JP2000303720A - Foldable temporary structure - Google Patents

Foldable temporary structure

Info

Publication number
JP2000303720A
JP2000303720A JP11112733A JP11273399A JP2000303720A JP 2000303720 A JP2000303720 A JP 2000303720A JP 11112733 A JP11112733 A JP 11112733A JP 11273399 A JP11273399 A JP 11273399A JP 2000303720 A JP2000303720 A JP 2000303720A
Authority
JP
Japan
Prior art keywords
roof
frames
frame
temporary structure
hinge
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.)
Granted
Application number
JP11112733A
Other languages
Japanese (ja)
Other versions
JP3572991B2 (en
Inventor
Fumihiro Inoue
文宏 井上
Kohei Kurita
康平 栗田
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP11273399A priority Critical patent/JP3572991B2/en
Publication of JP2000303720A publication Critical patent/JP2000303720A/en
Application granted granted Critical
Publication of JP3572991B2 publication Critical patent/JP3572991B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Tents Or Canopies (AREA)

Abstract

PROBLEM TO BE SOLVED: To make a solid structure by work only to contract each of side frames from a flat developed shape on a ground surface part and to develop it on the ground surface part by extending each of the side frames in the opposite way. SOLUTION: Each of beam frames 10 to constitute a roof bottom surface to be an (n) angular shape (n>=3) is constituted free to extend and contract, it is constituted of a plural number of roof frames 14 both sides of which are hinged at an intersection point position of each of the beam frames 10 and intermediate parts of which are free to fold through a hinge, the respectively hinged roof frames 14 constitute a truss in a state of contracting each of the beam frames 10, they are concentrated at one point with an intermediate hinge 16 as its ridge part top point, and the roof frames 14 are devised to be developed on a flat surface along the beam frames 10 in a state of extending each of the beam frames 10.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、仮設屋根などに用
いられる折畳み式仮設構造物に関する。
The present invention relates to a foldable temporary structure used for a temporary roof or the like.

【0002】[0002]

【従来の技術】催物などで屋外に仮設会場を作る場合に
は、一般に大型の仮設テント構造物が採用されている。
この仮設テント構造物は、その骨組となるパイプ構造物
を組立て、その周囲にシートを張る構造としたものが一
般的である。
2. Description of the Related Art When a temporary venue is to be created outdoors for an event or the like, a large temporary tent structure is generally employed.
The temporary tent structure generally has a structure in which a pipe structure serving as a skeleton is assembled and a sheet is stretched around the pipe structure.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
仮設テント構造物では、特に大型のものにあっては高所
作業を伴うこともあって、フレームの組立、解体作業、
及びシートの展張や、取外し格納作業に多くの人手や時
間を要するという課題があった。
However, in the conventional temporary tent structure, especially in the case of a large-sized temporary tent structure, the work of assembling the frame, disassembling work,
In addition, there is a problem that a lot of manpower and time are required for the work of expanding and removing and storing the sheet.

【0004】本発明は、以上の課題を解決するものであ
り、その目的は、地表部での平面展開形状から各辺フレ
ームを縮小するだけの作業により、立体構造物となり、
その逆に各辺フレームを伸張することで、地表面に展開
できるようにした折畳み式仮設構造物を提供するもので
ある。
The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide a three-dimensional structure by simply reducing each side frame from a planar development shape on the ground surface.
Conversely, the present invention provides a folding temporary structure that can be deployed on the ground surface by extending each side frame.

【0005】[0005]

【課題を解決するための手段】以上の目的を達成するた
め、本発明は、n角形(n≧3)となる屋根底面を構成
する伸縮可能な複数の梁フレームと、各梁フレームの交
点位置に両端ヒンジされ、かつ中間部をヒンジを介して
折曲げ可能な複数の屋根フレームとからなることを特徴
とする。従って、本発明では、各梁フレームを縮小した
状態で、それぞれにヒンジされた屋根フレームがトラス
を構成するとともに、中間ヒンジを棟部頂点として一カ
所に集中し、各梁フレームを伸張した状態で、屋根フレ
ームが梁フレームに沿って平面に展開されるといった、
梁フレームの伸縮作用のみにより、各部材を平面展開形
状からトラス立体形状に可逆的に形態を変化できるた
め、短時間で作業を完了できる。
In order to achieve the above object, the present invention provides a plurality of telescopic beam frames constituting an n-sided (n ≧ 3) roof bottom, and an intersection position of each beam frame. And a plurality of roof frames that are hinged at both ends and that can be bent at the intermediate portion via the hinge. Therefore, in the present invention, in a state where each beam frame is reduced, the roof frame hinged to each truss constitutes a truss, and the intermediate hinge is concentrated at one location as a ridge top, and each beam frame is extended. , The roof frame unfolds flat along the beam frame,
Each member can be reversibly changed from a planar development shape to a three-dimensional truss shape only by the expansion and contraction of the beam frame, so that the work can be completed in a short time.

【0006】また、本発明では、前記屋根部を支持する
梁フレームと、これと同様に各辺が伸縮可能な床フレー
ムとを備え、床フレームの各交点と、梁フレームの各交
点間をヒンジを介して長さ一定の複数の柱により連結し
た構造とすることで、構造物の立体形状を保持したま
ま、屋根部のみ開閉可能である。
Further, according to the present invention, there is provided a beam frame for supporting the roof portion, and a floor frame in which each side can be expanded and contracted similarly, and each intersection of the floor frame and each intersection of the beam frame are hinged. With the structure connected by a plurality of pillars having a fixed length through the structure, only the roof can be opened and closed while maintaining the three-dimensional shape of the structure.

【0007】さらに、前記各梁フレームは、最縮小時の
底面の各辺長さを規制する固定パイプと、固定パイプの
左右に出没可能に挿通され、各交点位置に一端固定され
た伸縮ロッドとを備え、各固定パイプ上に屋根シートの
巻取り機構を設け、屋根面に沿ってトラス状に形成され
た屋根シートの底辺を前記巻取り機構に連結するととも
に、頂点を屋根フレームの中間ヒンジに連結したことに
より、フレームの組立解体と同時にシートの張設及び巻
取り格納作業も同時におこなうことが出来、さらに作業
効率が向上する。
Further, each of the beam frames has a fixed pipe for regulating the length of each side of the bottom surface at the time of the minimum contraction, and a telescopic rod which is inserted into the left and right sides of the fixed pipe so as to be able to protrude and retract and is fixed at each intersection point. A roof sheet take-up mechanism is provided on each fixed pipe, and the bottom side of the roof sheet formed in a truss shape along the roof surface is connected to the take-up mechanism, and a vertex is provided at an intermediate hinge of the roof frame. By the connection, the work of stretching and winding and storing the sheet can be performed simultaneously with the disassembly and disassembly of the frame, and the working efficiency is further improved.

【0008】[0008]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。図1は
本発明の原理構成による基本的な実施形態を示すもので
あり、図中(a)は立体組立形状を、(f)は展開形状
を(b)〜(e)はその途中経過を示している。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. 1A and 1B show a basic embodiment according to the principle configuration of the present invention, in which FIG. 1A shows a three-dimensional assembled shape, FIG. 1F shows a developed shape, and FIGS. Is shown.

【0009】図1(a)において、三角形状をなして連
結された軸AB,BC,CAは床フレームを構成し、図
の斜線で示すように、敷地面に設置されている。これと
同じく三角形状をなして連結された軸DE,EF,FD
は梁フレームを構成し、いずれの軸も伸縮可能な水平軸
である。
In FIG. 1A, axes AB, BC, and CA connected in a triangular shape constitute a floor frame, and are installed on the site as shown by hatching in the figure. Axis DE, EF, FD connected in the same triangular shape
Constitutes a beam frame, and both axes are extendable horizontal axes.

【0010】床フレームと梁フレームを構成する各軸の
交点間には一定寸法の柱を構成する軸AE,AF,B
F,BD,CD,CEによって両端がヒンジ結合され、
それぞれの軸によって囲われる面をトラス状の壁面とし
ている。なお、図中×印は伸縮可能軸を示し、丸印はヒ
ンジ位置を示している。
Axes AE, AF, B constituting columns having a certain dimension are provided between intersections of axes constituting the floor frame and the beam frame.
Both ends are hinged by F, BD, CD, CE,
The surface surrounded by each axis is a truss-like wall. In the drawings, the crosses indicate extendable shafts, and the circles indicate hinge positions.

【0011】さらに、梁フレームを構成する各軸の交点
位置にはその中間部の交点Gで折曲げ可能にヒンジされ
た屋根部を構成する軸EGF,FGD,DGFが配置さ
れ、同図に示す立体組立形状においては、交点Gを棟部
中心として一定の屋根勾配となるトラス状の屋根部を三
面に形成している。
Further, axes EGF, FGD, and DGF constituting a roof hinged so as to be bent at an intersection G at an intermediate portion thereof are arranged at intersections of the respective axes constituting the beam frame, as shown in FIG. In the three-dimensional assembled shape, a truss-like roof portion having a constant roof slope with the intersection G as the center of the ridge portion is formed on three sides.

【0012】この屋根勾配は、梁フレームを構成する各
軸の伸縮量に応じて計算でき、伸縮量が大きい場合は大
きな傾斜勾配となり、また伸縮量が小さい場合には、傾
斜勾配が小さいものとなる。いずれにおいても、完全に
各軸が縮小した状態でその交点Gが一カ所に集合できる
ようになっている。
The roof slope can be calculated according to the amount of expansion and contraction of each axis constituting the beam frame. When the amount of expansion and contraction is large, the slope becomes large, and when the amount of expansion and contraction is small, the slope is small. Become. In any case, the intersection points G can be gathered in one place with each axis completely reduced.

【0013】また、各軸EGF,FGD,DGFの両端
ヒンジ点の自由度は1であり、屋根勾配を一定に保持す
べく、傾斜状態に両端がヒンジされており、この結果、
図示のごとく屋根部の組立状態から後述のごとく開放す
るまでの間、各軸は一定の傾斜角度で自立状態を保持し
ながらその高さを低くする。
Further, the degrees of freedom of the hinge points at both ends of each axis EGF, FGD, DGF are 1, and both ends are hinged in an inclined state in order to keep the roof slope constant.
As shown, from the assembled state of the roof to the opening as described later, each shaft is lowered while maintaining its self-standing state at a fixed inclination angle.

【0014】従って、組立状態から、屋根部を開けるに
は、軸DE,EF,FDを伸張させることにより、
(b),(c)に示すように、屋根部は集合状態からそ
れぞれ軸EG”F,FGD,DG’Fの三つに分れ、そ
れぞれの中心G,G’,G”をヒンジ点として徐々に離
れつつ屋根勾配を一定に保ちながらそれぞれのトラス形
状を平坦化させる。
Therefore, in order to open the roof from the assembled state, the axes DE, EF and FD are extended,
As shown in (b) and (c), the roof part is divided into three axes EG "F, FGD, and DG'F from the assembled state, and each center G, G ', G" is set as a hinge point. Flatten each truss shape while keeping the roof slope constant while gradually leaving.

【0015】そして、(d)に示すように、軸DE,E
F,FDが伸びきった状態では軸EG”F,FGD,D
G’Fもほぼ伸び切り、屋根部が全開状態となる。な
お、この状態では柱を構成する軸AE,AF,BF,B
D,CD,CEは床フレームに対する梁フレームの伸張
差によりねじれ状態に傾斜し、またこれによって構造物
高さが低下するが、構造物壁面は保持された状態であ
る。
Then, as shown in (d), the axes DE, E
In the state where F and FD are fully extended, the axes EG "F, FGD, D
G'F is almost fully extended, and the roof is fully opened. Note that in this state, the axes AE, AF, BF, B
D, CD, and CE are inclined in a twisted state due to the difference in extension of the beam frame with respect to the floor frame, and the height of the structure is reduced, but the wall surface of the structure is held.

【0016】次に、解体時には床フレームを構成する軸
AB,BC,CAを伸張すると、(e)に示すように、
構造物全体が広がる一方で、柱を構成する軸AE,A
F,BF,BD,CD,CEの傾斜度合が高まり、高さ
が低くなる。
Next, at the time of disassembly, when the axes AB, BC and CA constituting the floor frame are extended, as shown in FIG.
Axes AE, A that make up the pillar while the whole structure spreads
The degree of inclination of F, BF, BD, CD, CE increases, and the height decreases.

【0017】次いで、最終的には、(f)に示すよう
に、軸AB,BC,CAが伸び切ると各部材は完全に敷
地面に平面形となって接地する。従って、以後の作業
は、各部材をヒンジ点などから切り離せば、個々のフレ
ームに解体され、撤収作業も容易となる。
Then, finally, as shown in (f), when the axes AB, BC, and CA are completely extended, each member is completely flat on the site surface and grounded. Therefore, in the subsequent work, if each member is separated from the hinge point or the like, it is disassembled into individual frames, and the withdrawal work becomes easy.

【0018】また、組立時には、敷地上に(f)に示す
ように展開状態に組立て、次いで各フレームを前記とは
逆の手順により順次縮小させることで、(a)に示すよ
うな立体形状に組み上げることができる。
At the time of assembling, the frames are assembled on the site in an unfolded state as shown in (f), and then the respective frames are sequentially reduced in the reverse order to the above, so that a three-dimensional shape as shown in (a) is obtained. Can be assembled.

【0019】次に、図2は前記折畳式仮設み構造物にお
ける屋根部の開放形態を示すものである。まず(a)は
前記と同様、屋根部全閉時の形態を示している。この状
態から軸FDのみを伸張することによって(b)に示す
ように、屋根面三面のうち、一面の屋根部を構成する軸
FGDが平坦化し、その面が開く。
Next, FIG. 2 shows an open form of a roof portion in the foldable temporary structure. First, (a) shows the form when the roof is fully closed, as described above. By extending only the shaft FD from this state, as shown in FIG. 3B, the shaft FGD constituting one roof portion of the three roof surfaces is flattened and the surface is opened.

【0020】次いで、軸DEを伸張することにより、
(c)に示すように、もう一面の屋根面を構成する軸D
GEが平坦化し、二面が開く。さらに軸EFを伸張する
ことにより、(d)に示すように最後の屋根面を構成す
る軸EGFが平坦化し、全開状態となる。
Next, by extending the axis DE,
As shown in (c), the axis D constituting the other roof surface
GE is flattened and two sides open. By further extending the shaft EF, the shaft EGF constituting the last roof surface is flattened as shown in FIG.

【0021】以上のように、梁フレームを構成する各辺
の軸の伸張により所望の位置の屋根面を単独で開閉する
ことが出来るため、例えば、日照、風向きなどに応じて
自然調光や換気などの空調に利用できる。
As described above, since the roof surface at a desired position can be independently opened and closed by extending the axis of each side constituting the beam frame, natural light control and ventilation can be performed according to, for example, sunshine, wind direction, and the like. It can be used for air conditioning.

【0022】さらに、各柱及び梁、床の軸組によって形
成される壁面は、伸張する辺に応じたよじれ状態となる
ため、大型の仮設構造物では、この壁面の内側に観客席
などをしつらえることによって、観客席の方向や傾きを
変更でき、その目的に応じて各屋根部の開閉を行うこと
も出来る。
Furthermore, the wall formed by the frame of the columns, beams, and floor is twisted according to the extending side, so that in a large temporary structure, an audience seat or the like is provided inside the wall. Thus, the direction and inclination of the audience seats can be changed, and each roof can be opened and closed according to the purpose.

【0023】なお、以上の実施形態では、屋根部の傾斜
角度を一定としており、この結果、一辺の長さ変化によ
り、他辺に配置されている屋根部間が離れてしまうこと
になるが、屋根勾配をその変化に応じて可変とし、一面
のみ開いても他面は閉じているようにすることも可能で
あり、傾斜角度と伸張量を同期させることで達成でき
る。
In the above embodiment, the inclination angle of the roof is fixed, and as a result, the length of one side changes, so that the roofs arranged on the other side are separated. It is also possible to make the roof slope variable according to the change, so that only one side is open and the other side is closed, and this can be achieved by synchronizing the inclination angle and the extension amount.

【0024】また、伸縮のための駆動装置としては、大
型仮設構造物の場合には、モータ、油圧シリンダなどの
駆動機構を各伸縮位置に配置し、これらの機構を制御装
置などに接続して制御することで、地表部での組立作業
後は、自動的に組立て展開作業を行うことが出来る。
In the case of a large-scale temporary structure, a drive mechanism such as a motor and a hydraulic cylinder is disposed at each of the expansion and contraction positions, and these mechanisms are connected to a control device or the like. By performing the control, after the assembling work on the ground surface portion, the assembling and deploying work can be automatically performed.

【0025】さらに、以上の実施形態では、基本構造と
して床面を三角形状としたが、四角形以上の多角形に拡
張することができることは勿論である。
Further, in the above-described embodiment, the floor has a triangular floor as a basic structure. However, it is needless to say that the floor can be expanded to a quadrangle or more.

【0026】次に図3〜図5は、前記基本的実施形態の
具体的構造例を示すものであり、図3は組立状態を、図
4は展開途中経過を、図5は展開状態をそれぞれ示して
いる。同図において、符号10は連結部12を介して正
三角形状に水平枠組みされた前述の軸DE,EF,FD
に相当する梁フレーム、14は各梁フレーム10の交点
位置にヒンジ16を介して傾斜状態に両端ヒンジされ、
かつ中央部を中間ヒンジ18を介して折曲げ可能に連結
した前述の軸EGF,FGD,DGFに相当する屋根フ
レームである。
FIGS. 3 to 5 show specific structural examples of the basic embodiment. FIG. 3 shows the assembled state, FIG. 4 shows the progress of the development, and FIG. Is shown. In the figure, reference numeral 10 denotes the axes DE, EF, FD, which are horizontally framed in a regular triangular shape via a connecting portion 12.
, The both ends of the beam frame 14 are hinged at the intersection of the respective beam frames 10 via hinges 16 in an inclined state,
And a roof frame corresponding to the shafts EGF, FGD, and DGF, the central portions of which are foldably connected via an intermediate hinge 18.

【0027】各梁フレーム10は、組立時における各辺
長さを規制する固定パイプ20と、固定パイプ20の両
端に出没可能に挿通され、他端を各連結部12に固定さ
れた伸縮ロッド22(図4,5参照)、及びこの伸縮ロ
ッド22をスライドさせるための図示しない駆動機構を
備えている。
Each beam frame 10 has a fixed pipe 20 for regulating the length of each side at the time of assembly, and a telescopic rod 22 which is inserted through both ends of the fixed pipe 20 so as to be able to protrude and retract and has the other end fixed to each connecting portion 12. (See FIGS. 4 and 5), and a drive mechanism (not shown) for sliding the telescopic rod 22 is provided.

【0028】各固定パイプ20上には屋根膜を構成する
防水シート24の巻取り、繰出し用のリトラクタ26が
そのほぼ全長に沿って配置されている。リトラクタ26
は、バネ圧などによりその回転軸を常時シート24の巻
取り側に付勢しているか、あるいは梁フレーム10の伸
縮に同期して回転させるための動力機構などを備えてい
る。
On each fixed pipe 20, a retractor 26 for winding and unwinding the waterproof sheet 24 constituting the roof membrane is arranged along substantially the entire length thereof. Retractor 26
Includes a power mechanism that constantly urges the rotation axis thereof toward the winding side of the sheet 24 by a spring pressure or the like, or rotates the rotation axis in synchronization with the expansion and contraction of the beam frame 10.

【0029】シート24は、組立時における屋根フレー
ム14の形状に沿った三角形状にトリムされたもので、
底辺をリトラクタ26に連結され、頂点を屋根フレーム
14の中間ヒンジ18に連結固定されている。従って、
構造物が組立てられた状態では、図3に示すように、シ
ート24は各屋根フレーム14の内側に沿って張設さ
れ、それぞれに屋根面を構成する。
The seat 24 is trimmed in a triangular shape along the shape of the roof frame 14 at the time of assembly.
The base is connected to the retractor 26 and the vertex is connected and fixed to the intermediate hinge 18 of the roof frame 14. Therefore,
In a state where the structure is assembled, as shown in FIG. 3, the seat 24 is stretched along the inside of each roof frame 14 to constitute a roof surface.

【0030】以上の組立状態から各梁フレーム10が伸
張すると、図4に示すように、順次各屋根フレーム14
は平坦化し、同時にシート24はリトラクタ26に巻取
られる。
When each beam frame 10 is extended from the above assembled state, as shown in FIG.
Is flattened, and at the same time, the sheet 24 is wound around the retractor 26.

【0031】以上により、本実施形態では、屋根部を構
成するフレームの立上げと同時に、シートも展張され、
フレームの展開と同時にシートが巻取り格納されること
になり、さらに作業を迅速に行なうことが出来る。
As described above, in the present embodiment, the seat is extended at the same time when the frame constituting the roof is started up.
The sheet is wound up and stored at the same time as the frame is unfolded, so that the work can be performed more quickly.

【0032】なお、本実施形態では、柱及び床フレーム
を省略して説明したが、前記基本的実施形態と同様に壁
面付きの構造とすることが出来る。
In the present embodiment, the column and the floor frame have been described as being omitted. However, a structure having a wall surface can be adopted similarly to the basic embodiment.

【0033】[0033]

【発明の効果】以上のように、本発明による折畳み式仮
設構造物によれば、地表部での平面展開形状から各辺フ
レームを縮小するだけの作業により、立体構造物とな
り、その逆に各辺フレームを伸張することで、地表面に
展開でき、仮設構造物の組立撤去作業時間を大幅に短縮
できる。
As described above, according to the foldable temporary structure according to the present invention, a three-dimensional structure can be obtained by simply reducing each side frame from the planar development shape at the ground surface. By extending the side frame, it can be deployed on the ground surface, and the time for assembling and removing the temporary structure can be greatly reduced.

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

【図1】(a)〜(f)は本発明の基本的実施形態にお
ける組立状態から展開状態までの原理説明図である。
1 (a) to 1 (f) are explanatory views of the principle from an assembled state to a deployed state in a basic embodiment of the present invention.

【図2】(a)〜(d)は、同実施形態における屋根部
の解放形態を示す原理説明図である。
FIGS. 2 (a) to 2 (d) are principle explanatory diagrams showing a release mode of a roof portion in the embodiment.

【図3】実施形態における具体的構成例による、組立状
態を示す斜視図である。
FIG. 3 is a perspective view showing an assembled state according to a specific configuration example in the embodiment.

【図4】同展開途中経過を示す斜視図である。FIG. 4 is a perspective view showing the progress of the deployment.

【図5】同展開状態を示す斜視図である。FIG. 5 is a perspective view showing the developed state.

【符号の説明】[Explanation of symbols]

10(軸DE,EF,FD) 梁フレーム 14 (軸EGF,FGD,DGF)屋根フレーム 16 ヒンジ 18 中間ヒンジ 20 固定パイプ 22 伸縮ロッド 24 防水シート 26 リトラクタ(巻取り機構) AB,BC,CA 床フレーム(軸) AE,AF,BF,BD,CD,CE 柱(軸) 10 (axis DE, EF, FD) Beam frame 14 (axis EGF, FGD, DGF) Roof frame 16 Hinge 18 Intermediate hinge 20 Fixed pipe 22 Telescopic rod 24 Waterproof sheet 26 Retractor (winding mechanism) AB, BC, CA Floor frame (Axis) AE, AF, BF, BD, CD, CE pillar (axis)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 n角形(n≧3)となる屋根底面を構成
する伸縮可能な複数の梁フレームと、各梁フレームの交
点位置に両端ヒンジされ、かつ中間部をヒンジを介して
折曲げ可能な複数の屋根フレームとからなることを特徴
とする折畳み式仮設構造物。
1. A plurality of expandable and contractible beam frames constituting an n-sided (n ≧ 3) roof bottom surface, both ends are hinged at intersections of the beam frames, and an intermediate portion can be bent through the hinges. A foldable temporary structure comprising a plurality of roof frames.
【請求項2】 前記屋根部を支持する梁フレームと、こ
れと同様に各辺が伸縮可能な床フレームとを備え、床フ
レームの各交点と、梁フレームの各交点間をヒンジを介
して長さ一定の複数の柱により連結したことを特徴とす
る請求項1に記載の折畳み式仮設構造物。
2. A beam frame for supporting the roof portion, and a floor frame each of which can expand and contract similarly, and each intersection of the floor frame and each intersection of the beam frame are extended via a hinge via a hinge. The foldable temporary structure according to claim 1, wherein the temporary structure is connected by a plurality of fixed columns.
【請求項3】 前記各梁フレームは、最縮小時の底面の
各辺長さを規制する固定パイプと、固定パイプの左右に
出没可能に挿通され、各交点位置に一端固定された伸縮
ロッドとを備え、各固定パイプ上に屋根シートの巻取り
機構を設け、屋根面に沿ってトラス状に形成された屋根
シートの底辺を前記巻取り機構に連結するとともに、頂
点を屋根フレームの中間ヒンジに連結したことを特徴と
する請求項1または2に記載の折畳み式仮設構造物。
3. Each of the beam frames includes a fixed pipe that regulates the length of each side of the bottom surface at the time of the minimum contraction, and a telescopic rod that is inserted into the left and right sides of the fixed pipe so as to be able to protrude and retract, and is fixed at each intersection point. A roof sheet take-up mechanism is provided on each fixed pipe, and the bottom side of the roof sheet formed in a truss shape along the roof surface is connected to the take-up mechanism, and a vertex is provided at an intermediate hinge of the roof frame. The foldable temporary structure according to claim 1, wherein the foldable temporary structure is connected.
JP11273399A 1999-04-20 1999-04-20 Folding temporary structure Expired - Fee Related JP3572991B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11273399A JP3572991B2 (en) 1999-04-20 1999-04-20 Folding temporary structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11273399A JP3572991B2 (en) 1999-04-20 1999-04-20 Folding temporary structure

Publications (2)

Publication Number Publication Date
JP2000303720A true JP2000303720A (en) 2000-10-31
JP3572991B2 JP3572991B2 (en) 2004-10-06

Family

ID=14594194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11273399A Expired - Fee Related JP3572991B2 (en) 1999-04-20 1999-04-20 Folding temporary structure

Country Status (1)

Country Link
JP (1) JP3572991B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2452089A (en) * 2007-08-24 2009-02-25 Cambridge Entpr Ltd Reversibly deformable structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111779353A (en) * 2020-08-05 2020-10-16 泗县航宇休闲用品有限公司 Waterproof and breathable outdoor tent and production process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2452089A (en) * 2007-08-24 2009-02-25 Cambridge Entpr Ltd Reversibly deformable structure

Also Published As

Publication number Publication date
JP3572991B2 (en) 2004-10-06

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