JP2020125645A - Framework structure - Google Patents

Framework structure Download PDF

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JP2020125645A
JP2020125645A JP2019019253A JP2019019253A JP2020125645A JP 2020125645 A JP2020125645 A JP 2020125645A JP 2019019253 A JP2019019253 A JP 2019019253A JP 2019019253 A JP2019019253 A JP 2019019253A JP 2020125645 A JP2020125645 A JP 2020125645A
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beam member
tent
variable
frame structure
connecting plate
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JP7033319B2 (en
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剛史 篠田
Takashi Shinoda
剛史 篠田
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Hashima Sheet Inductry Co Ltd
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Hashima Sheet Inductry Co Ltd
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Abstract

To provide a framework structure that can be easily respond to changes in a frontage of a tent and that reduces the cost.SOLUTION: A framework structure 100 of a tent T comprises support members 300 that are mounted on an installation surface G installing the tent T so as to face each other, and a beam member 400 that is bridged between the support members 300 so as to constitute a gate-shape with a space between both support members 300 facing each other. The beam member 400 comprises: support side beam members 500 each detachably connected to both side support members 300; variable beam members 600 detachably connected to the support side beam members 500; and an intermediate beam member 700 detachably connecting both side variable beam members 600. The variable beam members 600 are constituted to be replaceable with other variable beam members 600' having different total length according to the dimension of a frontage of the tent T.SELECTED DRAWING: Figure 2

Description

本願発明は、テントの骨組構造体に関する。 The present invention relates to a frame structure for a tent.

従来から、屋外等においてテントを設置する際は、テントの設置場所に骨組構造体をまず設置している。この骨組構造体は様々な種類が知られているが、基本構成は同じであり、例えば特許文献1に骨組構造体は、テントを設置する設置面に載置される支柱部材と、当該支柱部材の間に、空間を有する門形状を構成するように掛け渡される梁部材とを備えている。そして、骨組構造体の外側を覆うようにテント膜が張られて、テントは使用されている。 Conventionally, when installing a tent outdoors, the frame structure is first installed at the installation location of the tent. Various types of this frame structure are known, but the basic structure is the same. For example, in Patent Document 1, the frame structure is a column member mounted on an installation surface for installing a tent, and the column member. And a beam member spanned so as to form a gate shape having a space therebetween. Then, a tent membrane is stretched so as to cover the outside of the frame structure, and the tent is used.

また、テントの大きさ、特にテントの間口の大きさに応じて、骨組構造体の形状を設計し直すことで、様々な用途や大きさのテントが製造できるようになっている。しかしながら、テントの間口が変わる度に、骨組構造体の形状を設計し直していると、それだけ時間と費用がかかるという問題があった。 Further, by redesigning the shape of the frame structure according to the size of the tent, particularly the size of the front of the tent, tents of various uses and sizes can be manufactured. However, if the shape of the frame structure is redesigned every time the frontage of the tent changes, there is a problem that it takes time and cost.

特許第6053898Patent No. 6053898

そこで、本願発明は、テントの間口が変わっても、容易に対応でき、尚且つ費用を抑えた骨組構造体を提供する。 Therefore, the present invention provides a frame structure that can easily cope with a change in the frontage of the tent and that can reduce the cost.

上記課題を解決するために、本願発明の骨組構造体は、前記テントを設置する設置面に、相対するように載置される支柱部材と、相対する両側の前記支柱部材間に空間を有する門形状を構成するように、前記支柱部材間に掛け渡される梁部材と、を備え、当該梁部材は、両側の前記支柱部材にそれぞれ取り外し可能に連結される支柱側梁部材と、当該支柱側梁部材に取り外し可能に連結される可変梁部材と、両側の前記可変梁部材を取り外し可能に連結する中間梁部材とを備え、前記可変梁部材は、前記テントの間口の大きさに応じて全長が異なる他の可変梁部材に交換可能に構成されていることを特徴とする。 In order to solve the above-mentioned problems, the frame structure of the present invention is a gate having a support member mounted so as to face the installation surface on which the tent is installed, and a space between the support members on opposite sides. A beam member hung between the pillar members so as to form a shape, the beam member being a pillar-side beam member detachably connected to the pillar members on both sides, and the pillar-side beam. A variable beam member that is detachably connected to the member, and an intermediate beam member that detachably connects the variable beam members on both sides, and the variable beam member has an overall length depending on the size of the frontage of the tent. It is characterized in that it is configured to be replaceable with another different variable beam member.

上記特徴によれば、テントの間口を変更したい場合は、可変梁部材だけを全長が異なる可変梁部材に交換することで、容易に対応することができる。さらに、可変梁部材のみを交換するだけで、可変梁部材以外の構成要素(支柱部材、支柱側梁部材、中間梁部材)は変更する必要が無く、そのまま利用できるため、コストを抑えられる。 According to the above feature, when it is desired to change the frontage of the tent, it is possible to easily cope with it by replacing only the variable beam member with a variable beam member having a different total length. Furthermore, by only exchanging the variable beam member, it is not necessary to change the components other than the variable beam member (the strut member, the strut side beam member, the intermediate beam member), and they can be used as they are, so that the cost can be suppressed.

さらに、本願発明の骨組構造体は、前記支柱側梁部材と前記中間梁部材は、前記可変梁部材を介さずに、取り外し可能に直接連結できることを特徴とする。 Further, the frame structure of the present invention is characterized in that the strut-side beam member and the intermediate beam member can be detachably directly connected without the interposition of the variable beam member.

上記特徴によれば、可変梁部材を取り外して、支柱側梁部材と中間梁部材を直接連結して固定できるので、テントの間口を更に狭く変更したい場合に容易に対応できる。 According to the above feature, since the variable beam member can be removed and the column-side beam member and the intermediate beam member can be directly connected and fixed, it is possible to easily cope with the case where the frontage of the tent is further narrowed.

さらに、本願発明の骨組構造体は、前記可変梁部材と前記中間梁部材との連結は、前記可変梁部材の端部と前記中間梁部材の端部とを付き合わせて、両方の端部を跨ぐように連結板を外側から宛がい、前記各端部と前記連結板とを固定することで成されることを特徴とする。 Further, in the frame structure of the present invention, the connection between the variable beam member and the intermediate beam member is performed by associating the end portion of the variable beam member and the end portion of the intermediate beam member with each other. It is characterized in that it is formed by arranging the connecting plate from the outside so as to straddle it and fixing the respective end portions and the connecting plate.

上記特徴によれば、可変梁部材と中間梁部材との連結が非常に容易となり、特に、両方の端部を跨ぐように連結板を外側から宛がい固定する方法なので、可変梁部材の取り外し及び取付けが容易となる。 According to the above feature, the connection between the variable beam member and the intermediate beam member becomes very easy, and in particular, because the method is to fix the connecting plate from the outside so as to straddle both ends, the removal of the variable beam member and the Easy to install.

さらに、本願発明の骨組構造体は、前記可変梁部材と前記支柱側梁部材との連結は、前記可変梁部材の端部と前記支柱側梁部材の端部とを付き合わせて、両方の端部を跨ぐように連結板を外側から宛がい、前記各端部と前記連結板とを固定することで成されることを特徴とする。 Further, in the frame structure of the present invention, the connection between the variable beam member and the strut-side beam member is such that the end portion of the variable beam member and the end portion of the strut-side beam member are brought into contact with each other. It is characterized in that it is formed by arranging the connecting plate from the outside so as to straddle the parts and fixing the respective end portions and the connecting plate.

上記特徴によれば、支柱側梁部材と可変梁部材との連結が非常に容易となり、特に、両方の端部を跨ぐように連結板を外側から宛がい固定する方法なので、可変梁部材の取り外し及び取付けが容易となる。 According to the above feature, the connection between the column-side beam member and the variable beam member becomes very easy, and in particular, the method of fixing the connecting plate from the outside so as to straddle both ends, removes the variable beam member. And the mounting becomes easy.

さらに、本願発明の骨組構造体は、前記骨組構造体の外側を覆うようにテント膜が張られた際に、前記テント膜が当接する前記支柱側梁部材の当接部の曲率と、前記テント膜が当接する前記中間梁部材の当接部の曲率とが等しいことを特徴とする。 Further, in the frame structure of the present invention, when the tent film is stretched so as to cover the outside of the frame structure, the curvature of the contact portion of the pillar-side beam member with which the tent film contacts and the tent. The curvature of the abutting portion of the intermediate beam member with which the film abuts is equal.

上記特徴によれば、骨組構造体の外側にテント膜を張った際に、各当接部に接触するテント膜の引張力が略均一になるため、テント膜全体にかかる引張力が均一に分散されて、テント膜の耐久性が上がるのである。 According to the above feature, when the tent membrane is stretched outside the frame structure, the tensile force of the tent membrane contacting each contact portion becomes substantially uniform, so that the tensile force applied to the entire tent membrane is uniformly dispersed. As a result, the durability of the tent membrane is increased.

本願発明の骨組構造体は、テントの間口が変わっても、容易に対応でき、尚且つ費用を抑えることができる。
The frame structure of the present invention can easily cope with a change in the frontage of the tent and can reduce the cost.

(a)は本願発明のテントの全体斜視図、(b)はテント内部の本願発明の骨組構造体を示す側面図である。(A) is the whole perspective view of the tent of this invention, (b) is a side view which shows the frame structure of this invention inside a tent. テント内部の本願発明の骨組構造体の正面図である。It is a front view of the frame structure of this invention in a tent. 本願発明の骨組構造体の分解正面図である。It is a disassembled front view of the frame structure of this invention. (a)は、本願発明の可変梁部材を支柱側梁部材及び中間梁部材に連結固定する様子を示した斜視図、(b)は、図2における可変梁部材周辺の拡大正面図である。(A) is a perspective view showing a state in which the variable beam member of the present invention is connected and fixed to a strut-side beam member and an intermediate beam member, and (b) is an enlarged front view around the variable beam member in FIG. 2. (a)及び(b)は、本願発明の骨組構造体の間口の長さを変えた状態の正面図である。(A) And (b) is a front view in the state where the length of the frontage of the frame structure of the present invention was changed.

100 骨組構造体
300 支柱部材
400 梁部材
500 支柱側梁部材
600 可変梁部材
600’ 可変梁部材
700 中間梁部材
G 設置面
T テント
100 frame structure 300 support member 400 beam member 500 support beam member 600 variable beam member 600' variable beam member 700 intermediate beam member G installation surface T tent

以下に、本願発明の実施形態について、図面を用いて説明する。なお、本明細書において、「上方」とは、骨組構造体を水平面上に設置した際に、鉛直方向における上方に向かう方向のことであり、「下方」とは鉛直方向における下方に向かう方向のことである。 Embodiments of the present invention will be described below with reference to the drawings. In the present specification, “upper” means a direction toward the upper side in the vertical direction when the frame structure is installed on a horizontal plane, and “lower” means a direction toward the lower side in the vertical direction. That is.

まず、図1には、本願発明の骨組構造体100を複数用いて組み立てられたテントTを示す。なお、図1(a)はテントTの全体斜視図、図1(b)はテントT内部の骨組構造体100を示す側面図、図2はテントT内部の骨組構造体100の正面図、図3は骨組構造体100の分解正面図である。なお、骨組構造体100は、2つの支柱部材300と、2つの支柱側梁部材500と、2つの可変梁部材600と、1つの中間梁部材700で構成されているが、図3では、支柱部材300と支柱側梁部材500と可変梁部材600のそれぞれを1つのみ示している。 First, FIG. 1 shows a tent T assembled by using a plurality of frame structures 100 of the present invention. 1A is an overall perspective view of the tent T, FIG. 1B is a side view showing the frame structure 100 inside the tent T, and FIG. 2 is a front view of the frame structure 100 inside the tent T. 3 is an exploded front view of the frame structure 100. The frame structure 100 is composed of two strut members 300, two strut-side beam members 500, two variable beam members 600, and one intermediate beam member 700. Only one each of the member 300, the pillar-side beam member 500, and the variable beam member 600 is shown.

図1(a)に示すように、テントTは切妻屋根を備えた態様をしており、正面側が間口Mとなっている。このテントTは、図1(b)に示すように、テントTを設置する設置面Gの上に、複数の骨組構造体100を平行に並べ、各骨組構造体100同士を互いにつなぎ部材200によって連結固定して組み立てられている。そして、組み立てられた骨組構造体100の外側を覆うようにしてテント膜Sを張ることで、図1(a)に示すテントTが完成するのである。 As shown in FIG. 1A, the tent T has a gable roof, and the front side has a frontage M. In this tent T, as shown in FIG. 1B, a plurality of frame structures 100 are arranged in parallel on an installation surface G on which the tent T is installed, and the frame structures 100 are connected to each other by a member 200. It is assembled by connecting and fixing. Then, the tent membrane S is stretched so as to cover the outer side of the assembled frame structure 100, whereby the tent T shown in FIG. 1A is completed.

また、図2に示すように、骨組構造体100は、設置面Gに載置される両側の支柱部材300と、この相対する支柱部材300に空間を有する門形状を構成するように、支柱部材300間に掛け渡される梁部材400とを備える。さらに、この梁部材400は、両側の支柱部材300にそれぞれ連結される支柱側梁部材500と、当該支柱側梁部材500に連結される可変梁部材600と、両側の可変梁部材600を互いに連結する中間梁部材700とを備える。これら支柱部材300、支柱側梁部材500、可変梁部材600、及び中間梁部材700は、図3に示すように、互いに取り外して分解することができる。 In addition, as shown in FIG. 2, the frame structure 100 has pillar members 300 on both sides to be placed on the installation surface G, and pillar members 300 having a space in the pillar members 300 facing each other. And a beam member 400 that is bridged between 300. Further, this beam member 400 connects the pillar-side beam members 500 connected to the pillar members 300 on both sides, the variable beam member 600 connected to the pillar-side beam members 500, and the variable beam members 600 on both sides to each other. The intermediate beam member 700 for The strut member 300, the strut-side beam member 500, the variable beam member 600, and the intermediate beam member 700 can be removed from each other and disassembled as shown in FIG.

具体的には、図2及び図3に示すように、支柱部材300は、金属製のパイプによるトラス構造を備えた直線状に延びる部材であり、基端310側が設置面Gの基礎部分Z上に設置され、先端320側が支柱側梁部材500の基端510側に取り外し可能に連結される。この先端320には、後述する連結板800を固定できるように、貫通孔331を備えた平坦な連結面330が設けられている。また、支柱側梁部材500は、金属製のパイプによるトラス構造を備えた部材であり、基端510側が支柱部材300の先端320側に取り外し可能に連結され、先端520側が可変梁部材600の基端610側に取り外し可能に連結される。基端510には、後述する連結板800を固定できるように、貫通孔531を備えた平坦な連結面530が設けられ、同様に、先端520には、後述する連結板800を固定できるように、貫通孔541を備えた平坦な連結面540が設けられている。また、支柱側梁部材500は、短尺部501と、当該短尺部501よりも全長が長い長尺部502とを備えた、正面視略L字形状をしている。さらに、基端510側の外側には、湾曲した形状の当接部550が設けられており、骨組構造体100の外側にテントTを張った際に、テントTが当接部550に当接するようになっている。この当接部550の曲率は、後述する中間梁部材700の当接部750の曲率と等しく、当接部550及び当接部750の曲率半径は600mm(ミリメートル)となっている。 Specifically, as shown in FIGS. 2 and 3, the column member 300 is a linearly extending member having a truss structure made of a metal pipe, and the base end 310 side is on the base portion Z of the installation surface G. And the tip 320 side is detachably connected to the base end 510 side of the strut-side beam member 500. The tip end 320 is provided with a flat connecting surface 330 having a through hole 331 so that a connecting plate 800 described later can be fixed. The column-side beam member 500 is a member having a truss structure made of a metal pipe, the base end 510 side is detachably connected to the tip 320 side of the column member 300, and the tip 520 side is the base of the variable beam member 600. It is detachably connected to the end 610 side. The base end 510 is provided with a flat connecting surface 530 having a through hole 531 so that the connecting plate 800 described later can be fixed, and similarly, the distal end 520 can fix the connecting plate 800 described later. A flat connecting surface 540 having a through hole 541 is provided. In addition, the column-side beam member 500 has a substantially L-shape when viewed from the front, which includes a short portion 501 and a long portion 502 having an overall length longer than the short portion 501. Further, a curved contact portion 550 is provided on the outer side of the base end 510 side, and when the tent T is stretched outside the frame structure 100, the tent T abuts on the contact portion 550. It is like this. The curvature of the contact portion 550 is equal to the curvature of the contact portion 750 of the intermediate beam member 700 described later, and the radius of curvature of the contact portion 550 and the contact portion 750 is 600 mm (millimeter).

また、可変梁部材600は、金属製のパイプによるトラス構造を備えた直線状に延びる部材であり、基端610側が支柱側梁部材500の先端520側に取り外し可能に連結され、先端620側が中間梁部材700の端部710側に取り外し可能に連結される。基端610には、後述する連結板800を固定できるように、貫通孔631を備えた平坦な連結面630が設けられ、同様に、先端620には、後述する連結板800を固定できるように、貫通孔641を備えた平坦な連結面640が設けられている。 Further, the variable beam member 600 is a linearly extending member having a truss structure made of a metal pipe, and the base end 610 side is detachably connected to the tip 520 side of the strut side beam member 500, and the tip 620 side is an intermediate portion. It is detachably connected to the end portion 710 side of the beam member 700. The base end 610 is provided with a flat connecting surface 630 having a through hole 631 so that the connecting plate 800 described later can be fixed, and similarly, the distal end 620 can fix the connecting plate 800 described later. A flat connection surface 640 having through holes 641 is provided.

また、図3に示すように、中間梁部材700は、金属製のパイプによるトラス構造を備えた部材であり、一方(図面上、左側)の端部710側が一方の可変梁部材600の先端620側に取り外し可能に連結され、他方(図面上、右側)の端部720側が他方の可変梁部材600の先端620側に取り外し可能に連結される。端部710には、後述する連結板800を固定できるように、貫通孔731を備えた平坦な連結面730が設けられ、同様に、端部720には、後述する連結板800を固定できるように、貫通孔741を備えた平坦な連結面740が設けられている。また、中間梁部材700は、中央の当接部750が外側に湾曲した形状をしており、骨組構造体100の外側にテントTを張った際に、テントTが当接部750に当接するようになっている。 Further, as shown in FIG. 3, the intermediate beam member 700 is a member provided with a truss structure made of a metal pipe, and one end (the left side in the drawing) of the variable beam member 600 has a tip 620 on one end 710 side. Side is detachably connected, and the other end (right side in the drawing) end 720 side is detachably connected to the tip 620 side of the other variable beam member 600. The end portion 710 is provided with a flat connecting surface 730 having a through hole 731 so that the connecting plate 800 described later can be fixed. Similarly, the end portion 720 can also connect the connecting plate 800 described later. A flat connecting surface 740 having a through hole 741 is provided therein. Further, in the intermediate beam member 700, the central contact portion 750 is curved outward, and when the tent T is stretched outside the frame structure 100, the tent T contacts the contact portion 750. It is like this.

そして、図2及び図3に示すように、支柱部材300と支柱側梁部材500は、支柱部材300の連結面330と支柱側梁部材500の連結面530とを、薄板状の金属製の連結板800によって固定することで連結されている。同様に、支柱側梁部材500と可変梁部材600は、支柱側梁部材500の連結面540と可変梁部材600の連結面630とを連結板800によって固定することで連結されている。さらに、可変梁部材600と中間梁部材700は、一方(図面上、左側)の可変梁部材600の連結面640と中間梁部材700の連結面730を連結板800によって固定し、他方(図面上、右側)の可変梁部材600の連結面640と中間梁部材700の連結面740を連結板800によって固定して連結している。このようにして、骨組構造体100は組み立てられて、正面視で門形状を構成しているのである。 Then, as shown in FIGS. 2 and 3, the support member 300 and the support-side beam member 500 connect the connection surface 330 of the support member 300 and the connection surface 530 of the support-side beam member 500 with a thin plate-like metal connection. It is connected by being fixed by the plate 800. Similarly, the support-side beam member 500 and the variable beam member 600 are connected by fixing the connection surface 540 of the support-side beam member 500 and the connection surface 630 of the variable beam member 600 by the connection plate 800. Furthermore, the variable beam member 600 and the intermediate beam member 700 fix the connection surface 640 of the variable beam member 600 on one side (the left side in the drawing) and the connection surface 730 of the intermediate beam member 700 by the connection plate 800, and the other (on the drawing side). , Right side), the connecting surface 640 of the variable beam member 600 and the connecting surface 740 of the intermediate beam member 700 are fixed and connected by the connecting plate 800. In this way, the skeleton structure 100 is assembled to form a portal shape in a front view.

なお、図1及び図2に示すように、組み立てられた複数の骨組構造体100は互いにつなぎ部材200によって連結されている。このつなぎ部材200は、テントTの強度を確保するために設けるもので、所定間隔(約1650mm)で設けている。具体的には、図2に示すように、支柱部材300では所定間隔をあけて二箇所につなぎ部材200が設けられ、支柱側梁部材500では所定間隔をあけて三箇所につなぎ部材200が設けられ、可変梁部材600には一箇所につなぎ部材200が設けられている。そして、互いのつなぎ部材200同士を所定間隔で配置することで、テントT全体の強度を確保しているのである。また、梁部材400の強度向上や、梁部材400の内側に各種備品等を取り付けるために、梁部材400の内側には間柱410が組まれている。 As shown in FIGS. 1 and 2, the assembled plurality of frame structures 100 are connected to each other by a connecting member 200. The connecting members 200 are provided to secure the strength of the tent T, and are provided at a predetermined interval (about 1650 mm). Specifically, as shown in FIG. 2, the supporting member 300 is provided with the connecting members 200 at two positions with a predetermined spacing, and the supporting beam member 500 is provided with the connecting members 200 at three positions with a predetermined spacing. The variable beam member 600 is provided with the connecting member 200 at one place. The strength of the entire tent T is secured by arranging the connecting members 200 with each other at a predetermined interval. Further, a stud 410 is assembled inside the beam member 400 in order to improve the strength of the beam member 400 and to attach various equipment and the like to the inside of the beam member 400.

ここで、連結板800による連結固定について、図4を参照してより具体的に説明する。なお、図4(a)は、可変梁部材600を支柱側梁部材500及び中間梁部材700に連結固定する様子を示した斜視図、図4(b)は、図2における可変梁部材600付近の拡大正面図である。 Here, the connection fixing by the connection plate 800 will be described more specifically with reference to FIG. 4A is a perspective view showing how the variable beam member 600 is connected and fixed to the strut-side beam member 500 and the intermediate beam member 700, and FIG. 4B is the vicinity of the variable beam member 600 in FIG. FIG.

図4(a)に示すように、可変梁部材600と中間梁部材700を水平面に寝かした状態で置き、可変梁部材600の先端620の端部と中間梁部材700の端部710とを付き合わせる。すると、中間梁部材700の連結面730と可変梁部材600の連結面640が連続した平坦面となる。そして、この連続した連結面640と連結面730の表面と裏面のそれぞれに、連結板800を外側から宛がう。連結板800には複数の貫通孔801が設けられており、各貫通孔801は連結面640の各貫通孔641と連結面730の各貫通孔731と重なるようになっている。そして、一方(図面上、上側)の連結板800の貫通孔801と貫通孔641と、他方(図面上、下側)の連結板800の貫通孔801を挿通するようにボルト802を取付け、ボルト802の先端をナット803で固定する。同様に、一方(図面上、上側)の連結板800の貫通孔801と貫通孔731と、他方(図面上、下側)の連結板800の貫通孔801を挿通するようにボルト802を取付け、ボルト802の先端をナット803で固定する。すると、可変梁部材600の先端620の端部と中間梁部材700の端部710を跨ぐように宛がわれた連結板800は、各端部に固定され、その結果、可変梁部材600と中間梁部材700は連結板800によって互いに強固に連結固定されることになる。 As shown in FIG. 4A, the variable beam member 600 and the intermediate beam member 700 are laid on a horizontal plane, and the end portion 620 of the variable beam member 600 and the end portion 710 of the intermediate beam member 700 are attached. match. Then, the connecting surface 730 of the intermediate beam member 700 and the connecting surface 640 of the variable beam member 600 become a continuous flat surface. Then, the connecting plate 800 is applied from the outside to the front surface and the back surface of the continuous connecting surface 640 and the connecting surface 730, respectively. The connecting plate 800 is provided with a plurality of through holes 801, and each through hole 801 overlaps each through hole 641 of the connecting surface 640 and each through hole 731 of the connecting surface 730. Then, the bolt 802 is attached so that the through hole 801 and the through hole 641 of the connecting plate 800 on one side (the upper side in the drawing) and the through hole 801 of the connecting plate 800 on the other side (the lower side in the drawing) are inserted. The tip of 802 is fixed with a nut 803. Similarly, a bolt 802 is attached so that the through hole 801 and the through hole 731 of the connecting plate 800 on one side (in the drawing, the upper side) and the through hole 801 of the connecting plate 800 on the other side (the lower side in the drawing) are inserted, The tip of the bolt 802 is fixed with a nut 803. Then, the connecting plate 800, which is addressed so as to straddle the end portion of the tip 620 of the variable beam member 600 and the end portion 710 of the intermediate beam member 700, is fixed to each end portion, and as a result, the variable beam member 600 and the intermediate portion. The beam members 700 are firmly connected and fixed to each other by the connecting plate 800.

同様に、図4(a)に示すように、可変梁部材600と支柱側梁部材500を水平面に寝かした状態で置き、可変梁部材600の基端610の端部と支柱側梁部材500の先端520の端部とを付き合わせる。すると、支柱側梁部材500の連結面540と可変梁部材600の連結面630が連続した平坦面となる。そして、この連続した連結面630と連結面540の表面と裏面のそれぞれに、連結板800を外側から宛がう。連結板800には複数の貫通孔801が設けられており、各貫通孔801は連結面630の各貫通孔631と連結面540の各貫通孔541と重なるようになっている。そして、一方の連結板800の貫通孔801と貫通孔631と他方の連結板800の貫通孔801を挿通するようにボルト802を取付け、ボルト802の先端をナット803で固定する。同様に、一方の連結板800の貫通孔801と貫通孔541と他方の連結板800の貫通孔801を挿通するようにボルト802を取付け、ボルト802の先端をナット803で固定する。すると、可変梁部材600の基端610の端部と支柱側梁部材500の先端520の端部を跨ぐように宛がわれた連結板800は、各端部に固定され、その結果、可変梁部材600と支柱側梁部材500は連結板800によって互いに強固に連結固定されることになる。 Similarly, as shown in FIG. 4A, the variable beam member 600 and the strut-side beam member 500 are placed in a state of lying on a horizontal plane, and the end portion of the base end 610 of the variable beam member 600 and the strut-side beam member 500 are placed. Butt with the end of the tip 520. Then, the connecting surface 540 of the strut-side beam member 500 and the connecting surface 630 of the variable beam member 600 become a continuous flat surface. Then, the connecting plate 800 is applied from the outside to the front surface and the back surface of the continuous connecting surface 630 and the connecting surface 540, respectively. The connecting plate 800 is provided with a plurality of through holes 801, and each through hole 801 overlaps each through hole 631 of the connecting surface 630 and each through hole 541 of the connecting surface 540. Then, a bolt 802 is attached so that the through hole 801 and the through hole 631 of the one connecting plate 800 and the through hole 801 of the other connecting plate 800 are inserted, and the tip of the bolt 802 is fixed with a nut 803. Similarly, a bolt 802 is attached so that the through hole 801 and the through hole 541 of the one connecting plate 800 and the through hole 801 of the other connecting plate 800 are inserted, and the tip of the bolt 802 is fixed with a nut 803. Then, the connecting plate 800 which is addressed so as to straddle the end of the base end 610 of the variable beam member 600 and the end of the tip 520 of the strut-side beam member 500 is fixed to each end, and as a result, the variable beam The member 600 and the pillar-side beam member 500 are firmly connected and fixed to each other by the connecting plate 800.

以上より、図4(b)に示すように、可変梁部材600は、支柱側梁部材500と中間梁部材700の間に、連結板800によって連結固定されるのである。なお、中間梁部材700の連結面740と支柱側梁部材500の先端520との間の連結固定も、図4(a)で説明した方法と同じ方法によって行われる。 As described above, as shown in FIG. 4B, the variable beam member 600 is connected and fixed between the support beam member 500 and the intermediate beam member 700 by the connecting plate 800. The connecting and fixing between the connecting surface 740 of the intermediate beam member 700 and the tip 520 of the column-side beam member 500 is also performed by the same method as described in FIG. 4A.

また、支柱部材300の先端320と支柱側梁部材500の基端510との間の連結固定も、図4(a)で説明した方法と同じ方法によって行われる。不図示であるが、具体的には、支柱部材300の先端320の端部と支柱側梁部材500の基端510の端部とを付き合わせ、連続した連結面330と連結面530の表面と裏面のそれぞれに、連結板800を外側から宛がい、ボルト802とナット803によって連結板800を各端部に固定する。すると、支柱部材300と支柱側梁部材500は連結板800によって互いに強固に連結固定されることになる。そして、支柱部材300、支柱側梁部材500、可変梁部材600、及び中間梁部材700のそれぞれを、連結板800によって互いに連結固定することで、図2に示す門形状の骨組構造体100が組み立てられるのである。なお、テントTが不要になった際は、ボルト802とナット803を外して連結板800による連結を解除し、支柱部材300、支柱側梁部材500、可変梁部材600、及び中間梁部材700を分解して、保管しておく。また、支柱部材300、支柱側梁部材500、可変梁部材600、及び中間梁部材700のそれぞれの全長は5m(メートル)以内とすることで、トラック等に容易に積み重ねて運搬することができる。また、支柱部材300、支柱側梁部材500、可変梁部材600、及び中間梁部材700のそれぞれは、図1(b)や図4(b)に示すように、厚さが薄く平坦状に形成されているので、保管時に段積みがし易い。 Further, the connection and fixation between the tip end 320 of the strut member 300 and the base end 510 of the strut-side beam member 500 is also performed by the same method as described in FIG. 4A. Although not shown, specifically, the end of the tip 320 of the strut member 300 and the end of the base end 510 of the strut-side beam member 500 are brought into contact with each other to form a continuous connecting surface 330 and a surface of the connecting surface 530. The connecting plate 800 is applied from the outside to each of the back surfaces, and the connecting plate 800 is fixed to each end by bolts 802 and nuts 803. Then, the pillar member 300 and the pillar-side beam member 500 are firmly connected and fixed to each other by the connecting plate 800. Then, the pillar member 300, the pillar-side beam member 500, the variable beam member 600, and the intermediate beam member 700 are connected and fixed to each other by the connecting plate 800, whereby the portal-shaped frame structure 100 shown in FIG. 2 is assembled. Be done. When the tent T is no longer needed, the bolt 802 and the nut 803 are removed and the connection by the connecting plate 800 is released to remove the support member 300, the support-side beam member 500, the variable beam member 600, and the intermediate beam member 700. Disassemble and store. Further, by setting the total length of each of the column member 300, the column-side beam member 500, the variable beam member 600, and the intermediate beam member 700 to be within 5 m (meter), they can be easily stacked and transported on a truck or the like. Further, each of the column member 300, the column-side beam member 500, the variable beam member 600, and the intermediate beam member 700 is formed to have a thin thickness and a flat shape, as shown in FIG. 1B and FIG. 4B. Therefore, it is easy to stack when storing.

なお、連結板800、ボルト802及びナット803を用いて各部材を連結しているが、これに限定されず、各部材が取り外し可能に連結できるのであれば、その他の連結固定の方法を採用してもよい。ただ、図2に示すように、骨組構造体100の間口を正面視した際に、連結板800が正面側に平行に面するように、各部材の前後面に連結板800を取り付けると、連結固定した各部分は更に補強される。具体的には、図1(b)に示すように、テントTが奥行き方向(前後方向)に延びるように、複数の骨組構造体100は互いに連結されているので、骨組構造体100の各部材の連結箇所には、テントTの張力や外力等によって奥行き方向への負荷がかかる。そのため、各部材の前後面に、間口の正面側に平行に面するように連結板800を取り付けると、連結固定した各部分は更に補強されるのである。 Although each member is connected using the connecting plate 800, the bolt 802, and the nut 803, the present invention is not limited to this, and other connecting and fixing methods may be used as long as each member can be detachably connected. May be. However, as shown in FIG. 2, when the connecting plate 800 is attached to the front and rear surfaces of each member so that the connecting plate 800 faces parallel to the front side when the frontage of the front side of the frame structure 100 is viewed, Each fixed part is further reinforced. Specifically, as shown in FIG. 1B, since the plurality of frame structures 100 are connected to each other so that the tent T extends in the depth direction (front-back direction), each member of the frame structure 100. A load in the depth direction is applied to the connecting portion of the tent T due to the tension of the tent T, an external force, or the like. Therefore, when the connecting plates 800 are attached to the front and rear surfaces of each member so as to face the front side of the frontage in parallel, the respective connected and fixed portions are further reinforced.

ここで、図2に示す骨組構造体100は、間口L1が12.5m(メートル)となるように構成されている。ただし、仕様や顧客の要望により間口を狭くしたい場合がある。その場合は、図5(a)に示すように、可変梁部材600を取り外して、中間梁部材700と支柱側梁部材500とを直接連結することで、間口を狭くすることが出来るのである。これにより、図5(a)に示す骨組構造体100は、間口L2が10m(メートル)となっている。なお、図5(a)及び(b)は、本願発明の骨組構造体100の間口の長さを変えた状態の正面図である。 Here, the frame structure 100 shown in FIG. 2 is configured such that the frontage L1 is 12.5 m (meter). However, there are cases where it is desired to narrow the frontage depending on the specifications and customer demand. In that case, as shown in FIG. 5A, by removing the variable beam member 600 and directly connecting the intermediate beam member 700 and the strut-side beam member 500, the frontage can be narrowed. As a result, in the frame structure 100 shown in FIG. 5A, the frontage L2 is 10 m (meter). 5(a) and 5(b) are front views in a state in which the length of the frontage of the frame structure 100 of the present invention is changed.

なお、図4を参照して上述したように、可変梁部材600と支柱側梁部材500との連結固定と、可変梁部材600と中間梁部材700との連結固定は、共通する部品の連結板800によって行うことができるように構成されている。そのため、図5(a)に示すように、可変梁部材600を取り外して、中間梁部材700と支柱側梁部材500とを直接連結する際にも、連結板800をそのまま利用することができる。具体的には、可変梁部材600を取り外し、支柱側梁部材500の先端520の端部と中間梁部材700の端部710とを付き合わせる。すると、中間梁部材700の連結面730と支柱側梁部材500の連結面540が連続した平坦面となる。そして、この連続した連結面540と連結面730の表面と裏面のそれぞれに、連結板800を外側から宛がう。次に、支柱側梁部材500の先端520の端部と中間梁部材700の端部710を跨ぐように宛がわれた連結板800を、各端部にボルト802とナット803とで固定すれば、支柱側梁部材500と中間梁部材700は連結板800によって互いに強固に連結固定されることになる。 As described above with reference to FIG. 4, the connecting and fixing of the variable beam member 600 and the strut-side beam member 500 and the connecting and fixing of the variable beam member 600 and the intermediate beam member 700 are common connecting plates. 800 is configured to be performed. Therefore, as shown in FIG. 5A, when the variable beam member 600 is removed and the intermediate beam member 700 and the strut-side beam member 500 are directly connected, the connecting plate 800 can be used as it is. Specifically, the variable beam member 600 is removed, and the end portion 520 of the column-side beam member 500 and the end portion 710 of the intermediate beam member 700 are attached to each other. Then, the connecting surface 730 of the intermediate beam member 700 and the connecting surface 540 of the strut-side beam member 500 become a continuous flat surface. Then, the connecting plate 800 is applied from the outside to the front surface and the back surface of the continuous connecting surface 540 and the connecting surface 730, respectively. Next, the connecting plate 800, which is arranged so as to straddle the end of the tip 520 of the strut-side beam member 500 and the end 710 of the intermediate beam member 700, is fixed to each end with bolts 802 and nuts 803. The column-side beam member 500 and the intermediate beam member 700 are firmly connected and fixed to each other by the connecting plate 800.

さらに、仕様や顧客の要望により間口を広くしたい場合がある。その場合は、図5(b)に示すように、全長が長い可変梁部材600’に取り替えることで、間口L3を広くすることが出来るのである。図5(b)に示す骨組構造体100は、間口L3が15m(メートル)となっている。この可変梁部材600’は、全長L4が可変梁部材600の全長L5より長い点で異なるだけで、その他の構成は、可変梁部材600と同じである。そのため、可変梁部材600の代わりに可変梁部材600’を、支柱側梁部材500と中間梁部材700の間に連結固定する際は、図4(a)で説明した、連結板800を用いて可変梁部材600を支柱側梁部材500と中間梁部材700の間に連結固定する方法と同じ方法を用いることができる。 Furthermore, there are cases where it is desired to widen the frontage depending on the specifications and the demands of customers. In that case, as shown in FIG. 5B, the frontage L3 can be widened by replacing the variable beam member 600' with a long total length. In the frame structure 100 shown in FIG. 5B, the frontage L3 is 15 m (meter). The variable beam member 600 ′ is the same as the variable beam member 600 in other respects except that the total length L 4 is longer than the total length L 5 of the variable beam member 600. Therefore, when connecting the variable beam member 600 ′ between the support beam member 500 and the intermediate beam member 700 instead of the variable beam member 600, the connecting plate 800 described in FIG. 4A is used. The same method as the method of connecting and fixing the variable beam member 600 between the strut-side beam member 500 and the intermediate beam member 700 can be used.

具体的には、不図示であるが、中間梁部材700の端部710と端部720のそれぞれに、可変梁部材600’の先端の端部を付き合わせ、そして、各端部を跨ぐように連結板800を外側から宛がい、ボルト802とナット803によって連結板800を各端部に固定する。すると、可変梁部材600’と中間梁部材700は連結板800によって互いに強固に連結固定されることになる。このようにして、可変梁部材600を、全長が異なる可変梁部材600’に容易に交換することができる。また、可変梁部材600以外の構成要素(すなわち、支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は変更する必要がなく、間口を変更してもそのまま利用できる。なお、可変梁部材600’は、可変梁部材600よりも全長が長いが、これに限定されず、可変梁部材600よりも全長が短くてもよく、可変梁部材600’の全長は任意の長さにしてもよい。また、可変梁部材600’の全長は、数mm単位で自由に設定してもよい。 Specifically, although not shown, the end portions 710 and 720 of the intermediate beam member 700 are respectively associated with the end portions of the tip ends of the variable beam members 600′, and the end portions are straddled. The connecting plate 800 is applied from the outside, and the connecting plate 800 is fixed to each end by bolts 802 and nuts 803. Then, the variable beam member 600' and the intermediate beam member 700 are firmly connected and fixed to each other by the connecting plate 800. In this way, the variable beam member 600 can be easily replaced with a variable beam member 600' having a different total length. Further, the components other than the variable beam member 600 (that is, the column member 300, the column beam member 500, the intermediate beam member 700, and the connecting plate 800) do not need to be changed, and can be used as they are even if the frontage is changed. The variable beam member 600 ′ has a longer overall length than the variable beam member 600, but is not limited to this. The variable beam member 600 ′ may have a shorter overall length than the variable beam member 600, and the variable beam member 600 ′ has an arbitrary length. You may say so. The total length of the variable beam member 600' may be freely set in units of several mm.

このように、本願発明の骨組構造体100によれば、図5(b)に示すように、テントTの間口を変更したい場合は、可変梁部材600だけを全長が異なる可変梁部材600’に交換することで、容易に対応することができるのである。さらに、可変梁部材600のみを交換するだけで、可変梁部材600以外の構成要素(支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は変更する必要が無く、そのまま利用できる。つまり、間口が異なる数種類のテントTにおいて、可変梁部材600以外の構成要素(支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は規格化された共通部品であるから、間口の大きさが変更されても、骨組構造体100の製造コストを抑えることができるのである。 Thus, according to the frame structure 100 of the present invention, as shown in FIG. 5B, when it is desired to change the frontage of the tent T, only the variable beam member 600 is changed to a variable beam member 600′ having a different total length. By exchanging them, it is possible to deal with them easily. Further, only the variable beam member 600 is replaced, and the components other than the variable beam member 600 (the strut member 300, the strut side beam member 500, the intermediate beam member 700, the connecting plate 800) do not need to be changed and can be used as they are. it can. That is, in several types of tents T having different frontages, the constituent elements (the strut member 300, the strut side beam member 500, the intermediate beam member 700, the connecting plate 800) other than the variable beam member 600 are standardized common parts, Even if the size of the frontage is changed, the manufacturing cost of the frame structure 100 can be suppressed.

また、各構成要素(支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は規格化された共通部品なので、構成要素の一部に劣化や損傷が生じても、当該構成要素のみを交換すればよく、メンテナンス性が良好で、コストも抑えることが出来る。また、複数の顧客の要望に応じて間口を変更する際は、可変梁部材600を変更するだけで対応することができると共に、各構成要素を繰り返し利用できるので、例えば、短期間のレンタル用やリース契約用で本願発明の骨組構造体100を貸し出す際には、コストを抑えることができる。 In addition, since each component (support member 300, support-side beam member 500, intermediate beam member 700, connecting plate 800) is a standardized common part, even if some of the components are deteriorated or damaged, the configuration is concerned. Only the elements need to be replaced, maintainability is good, and costs can be reduced. Further, when the frontage is changed according to the demands of a plurality of customers, it is possible to deal with it only by changing the variable beam member 600, and since each component can be repeatedly used, for example, for short-term rental or When renting the frame structure 100 of the present invention for a lease contract, the cost can be suppressed.

なお、本願発明の骨組構造体100では、骨組構造体100の設計の最適化の観点から、可変梁部材600のみを全長が異なる可変梁部材600’に交換可能に構成し、可変梁部材600以外の構成要素(支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は規格化された共通部品としている。具体的には、テントTの間口を変更する場合は、支柱側梁部材500の全長を変更したり、中間梁部材700の全長を変更して対応することもできる。ただ、支柱側梁部材500は、梁部材400の重量を支えるために高い強度を備える部分であり、多くのつなぎ部材200が設置される部分でもある。また、支柱部材300と連結固定するために、略L字形状の複雑な形状をしている。そのため、支柱側梁部材500の全長を変更する場合は、支柱側梁部材500が複雑な形状をしている上に、支柱側梁部材500の強度確保やつなぎ部材200の設置位置の変更等の様々な要素を考慮しなければならず、再設計が非常に面倒でコストも嵩んでしまう。一方、中間梁部材700は、テントTの頂部を構成する部分であると共に、両側の可変梁部材600又は支柱側梁部材500を接続する部分なので負荷が掛かりやすく、更に、略くの字状の複雑な形状をしている。そのため、中間梁部材700の全長を変更する場合は、中間梁部材700が複雑な形状をしている上に、中間梁部材700の強度確保等の様々な要素を考慮しなければならず、再設計が非常に面倒でコストも嵩んでしまう。そこで、本願発明の骨組構造体100では、支柱側梁部材500と中間梁部材700の間の可変梁部材600のみを設計変更して、支柱側梁部材500と中間梁部材700は規格化して共通部品としたのである。可変梁部材600は、支柱側梁部材500と中間梁部材700を繋ぐ部品であり、支柱側梁部材500と中間梁部材700に比べれば、設計変更も容易である。さらに、可変梁部材600は直線状に延びる単純な形状をした部材なので、全長を変更しても、複雑な強度計算等を回避でき再設計するのも容易である。 In the frame structure 100 of the present invention, from the viewpoint of optimizing the design of the frame structure 100, only the variable beam member 600 is replaceable with a variable beam member 600 ′ having a different total length. (Strut members 300, pillar-side beam members 500, intermediate beam members 700, connecting plates 800) are standardized common parts. Specifically, when the frontage of the tent T is changed, it is possible to change the total length of the column-side beam member 500 or the intermediate beam member 700. However, the strut-side beam member 500 is a part having high strength to support the weight of the beam member 400, and is also a part where many connecting members 200 are installed. In addition, in order to connect and fix the support member 300, the support member 300 has a substantially L-shaped complex shape. Therefore, when changing the entire length of the strut-side beam member 500, the strut-side beam member 500 has a complicated shape, the strength of the strut-side beam member 500 is secured, and the installation position of the connecting member 200 is changed. Various factors have to be taken into consideration, and redesign is very troublesome and costly. On the other hand, the intermediate beam member 700 is a portion that forms the top of the tent T and is a portion that connects the variable beam members 600 or the strut-side beam members 500 on both sides, so that a load is easily applied, and the intermediate beam member 700 has a substantially V shape. It has a complicated shape. Therefore, when changing the total length of the intermediate beam member 700, in addition to the intermediate beam member 700 having a complicated shape, various factors such as ensuring the strength of the intermediate beam member 700 must be taken into consideration. The design is very troublesome and costly. Therefore, in the frame structure 100 of the present invention, only the variable beam member 600 between the strut-side beam member 500 and the intermediate beam member 700 is changed in design, and the strut-side beam member 500 and the intermediate beam member 700 are standardized and common. It was a part. The variable beam member 600 is a component that connects the strut-side beam member 500 and the intermediate beam member 700, and the design change is easier than the strut-side beam member 500 and the intermediate beam member 700. Further, since the variable beam member 600 is a member having a simple shape that extends linearly, even if the total length is changed, complicated strength calculation and the like can be avoided and redesigning is easy.

さらに、本願発明の骨組構造体100によれば、図5(a)に示すように、テントTの間口を更に狭く変更したい場合に対応するため、可変梁部材600を取り外して、支柱側梁部材500と中間梁部材700を直接連結して固定できるように構成している。そのため、可変梁部材600を取り外すだけで、間口を狭く変更したテントTを容易に組み立てることができると共に、可変梁部材600以外の構成要素(支柱部材300、支柱側梁部材500、中間梁部材700、連結板800)は変更する必要が無く、そのまま利用できるので、骨組構造体100の製造コストを抑えることができる。 Further, according to the frame structure 100 of the present invention, as shown in FIG. 5A, the variable beam member 600 is removed to support the case in which the frontage of the tent T is desired to be changed to be narrower. The intermediate beam member 500 and 500 are directly connected and fixed. Therefore, it is possible to easily assemble the tent T having a narrowed frontage by simply removing the variable beam member 600, and at the same time, constituting elements other than the variable beam member 600 (the strut member 300, the strut side beam member 500, the intermediate beam member 700). Since the connecting plate 800) does not need to be changed and can be used as it is, the manufacturing cost of the frame structure 100 can be suppressed.

さらに、本願発明の骨組構造体100によれば、支柱側梁部材500と可変梁部材600との連結は、支柱側梁部材500の端部と可変梁部材600の端部とを付き合わせて、両方の端部を跨ぐように連結板800を外側から宛がい、各端部と連結板800とを固定することでなされるため、支柱側梁部材500と可変梁部材600との連結が非常に容易である。特に、両方の端部を跨ぐように連結板800を外側から宛がい固定する方法なので、可変梁部材600の取り外し及び取付けが容易となる。 Further, according to the frame structure 100 of the present invention, the connection between the strut-side beam member 500 and the variable beam member 600 is performed by associating the end portion of the strut-side beam member 500 with the end portion of the variable beam member 600. Since the connecting plate 800 is applied from the outside so as to straddle both ends, and each end is fixed to the connecting plate 800, the connection between the strut-side beam member 500 and the variable beam member 600 is very easy. It's easy. In particular, since the connecting plate 800 is fixed from the outside by straddling both ends, the variable beam member 600 can be easily removed and attached.

さらに、本願発明の骨組構造体100によれば、可変梁部材600と中間梁部材700との連結は、可変梁部材600の端部と中間梁部材700の端部とを付き合わせて、両方の端部を跨ぐように連結板800を外側から宛がい、各端部と連結板800とを固定することでなされるため、可変梁部材600と中間梁部材700との連結が非常に容易である。特に、両方の端部を跨ぐように連結板800を外側から宛がい固定する方法なので、可変梁部材600の取り外し及び取付けが容易となる。 Further, according to the frame structure 100 of the present invention, the connection between the variable beam member 600 and the intermediate beam member 700 is performed by connecting the end portion of the variable beam member 600 and the end portion of the intermediate beam member 700 to each other. This is done by arranging the connecting plate 800 from the outside so as to straddle the ends and fixing each end and the connecting plate 800, so that the variable beam member 600 and the intermediate beam member 700 can be connected very easily. .. In particular, since the connecting plate 800 is fixed from the outside by straddling both ends, the variable beam member 600 can be easily removed and attached.

さらに、本願発明の骨組構造体100によれば、支柱側梁部材500の当接部550の曲率と、中間梁部材700の当接部750の曲率が等しくなっているので、骨組構造体100の外側にテント膜Sを張った際に、当接部550に接触するテント膜Sの引張力と、当接部750に接触するテント膜Sの引張力とが略均一になり、その結果、テント膜S全体にかかる引張力が均一に分散されて、テント膜Sの耐久性が上がるのである。 Further, according to the frame structure 100 of the present invention, since the curvature of the contact portion 550 of the strut-side beam member 500 and the curvature of the contact portion 750 of the intermediate beam member 700 are equal, the frame structure 100 When the tent film S is stretched outside, the tensile force of the tent film S contacting the contact portion 550 and the tensile force of the tent film S contacting the contact portion 750 become substantially uniform, and as a result, the tent. The tensile force applied to the entire film S is uniformly dispersed, and the durability of the tent film S is improved.

なお、本願発明の骨組構造体は、上記の実施例に限定されず、特許請求の範囲に記載された範囲、実施形態の範囲で、種々の変形例、組み合わせが可能であり、これらの変形例、組み合わせもその権利範囲に含むものである。 The frame structure of the invention of the present application is not limited to the above-mentioned examples, and various modifications and combinations are possible within the scope of the claims and the scope of the embodiments. , The combination is included in the scope of the right.

Claims (5)

テントの骨組構造体であって、
前記テントを設置する設置面に、相対するように載置される支柱部材と、
相対する両側の前記支柱部材間に空間を有する門形状を構成するように、前記支柱部材間に掛け渡される梁部材と、を備え、
当該梁部材は、両側の前記支柱部材にそれぞれ取り外し可能に連結される支柱側梁部材と、当該支柱側梁部材に取り外し可能に連結される可変梁部材と、両側の前記可変梁部材を取り外し可能に連結する中間梁部材とを備え、
前記可変梁部材は、前記テントの間口の大きさに応じて全長が異なる他の可変梁部材に交換可能に構成されていることを特徴とする骨組構造体。
A skeleton structure of a tent,
On the installation surface on which the tent is installed, a supporting member mounted so as to face each other,
In order to form a gate shape having a space between the strut members on opposite sides, a beam member spanned between the strut members,
The beam member is a support-side beam member that is detachably connected to the support members on both sides, a variable beam member that is detachably connected to the support-side beam member, and the variable beam members on both sides are removable. An intermediate beam member connected to
The variable beam member is configured to be replaceable with another variable beam member having a different total length depending on the size of the frontage of the tent.
前記支柱側梁部材と前記中間梁部材は、前記可変梁部材を介さずに、取り外し可能に直接連結できることを特徴とする請求項1に記載の骨組構造体。 The frame structure according to claim 1, wherein the column-side beam member and the intermediate beam member can be detachably directly connected without the variable beam member. 前記可変梁部材と前記中間梁部材との連結は、前記可変梁部材の端部と前記中間梁部材の端部とを付き合わせて、両方の端部を跨ぐように連結板を外側から宛がい、前記各端部と前記連結板とを固定することで成されることを特徴とする請求項1又は2に記載の骨組構造体。 The connection between the variable beam member and the intermediate beam member is performed by bringing the end portion of the variable beam member and the end portion of the intermediate beam member into contact with each other, and connecting the connecting plate from the outside so as to straddle both end portions. The frame structure according to claim 1, wherein the frame structure is formed by fixing the respective end portions and the connecting plate. 前記可変梁部材と前記支柱側梁部材との連結は、前記可変梁部材の端部と前記支柱側梁部材の端部とを付き合わせて、両方の端部を跨ぐように連結板を外側から宛がい、前記各端部と前記連結板とを固定することで成されることを特徴とする請求項1から3のいずれかに記載の骨組構造体。 The connection between the variable beam member and the strut-side beam member is performed by bringing the end portion of the variable beam member and the end portion of the strut-side beam member into contact with each other and connecting the connecting plate from the outside so as to straddle both end portions. The frame structure according to any one of claims 1 to 3, wherein the frame structure is formed by fixing each end and the connecting plate. 前記骨組構造体の外側を覆うようにテント膜が張られた際に、前記テント膜が当接する前記支柱側梁部材の当接部の曲率と、前記テント膜が当接する前記中間梁部材の当接部の曲率とが等しいことを特徴とする請求項1から4のいずれかに記載の骨組構造体。 When the tent membrane is stretched so as to cover the outside of the frame structure, the curvature of the abutment portion of the strut-side beam member with which the tent membrane abuts and the contact of the intermediate beam member with which the tent membrane abuts. The frame structure according to any one of claims 1 to 4, wherein the curvatures of the contact portions are equal.
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KR102374195B1 (en) * 2021-07-06 2022-03-15 류석현 Large spatial structure with truss support
WO2022099841A1 (en) * 2020-11-11 2022-05-19 无棣雷威户外用品有限公司 Easy-to-carry outdoor tent

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US20120180838A1 (en) * 2011-01-13 2012-07-19 Robert Stafford Method of erecting portable structure and related apparatus
JP2015178708A (en) * 2014-03-19 2015-10-08 大和ハウス工業株式会社 Joining structure of split type buckling restraining brace
JP2018035648A (en) * 2016-09-02 2018-03-08 東芝三菱電機産業システム株式会社 Tent for work

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JP2000179188A (en) * 1998-12-15 2000-06-27 Takashima & Co Ltd Framed membrane structure capable of widening and shrinking frontage thereof
US20120180838A1 (en) * 2011-01-13 2012-07-19 Robert Stafford Method of erecting portable structure and related apparatus
JP2015178708A (en) * 2014-03-19 2015-10-08 大和ハウス工業株式会社 Joining structure of split type buckling restraining brace
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WO2022099841A1 (en) * 2020-11-11 2022-05-19 无棣雷威户外用品有限公司 Easy-to-carry outdoor tent
KR102374195B1 (en) * 2021-07-06 2022-03-15 류석현 Large spatial structure with truss support

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