CN101605945A - Dome type structure - Google Patents
Dome type structure Download PDFInfo
- Publication number
- CN101605945A CN101605945A CNA2007800482784A CN200780048278A CN101605945A CN 101605945 A CN101605945 A CN 101605945A CN A2007800482784 A CNA2007800482784 A CN A2007800482784A CN 200780048278 A CN200780048278 A CN 200780048278A CN 101605945 A CN101605945 A CN 101605945A
- Authority
- CN
- China
- Prior art keywords
- wall components
- dome type
- type structure
- main wall
- components
- 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.)
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Links
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 claims description 15
- 239000011505 plaster Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 235000004652 Tilia americana var heterophylla Nutrition 0.000 description 1
- 241001473881 Tilia caroliniana subsp. heterophylla Species 0.000 description 1
- 241000700647 Variola virus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002952 polymeric resin Substances 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
Images
Classifications
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- 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
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34331—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/005—Modulation co-ordination
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
-
- 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
-
- 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
Abstract
A kind of dome type structure is disclosed, this structure comprises: main wall components (10), form the part of four walls and ceiling, each main wall components is provided with lower end and upper end, the lower end is fixed to ground or is embedded to underground along each of four direction, the upper end is according to the central bend of dome shape towards the top of described structure, so that two edges of the upper end of adjacent main wall components contact with each other; Angle wall components (20) is arranged on the place, four angles of the described structure between the adjacent main wall components (10), so forms the dome type angle; Centre ceiling parts (30), sealing is formed on the hole at ceiling place by four main wall components of connection (10), makes the centre ceiling parts contact the upper surface of main wall components (10), thereby assembles simply and fastly and decompose.
Description
Technical field
The present invention relates to a kind of dome type structure, more particularly, relate to a kind of like this dome type structure, wherein, the main wall components that forms the part of four walls and ceiling is separately made with the angle wall components that forms the angle, assembling each other then, assembling simply and fastly and to decompose described dome type structure, the quantity of main wall components change make dome type structure wall the length elongation and shorten, thereby change the size of the inner space of dome type structure, therefore, the inner space of various sizes is provided.
Background technology
Usually, dome refers to the hemispherical roof, that is, and and inverted bowl-type roof.Structure with above shape is known as dome type structure, and it covers the top in circular stadium (for example, baseball place or Association football place).
This traditional dome type structure was applied in the building in Middle Ages, for example, and Ace base rub igloo and Africanized bee tree house.In the method that is used for building traditional dome type structure, use steel concrete or polygonal building frame, and carry out repeatedly reconstruct (reconstructed).Recently, use solid framework or make air and can be injected into wherein structure, and air is injected in the described structure, thereby build dome type structure.
But, in these traditional dome type structures, be fixed usually owing to form the framework of the global shape of described structure, therefore can not increase the interior zone of described dome type structure.In addition, if the interior zone of described dome type structure is increased, then dome type structure is partly destroyed then and is rebuild, the new dome type structure of perhaps other construction, thus need high time and cost of bearing, and feasible construction difficulty, therefore, can not easily use.Dome type structure by the manufacturing of air method for implanting be suitable in be used in isometric time or short time, but there are many problems, for example, be difficult to change the size of structure, and structure maintenance and be restricted at the application of the inside/outside decorative material of building.
Summary of the invention
Technical problem
Therefore, consider the problems referred to above and propose the present invention, an object of the present invention is to provide a kind of dome type structure, wherein, the main wall components that forms the part of four walls and ceiling is made respectively and is assembled each other with the angle wall components that forms the angle, thereby assemble simply and fastly and decompose dome type structure, the quantity of main wall components change make dome type structure wall the length elongation and shorten, thereby the size in the space in the change dome type structure, therefore, the interior space of various sizes is provided.
Technical scheme
According to an aspect of the present invention, can realize above-mentioned and other purpose by a kind of dome type structure is provided, described dome type structure comprises: main wall components, form the part of four walls and ceiling, each main wall components is provided with lower end and upper end, the lower end is fixed to ground or is embedded to undergroundly along each of four direction, and the upper end is according to the central bend of dome shape towards the top of described structure, so that two edges of the upper end of adjacent main wall components contact with each other; The angle wall components is arranged on the place, four angles of the described structure between the adjacent main wall components, so forms the dome type angle.
Beneficial effect
The main wall components that forms the part of four walls and ceiling by assembling is finished dome type structure of the present invention with the angle wall components that forms the angle, described main wall components and angle wall components are made respectively, thereby it is simple and assemble apace and decompose, therefore, be built as simple and easy factory or dormitory apace.
In addition, because the change of the quantity of main wall components, therefore, the length of dome type structure is extended and is shortened, and the size of the inner space of dome type structure can change, thereby economical and have a multiple structure, therefore, provide various convenient factory and dormitory with various inner spaces.
In addition, dome type structure has the outstanding structural performance of distributed load equably, thereby can reduce the weight of the various load support unit of framework.
Description of drawings
By the detailed description of carrying out below in conjunction with accompanying drawing, above and other objects of the present invention, characteristics and other advantage will become easier to understand, wherein:
Fig. 1 is the phantom drawing of dome type structure according to an embodiment of the invention;
Fig. 2 is the decomposition diagram of the dome type structure of embodiment according to the present invention;
Fig. 3 is the state phantom drawing of the dome type structure of embodiment according to the present invention, and wherein, the outer wall reinforcement material is applied to the outer wall surface of described dome type structure;
Fig. 4 is the phantom drawing of dome type structure according to another embodiment of the invention;
Fig. 5 is the phantom drawing of dome type structure according to still another embodiment of the invention.
The specific embodiment
Now, describe the preferred embodiments of the present invention with reference to the accompanying drawings in detail.
To shown in Figure 5, dome type structure according to the present invention comprises as Fig. 1: main wall components 10 forms the part of four walls and ceiling; Angle wall components 20 is separately positioned on the corner between the adjacent main wall components 10; Centre ceiling parts 30, hole 5 sealings that will form at the ceiling place by connecting main wall components 10.
The main wall components 10 that forms the part of four walls of dome type structure and ceiling has the shape of rectangular bend plate, its lower end is fixed to ground or buries underground, its upper end according to dome shape (promptly, a shape of/4th according to the round tube of radially being divided) towards the central bend on the top of dome type structure, so that the edge of the upper end of two adjacent main wall components 10 contacts with each other, form hole 5 with central authorities at the ceiling of described dome type structure.
Here, zigzag copulational protuberance 10a is formed on each of two side surfaces of main wall components 10, so that described zigzag copulational protuberance 10a can engage with the zigzag copulational protuberance 20a of a corresponding angle wall components 20.
Described zigzag copulational protuberance in addition, can on each of the upper surface of main wall components 10, form the zigzag copulational protuberance, so that can engage with the zigzag copulational protuberance of the corresponding side surface of centre ceiling parts 30.
Aperture of door 11 passes any one main wall components 10 and forms, and the door 12 that can be opened and closed is connected to aperture of door 11.In addition, fenestra 13 passes any one main wall components 10 and forms, and the window 14 that can be opened and closed is connected to fenestra 13.
What have that the door 12 and the main wall components 10 of window 14 utilize lightweight materials (for example, expanded polystyrene (EPS), gas concrete, gypsum, silicon etc.) here, is molded as or utilizes being molded as of heavy amount material (for example, concrete, polymer resin, curing materials etc.).
According to another embodiment of the present invention, as shown in Figure 4, a plurality of main wall components 10 are arranged along the wall direction of unanimity, thereby form the rectangle dome type structure.Though do not illustrate, can arrange a plurality of main wall components 10 in each of four wall directions.
The angle wall components 20 that is separately positioned on four corners of the dome type structure between the adjacent main wall components 10 has the shape of Triangular Bending Plate, and it has sharp-pointed upper end, and has 1/4th semi-spherical shape, thereby forms the dome type angle.
Each be manufactured to one of angle wall components 20.But in the present invention, each of angle wall components 20 comprises that being set to a pair of first jiao of wall components 22 with same structure and 24, the first jiaos of wall components 22 of second jiao of wall components and second jiao of wall components 24 is separated from each other by center line.
Here, zigzag copulational protuberance 20a is formed on each of both side surface of angle wall components 20, so that described zigzag copulational protuberance 20a can engage with the zigzag copulational protuberance 10a of a corresponding main wall components 10.
According to still another embodiment of the invention, as shown in Figure 5, first jiao of wall components and second jiao of wall components form as one with adjacent main wall components respectively, thereby form connecting wall parts 50.
More particularly, centre ceiling parts 30 comprise housing 32 and the transparency window 34 that is installed in the housing 32.
Here, the zigzag copulational protuberance (not shown) that engages with zigzag copulational protuberance on the upper surface that is formed on main wall components 10 can be formed on the external surface of housing 32.
In addition, be provided for strengthening the outer wall reinforcement material 40 or 42 (with reference to Fig. 1 and Fig. 3) of the outer wall of main wall components 10.
Outer wall reinforcement material 40 can be pottery (ceramic) or a plaster (mortar), and outer wall reinforcement material 40 is applied to the outer wall of main wall components 10 according to appointed thickness, and the thickness of outer wall reinforcement material 40 is preferably in the scope of 0.5~1.5mm.In addition, outer wall reinforcement material 42 can be the net with grid structures, and outer wall reinforcement material 42 is embedded in the main wall components 10.
Net in being embedded in main wall components 10 is used as under the situation of outer wall reinforcement material 42, and the thickness of main wall components 10 is preferably in the scope of 1~10cm.
In addition, the securing bracket (not shown) that can suitably select above-mentioned connection to need.
Below, will process that make above-mentioned dome type structure of the present invention be described.
At first, a plurality of main wall components 10 of each of four walls of formation is disposed in corresponding position.
Here, the lower end of main wall components 10 is fixed to floor or ground, perhaps is embedded in floor or below ground to fix main wall components 10 more firmly.
When finishing as described above when arranging main wall components 10, angle wall components 20 is arranged on bight between the main wall components 10, therefore, finish the outline of dome type structure, described outline setting is passed in hole 5.
Here, main wall components 10 and angle wall components 20 at first connect by zigzag copulational protuberance 10a on the both side surface that is formed on main wall components 10 and the joint that is formed between the zigzag copulational protuberance 20a on the both side surface of angle wall components 20.Then, under above state, main wall components 10 utilizes the fastening unit (for example, screw bolt and nut) that separates to be permanently connected with angle wall components 20.
Then, centre ceiling parts 30 are connected to hole 5, therefore finish dome type structure of the present invention.
In order to protect the outer wall of dome type structure, according to 1mm or (preferably, be the outer wall that 0.5~1.5mm) thickness is applied to outer wall reinforcement material 40 (for example, pottery or plaster) dome type structure greatlyyer.
As substituting of the outer wall reinforcement material 40 of the outer wall that is applied to dome type structure, imbed the outer wall that cancellated outer wall reinforcement material 42 is used to strengthen dome type structure that has in the main wall components 10.
In order to change the size of dome type structure, main wall components 10, angle wall components 20 and being connected of centre ceiling parts 30 are released, then, also provide the extra main wall components 10 that is required with the space that occupies desired region, and extra main wall components 10 fits together with existing parts 10,20 and 30.Therefore, can make up new rectangle dome type structure simply and fastly.
As mentioned above, each parts of dome type structure of the present invention are all suitably made, and only by using a spot of manpower and equipment just can assemble simply in construction site.Then, therefore complete step, finishes dome type structure.
Applicability on the industry
Be clear that from the above description dome type structure of the present invention will be by forming four walls and smallpox The angle wall components at the main wall components of the part of plate and formation angle is assembled and is finished, described main wall components, Ceiling and angle wall components are manufactured separately, thereby simply and fastly assembled and decomposition is therefore, fast Be constructed to simple and easy factory or dormitory fastly.
In addition, because the change of the quantity of main wall components, so the elongation of the length of the wall of dome type structure and contracting Short, dome type structure can change the size of inner space, thereby economical and have various structures, therefore, Multiple factory and the dormitory of making things convenient for various interior spaces is provided.
In addition, dome type structure has the equably structural behaviour of the excellence of spread loads, thereby can subtract The weight of the various load support unit of small frame.
Claims (13)
1, a kind of dome type structure comprises:
Main wall components, form the part of four walls and ceiling, each main wall components is provided with lower end and upper end, the lower end is fixed to ground or is embedded to underground along each of four direction, the upper end is according to the central bend of dome shape towards the top of described structure, so that two edges of the upper end of adjacent main wall components contact with each other;
The angle wall components is arranged on the place, four angles of the described structure between the adjacent main wall components, so forms the dome type angle.
2, dome type structure as claimed in claim 1 also comprises: the centre ceiling parts, sealing is by connecting the hole that main wall components is formed on the ceiling place, so that the centre ceiling parts contact the upper surface of main wall components.
3, dome type structure as claimed in claim 2, wherein, the centre ceiling parts comprise housing and the transparency window that is installed in the housing.
4, as each the described dome type structure among the claim 1-3, wherein, each angle wall components comprises first jiao of wall components and second jiao of wall components of the paired setting with same structure, and described first jiao of wall components and second jiao of wall components are separated from each other by center line.
5, dome type structure as claimed in claim 4, wherein, described first jiao of wall components and second jiao of wall components form one with adjacent main wall components respectively.
6, as each the described dome type structure among the claim 1-3, wherein, a plurality of main wall components are arranged along the wall direction of correspondence.
7, as each the described dome type structure among the claim 1-3, wherein, aperture of door passes any one main wall components and forms, and the door that can be opened and closed is connected to described aperture of door.
8, as each the described dome type structure among the claim 1-3, wherein, fenestra passes any one main wall components and forms, and the window that can be opened and closed is connected to described fenestra.
9, as each the described dome type structure among the claim 1-3, wherein, on each of the side surface of main wall components and angle wall components, form the zigzag copulational protuberance, so that the zigzag copulational protuberance joint of the zigzag copulational protuberance of each of the side surface of winner's wall components and the side surface of a corresponding angle wall components.
10,, also comprise the outer wall reinforcement material of the outer wall surface that is used to strengthen main wall components as each the described dome type structure among the claim 1-3.
11, dome type structure as claimed in claim 10, wherein, the outer wall reinforcement material is to be applied to pottery or plaster on the outer wall surface of main wall components according to appointed thickness.
12, dome type structure as claimed in claim 11, wherein, the thickness of outer wall reinforcement material is in the scope of 0.5~1.5mm.
13, dome type structure as claimed in claim 10, wherein, the outer wall reinforcement material is the net of imbedding in the main wall components with network.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020060133326A KR100751224B1 (en) | 2006-12-26 | 2006-12-26 | Easy extension method for dome shape construction |
KR10-2006-0133326 | 2006-12-26 | ||
KR1020060133326 | 2006-12-26 | ||
PCT/KR2007/006587 WO2008078894A1 (en) | 2006-12-26 | 2007-12-17 | Dome type structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101605945A true CN101605945A (en) | 2009-12-16 |
CN101605945B CN101605945B (en) | 2011-11-30 |
Family
ID=38012207
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2007800482784A Expired - Fee Related CN101605945B (en) | 2006-12-26 | 2007-12-17 | Dome type structure |
Country Status (5)
Country | Link |
---|---|
US (1) | US20100313490A1 (en) |
JP (1) | JP5005040B2 (en) |
KR (1) | KR100751224B1 (en) |
CN (1) | CN101605945B (en) |
WO (1) | WO2008078894A1 (en) |
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2006
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-
2007
- 2007-12-17 US US12/521,419 patent/US20100313490A1/en not_active Abandoned
- 2007-12-17 CN CN2007800482784A patent/CN101605945B/en not_active Expired - Fee Related
- 2007-12-17 WO PCT/KR2007/006587 patent/WO2008078894A1/en active Application Filing
- 2007-12-17 JP JP2009541232A patent/JP5005040B2/en not_active Expired - Fee Related
Cited By (7)
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CN103620129A (en) * | 2011-11-04 | 2014-03-05 | 沈相辅 | Domed structure |
WO2015003579A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发(重庆)有限公司 | High-precision and load-resisting integral shear wall |
WO2015003575A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发(重庆)有限公司 | Modular building with high bearing performance and capable of being produced in industrialized manner and assembled and disassembled rapidly |
CN106013262A (en) * | 2016-05-24 | 2016-10-12 | 李晓平 | Civil engineering and archaeology combined archaeology correlation method in mercury environment |
CN106703181A (en) * | 2017-02-24 | 2017-05-24 | 山东滨港多咪新材料科技有限公司 | House body assembly structure and house |
CN108193776A (en) * | 2018-01-24 | 2018-06-22 | 广西科技大学鹿山学院 | A kind of multifunctional intelligent connected buildings |
CN108193777A (en) * | 2018-02-25 | 2018-06-22 | 陈贵 | Spliced dome room |
Also Published As
Publication number | Publication date |
---|---|
KR100751224B1 (en) | 2007-08-23 |
KR20070011210A (en) | 2007-01-24 |
US20100313490A1 (en) | 2010-12-16 |
CN101605945B (en) | 2011-11-30 |
JP2010512477A (en) | 2010-04-22 |
JP5005040B2 (en) | 2012-08-22 |
WO2008078894A1 (en) | 2008-07-03 |
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