部14bは第3の壁12bと一体化されている。細長部材10は、第1の突部14aの、第2の壁12aの内面に隣接する面15aと挿入された連結部材20の底面の一部(第1の接触部21a)とが直接接触して、第2の突部14bの、第3の壁12bの内面に隣接する面15bと連結部材20の底面の一部(第2の接触部21b)とが、直接接触する。第1の突部14aと第2の突部14bとの間に、第1の壁11、第1の突部14a及び第2の突部14bにより、連結部材20と接触しない溝16が形成される。第1の突部14a及び第2の突部14bがある部分は、実質的に、第1の壁11の厚さが増加している。また、第1の突部14aは第2の壁12aと一体化し、第2の突部14bは第3の壁12bと一体化して強度が高くなる。また、図示する実施形態では、連結部材20は、第2の壁及び第3の壁の内面に接触して支持されている。そのため、細長部材10は連結部材20から受ける荷重に対して抗することができ、破損を防止することができる。   As shown in FIGS. 1 and 2, the elongated member 10 includes a first wall 11 extending along the axial direction A with respect to the load weight direction (B 2), and both sides of the first wall 11. A second wall 12a extending in a direction perpendicular to the first wall 11 and a third wall 12b are provided. Further, a fourth wall 13 is provided on the opposite side of the first wall 11 through the hollow portion 18. The elongated member 10 includes a pair of protrusions (a first protrusion 14a and a second protrusion 14b) on the first wall 11, and a groove is formed between the pair of protrusions. The first protrusion 14a is integrated with the second wall 12a, and the second protrusion 14b is integrated with the third wall 12b. In the elongated member 10, the surface 15a adjacent to the inner surface of the second wall 12a of the first protrusion 14a and the part of the bottom surface of the connecting member 20 (first contact portion 21a) are in direct contact. Thus, the surface 15b of the second protrusion 14b adjacent to the inner surface of the third wall 12b and a part of the bottom surface of the coupling member 20 (second contact portion 21b) are in direct contact. A groove 16 that does not contact the connecting member 20 is formed between the first protrusion 14a and the second protrusion 14b by the first wall 11, the first protrusion 14a, and the second protrusion 14b. The In the portion where the first protrusion 14a and the second protrusion 14b are present, the thickness of the first wall 11 is substantially increased. Further, the first protrusion 14a is integrated with the second wall 12a, and the second protrusion 14b is integrated with the third wall 12b to increase the strength. In the illustrated embodiment, the connecting member 20 is supported in contact with the inner surfaces of the second wall and the third wall. Therefore, the elongated member 10 can resist the load received from the connecting member 20, and can be prevented from being damaged.

溝16は、第2の壁12a及び第3の壁12bから離れた部分であり、荷重に対して弱い部分である。図示実施形態の細長部材10では、連結部材20から直接荷重を受けない非接触部である溝16を設けることにより、溝16が連結部材20から荷重を受けることによる破損を防止している。また、溝16を設けることで、第1の壁11を全体的に厚くした場合と比較して、材料の使用量を抑制することができ、細長部材10の軽量化を図ることができる。   The groove 16 is a portion away from the second wall 12a and the third wall 12b, and is a portion that is weak against load. In the elongated member 10 of the illustrated embodiment, by providing the groove 16 that is a non-contact portion that does not receive a load directly from the connecting member 20, damage due to the groove 16 receiving a load from the connecting member 20 is prevented. Further, by providing the groove 16, it is possible to suppress the amount of material used and to reduce the weight of the elongated member 10 as compared with the case where the first wall 11 is made thick as a whole.

第1の突部14aが連結部材20と接触する面15a、15bの幅D3、D4の大きさは任意であるが、連結部材20を構成する壁の厚さと同等以上、2倍以下であるのが好ましい。   The sizes of the widths D3 and D4 of the surfaces 15a and 15b where the first protrusion 14a contacts the connecting member 20 are arbitrary, but are equal to or more than twice the thickness of the wall constituting the connecting member 20. Is preferred.

図示実施形態の中空部18に挿入される連結部材20は、細長い四角筒の形状を有する部材である。連結部材20は、細長部材10の中空部18の幅D1と略同一の大きさの幅D2を有する。連結部材20は第1の突部14a及び第2の突部14bの面から第4の壁13の内面までの高さH1より若干小さい高さH2を有し、連結部材20を細長部材10に挿入したとき、図2に示すように、連結部材20の上面と第4の壁13との間に隙間17が形成される。隙間17の大きさ(隙間量)H3は任意であり、連結部材20の高さH2を、中空部18の高さH1と略同じ大きさに形成して、隙間17の大きさH3をゼロにしてもよい。連結部材20の長さは任意であるが、重量やコストの観点から、連結部材20の幅D2の大きさの2倍以上、5倍以下で形成するのが好ましい。   The connecting member 20 inserted into the hollow portion 18 in the illustrated embodiment is a member having an elongated rectangular tube shape. The connecting member 20 has a width D2 that is approximately the same size as the width D1 of the hollow portion 18 of the elongated member 10. The connecting member 20 has a height H2 slightly smaller than the height H1 from the surface of the first protrusion 14a and the second protrusion 14b to the inner surface of the fourth wall 13, and the connecting member 20 is used as the elongated member 10. When inserted, a gap 17 is formed between the upper surface of the connecting member 20 and the fourth wall 13 as shown in FIG. The size (gap amount) H3 of the gap 17 is arbitrary, the height H2 of the connecting member 20 is formed to be approximately the same as the height H1 of the hollow portion 18, and the size H3 of the gap 17 is made zero. May be. The length of the connecting member 20 is arbitrary, but from the viewpoint of weight and cost, it is preferable to form the connecting member 20 with a width D2 of not less than 2 times and not more than 5 times.

図3(a)〜図3(d)に、細長部材10の別例の断面を示す。図1及び図2に示す細長部材10は筒状の部材であるが、図3(a)の示す細長部材210aのように、第4の壁213aに、軸線方向Aに沿ったスリット217aを形成してもよい。この場合、細長部材210aはU字状の断面形状を有する。また、図3(b)に示す細長部材210bのように、第1の壁211bに、軸線方向Aに沿ったスリット217bを形成してもよい。この場合、細長部材210bは、逆U字状の断面形状を有する。図3(c)に示す細長部材210cのように、第2の壁212a及び第3の壁212bのうち何れか一方に、軸線方向Aに沿ったスリット217cを形成してもよい。この場合、細長部材210cは、C字状の断面形状を有する。各面にスリットを形成することで、材料の使用量を削減し、細長部材の軽量化を図ることができ、コストを削減することができる。   FIG. 3A to FIG. 3D show cross sections of other examples of the elongated member 10. The elongated member 10 shown in FIGS. 1 and 2 is a cylindrical member, but a slit 217a along the axial direction A is formed in the fourth wall 213a like the elongated member 210a shown in FIG. May be. In this case, the elongated member 210a has a U-shaped cross-sectional shape. Moreover, you may form the slit 217b along the axial direction A in the 1st wall 211b like the elongate member 210b shown in FIG.3 (b). In this case, the elongated member 210b has an inverted U-shaped cross-sectional shape. As in the elongated member 210c shown in FIG. 3C, a slit 217c along the axial direction A may be formed on one of the second wall 212a and the third wall 212b. In this case, the elongated member 210c has a C-shaped cross-sectional shape. By forming slits on each surface, the amount of material used can be reduced, the weight of the elongated member can be reduced, and the cost can be reduced.

図1及び図2に示す細長部材10は、細長部材10が受ける負荷重に抗するよう、第1の壁11に一対の突部(第1の突部14a、第2の突部14b)を備えていたが、正荷重にも抗することができるよう、図3(d)に示すように、第4の壁213dと、第2の壁212a及び第3の壁212bとの接続部に、さらに、連結部材220と接触する一対の突部(第3の突部214c、第4の突部214d)を備えてもよい。   The elongated member 10 shown in FIGS. 1 and 2 is provided with a pair of protrusions (a first protrusion 14a and a second protrusion 14b) on the first wall 11 so as to resist the load weight that the elongated member 10 receives. As shown in FIG. 3 (d), the connection portion between the fourth wall 213d and the second wall 212a and the third wall 212b can be used to withstand positive loads. Furthermore, a pair of protrusions (third protrusion 214c and fourth protrusion 214d) that contact the connecting member 220 may be provided.

連結部材20の別例を図4(a)〜図4(g)に示す。連結部材20は、第1の突部14aの面15aに接触する第1の接触部21aと、第2の突部14bの面15aと接触する第2の接触部21bとを備えていればよく、図4(a)に示す連結部材120aのように、U字形状の断面形状を有してもよい。図4(b)に示す連結部材120bのように、C字形の断面形状を有してもよい。図4(c)に示す連結部材120cのように、L字状の断面形状を有してもよい。図4(d)に示す連結部材120dのように、一部にスリットが形成されていてもよい。図4(e)に示す連結部材120eのように、逆T字形の断面形状を有してもよい。図4(f)に示す連結部材120fのように、断面が三角筒であってもよい。図4(g)に示す連結部材120gのように、H字形の断面形状を有してもよい。   Another example of the connecting member 20 is shown in FIGS. 4 (a) to 4 (g). The connecting member 20 only needs to include a first contact portion 21a that contacts the surface 15a of the first protrusion 14a and a second contact portion 21b that contacts the surface 15a of the second protrusion 14b. As shown in FIG. 4A, the connecting member 120a may have a U-shaped cross-sectional shape. Like the connection member 120b shown in FIG.4 (b), you may have a C-shaped cross-sectional shape. Like the connection member 120c shown in FIG.4 (c), you may have an L-shaped cross-sectional shape. A slit may be formed in part, as in the connecting member 120d shown in FIG. Like the connection member 120e shown in FIG.4 (e), you may have an inverted T-shaped cross-sectional shape. A triangular tube may be sufficient as a cross section like the connection member 120f shown in FIG.4 (f). Like the connection member 120g shown in FIG.4 (g), you may have an H-shaped cross-sectional shape.

図5に細長部材の他の実施例を示す。図に示す細長部材310は、太陽電池モジュールを屋根の設置面に固定する固定装置に用いられる桟材である。図1及び2に示す細長部材10と同様に、連結部材320を挿入可能な中空部318を有し、連結部材320を中空部318に挿入して取付けることで、複数本、各々の軸線方向に互いに連結できるよう構成される。また、細長部材310は上端部に、互いに隣接する太陽電池モジュールの端部(図示しない)を保持する、保持部361、362を備える。細長部材310には、風により太陽電池モジュールが持ち上がり図中上方向(矢印G方向)の負荷重がかかる可能性がある。   FIG. 5 shows another embodiment of the elongated member. The elongated member 310 shown in the figure is a crosspiece used for a fixing device that fixes the solar cell module to the installation surface of the roof. Similar to the elongated member 10 shown in FIGS. 1 and 2, it has a hollow portion 318 into which the connecting member 320 can be inserted, and a plurality of connecting members 320 are inserted into the hollow portion 318 and attached to each other in the axial direction. Configured to be connected to each other. In addition, the elongated member 310 includes holding portions 361 and 362 that hold end portions (not shown) of solar cell modules adjacent to each other at the upper end portion. The elongate member 310 may be lifted by the wind due to the wind and may be loaded in the upward direction (arrow G direction) in the figure.

細長部材310は、その軸線方向に沿って延びる第1の壁311と、第1の壁311の両側部から垂直方向に延びる第2の壁312a及び第3の壁312bとを備える。第1の壁311は、一対の突部(第1の突部314a、第2の突部314b)を有し、一対の突部の間には溝316が形成される。また、細長部材310は、中空部318を介して第1の壁311の反対側に第4の壁313を備える。第1の突部314aは、第2の壁312aと一体化されていて、第2の突部314bは第3の壁312bと一体化されている。そして、第2の壁312aの内面と隣接する第1の突部314aの面315aと、第3の壁312bの内面と隣接する第2の突部314bの面315bと、第2の壁312aの内面とにより、連結部材320を支持する。   The elongated member 310 includes a first wall 311 extending along the axial direction thereof, and a second wall 312a and a third wall 312b extending in the vertical direction from both side portions of the first wall 311. The first wall 311 has a pair of protrusions (a first protrusion 314a and a second protrusion 314b), and a groove 316 is formed between the pair of protrusions. Further, the elongated member 310 includes a fourth wall 313 on the opposite side of the first wall 311 through the hollow portion 318. The first protrusion 314a is integrated with the second wall 312a, and the second protrusion 314b is integrated with the third wall 312b. The surface 315a of the first protrusion 314a adjacent to the inner surface of the second wall 312a, the surface 315b of the second protrusion 314b adjacent to the inner surface of the third wall 312b, and the second wall 312a The connecting member 320 is supported by the inner surface.

細長部材310は、構造物の設置面や別の桟材に固定できるよう、第1の壁311と第2の壁312aの接合部から外方に延びるフランジ部364a及び、第1の壁311と第3の壁312bの接合部から外方に延びるフランジ部364bを備える。フランジ部364a、364bにボルトを通すか金具を引っ掛けることにより、細長部材310を設置面や別の桟材(図示しない)に固定する。   The elongated member 310 has a flange portion 364a extending outward from a joint portion between the first wall 311 and the second wall 312a, and the first wall 311 so that the elongated member 310 can be fixed to the installation surface of the structure or another crosspiece. A flange portion 364b extending outward from the joint portion of the third wall 312b is provided. The elongated member 310 is fixed to the installation surface or another crosspiece (not shown) by passing a bolt through the flange portions 364a and 364b or hooking a metal fitting.

図示実施形態の細長部材310は、連結部材320により、隣接する細長部材に連結される。連結部材320は、図5及び図6(b)に示すように、断面がC字形状を有し、細長部材310の第1の突部314aと第2の突部314bとに接触する底面部321と、細長部材310の第4の壁313と接触する上面部322と、底面部321の一方の側部から略垂直方向に延びて上面部322と連結する側壁部323とを備える。側壁部323には、2つのボルト穴324a、324bが形成される。図5に示すように、連結部材320を細長部材310に挿入した場合、細長部材310の第2の壁312aに形成されたボルト穴319と、ボルト穴324aとを位置合わせし、ボルト360を用いて連結部材320を細長部材310に固定する。連結部材320のボルト穴324bは、細長部材310に連結した細長部材と連結部材320とを固定するのに用いられる。   The elongated member 310 of the illustrated embodiment is connected to the adjacent elongated member by the connecting member 320. As shown in FIGS. 5 and 6B, the connecting member 320 has a C-shaped cross section, and is a bottom surface portion that contacts the first protrusion 314a and the second protrusion 314b of the elongated member 310. 321, an upper surface portion 322 that contacts the fourth wall 313 of the elongated member 310, and a side wall portion 323 that extends from one side of the bottom surface portion 321 in a substantially vertical direction and is connected to the upper surface portion 322. Two bolt holes 324 a and 324 b are formed in the side wall portion 323. As shown in FIG. 5, when the connecting member 320 is inserted into the elongated member 310, the bolt hole 319 formed in the second wall 312 a of the elongated member 310 and the bolt hole 324 a are aligned, and the bolt 360 is used. Thus, the connecting member 320 is fixed to the elongated member 310. The bolt hole 324 b of the connecting member 320 is used to fix the elongated member connected to the elongated member 310 and the connecting member 320.

以上、本実施形態による細長部材について、図を参照することにより説明した。本発明による細長部材は、第1の面に、一方が第2の壁と一体化し他方が第3の壁と一体化した一対の突部を有し、第2の壁と第3の壁との少なくとも一方の内面と、第2の壁と第3の壁との内面に隣接する各突部の面とにより、連結部分を支持する。一対の突部が形成された第1の壁は、突部の厚さが増加し、さらに突部は第2の壁と第3の壁と一体化されているので、連結部材から受ける荷重に対して強度が高くなり、荷重に抗することができる。また一対の突部の間には溝が形成されるので、第1の壁の全体の厚さを増加させた場合と比較して、材料の使用量を抑え軽量化を図ることができ、コストを下げることができる。   The elongated member according to the present embodiment has been described above with reference to the drawings. The elongated member according to the present invention has a pair of protrusions, one of which is integrated with the second wall and the other of which is integrated with the third wall, on the first surface, and the second wall and the third wall. The connecting portion is supported by at least one of the inner surfaces and the surfaces of the protrusions adjacent to the inner surfaces of the second wall and the third wall. The first wall formed with the pair of protrusions has an increased thickness, and the protrusions are integrated with the second wall and the third wall. On the other hand, the strength is increased and the load can be resisted. In addition, since a groove is formed between the pair of protrusions, the amount of material used can be reduced and the weight can be reduced as compared with the case where the overall thickness of the first wall is increased. Can be lowered.

10、210a〜210d、310 細長部材
11、311 第1の壁
12a、312a 第2の壁
12b、312b 第3の壁
13、313 第4の壁
14a、314a 第1の突部
14b、314b 第2の突部
16、316 溝
18、318 中空部
20、320 連結部材
10, 210a to 210d, 310 Elongated member 11, 311 First wall 12a, 312a Second wall 12b, 312b Third wall 13, 313 Fourth wall 14a, 314a First protrusion 14b, 314b Second Protrusion part 16, 316 Groove 18, 318 Hollow part 20, 320 Connecting member

Claims (4)

連結部材と、
前記連結部材挿入される細長部材であって、前記細長部材の軸線方向に前記連結部材を介して別の細長部材を連結可能な細長部材と、
を有し、
前記細長部材は、
前記軸線方向に沿って延びる第1の壁と、
前記第1の壁の両側部から前記第1の壁に対して垂直方向に延びる第2の壁及び第3の壁と、を備え、
前記第1の壁は、両者間に連続する溝を形成する一対の突部を有し、前記一対の突部の一方は前記第2の壁に一体化され、他方は前記第3の壁に一体化されていて、
前記連結部材が前記細長部材に挿入されたとき、前記連結部材は前記第2の壁と前記第3の壁との少なくとも一方の内面と、前記第2の壁と前記第3の壁との内面に隣接する各突部の面とで支され、前記溝内に位置せず、前記第1の壁に支持されない連結構造
A connecting member;
A elongate member to which the connecting member is inserted, and an elongated member capable of connecting another elongated member through said connecting member in the axial direction of the elongate member,
Have
The elongated member is
A first wall extending along the axial direction;
A second wall and a third wall extending from both sides of the first wall in a direction perpendicular to the first wall;
The first wall has a pair of protrusions forming a continuous groove between the two, one of the pair of protrusions is integrated with the second wall, and the other is formed with the third wall. Integrated,
When the connecting member is inserted into the elongated member, the connecting member includes at least one inner surface of the second wall and the third wall, and an inner surface of the second wall and the third wall. is supported lifting in the surface of the projections adjacent to, not located in the groove, not supported by the first wall, connecting structure.
1の壁の反対側に前記第2の壁及び前記第3の壁と連結する第4の壁を有し、
前記第2の壁、前記第3の壁、前記第4の壁及び前記一対の突部とで前記連結部材が挿入される中空部が形成されている、請求項1に記載の連結構造
The fourth wall connected to the second wall and the third wall is perforated opposite the first wall,
The connection structure according to claim 1 , wherein a hollow portion into which the connection member is inserted is formed by the second wall, the third wall, the fourth wall, and the pair of protrusions .
前記第1の壁、前記第2の壁及び前記3の壁のうちの何れか1つに、前記細長部材の軸線方向に沿ったスリットが形成されている、請求項1又は2に記載の連結構造Said first wall, into any one of said second wall and said third wall, said Ru elongated are slits formed in the axial direction of the member Tei, according to claim 1 or 2 Connected structure . 前記第4の壁に、前記細長部材の軸線方向に沿ったスリットが形成されている、請求項2に記載の連結構造Wherein the fourth wall, Ru said is slit in the axial direction of the elongated member is formed Tei connection structure according to claim 2.
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