CN102667020A - Triangular panel for dome-shaped building, dome-shaped building using the panel, and method for constructing the dome-shaped building - Google Patents
Triangular panel for dome-shaped building, dome-shaped building using the panel, and method for constructing the dome-shaped building Download PDFInfo
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- CN102667020A CN102667020A CN2010800572655A CN201080057265A CN102667020A CN 102667020 A CN102667020 A CN 102667020A CN 2010800572655 A CN2010800572655 A CN 2010800572655A CN 201080057265 A CN201080057265 A CN 201080057265A CN 102667020 A CN102667020 A CN 102667020A
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- set square
- frame
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- dome
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- 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
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
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- 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
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
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- 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
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3288—Panel frame details, e.g. flanges of steel sheet panels
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- 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
Abstract
A triangular panel for a dome-shaped building, using a metallic frame member so that the triangular panel has rigidity determined by considering the transmission of stress due to a wind load, a snow load, etc., and so that the triangular panel has improved durability and fire-resistant properties. In the structure of a triangular panel which is a member for constituting a dome-shaped building, a frame body which is the base of the triangular panel consists of metal, frame members which form the side faces of the frame body are disposed in a tilted position, and a bent plate member is secured to the frame members to form a horizontal plane, the plate member supporting a roof member.
Description
Technical field
The present invention relates to constitute the dome building member, be metal system set square, use the dome building that this plate constructs and the construction method of this dome.
Background technology
In the past, all the time as urgent the time or the temporary dwelling of going up off the beaten track can build the dome building, with this dome building as simple and small-sized residence etc.In addition, also be penetrated into more and more among the common life as the dome of buildings such as comprehensive hall structure.
The dome building is commonly called Fu Leqiu (Fuller dome), geodesic curve vault (Geodesic dome).As its structure, there is structure as follows: be the radial configuration reinforcing bar from the dome summit, construct the skeleton of circular dome.But, have the composition member of too much use dome, because problem such as building complex procedures and the duration be elongated.
Therefore, as the technology that is used to eliminate the reinforcing bar construction problem, disclose the technology of using wooden plate to construct the dome building.For example be following technology: as patent documentation 1, wooden set square as forming member, is formed wooden polygonal panel, assemble this polygonal panel and construct the dome building.
According to this known technology, owing to construct the dome building, therefore compare with the situation of constructing skeleton through assembled plate, can omit the building operation, can the reduction of erection time.And, the composition member can be cut down, thereby construction cost can also be cut down, make to construct and become simple.
In addition, as by with the application same applicant proposed in first to file, disclosed following patent documentation 2, and the prior art formerly of patent documentation 3.This prior art has been to use the set square of inner frame spare, it is characterized in that allocation position, the shape of inner frame spare.
Patent documentation 1: japanese kokai publication hei 7-119208 communique
Patent documentation 2: japanese kokai publication hei 7-224464 communique
Patent documentation 3: the real communique of stepping on No. 3056964 of Japan
Summary of the invention
But the material that constitutes plate is generally timber.Owing to be wooden plate, therefore aspect durability such as erosion, burn into water proofing property, refractoriness, have problems.
In addition, use the situation of wooden plate to be applicable to small-scale dome building.This is because the timber length that constitutes wooden plate is usually about 3m.When desiring to construct large-scale dome building,, need when making timber long, make timber thick for wooden plate.Therefore, in using the large-scale dome building of wooden plate, the problem that exists the weight of roof parts to increase the weight of.And,, can cause spending building materials expense, cost of construction and make constructing of dome building complicate, construct the problem that operation increases because the composition member of dome building increases.
In addition, in the record of above-mentioned each prior art document, provided following enlightenment, that is, the material of forming member is not limited to timber, also can be metal material.But it can be the metal degree of forming member by the structural change that timber forms that enlightenment only rests on, and has not openly utilized shape, the structure of metal composition member characteristic particularly.
Add the high also troubling of nearest timber price, thereby expect a kind of such set square, it becomes easily the operation when constructing, and cheap more, and be used to provide construct after the also higher dome building of durability.
Therefore, in order to address the above problem, the present invention provides a kind of set square, and it is the composition member of dome building, and this set square is made up of metal framework.Thus, compare with wooden set square, its durability improves, thereby the durability of dome building improves.In addition, form structure as follows: under the situation of the reinforcing bar of not constructing the dome building, the office, junction surface between set square has disposed metal system framework.
In addition, as the belfry that constitutes by metal frame unit, a kind of frame side surface set square of oblique structure to the inside that makes is provided.The framework that constitutes the set square side surface forms the inclined-plane of oriented interior tilt, is formed with the mating face of docking between the confession set square.Thus, form the polygonal body that has used set square easily.And then, construct the dome building that has used polygonal body easily.
The present invention provides a kind of set square, and it is characterized in that as the composition member that forms dome through the butt joint side this set square has: metal frame unit, and it forms roughly U font; Leg-of-mutton framework, it becomes the matrix of above-mentioned set square, and is made up of three said frame parts, so that each this frame unit is tilted the mode that this frame facet tilts and the end separately of fixing each this frame unit forms said frame; And board member, it is fixed in said frame, and is configured as the tabular of bending, and this board member constitutes alar part that side direction extends in the triangle of said frame.
Set square of the present invention is characterised in that the alar part of above-mentioned board member is formed at horizontal plane.
Set square of the present invention is characterised in that; This set square also has: gusset; It is fixed on the frame unit that constitutes said frame; One end periphery portion of this gusset is fixed on the part that surrounds U font roughly of this frame unit, on the alar part that side direction extends in said frame leg-of-mutton, forms porose; And purlin, it is connected with the alar part of above-mentioned gusset.
Set square of the present invention is characterised in that the above-mentioned framework that is made up of three frame units is an isosceles triangle.
Set square of the present invention is characterised in that; On two said frame parts of the formation isosceles of the framework of above-mentioned isosceles triangle, be fixed with a plurality of above-mentioned board members, on the said frame part that constitutes with different one side of isosceles of said frame, be fixed with one or more above-mentioned board members.
Set square of the present invention is characterised in that, in pairs fixing above-mentioned gusset on each frame unit of the formation isosceles of said frame, and above-mentioned purlin is connected with a pair of above-mentioned gusset.
Set square of the present invention is characterised in that this set square also has the roof component by the alar part supporting of above-mentioned purlin and above-mentioned board member.
The present invention provides a kind of dome building; It is characterized in that; This dome building uses above-mentioned set square, and the summit of above-mentioned set square is positioned on the same sphere, utilizes to connect between the frame facet of link to each adjacent set square and form this dome building.
The present invention provides a kind of construction method of dome building; It is characterized in that; This method is constructed the dome building through using above-mentioned set square on ground; Making joins between the side of this set square merges and links and assembling is used to constitute the icosahedral polygonal body of truncation, and this polygonal body comprises pentagon body or hexagon body, and five above-mentioned pentagon bodies are attached on the ground; With above-mentioned hexagon body be attached to this contacted position of pentagon body on, on the summit, link the pentagon body.
According to the present invention, because set square has metal framework, therefore compare with the situation of having used wooden plate, can construct the dome building that has improved durability and refractoriness.In addition, when the material of metal system framework is cheap metal such as aluminium, can also seek cutting down cost.
In addition; With respect in the reinforcing bar structure, a skeleton being radial configuration from the dome summit; Construct following dome building in the present invention, it brings into play the framework functions that the bonding part is made up of two metal system frame units through the joint between the framework of set square.Therefore, play the effect that improves withstand load property.
In addition, because framework is a metal system, so the raising of the rigidity of set square, can construct from small-scale dome building to large-scale dome building.And, increase the effect that weight also can significantly not increase even also play the size of plate.
Description of drawings
Fig. 1 is the sectional view of the bonding part between the set square.
(a) of Fig. 2 is shape and the allocation plan of frame unit that forms the framework of set square; (b) of Fig. 2 shows the precalculated position of framework or the figure of scope.
(a) of Fig. 3 shows the figure of frame unit of the section of framework; (b) of Fig. 3 shows the figure of gusset; (c) of Fig. 3 shows frame unit and the figure of gusset of the section of framework.
(a) of Fig. 4 shows the figure of the configuration of framework and purlin; (b) of Fig. 4 shows the figure of the bound fraction of frame unit, gusset, purlin; (c) of Fig. 4 shows the figure of the bound fraction of frame unit, gusset, purlin.
(a) of Fig. 5 shows the figure of the plate configuration of being fixed in frame unit; (b) of Fig. 5 shows the figure in the cross section of framework, plate.
(a) of Fig. 6 is the figure that roof panel is combined with purlin, plate; (b) of Fig. 6 is the figure that has disposed steel plate.
(a) of Fig. 7 is the configuration example of the pentagon body when constructing dome; (b) of Fig. 7 is the configuration example of the hexagon body when constructing dome; (c) of Fig. 7 is the configuration example that constitutes the pentagon body on summit when constructing dome.
Fig. 8 is the figure of dome building of the present invention.
Fig. 9 is the stereogram of the summit periphery of framework.
The specific embodiment
Below, the embodiment of set square 1 of the present invention is described.
Fig. 1 is the sectional view of the bonding part between the set square 1 of expression when constructing the dome building.Its summary is; Utilize the frame unit 2 of bolt and nut 7 fixed frames; Roof panel 8 is fixed in plate 6; This plate 6 is fixed in the frame unit 2 of framework, and workpiece 10 is fixed in the outer surface side of roof panel 8, utilizes 11 pairs of gaps that produced by the thickness of roof panel 8 and workpiece 10 of encapsulant to seal.
In addition, the above-below direction about Fig. 1 illustrates as follows: lower direction is the internal direction of dome building, and last direction is the outside direction of dome building.
Set square 1 is the triangular construction body that constitutes the dome building.Form polygonal body through set square 1 is engaged, and construct the dome building through polygonal body is engaged.
Set square 1 is made up of frame unit 2, gusset 3, purlin 5, plate 6, roof panel 8, steel plate 10.Frame unit 2 is formed framework as forming member, and this framework becomes the matrix of set square 1.
The composition member of set square 1 then, is described.
In addition, the two end portions of frame unit 2 constitutes the apex portion of triangular framing and forms the shape that can fix between the frame unit 2.The standing part at the both ends of this frame unit 2 becomes as Fig. 9 institute illustration.Fig. 9 is the stereogram of the summit periphery of representational framework.Fig. 9 is the figure of the C scope in the presentation graphs 2 (b).
The manufacturing process of frame unit 2 of the present invention can be an any means, as long as the cross section forms roughly U font.About frame unit 2, also can it be bent to approximate right angle through using a metal sheet, be configured as its cross section and be U font roughly.Perhaps, also can be U font roughly through metal injection molded its cross section that is configured as.In addition, form member for other set square, its manufacturing process is constrained not also.
In addition, for the both ends of frame unit 2, also can be through shearing its end that is shaped.As long as be configured as the shape of the both ends of frame unit 2 when forming framework between can fixed frame spare 2.
Framework is made up of frame unit 2, becomes the matrix of set square 1.In addition, framework fixes the end of each frame unit 2 so that three leg-of-mutton modes of frame units 2 formation dispose through welding.
Framework is to form leg-of-mutton D structure by frame unit 2.Triangle is meant the shape of framework along the cross section under the horizontal plane intercepting.In addition, to the detailed content of framework, after describe in stating.
Gusset 3 is to be used for forming the steel plate that member is bonded with each other.Gusset 3 is that the steel plate of flat shape is promptly formed member, and it is configured as roughly V font, on this gusset 3, forms porose 4.This gusset 3 is the members that are used for engage frame part 2 and purlin 5.Gusset 3 is to fix through welding with frame unit 2, gusset 3 and purlin 5 be through with the bolt intercalation in hole 4 and utilize nut to be connected.In addition, also can be that it is shaped as the gusset 3 that when fixing frame unit 2 with gusset 3 through welding, welds easily.In addition, bolt and nut 7 is screw bolt and nut, if can intercalation in the hole and connecting elements each other.In addition, as screw bolt and nut, the record through separately is used for explanation.
Purlin 5 is the composition members that are used to support roof panel 8.Purlin 5 is delivered to frame unit 2 with the load of roof panel 8.Periphery forms porose at the two ends of purlin 5.With the bolt intercalation in the hole that is formed at the two ends periphery and utilize nut to connect, thereby purlin 5 and gusset 3 are connected.In addition, purlin 5 is so long as can support roof panel 8 and can get final product with the member that gusset 3 is connected, and the shape to purlin 5 does not limit.For example, as long as purlin 5 forms the shape with the face that can support roof panel 8 and the face that can engage with gusset 3.
Roof panel 8 is parts of roof component, is the member that is used to support the workpiece on roof.Roof panel 8 also can be as the laminate of the structure of supporting building, promptly structure is used laminate.In addition, also can adopt the roof panel 8 of refractorinesss such as fire-resistant wood cement board.And roof panel 8 also can be Zhang San's dihedral thing.
In addition, roof panel 8 is by purlin 5 and plate 6 supportings and fixing.For example, also can form the hole, and utilize screw etc. to connect and fixing in the pre-position of purlin 5, plate 6, roof panel 8.
In addition, workpiece 10 both can be metal lamellar steel plate, also can be through slate clay being processed into the lamellar slate that forms.When workpiece 10 was steel plate, it can be the steel sheet about thickness 0.4mm, also can be the aluminum-zinc alloy steel plate.
Then, the embodiment that the composition member that uses set square 1 is formed set square 1 describes.
The configuration of the frame unit 2 that constitutes framework at first, is described.
Fig. 2 shows the frame shape of the set square 1 that is made up of frame unit 2 and the figure of the frame unit that constitutes framework 2 configurations.
(a) of Fig. 2 shows the figure of frame unit 2 configurations that constitute framework.On the frame unit 2 on the both sides that constitute triangular framing, be fixed with gusset 3.In addition, this gusset 3 both can be fixed on the frame unit 2 after forming framework, also can gusset 3 predetermined fixed be formed framework again after frame unit 2.
(b) of Fig. 2 shows the predetermined portions of framework or the figure in cross section.A-A ' cross section is the cross section of frame unit 2 that constitutes the both sides of framework.B-B ' cross section is the cross section that is fixed with the frame unit 2 of gusset 3.The C scope is the scope of the summit periphery of triangular framing.In addition, when forming triangular framing, frame unit 2 constitutes roughly that the relative two sides of U font is positioned at leg-of-mutton side direction.
The inclination of the frame unit 2 of framework then, is described.
Framework tilts and is configured to triangle and utilizes welding to fix between the frame unit 2 to form through making frame unit 2.In addition, this inclination is the inclination with respect to vertical direction, and this vertical direction is the vertical with respect to above-mentioned horizontal direction.
(a) of Fig. 3 is the sectional view that constitutes the frame unit 2 of framework, shows the figure in the A-A ' cross section among (b) of Fig. 2.With frame unit 2 tilted configuration, form the inclined-plane at framework so that be used for constituting the face of frame facet in the frame unit 2.In addition, three of triangular framing sides all form the inclined-plane.That is, form three frame units, the 2 equal tilted configuration of triangular framing.
For example, be to form situation with respect to the inclined-plane of vertical direction tilt angle theta by frame facet.This situation is, is that the mode of tilt angle theta makes frame unit 2 tilt to form framework so that constitute the face of frame facet in the frame unit 2.
In addition, because frame unit 2 is U font roughly, so two the relative faces beyond the face of the formation frame facet of frame unit 2 are on the direction that has angle with respect to horizontal direction, to extend setting.Suppose to have under the situation of rectangular roughly U font at frame unit 2, in the horizontal direction, face two the relative faces in addition that constitute frame facet tilt with elevation angle theta respectively.
Then, explain through welding and fix the situation between gusset 3 and the frame unit 2.
(b) of Fig. 3 shows the figure of the shape of gusset 3.(c) of Fig. 3 is the B-B ' cross section among (b) of Fig. 2, shows the figure of the position of on frame unit 2, having fixed gusset 3.
For gusset 3 and frame unit 2, utilize welding with an end periphery partial fixing of gusset 3 in the roughly part of U font that surrounds of frame unit 2.Because it is gusset 3 is plane board members of V font roughly, therefore can along continuous straight runs outstanding from the part of the outstanding gusset 3 of frame unit 2.This is because the frame unit 2 that constitutes framework be that angle of slope and gusset 3 are the angle of V font roughly.In addition, need not angle that frame unit 2 is tilted, the angle of V font limits especially to make gusset 3 form roughly.In set square 1 of the present invention, as long as frame facet is the inclined-plane that tilts, and by fixing and extend a part that is provided with from the outstanding gusset 3 of frame unit 2 in the horizontal direction and get final product.
Then, connection between purlin 5 and the gusset 3 is described.
(a) of Fig. 4 shows the figure of purlin 5 configurations.Utilize bolt and nut to connect and fixing purlin 5 and be fixed in the gusset 3 of frame unit 2 through welding.(b) of Fig. 4 shows the figure of the coupling part of frame unit 2, gusset 3, purlin 5.(c) of Fig. 4 is the figure that has amplified the D scope among (a) of Fig. 4.
The gusset 3 that is fixed in frame unit 2 is configured to be positioned at a pair of relative position.Purlin 5 is connected with a pair of gusset 3.Periphery is formed with the hole that is used for the intercalation bolt at the two ends of purlin 5.Thus, through intercalation bolt in the hole that on gusset 3 and purlin 5, forms, with nut to connecting between purlin 5 and the gusset 3 and fixing.The purlin 5 that is connected with gusset 3 is disposed at and makes the position that is parallel to each other between the purlin 5.In addition, be called the base as if the limit with the below among Fig. 4 and describe, then leg-of-mutton base is disposed at parallel position with purlin 5.That is, gusset 3 is paired in the position parallel with the base, and is fixed on the frame unit 2.
Then, fixing between frame unit 2 and the plate 6 is described.
(a) of Fig. 5 is the figure that plate 6 is disposed at frame unit 2.Plate 6 is disposed at the face of the roof outer surface side of the frame unit 2 that constitutes framework.In addition, plate 6 is fixed on three frame units 2 constituting triangular framing whole.
(b) of Fig. 5 is the E-E ' cross section among (a) of Fig. 5, shows the figure in cross section of the part of fixed frame spare 2 and plate 6.
This is because through the frame unit 2 of tilted configuration framework, two relative faces of frame unit 2 are formed on horizontal direction have on the direction of angle.During the roof panel 8 after fixing, stated, since frame unit 2 have angle of slope, the elevation angle framework upper support flat shape roof panel 8 be deficient in stability.Therefore, need the member of framework with the structure of same level supporting roof panel 8.
The configuration of roof component then, is described.
Fig. 6 is configured in the figure on the framework with roof panel 8.Screw 9 is used for for example and illustrates, and screw 9 is not limited to the configuration shown in (a) of Fig. 6.In addition, show the example that uses four roof panel 8, but the present invention is not limited thereto.In addition, roof panel 8 is by purlin 5, plate 6 supportings.
(b) of Fig. 6 shows the figure of configuration of the workpiece 10 of the outer surface part that constitutes set square 1.
In this case, the center of each polygonal body of being constituted of the free set square 1 of above-mentioned intersection forms concentric circles.But be not limited thereto, the lap of workpiece 10 is formed on the line parallel with the hypotenuse of set square 1.At this moment, as the center, make whole above-mentioned intersection form concentric circles on the summit of dome building.
No matter be which kind of situation, dispose and the workpiece 10 that is fixed in the summit side of dome building all forms the external surface of above-mentioned intersection.Thus, water can flow to the downstream swimmingly from upstream side, and can not soak.
Form the set square 1 of this embodiment through having above-mentioned structure.
Then, the situation that forms multiple framework through the frame unit 2 of group frame is described.In addition, form multiple set square 1 by multiple framework.And, also the polygonal body that is formed by multiple set square 1 is described.
The framework that constitutes set square 1 is to utilize two kinds of different frame units 2 of length to form isosceles triangle.In addition, the frame unit 2 that constitutes the equal both sides of isosceles triangle disposes with the same tilt degree.
In detail, the frame unit 2 that constitutes the equal both sides of isosceles triangle disposes formation with the same tilt degree.In addition, for the frame unit 2 that constitutes with two equilateral different one side, frame unit 2 is to dispose with the different inclined at inclination angles in angle of inclination that forms two equilateral frame units 2.
In addition, the polygonal body that is formed by set square 1 has these two kinds of pentagon body and hexagon bodies.Therefore, set square 1 needs the length and the angle of slope different combinations on the limit of isosceles triangle framework.
At this, the length that comprises frame unit 2 frame unit of angle of inclination on interior meaning when forming framework carried out defined declaration.For example, different according to the length and the angle of inclination in when configuration are defined as the first frame unit 2a, the second frame unit 2b, the 3rd frame unit 2c, the 4th frame unit 2d and the 5th frame unit 2e with frame unit.
Situation to utilizing combinations thereof to form leg-of-mutton framework describes.
At first, the different situation that are divided into five kinds according to length and gradient are described.
Through engaging in the polygonal body that forms between the set square 1, have: formation connects the frame unit on the mating face of five line segments that five summits form from the central point of pentagon body; Be formed with the frame unit that central point from the hexagon body is connected the mating face of six line segments that six summits form.In addition, in the pentagon body, has the frame unit that is used to form pentagonal five limits.And, in hexahedron, have: the frame unit that is used to form the limit that engages with the hexagon body in hexagonal hexagon; Frame unit with the limit that engages with the pentagon body in the limit that is used to form the hexagon body.
In addition, the joint between the frame unit 2 is to connect through bolt and nut.Not shown in Fig. 1, but in frame unit 2, on the precalculated position of the face of the formation frame facet of set square 1, be formed with the hole that is used for the intercalation bolt.Because it is porose that all frame units all form in the office, junction surface that makes the frame facet butt joint, therefore can utilize bolt and nut to connect.
Then, explain through making up the framework that five kinds of frame units constitute.
For example, Yi Bian have and be used to constitute the first frame unit 2a that difference is the base and two by one and be used to constitute the isosceles triangle framework that the second frame unit 2b that equates both sides constitutes.Utilizing this isoceles triangle shape to form under the situation of polygonal body, the second frame unit 2b engages each other, and the first frame unit 2a constitutes the limit of polygonal body.
In addition, Yi Bian have and be used to constitute the 4th frame unit 2d that difference is the base and two by one and be used to constitute the isosceles triangle framework that the 3rd frame unit 2c that equates both sides constitutes.Comprise this isoceles triangle shape under the situation of interior polygonal body being formed with, Yi Bian the limit of polygonal body is to be used for constituting the 4th frame unit 2d that the isosceles triangle difference is the base.
In addition, Yi Bian have and be used to form the 5th frame unit 2e that difference is the base and two by one and be used to constitute the isosceles triangle framework that the 3rd frame unit 2c that equates both sides constitutes.Be formed with under the situation of polygonal body that the part comprises this isoceles triangle shape, Yi Bian the limit of polygonal body is to be used for constituting the 5th frame unit 2e that the isosceles triangle difference is the base.
The construction method of the dome building that has used the polygonal body that is made up of set square 1 then, is described.
In addition, different with reference to above-mentioned length based on frame unit 2, the angle of inclination is different and form the explanation of multiple set square 1, and polygonal body is described.
The kind of set square 1 at first, is described.
The 1st set square is an isosceles triangle, and different bases on one side are made up of the first frame unit 2a, and the both sides that equate are made up of the second frame unit 2b.The different bases on one side of the 2nd set square are made up of the 4th frame unit 2d, and the both sides that equate are made up of the 3rd frame unit 2c.The different bases on one side of the 3rd set square are made up of the 5th frame unit 2e, and the both sides that equate are made up of the 3rd frame unit 2c.
Then, the polygonal body that is made up of multiple set square 1 is described.
The pentagon body only uses the 1st set square to form.That is, forming with the first frame unit 2a is the pentagon on limit.
When constructing the dome building, in dome of the present invention structure, this pentagon body only has necessarily and the contacted structure of hexahedron, and this also can explain among Fig. 7 in the back.
The hexagon body constitutes the structure of alternate configurations the 2nd set square and the 3rd set square.That is, hexagonal limit has the shape that the 4th frame unit 2d and the 5th frame unit 2e are alternately occurred.
In addition, as institute's illustration among Fig. 7, this hexagon body has the structure that two polygonal bodies that make between the hexagon body and above-mentioned pentagon body join.
The construction method of dome building then, is described.
As the order of assembling dome, at first utilize job practices in the past, carry out the placing of Foundation Design and barricade, carry out the setting of ground and fix the wall of making building.Do not make additional external force affact the constructional structure of dome in this stage setting.
In addition, shown in Fig. 7 (a), utilize the pentagon body to carry out basis assembling, this pentagon body is that to utilize link be that bolt and dowelled joint link set square 1 and the formation pentagon.Five groups of these pentagon bodies are assembled, it is stood on the ground also internally this pentagon body is supported.
Then, shown in Fig. 7 (b), will form hexagonal hexagon body and be installed on five groups of above-mentioned pentagon bodies.At last, shown in Fig. 7 (c), the pentagon body on dome summit is installed on the above-mentioned hexagon body, installs thereby accomplish.
As implied above, the set square 1 of the structure of the application of the invention is easy to construct the dome building.
In addition, the composition member of set square 1 is a metal system member, through using the refractoriness member, compares with wooden set square in the past, constitutes the structure of refractoriness, excellent corrosion resistance.
In addition, the frame unit 2 that constitutes the framework of set square 1 also can be an aluminum, can play the effect of cutting down the building materials expense.
Description of reference numerals
1 set square
2 frame units
3 gussets
4 holes
5 purlins
6 plates
7 bolt and nuts
8 roof panel
9 screws
10 workpieces
11 seals
16 pentagon bodies
17 hexagon bodies
18 dome buildings
Claims (9)
1. set square, it is characterized in that as the composition member that forms dome through the butt joint side,
This set square has:
Metal frame unit, it forms roughly U font;
Leg-of-mutton framework, it becomes the matrix of above-mentioned set square, and is made up of three said frame parts, so that each this frame unit is tilted the mode that this frame facet tilts and the end separately of fixing each this frame unit forms said frame; And
Board member, it is fixed in said frame, and is configured as the tabular of bending, and this board member constitutes alar part that side direction extends in the triangle of said frame.
2. set square according to claim 1 is characterized in that,
The alar part of above-mentioned board member is formed at same plane.
3. set square according to claim 1 and 2 is characterized in that,
This set square also has:
Gusset, it is fixed on the frame unit that constitutes said frame, and an end periphery portion of this gusset is fixed on the part that surrounds U font roughly of this frame unit, and formation is porose on the alar part that side direction in said frame leg-of-mutton extends; And
Purlin, it is connected with the alar part of above-mentioned gusset.
4. according to each described set square in the claim 1～3, it is characterized in that,
The above-mentioned framework that is made up of three frame units is an isosceles triangle.
5. according to each described set square in the claim 1～4, it is characterized in that,
On two said frame parts of the formation isosceles of the framework of above-mentioned isosceles triangle, be fixed with a plurality of above-mentioned board members, on the said frame part that constitutes with different one side of isosceles of said frame, be fixed with one or more above-mentioned board members.
6. according to each described set square in the claim 1～5, it is characterized in that,
In pairs fixing above-mentioned gusset on each frame unit of the formation isosceles of said frame,
Above-mentioned purlin is connected with a pair of above-mentioned gusset.
7. according to each described set square in the claim 1～6, it is characterized in that,
This set square also has the roof component by the alar part supporting of above-mentioned purlin and above-mentioned board member.
8. a dome building is characterized in that,
This dome building uses aforesaid right to require each described set square in 1～7,
The summit of above-mentioned set square is positioned on the same sphere, utilizes to connect between the frame facet of link to each adjacent set square and form this dome building.
9. a method of constructing the dome building is characterized in that,
This method requires the next dome building of on ground, constructing of each described certain set square in 1～7 through using aforesaid right,
Making joins between the side of this set square merges and links and assembling is used to constitute the icosahedral polygonal body of truncation, and this polygonal body comprises pentagon body or hexagon body,
Five above-mentioned pentagon bodies are attached on the ground, with above-mentioned hexagon body be attached to this contacted position of pentagon body on, on the summit, link the pentagon body.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009283552A JP4863231B2 (en) | 2009-12-15 | 2009-12-15 | Triangular panel for dome type building, dome type building using the panel, and method for constructing the dome type building |
| JP2009-283552 | 2009-12-15 | ||
| PCT/JP2010/072447 WO2011074562A1 (en) | 2009-12-15 | 2010-12-14 | Triangular panel for dome-shaped building, dome-shaped building using the panel, and method for constructing the dome-shaped building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102667020A true CN102667020A (en) | 2012-09-12 |
Family
ID=44167315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010800572655A Pending CN102667020A (en) | 2009-12-15 | 2010-12-14 | Triangular panel for dome-shaped building, dome-shaped building using the panel, and method for constructing the dome-shaped building |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP4863231B2 (en) |
| CN (1) | CN102667020A (en) |
| BR (1) | BR112012014667A2 (en) |
| WO (1) | WO2011074562A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965159A (en) * | 2017-12-10 | 2018-04-27 | 柳州市雅泰活动板房厂 | The flashing member on movable plank house roof |
Citations (6)
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| JPH04285243A (en) * | 1991-03-14 | 1992-10-09 | Natl House Ind Co Ltd | Ridge structure |
| JPH07224464A (en) * | 1994-02-14 | 1995-08-22 | Iguchi Sekkei Kk | Triangle panel with small triangular assemblies, dome with panel, and dome constructing method |
| JPH09158312A (en) * | 1995-12-07 | 1997-06-17 | Yamon Seki | Skeleton of building and assembling method for the same |
| CN1975059A (en) * | 2006-09-28 | 2007-06-06 | 中国水电顾问集团贵阳勘测设计研究院 | Oblique crossing inclined grid steel-concrete hollow sandwich mesh-like wagon shell and arched roof structure |
| US20080066393A1 (en) * | 2006-09-14 | 2008-03-20 | Bradford Tyler Sorensen | Instant, pre-tensioned, tool free, polyhedral, enclosure construction system |
| CN101255749A (en) * | 2008-03-21 | 2008-09-03 | 河南大学 | Rectangle plane net shell structure and rectangle plane string supporting dome |
-
2009
- 2009-12-15 JP JP2009283552A patent/JP4863231B2/en active Active
-
2010
- 2010-12-14 BR BR112012014667A patent/BR112012014667A2/en not_active IP Right Cessation
- 2010-12-14 CN CN2010800572655A patent/CN102667020A/en active Pending
- 2010-12-14 WO PCT/JP2010/072447 patent/WO2011074562A1/en active Application Filing
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04285243A (en) * | 1991-03-14 | 1992-10-09 | Natl House Ind Co Ltd | Ridge structure |
| JPH07224464A (en) * | 1994-02-14 | 1995-08-22 | Iguchi Sekkei Kk | Triangle panel with small triangular assemblies, dome with panel, and dome constructing method |
| JPH09158312A (en) * | 1995-12-07 | 1997-06-17 | Yamon Seki | Skeleton of building and assembling method for the same |
| US20080066393A1 (en) * | 2006-09-14 | 2008-03-20 | Bradford Tyler Sorensen | Instant, pre-tensioned, tool free, polyhedral, enclosure construction system |
| CN1975059A (en) * | 2006-09-28 | 2007-06-06 | 中国水电顾问集团贵阳勘测设计研究院 | Oblique crossing inclined grid steel-concrete hollow sandwich mesh-like wagon shell and arched roof structure |
| CN101255749A (en) * | 2008-03-21 | 2008-09-03 | 河南大学 | Rectangle plane net shell structure and rectangle plane string supporting dome |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965159A (en) * | 2017-12-10 | 2018-04-27 | 柳州市雅泰活动板房厂 | The flashing member on movable plank house roof |
Also Published As
| Publication number | Publication date |
|---|---|
| BR112012014667A2 (en) | 2016-04-05 |
| JP4863231B2 (en) | 2012-01-25 |
| WO2011074562A1 (en) | 2011-06-23 |
| JP2011127271A (en) | 2011-06-30 |
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Application publication date: 20120912 |