WO2002086250A1 - Procede de construction d'un dome, et gabarit et dispositif d'attache utilises pour construire le dome - Google Patents

Procede de construction d'un dome, et gabarit et dispositif d'attache utilises pour construire le dome Download PDF

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Publication number
WO2002086250A1
WO2002086250A1 PCT/JP2001/003284 JP0103284W WO02086250A1 WO 2002086250 A1 WO2002086250 A1 WO 2002086250A1 JP 0103284 W JP0103284 W JP 0103284W WO 02086250 A1 WO02086250 A1 WO 02086250A1
Authority
WO
WIPO (PCT)
Prior art keywords
dome
exterior
constructing
constructed
lifting
Prior art date
Application number
PCT/JP2001/003284
Other languages
English (en)
Japanese (ja)
Inventor
Yoshimi Niiduma
Original Assignee
Niiduma Yoshimi Architect & Associates
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 Niiduma Yoshimi Architect & Associates filed Critical Niiduma Yoshimi Architect & Associates
Priority to PCT/JP2001/003284 priority Critical patent/WO2002086250A1/fr
Publication of WO2002086250A1 publication Critical patent/WO2002086250A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3217—Auxiliary supporting devices used during erection of the arched structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241—Frame connection details
    • E04B2001/3247—Nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3294—Arched structures; Vaulted structures; Folded structures with a faceted surface

Definitions

  • Dome construction method dome construction jig, and fitting
  • the present invention relates to a dome construction method, a dome construction jig, and a joint for the purpose of sequentially constructing a spherical or polygonal dome from the top thereof and ensuring stability during construction of an articulated dome.
  • a dome construction method for the purpose of sequentially constructing a spherical or polygonal dome from the top thereof and ensuring stability during construction of an articulated dome.
  • the usual construction method is to first build a foundation, and then build an external structure on the foundation and reach the top.
  • the inventor has proposed a low-position sequential assembling type dome construction method in which a main skeleton can be constructed on the ground by first assembling and constructing a part of the dome and sequentially rotating the dome. Nippei 1 0—3 2 2 4 9 2).
  • the method of rotating sequentially is superior to the conventional method in that the work on the ground or low-level work is increased, but it requires a large site for rotation and also requires consideration of the external force applied to each part There was a problem.
  • the present invention can assemble the entire exterior by work near the ground, even on a relatively small site (the exterior cannot be rolled out), thus eliminating all the disadvantages of working at heights. It is intended to do so.
  • the present invention solves the above-mentioned conventional problems by constructing the dome from the top thereof, lifting the dome, and constructing the lower portion.
  • the conventional problems were solved by stacking the ground from the ground onto the foundation and connecting the lifted exterior and the exterior on the foundation.
  • the dome is constructed in a relatively narrow place by being fixedly rotated every time the ground assembly is completed so as not to roll.
  • the present invention is a dome construction method characterized by constructing a top exterior structure of a dome, then lifting the top exterior structure, and sequentially constructing a lower exterior structure. After constructing the top outer structure on the base, the top outer structure is lifted to a predetermined height, and the lower outer structure is constructed between the lower periphery of the top outer structure and the base surface. The structure is further lifted to a predetermined height, a lower outer structure is constructed between the lower periphery of the outer structure and the base surface, and the outer structure is constructed and lifted as many times as necessary to form an outer periphery of the dome.
  • This method is characterized by the use of a lifting device such as a wrench or a crane to lift the dome.
  • a block is arranged at the center of the dome to be constructed, and at the time of constructing each external structure, each connection portion and the block are connected by a support rod.
  • the exterior is a combination of a triangular frame consisting of three frame members and fittings for fixing it, and a part of the exterior of the dome was assembled on the ground and assembled using a jig. After stabilizing the external structure, it is fixed at a predetermined rotation angle around the jig,
  • a dome construction method characterized by assembling an exterior structure following an exterior structure on the ground, repeating the rotation and assembly operations to assemble the entire exterior structure, and then constructing the exterior and interior after completion.
  • the invention of a jig is a dome construction jig characterized by attaching a large number of rod fixing cylinders radially to an outer wall of a block made of a tough material, wherein the block is a sphere or a polyhedron. It was done.
  • a mounting plate for mounting a frame material having a predetermined angle is projected radially around the outer periphery of the cylindrical body having the rod mounting hole, and a bolt hole for mounting the frame material and a pin hole for preventing rotation are provided on the mounting plate.
  • the outer wall of the cylindrical body has a pyramid shape, and a mounting plate projects radially from the outer wall to form a single piece.
  • the construction jig described above is made of metal or synthetic resin, and when made of metal, it is preferably hollow for weight reduction. It is also desirable that the support rod be relatively light and resistant to compression. '
  • the bin hole of the mounting plate drilled in the cylindrical body is necessary when assembling the outer structure, but is unnecessary after the completion, and it is preferable that it is not rejected because it has more degrees of freedom.
  • the top structure is lifted to a predetermined height, and a lower periphery of the top structure is formed.
  • the outer structure is further lifted to a predetermined height, and the lower structure is constructed between the lower peripheral edge of the outer structure and the base surface.
  • the top outer structure of the dome to be built is built on the base
  • the top outer structure is lifted to a predetermined height
  • the lower peripheral edge of the top outer structure and the base surface are interposed.
  • the structure is further lifted to a predetermined height, and the external structure is constructed between the lower peripheral edge of the external structure and the base surface, and the above-described construction and lifting are repeated as many times as necessary.
  • a dome construction method comprising: assembling an exterior structure following the exterior structure on the ground; repeating the rotation and assembly operations to assemble the entire exterior structure;
  • the jig according to the invention is a jig in which a number of radial support rod fixing cylinders are attached to an outer wall of a block such as a sphere.
  • the fitting according to the invention is characterized in that a mounting plate for mounting a frame material at a predetermined angle is radially protruded around the outer periphery of a cylindrical body having a rod mounting hole, and a bolt hole for mounting the frame material is provided on the mounting plate. And a pin hole for preventing rotation.
  • a mounting plate for mounting a frame material at a predetermined angle is radially protruded around the outer periphery of a cylindrical body having a rod mounting hole, and a bolt hole for mounting the frame material is provided on the mounting plate.
  • a pin hole for preventing rotation in the present invention, in constructing the dome, first, the top of the dome is constructed and suspended, and then the outer structure under the dome is constructed. A method of connecting the upper part of the external structure built on the foundation with the lower part of the suspended external structure, and rotating the external structure assembled on the ground around a suitable horizontal axis (for example, a horizontal axis passing through a jig). It is a method of
  • a block can be set at the center, and each connection and the block can be connected with a support rod to maintain the strength of each connection.
  • a connection tool in which a mounting plate is fixed to an outer wall of a cylindrical body having a screw is used. This mounting plate is provided with bolt holes for fixing each frame material and pin holes for stabilizing each frame material. Pins are inserted and stably held during assembly, and when all are completed, After that, it becomes a flexible structure.
  • a lifter, jib crane, bridge type crane, or the like is used for lifting at the time of construction, but the point is that it is assembled at a low level on or near the ground, and is not assembled at a high level.
  • FIG. 1 (a) is a front view of a top external structure according to an embodiment of the present invention.
  • FIG. 1 (b) is a plan view of the same.
  • FIG. 2 is a conceptual diagram showing a lifted state of the external premises.
  • Fig. 3 is a conceptual diagram of the second external structure, which is also lifted and assembled.
  • Fig. 4 is a conceptual view of the third exterior building, which was lifted and assembled.
  • FIG. 5 is a conceptual diagram of an embodiment in which a jig and a support are similarly installed.
  • Fig. 6 is a conceptual view of the fourth external structure, which is also lifted and assembled.
  • Fig. 7 is a conceptual diagram of the same 5th external structure suspended and assembled.
  • Fig. 8 is a conceptual diagram of the same 6th external structure lifted and assembled.
  • FIG. 9 is a conceptual diagram of the same foundation.
  • FIG. 10 is an enlarged perspective view of the embodiment of the fitting.
  • FIG. 11 is a perspective view in which a part of the embodiment of the jig is also omitted.
  • Fig. 12 is a conceptual diagram of an embodiment in which the upper exterior and the foundation exterior are similarly constructed separately.
  • FIG. 13 is a perspective view of the first embodiment of the other embodiment.
  • Fig. 14 is a conceptual diagram of the second exterior as well, with jigs installed.
  • FIG. 15 is a conceptual view of the embodiment, also showing the rotation of the exterior.
  • FIG. 16 is a conceptual view of the embodiment of the dome immediately before the completion of all the exterior construction.
  • Fig. 17 is a conceptual diagram of an embodiment of the dome in which all exterior construction has been completed.
  • the part constituting the outer structure 1 at the top of the dome is connected to the mounting plates 3 a, 3 b, 3 c, 3 d, 3 e (FIG. 10) of the fitting 2.
  • the mounting pieces 4 X at one end of 4 and 4 with bolts 5 respectively, and secure them with pins 6 and 6, and attach the lower end of each frame material 4 and 4 to the end of the cross member 10 and each fitting Fix by 2a, 2b, 2c, 2d, 2e (Fig. 1, Fig. 10).
  • mounting plates 3a to 3e are radially projected at equal intervals around the outer periphery of a cylindrical body having a central hole 27 for mounting a support rod.
  • the mounting plates 3a to 3e are mounted at a predetermined angle with the axis of the cylinder according to the outer shape of the dome to be constructed. You.
  • the mounting plates 3a to 3e are provided with bolt holes 7 for passing the bolts 5 for mounting the frame member 4 and pin holes 8 for inserting the rotation preventing pins 6, respectively. ( Figure 10).
  • the fittings 2 a, 2 b, 2 c,... Have the same structure as the fitting 2.
  • each wire 11 is fixed to a support ring 12, and a lifting wire 14 of a crane 13 is hung on the support ring 12 and fixed to the support ring 12 (FIG. 2).
  • each fitting 2 a, 2 b, 2 c, 2 d, To 2e fix the upper ends of the frame members 4 and 4 with bolts, and fix the common fittings 2f, 2g, 2h, 2i and 2j to the tips of the adjacent frame members 4a and 4b ( (Fig. 3).
  • lift the lifting wire 14 as indicated by the arrow 16 (connect the upper ends of the frame members 4 and 4 to the height, fittings 2 f, 2 g 2 h, 2 i, and 2 j, respectively, and Secure a ⁇ 4b to the fitting 2k ⁇ 21, 2m, 2n, 2o (Fig. 4).
  • the lifting wire 14 is lifted in the direction of the arrow 17, and the lower end of the outer structure (connector) is lifted from the base plate 9, and the column fixing tube provided on the outer wall of the spherical block 18 installed at the center of the dome.
  • each fitting is supported by the spherical block 18 via the supports 20 and 20 (FIG. 5). , ' Figure 11). '
  • the lifting wire 14 is further lifted (height h 2 ) as shown by arrow 21, and the upper ends of the frame members 4, 4 are fixed to the fittings 2 k, 21, 2 m, 2 n, 2 o.
  • the lower ends of the adjacent frame members 4a and 4b are fixed to the fittings 2p, 2q, 2r, 2s and 2t (Fig. 6).
  • the lifting wire one 14 further lifting as indicated by an arrow 22, the upper end of the frame member 4, 4 fixed to each Joint tool 2p, 2 q s 2 r, 2 s, 2 t, adjacent frame Fix the lower part of materials 4a and 4b to fittings 2u, 2v, 2w, 2x and 2y (Fig. 7).
  • the wire 14 is lifted as indicated by an arrow 23, and the upper ends of the frame members 4 and 4 are fixed to the fittings 2u, 2v, 2w, 2x, and 2y, and the adjacent frame members 4a, 4 Fix the lower end of b to fittings 2 z, 2 twins, 2 ⁇ 2 and 2 ( ⁇ , and fix cross members 24, 24 (Fig. 8).
  • the wire 14 is lifted as shown by the arrow 25, and the upper ends of the frame members 4 and 4 are fixed to the fittings 2z, 2hi, 2 ⁇ 2a, and 25, respectively.
  • the entire outer structure of the dome of the present invention can be completed (No. 9). Therefore, the dome of the present invention can be completed by providing the interior and exterior by an appropriate method (prior art).
  • the spherical block 18 and the supporting rods 20 and 20 are removed from each fitting after the entire outer structure A is completed or after the exterior is completed (before interior construction).
  • the spherical block 18 in the above is provided with a required number (for example, 32) of a number of support rods 19 in a radial manner, and each support rod 19 has one end of the support 2.0 connected to a pin 2. 6, the screw portion 20 a at the other end of the support rod 20 is passed through the central hole 27 of each fitting 2, and a nut 28 is screwed into the screw portion 20 a. Secure (Fig. 11).
  • the spherical block 18 having the support rod fixing cylinder 19 constitutes the dome construction jig of the present invention.
  • connection between the spherical block 18 and each of the fittings 2 in the above case is not limited to the case of connecting with all the fittings 2, but may also be connected with the fitting 2 selected as appropriate depending on the weight of the dome to be constructed. It is possible. Further, the spherical block can be omitted. Example 2
  • the upper outer structure B (for example, 80% to 90% of the outer structure) is constructed by lifting.
  • the foundation 25 is set on the base plate 9 and the lower-level lower external structure C is constructed on the foundation 25. If the upper outer structure B is lifted and overlapped on the lower outer structure C, and the corresponding fittings are respectively connected, a spherical dome as shown in FIG. 9 can be constructed. Figure).
  • the upper outer structure B and the lower outer structure C can be constructed at the same time, so that the period of the dome construction can be greatly reduced.
  • a low-rise exterior is assembled on the ground. That is, the pentagonal pyramid D is assembled from the fittings 2, 2a, 2b, 2c, 2d, and 2e and the frame members 4 and 4 (FIG. 13), and then the fittings 2, 2a, 2b, 2c, 2d, and 2e are connected to one end of frame members 4 and 4, and the other ends of the frame members 4 and 4 are connected to fittings 2f, 2g 2h, 2i, and 2j.
  • a low-rise exterior structure E is constructed, and then the support rods 20, 20c are provided between the spherical block 18 and the fittings 2, 2c, 2d, 2e, 2f, 2g, 2h, 2i. , 20d, 20e, 20f, 20g, 20h, and 20i are interposed to support the spherical work 18 on a horizontal axis.
  • the exterior F is rotated about the spherical block 18 as indicated by an arrow 32.
  • the external structure F moves to the position of ⁇
  • the connecting frame f moves to the position of ⁇ , so that the connecting frame can be sequentially assembled to the right of f i.
  • the rods 29, 29a of the hydraulic cylinders 28, 28a are lowered to lower the base plate 27 as indicated by an arrow 30 so that the outside of the external structure F can be easily rotated. It is.
  • the dome H can be completed as shown in FIG. 17 via the outer structure G in FIG.
  • 31 and 31 are support rods.
  • each outer structure bears the weight of the frame material forming the skeleton.
  • the exact outer shape can be maintained.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un procédé de construction d'un dôme sphérique (ou dôme polygonal) en utilisant un ensemble de couches basses. Le procédé consiste à construire sur un socle l'ossature supérieure du dôme à ériger; à élever l'ossature supérieure à une hauteur spécifiée; à construire une ossature inférieure entre le bord périphérique inférieur de l'ossature supérieure et la surface du socle; à élever de nouveau l'ossature à une hauteur spécifiée; à construire l'ossature inférieure entre le bord périphérique inférieur de l'ossature et la surface du socle; à répéter la construction et l'élévation de l'ossature autant de fois qu'il est nécessaire pour construire toutes les ossatures du dôme; enfin à finir l'extérieur et l'intérieur du dôme.
PCT/JP2001/003284 2001-04-17 2001-04-17 Procede de construction d'un dome, et gabarit et dispositif d'attache utilises pour construire le dome WO2002086250A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/JP2001/003284 WO2002086250A1 (fr) 2001-04-17 2001-04-17 Procede de construction d'un dome, et gabarit et dispositif d'attache utilises pour construire le dome

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2001/003284 WO2002086250A1 (fr) 2001-04-17 2001-04-17 Procede de construction d'un dome, et gabarit et dispositif d'attache utilises pour construire le dome

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2528759C2 (ru) * 2012-09-04 2014-09-20 Андрей Николаевич Горнадуд Способ сборки сферической пространственной конструкции
RU2533946C2 (ru) * 2012-09-04 2014-11-27 Андрей Николаевич Горнадуд Сферическая пространственная конструкция
CN106836507A (zh) * 2016-12-22 2017-06-13 浙江精工钢结构集团有限公司 一种单层球形网壳结构逆作法累积顶升施工方法
GB2561353A (en) * 2017-04-10 2018-10-17 Hee Lee Yeon Pre-fabricated dome

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4379649A (en) * 1981-10-01 1983-04-12 Phillips Martha E Connector system for geodesic dome struts
JPH0341002U (fr) * 1989-08-25 1991-04-19
JPH0460041A (ja) * 1990-06-28 1992-02-26 Kajima Corp 仕上げユニットパネル及びタイル貼りカーテンウォール
JPH0539637A (ja) * 1991-02-14 1993-02-19 Shimizu Corp ドーム状屋根の建築方法及びこれに使用される揚重装置
JPH0578710U (ja) * 1992-03-31 1993-10-26 株式会社大林組 継手構造
JPH108574A (ja) * 1996-06-19 1998-01-13 M Ee T Kouzou Sekkei:Kk 木造建築物の接合構造
WO2000029682A1 (fr) * 1998-11-12 2000-05-25 Housing Kosan Co., Ltd. Procede de construction d'un dome

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4379649A (en) * 1981-10-01 1983-04-12 Phillips Martha E Connector system for geodesic dome struts
JPH0341002U (fr) * 1989-08-25 1991-04-19
JPH0460041A (ja) * 1990-06-28 1992-02-26 Kajima Corp 仕上げユニットパネル及びタイル貼りカーテンウォール
JPH0539637A (ja) * 1991-02-14 1993-02-19 Shimizu Corp ドーム状屋根の建築方法及びこれに使用される揚重装置
JPH0578710U (ja) * 1992-03-31 1993-10-26 株式会社大林組 継手構造
JPH108574A (ja) * 1996-06-19 1998-01-13 M Ee T Kouzou Sekkei:Kk 木造建築物の接合構造
WO2000029682A1 (fr) * 1998-11-12 2000-05-25 Housing Kosan Co., Ltd. Procede de construction d'un dome

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2528759C2 (ru) * 2012-09-04 2014-09-20 Андрей Николаевич Горнадуд Способ сборки сферической пространственной конструкции
RU2533946C2 (ru) * 2012-09-04 2014-11-27 Андрей Николаевич Горнадуд Сферическая пространственная конструкция
CN106836507A (zh) * 2016-12-22 2017-06-13 浙江精工钢结构集团有限公司 一种单层球形网壳结构逆作法累积顶升施工方法
GB2561353A (en) * 2017-04-10 2018-10-17 Hee Lee Yeon Pre-fabricated dome
GB2561353B (en) * 2017-04-10 2022-03-02 Hee Lee Yeon Pre-fabricated dome

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