CN101415891B - Honeycomb building tectosome - Google Patents
Honeycomb building tectosome Download PDFInfo
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- CN101415891B CN101415891B CN2007800009964A CN200780000996A CN101415891B CN 101415891 B CN101415891 B CN 101415891B CN 2007800009964 A CN2007800009964 A CN 2007800009964A CN 200780000996 A CN200780000996 A CN 200780000996A CN 101415891 B CN101415891 B CN 101415891B
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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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
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
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Abstract
An architectural honeycomb structure exhibiting strong aseismatic resistance and wind pressure resistance and suitable for high-rise and super high-rise buildings,is provided. The architectural honeycomb structure (101, 102) bonding a plurality of frame units in the shape of honeycomb comprises a compound truss unit (20) which is a frame unit arranged to include one vertex of a hexagonal lattice (h) constituting a standing virtual honeycomb shape (H) and formed to have a hexagonal contour, a means for bonding two adjoining compound truss units such that the bonding surface (4), i.e. the outer circumferential surface corresponding to every other side of hexagon in the compound truss units, is located on the side of the hexagonal lattice of virtual honeycomb shape to intersect the side, and a first hexagonal opening (w) surrounded by six composite truss units.
Description
Technical field
The present invention relates to based on hexagonal grid being connected into cellular the imaginary honeycomb shape that constitutes by configuration and engage the building structure that a plurality of frame units form.
Background technology
In the past, generally be the rigid structures that right cylinder and horizontal beam is connected into the space lattice shape as high-rise or high-rise building structure.Yet, in the general rigid structures of this kind, between whole pillars, have beam, therefore there be the shortcoming more to inner design limitations.Relative therewith, utilize the barrel structure that constitutes at the post of the periphery of building configuration and beam that it is connected, do not have post and beam in inside and be easy to guarantee the space.Therefore, barrel structure has the bigger advantage of degree of freedom in the design.In addition, the building of barrel structure, bulk deformation are tubulose thereby are described as shock resistance that wind resistance is good.
Even in barrel structure, generally also be that the quadrangle grid that is made of right cylinder and horizontal beam is connected into plane rigid construction (patent documentation 1,2).In addition, to form two dimension as unit lattice be plane structure for also known handlebar triangle or hexagon.
From just knowing a long time ago, it is firm that hexagonal grid is connected into cellular ojosa.As the suitable example of the barrel structure of hexagonal grid, exist horizontal direction to connect hexagonal grid and form ojosa, and vertical direction is the structure (patent documentation 3) that connects with right cylinder.Yet patent documentation 3 described structures do not have ojosa in vertical plane.
In addition, proposing have at curved surface in the non-patent literature 1 is the building that is provided with cellular steel member on the top layer.Yet the inside of this building is supported by other pillar.In addition, the cellular steel member on the top layer is not the hexagonal grid that connects same shape with uniform equilibrium state, the linear structure that each limit of grid neither be general (post, beam etc.).
Recently, for barrel structure the applicant's the patent documentation 4 and the honeycomb building tectosome of non-patent literature 2 have been proposed.Be by the hexagonal grid rigidity being combined into the cellular barrel structure that forms in this building structure.In such barrel structure, beam is not to connect in the horizontal direction, and post also is to connect into zigzag batter post all.Such ojosa has the advantage that is easy to the power that building is applied from all directions is converted to the axle power of beam or post.In addition, by the rigidity of ojosa, only just can guarantee the stability and the shock resistance of the structure of whole building by barrel structure.From the result that structure is resolved, the barrel structure that can confirm ojosa is compared with the barrel structure of general rigid construction, and the distortion for identical level load and the stress of moment of flexure are less.In other words, under situation about guaranteeing with respect to the patience of the stress of the distortion of same amount and moment of flexure, ojosa, Comparatively speaking beam and column can be thinner with general rigid construction.In addition,, also full intensity can be realized, therefore inner space freely can be guaranteed fully even do not add competent structure in the inside of barrel structure.
On the other hand, connect the lattice construction of leg-of-mutton unit lattice, not equal to barrel structure is more commonly used as the dome structure of patent documentation 5.
Patent documentation 1: Japanese kokai publication hei 7-197535 communique
Patent documentation 2: TOHKEMY 2004-251056 communique
Patent documentation 3: Japanese kokai publication hei 9-60301 communique
Patent documentation 4: No. 3811708 communique of Japan Patent
Patent documentation 5: TOHKEMY 2000-144909 communique
Non-patent literature: " building Building コ Application ペ テ ィ シ ョ Application Election collection " ス ザ Application ヌ ス テ ィ one Block Application ス administration, the abundant sub-Breakdown of going down the hill, capable, the capable institute of development of development on December 1st, 2004: the ェ of Co., Ltd. Network ス Na レ ッ ジ, P.137 グ ラ ゥ Application De ゼ ロ regeneration ヘ beginning Move ニ ュ one ョ one Network WTC Trace.
Non-patent literature 2: " HONEYCOMBTUBE ARCHITECTURE-Ha ニ カ system チ ュ one Block the is built Building " Knitting of HTA research association collection, capable, the capable institute of development of development on December 10th, 2006: Co., Ltd. newly builds Building society.
Comparing with structure based in the past general rigid construction based on the structure of the ojosa that proposes at patent documentation 4, has such advantage, that is, the stress of distortion in the former summit of hexagonal grid and moment of flexure is less than the distortion in the summit of the latter's quadrangle grid and the stress of moment of flexure.
Yet, if from the structure of ojosa itself, the stress maximum of moment of flexure in the summit of hexagonal grid, there is flex point (being zero stress) in the middle body on the limit.For example, construct in that prismatic linear structure is engaged under the situation of structure of ojosa, apex portion that we can say hexagonal grid is with a little less than other parts are compared.
Summary of the invention
The objective of the invention is to, providing by the structure of further raising ojosa is the good characteristic of building structure, firm building structure for shock resistance and wind resistance.Particularly, purpose is to provide and is suitable for high level, high-rise building structure.
(1), be to be bonded into a plurality of frame units cellular and to form according to building structure of the present invention.In a mode of building structure of the present invention, one of frame unit is the composite roof truss unit, is configured to comprise in inside a summit of the hexagonal grid of erectting the imaginary honeycomb shape that is provided with.At this, " frame unit " is, a plurality of linear structure assemblings formed the architectural construction member of one.In addition, the notion of " imaginary honeycomb shape " is, itself does not have the entity of physics, for the frame unit of the position of stipulating each frame unit and adjacency each other the position relation and imagination.It is the expansion (be not only the plane and also comprise curved surface) that hexagonal grid connects into cellular two dimension that the imagination honeycomb shape has unit lattice.
A composite roof truss unit possesses a plurality of linear structures and has hexagonal gabarit shape.In addition, the shape of " hexagon " in this manual, " pentagon " and " triangle " all is meant the shape when imaginary honeycomb shape is seen in the front.
This composite roof truss unit is to be the mating face with the corresponding outer peripheral face in limit with one at hexagonal interval.Each mating face is positioned on the limit of hexagonal grid of imaginary honeycomb shape and with its limit and intersects.And two adjacent composite roof truss unit make each mating face put toward each other and be bonded with each other.
Be formed with six first peristomes that the composite roof truss unit is surrounded that dispose by respectively on six summits of hexagonal grid.The shape of first peristome is a hexagon.
(2) embodiment of the composite roof truss unit in the mode of above-mentioned (1) is bonded with each other three jack truss unit and forms.Each jack truss unit possesses three limit members and has pentagonal gabarit shape.That is, the gabarit shape is by three pentagonal jack truss unit are assembled, thereby the gabarit shape can form hexagonal composite roof truss unit.In addition, in a jack truss unit, be formed with leg-of-mutton second peristome that is surrounded by three limit members.
(3) another embodiment of the composite roof truss unit in the mode of above-mentioned (1) possesses the three fork-shaped members that extend from three directions of mind-set wherein, three limit members that are connected each other with each front end with this three fork-shapeds member.Thus, a composite roof truss unit forms hexagonal gabarit shape.In addition, be formed with by three fork-shaped members and leg-of-mutton second peristome that the limit member is surrounded.
(4) in the mode of above-mentioned (2) or (3), also can embed panel member at one or more above-mentioned second peristome.
(5) in another mode of the present invention, imagine the first and second imaginary honeycomb shape, this two-layer imaginary honeycomb shape is that the same shape and the setting that is parallel to each other are provided with.
For the first imaginary honeycomb shape, one of frame unit is the summit that truss element is configured to comprise in inside hexagonal grid.A truss element possesses three limit members and has hexagonal gabarit shape.With with truss element in the corresponding outer peripheral face in limit at one at hexagonal interval be the mating face.The mating face is positioned on the limit of hexagonal grid of the first imaginary honeycomb shape and with its limit and intersects.And two adjacent truss elements make each mating face put toward each other and be bonded with each other each other.
In addition, for the second imaginary honeycomb shape, in another i.e. three fork-shaped unit of an apex configuration frame unit of hexagonal grid.At this moment, three fork-shaped unit is centered close to the summit.Three fork-shaped unit possess the therefrom pin member of three directions extensions of mind-set.With the front end face of the pin member in the three fork-shaped unit as the mating face.The mating face is positioned on the limit of hexagonal grid of second imaginary honeycomb shape and with the limit and intersects.And two three adjacent fork-shaped unit make each mating face put toward each other and be bonded with each other.
Being bonded with each other by first ojosa that constitutes at a plurality of truss elements that engage on the first imaginary honeycomb shape and second ojosa that constitutes by a plurality of three fork-shaped unit that on the second imaginary honeycomb shape, engage.
Be formed with six first peristomes that truss element surrounded by the hexagonal grid that is configured in the first imaginary honeycomb shape.The shape of first peristome is a hexagon.
(6) in other mode of the present invention,, replace above-mentioned three fork-shaped unit for the second imaginary honeycomb shape in the mode of above-mentioned (5), and to dispose hexagonal cells with the overlapping mode of the hexagonal grid of the second imaginary honeycomb shape.Hexagonal cells is made of six limit members.Hexagonal cells is the mating face with the outer peripheral face (with respect to the vertical face of the second imaginary honeycomb shape) of each limit member.The position on each mating face, consistent with each limit of hexagonal grid of the second imaginary honeycomb shape.And two adjacent hexagonal cells make each mating face put toward each other and be bonded with each other.
(7) for the first imaginary honeycomb shape of the mode of above-mentioned (5) or (6) and in the one or more truss elements that dispose, also can in leg-of-mutton second peristome that is surrounded by three limit members, embed panel.
(8) in other mode of the present invention, also can in the mode of above-mentioned (5) or (6), be replaced into the truss element in above-mentioned first ojosa other frame unit.Other frame unit is the composite roof truss unit, and forms hexagonal gabarit shape by three jack truss unit are bonded with each other, and each jack truss unit possesses three limit members and has pentagonal gabarit shape.And each jack truss unit possesses leg-of-mutton second peristome that is surrounded by three limit members.
(9) in other mode of the present invention, also can in the mode of above-mentioned (5) or (6), be replaced into the truss element in above-mentioned first ojosa other frame unit.Other frame unit is the composite roof truss unit, and the three fork-shaped members that extend by mind-set three directions therefrom with each front end of this three fork-shapeds member three limit members connected to one another are formed hexagonal gabarit shape.And the composite roof truss unit possesses by three fork-shaped members and leg-of-mutton second peristome that this limit member is surrounded.
(10) in other mode of the present invention, dispose composite class in the mode on a summit including the hexagonal grid of erectting the imaginary honeycomb shape that is provided with in inside and close doubtful hexagon) like hexagonal cells (Complex.This composite class is like hexagonal cells, is being that the mode that star becomes similar hexagonal gabarit shape forms by four little hexagonal cells are bonded with each other." star " is to be the center with a little hexagonal cells, engages the shape of other three little hexagonal cells betwixt on one limit respectively radially.In addition, in that little hexagonal cells engages under the situation of star four, exterior feature is formed with recess in shape outside, yet when connecting the outermost profile if ignore these recesses, it is shaped as hexagon.Therefore, the gabarit shape with this frame unit is called " similar " hexagon.
Being the mating face like the corresponding outer peripheral face in one side of the little hexagonal cells on the gabarit of hexagonal cells with being arranged in this composite class.And, this mating face be positioned on the limit of hexagonal grid of imaginary honeycomb shape and with the mode that the limit intersects, two adjacent composite class are engaged each other like hexagonal cells.
In addition, in the space that is surrounded like hexagonal cells by six composite class on the hexagonal grid that is disposed at imaginary honeycomb shape, embedding has the big hexagonal cells that is made of six limit members, and engages like hexagonal cells with each composite class.In the big hexagonal cells peristome that is surrounded by six limit members is arranged.
(11) also can be in the mode of above-mentioned (10), one or more composite class are replaced into the panel member with identical gabarit shape like one in the hexagonal cells, two or three little hexagonal cells.
(12) also can save one or more composite class and form vacancy portion by in the mode of above-mentioned (10) or (11) like the little hexagonal cells of the central authorities in the hexagonal cells.
(13) in above-mentioned each mode, disposing under the situation of panel member, be preferably honeycomb building tectosome relatively below dispose panel member than relative upper section in the part denselyr.
(14) in each above-mentioned mode, being preferably the linear structure that constitutes frame unit is steel.
(A) in the present invention, being configured in the composite roof truss unit (frame unit) on summit of the hexagonal grid of imaginary honeycomb shape, having hexagonal gabarit shape, is the mating face with the corresponding outer peripheral face in limit with interval.And adjacent composite roof truss unit makes the mating face put toward each other and engage on the limit of hexagonal grid.Thus, in the face of imaginary honeycomb shape, fill and dispose a plurality of composite roof trusses unit, and those composite roof truss unit are engaged to cellular, thereby form ojosa.As stated in the Background Art, ojosa itself with compare firmer with quadrangle as the general rigid construction in the past of unit cell.Ojosa is being applicable under the situation of periphery barrel structure, can guaranteeing the stability and the shock resistance of the structure of whole building as high-rise and high-rise main frame.In addition, can reduce the member amount, can the reduction of erection time, and can guarantee the advantage of inner space freely in addition.
(B) the invention is characterized in the composite roof truss unit is arranged in the apex configuration of the hexagonal grid of imaginary honeycomb shape.The composite roof truss unit has lattice construction and has the expansion of two dimension.Therefore, around the summit of hexagonal grid, form bigger rigid region." rigid region " is meant following zone, promptly, for example under post or the such linear structure of beam intersect each other the situation of fork (perhaps under the situation of mounting rail on the post), has separately the zone that these linear structures of the sectional area of regulation overlap each other, rigidity is maximum in this tectonic framework, and does not produce the zone of distortion substantially.In the present invention, the composite roof truss whole unit that is configured in the summit of hexagonal grid is almost rigid region.Relative therewith, as above-mentioned patent documentation 4, disposed under the situation of prismatic linear structure on each limit of hexagonal grid, only the zone that prismatic linear structure overlaps each other in the summit is a rigid region.Compare with the situation of this patent documentation 4, the rigid region around the summit is enlarged extraordinarily in the present invention.In the present invention, the sectional area of the reality of composite roof truss unit is, the mating face that is arranged on the limit of hexagonal grid is minimum, along with become big near the summit.
Around the summit of hexagonal grid, form bigger rigid region, particularly, in engaging dull and stereotyped building, have advantage in the position on the limit of the level in the hexagonal grid of imaginary honeycomb shape.At this moment, be formed with rigid region on every side at dull and stereotyped junction surface, thereby become firm especially building structure with ojosa of the present invention.
As mentioned above, in ojosa, the distortion in the summit of hexagonal grid and the stress of moment of flexure are compared greatly with other parts.Therefore, enlarge summit rigid region on every side,, more help the raising of ojosa whole rigidity and intensity than strengthening each limit middle body.That is,, can apply and separately corresponding rigidity and the intensity of stress for bigger part of the stress in ojosa and less part.Because specific stress is less mutually with the summit on the top, limit (particularly middle body) of hexagonal grid, therefore is preferably mating face each other, composite roof truss unit is set.Also can adjust rigidity according to the concrete formation of composite roof truss unit (for example, constituting the configuration, quantity of a plurality of linear structures of composite roof truss unit and/or thickness etc.).
Like this,, can improve near the summit more weak relatively in ojosa rigidity, therefore, can improve building structure whole rigidity and intensity according to required degree according to the present invention.This result can realize high level and the suitable building structure with good shock resistance and wind resistance of super high rise building.In addition, the higher vibration of building of rigidity is stronger rock less so livability higher.
(C) in the present invention, the frame unit of formation ojosa is formed by a plurality of linear structures.Linear structure can utilize general engagement means to connect under the situation of using any material, thereby application property is better.Particularly linear structure is steel, thereby can to utilize general unit construction method be suitable.
(D) in addition, in the present invention, each of the imaginary honeycomb shape of the two-layer same shape that is provided with for parallel setting also can dispose variform frame unit respectively and engages.For example, at first floor configuration truss element, be cellular and dispose three fork-shaped unit and engage at the second layer.Again for example, at first floor configuration truss element,, and engage to cellular in second layer configuration hexagonal cells.Form first ojosa at first floor thus, form second ojosa at the second layer.In addition, again this first and second ojosa is bonded with each other.Therefore, when being counted as combination cellular structure by incorporate two-layer ojosa, with the situation that around the summit of the hexagonal grid of an imaginary honeycomb shape, forms bigger rigid region be equivalent.
(E) in addition, in the present invention, also can embed panel member to the peristome in the inside that is present in various frame units.Frame unit by filling opening portion of panel member institute has improved rigidity and intensity.Thus, can adjust the rigidity of frame unit.Usually, in high level or super high rise building, past more lower floor load load becomes big more from the upper strata, thereby has accumulated stress.Therefore, dispose panel member more densely, can increase the rigidity and the intensity of below part by past more lower floor.This result, more stably support of buildings integral body.On the other hand, in the upper strata, by sparsely disposing panel member (perhaps not disposing), thus can lighting and can reduce quantity of material.Simultaneously can obtain opening widely.
(F) employed in the present invention various frame units can plant produced as the large unit member.Therefore, the qualitative control of the preservation of structure resume etc. also is easier to, so also can improve the reliability of the building of constructing for using these frame units.In addition, can carry out the dry construction method, therefore different with the wet construction method of monolithic reinforced concrete structure, can the reduction of erection time.Its result can reduce cost.
(G) according to honeycomb building tectosome of the present invention, compare feature with rigid construction in the past with diverse outward appearance, therefore the aesthetic appearance advantage of higher is arranged.
Description of drawings
Fig. 1 (a) roughly is illustrated in the front view that is extended to the part of planar ojosa in the embodiment of honeycomb building tectosome of the present invention.(b) be the lateral view of (a).
Fig. 2 (a)～(c) is the figure that represents each member of the ojosa in the pie graph 1 (a) respectively.
Fig. 3 is the schematic diagram of the relation of the ojosa of presentation graphs 1 (a) and imaginary honeycomb shape.
Fig. 4 (a) is the front view that roughly is illustrated in the part of the ojosa in another embodiment of honeycomb building tectosome of the present invention.(b) be the lateral view of (a).
Fig. 5 is the front view of the truss element of the ojosa in the expression pie graph 4 (a).
Fig. 6 (a) is the front view that roughly is illustrated in the part of the ojosa in another embodiment of honeycomb building tectosome of the present invention.(b) be the lateral view of (a).
Fig. 7 (a)～(c) is the figure of each member of the ojosa in the expression pie graph 6 (a).
Fig. 8 (a) is the front view that roughly is illustrated in the part of the ojosa in another embodiment of honeycomb building tectosome of the present invention.(b) be the lateral view of (a).
Fig. 9 is the front view of a member of the ojosa in the expression pie graph 8 (a).
Figure 10 is the front view that roughly is illustrated in the part of the ojosa in another embodiment of honeycomb building tectosome of the present invention.
Figure 11 (a)～(d) is the figure that expression constitutes each member of the ojosa among Figure 10.
Figure 12 (a)～(c) is the embodiment at the junction surface in the composite roof truss unit shown in the presentation graphs 2 (b).(a) be the stereogram of the part of the composite roof truss unit 20 shown in the presentation graphs 2 (b).(b) be the figure that is equivalent to the X cross section of (a), the junction surface of two composite roof truss unit of expression.(c) be the Y cross section enlarged drawing of (a).
Figure 13 (a)～(c) is another embodiment at the junction surface in the composite roof truss unit shown in Fig. 2 (b).(a) be the partial perspective view of the composite roof truss unit 20 shown in the presentation graphs 2 (b).(b) be the figure that is equivalent to the S cross section of (a), the junction surface of two composite roof truss unit 20 of expression.(c) be the T cross section enlarged drawing of (a).
1,2, the 3... outer peripheral face symbol description:; 4... outer peripheral face (mating face); 5... outer peripheral face (disengaged face); 10... jack truss unit; 11,21,22... limit member (steel); 20,30... composite roof truss unit; 40... truss element; 24,34,44,74... peristome; 25,35,45,75... panel member; 26... fish plate; 27,28... securing member; 50... three fork-shaped unit; 60... hexagonal cells; 70... little hexagonal cells; 76... vacancy portion; 80,81,82, the 83... composite class is like hexagonal cells; 90... big hexagonal cells; 101,102,103,104,105... honeycomb building tectosome; W... peristome; H, h1, h2... hexagonal grid; H, H1, H2... imagination honeycomb shape.
The specific embodiment
Below, with reference to the accompanying drawings embodiments of the present invention are described.
With reference to Fig. 1～Fig. 3, will an embodiment of honeycomb building tectosome of the present invention be described.Fig. 1 (a) roughly is illustrated in the front view that is extended to the part of planar ojosa in the honeycomb building tectosome 101 of the present invention.Fig. 1 (b) is the lateral view of Fig. 1 (a).What the GL among the figure represented is the face of land.Fig. 2 (a)～(c) is the figure of each member that represents the ojosa of pie graph 1 (a) respectively.Fig. 3 is the schematic diagram of the relation of the ojosa of presentation graphs 1 (a) and imaginary honeycomb shape.
At first, with reference to Fig. 3.In Fig. 3, dot the part of the imaginary honeycomb shape H that is straightened setting.In the example of Fig. 3, unit lattice is that hexagonal grid h disposes towards horizontal direction with bottom and upper segment.The shared each other limit of adjacent hexagonal grid h and connect into cellular.Hexagonal grid h can be a regular hexagon also, but is bilateral symmetry and symmetrical up and down at least.
" imaginary honeycomb shape " among the present invention is meant, has notional shape of the honeycomb pattern that hexagonal grid h two dimension is seamlessly repeated.That is, " imagination " is meant that this honeycomb shape is not to be made of the member with entity physically.The imagination honeycomb shape is the notion of setting for the ease of stipulating following position and position relation, promptly, in honeycomb building tectosome of the present invention, constitute the position relation each other of the frame unit of the position of frame unit of ojosa of entity and adjacency with physics.Therefore, imagination " imaginary honeycomb shape " is present in the real space in explanation of the present invention.
The imagination honeycomb shape is erect setting in vertical direction and is extended to planar basically.In addition, it is also in the present invention involved for the demand on designing the face of imaginary honeycomb shape only to be erect situation about being provided with the angle inclination of regulation from vertical direction." planar " is to comprise plane and curved surface shape (following identical).
In Fig. 3,, be expression peristome w at the hexagon that the middle body of hexagonal grid h is represented with solid line.Only represented a composite roof truss unit 20 in Fig. 3, it is the primary element of physical entity with building structure 101 of pie graph 1 (a)." composite roof truss " is that the stress that the portion of taking into account comprises a plurality of English trusses and domination has obtained the balance of axle power system (pressure and pulling force) because of the material that uses straight line forms, and therefore is called composite roof truss.The utilizable in the present invention various frame units in composite roof truss unit 20." frame unit " is to make a plurality of linear structure combinations and the architectural construction member of formation one.Material as frame unit is preferably reinforcing bar, if but identical other the material of shape is also passable.Material as other also can be steel-reinforced concrete, CFT, RC, PC, timber.In addition, also can use high-strength steel.Use the tectosome durability of high-strength steel good, be suitable as the skeleton that SI (skeleton filling) separates construction method.In the present invention, at the linear structure joint each other that frame unit comprised, perhaps in frame unit joint each other, use suitable engagement means according to separately material.The engagement means that is fit in each material is known (also identical in the mode of following other).
As shown in Figure 3, composite roof truss unit 20 is configured in the vertex v of hexagonal grid h.In this embodiment, the center 23 of composite roof truss unit 20 is consistent with the vertex v of hexagonal grid h.Comprise the mode of the vertex v of hexagonal grid h with portion within it, a composite roof truss unit 20 is configured on the imaginary honeycomb shape H." inside " is, the front is seen as the medial region that gabarit surrounds and the side is seen as the zone in the thickness range.Thus, around vertex v, form bigger rigid region by configuration truss element 20.
Imaginary honeycomb shape H shown in Figure 3 is also common notion in the embodiment of following other.
Refer again to Fig. 1.Each summit at the hexagonal grid h of imaginary honeycomb shape (only having dotted) disposes a composite roof truss unit 20 respectively.Two adjacent composite roof truss unit 20 are engaged with on the limit of hexagonal grid h each other, are preferably the central authorities that are engaged with the limit.This is because the central stress on the limit of hexagonal grid h is minimum.Mating face 4 intersects with the limit of hexagonal grid.By composite roof truss unit 20, can enlarge the summit rigid region on every side of hexagonal grid h, thereby improve the rigidity and the intensity of ojosa.
Can form the hexagonal peristome w that is surrounded by six composite roof truss unit 20 that are configured in hexagonal grid h.Yet the peristome w that has been cut off by ground G L is hexagonal half shape.
Composite roof truss unit 20 engages three jack truss unit and forms, and has three leg-of-mutton peristomes 24.In building structure 101, the relative part of below, embedding at a plurality of peristomes 24 of several combinations truss element 20 has panel member 25.These panel member 25 are along with the top from ojosa is embedded downwards densely.By using panel member 25 filling opening portions 24, improve the rigidity and the intensity of composite roof truss unit 20.Thus, along with the top from building structure 101 downwards can be corresponding with the stress of accumulation.
In the building structure 101 shown in Fig. 1 (a), be provided with under the dull and stereotyped situation, for example on the top of hexagonal grid h or following position, the end of flat board can be engaged with composite roof truss unit 20.When the position at the bottom and upper segment of whole hexagonal grid h is provided with under the dull and stereotyped situation, the height of one deck is 1/2nd of a hexagonal grid height.By will erectting ojosa and the dull and stereotyped engaged at end that is provided with, thus the rigidity of raising whole building and intensity (in the mode of following other too).
Fig. 2 (a) is that expression forms one figure in three jack truss unit 10 of a composite roof truss unit 20.Jack truss unit 10 is that three limit unit construction triangularities that are made of the limit member 11 of two weak points and long limit member 12 are formed in this embodiment.As shown in the figure, each limit member has the sectional area of regulation, and whole basically limit members are prismatic.Shown in front view, the gabarit shape of jack truss unit 10 (outermost gabarit) is a pentagon.Gabarit when generally speaking, three linear structures merely being combined as triangle is shaped as triangle.Yet under the situation of jack truss of the present invention unit 10, it is to cut away near the of two summits in leg-of-mutton three summits and the pentagonal gabarit shape that becomes five summits.Therefore, around jack truss unit 10, there are five outer peripheral faces 1,2,3,2,1.Inside in jack truss unit 10 is formed with leg-of-mutton peristome 14.
Shown in Fig. 2 (b), three jack truss unit 10 are bonded with each other forms a composite roof truss unit 20.The mating face of this moment is an outer peripheral face 1,1.In this embodiment, three jack truss unit 10 all are identical shaped.At this moment, the angle [alpha] that forms each other of two outer peripheral faces 1,1 shown in Fig. 2 (a) is 120 °.Shown in Fig. 2 (b), the gabarit shape of composite roof truss unit 20 is hexagons.Alternately dispose three long limits and three minor faces in this hexagon.Therefore, composite roof truss unit 20 around alternately be formed with the outer peripheral face corresponding 4 with minor face and with the corresponding outer peripheral face 5 in long limit.Outer peripheral face 4 is that two outer peripheral faces 2 with two jack truss unit 10 merge and become a plane.Therefore, outer peripheral face 1 shown in Fig. 2 (a) and outer peripheral face 2 angulation β are the right angle.The outer peripheral face 4 corresponding with minor face is the mating face with adjacent truss element 20.The outer peripheral face 5 corresponding with long limit is disengaged.
In addition, hexagonal minor face of composite roof truss unit 20 is arbitrarily with the length ratio on long limit.When increasing along with the difference of minor face and the length on long limit, then hexagon moves closer to triangle and mating face diminish (at this moment, the peristome w of Fig. 1 (a) becomes big) thereupon.On the other hand, during along with the diminishing of the difference of the length on minor face and long limit, then the mating face becomes greatly (at this moment, the peristome w of Fig. 1 (a) diminishes) to the hexagon assembly thereupon near regular hexagon.In " hexagon " of the gabarit shape of frame unit in the present invention, see from all being included near leg-of-mutton shape to approaching orthohexagonal shape in the front.
In addition, the hexagon of composite roof truss unit 20 need not certain geometric hexagonal important document that satisfies limit and six summits with six straight lines.So long as see that in the front can think whole gets final product for hexagon, approaching hexagonal shape substantially.Because it is various constituting the material of the linear structure of actual building structure, therefore, it is unpractical all satisfying correct geometric hexagonal element till the thin portion of gabarit shape.For example, also how much some produces concavo-convex situation in the concrete shape at the junction surface of suitably designing according to the material of using.In addition, forming the outer peripheral face of the limit member of gabarit shape, is not tabular surface but the situation of mild curved surface is also passable completely.In " hexagon " of the gabarit shape of frame unit in the present invention, also comprise the mode of so hexagonal distortion.This point, in the embodiment of following other too.
Shown in Fig. 2 (b),, possess from the center 23 three linear structures 21 that extend to three directions respectively and the front end that is connected each linear structure three linear structures 22 each other with 10 incorporate composite roof truss unit 20, three jack truss unit.In addition, the basic point of each linear structure 21 that will extend to three directions is called " " center ".By three the jack truss unit 10 of joint with shape, thereby the sectional area of linear structure 21 is the twice of the sectional area of linear structure 22.Have three leg-of-mutton peristomes 24 in the composite roof truss unit 20, yet these are peristomes 14 of original jack truss unit 10.
Fig. 2 (c) is the figure of expression panel member 25.Panel member 25 is to have and peristome 24 same thickness of composite roof truss unit 20 and the structure member of shape.
With reference to Fig. 4 and Fig. 5, other mode of honeycomb building tectosome of the present invention is described.Fig. 4 (a) is the front view that roughly is illustrated in the part of the ojosa in another embodiment of honeycomb building tectosome of the present invention.Fig. 4 (b) is the lateral view of Fig. 4 (a).Fig. 5 is the figure of truss element 30 of the ojosa of expression pie graph 4 (a).
In the mode of Fig. 4 (a), replace the composite roof truss unit 20 in the embodiment of above-mentioned Fig. 1 (a) and use composite roof truss unit 30.The gabarit shape of composite roof truss unit 30 is all hexagon mutually with composite roof truss unit 20.Therefore, composite roof truss unit 30 is configured in the position that the summit of hexagonal grid h is contained in inside.In addition, two adjacent composite roof truss unit 30 engage on the limit of hexagonal grid h each other, and its mating face 4 intersects with its limit.In addition, be formed with by six peristome w that composite roof truss unit 30 is surrounded that are disposed at hexagonal grid h.With the mode of Fig. 1 (a) similarly, the peristome 34 that is arranged in a plurality of composite roof trusses unit 30 of relative below part embeds panel member 35.Panel member 35 is that the panel 25 in the embodiment with Fig. 1 (a) is identical.
Fig. 5 is the figure that at length represents composite roof truss unit 30.Composite roof truss unit 30 is by possessing from the center three fork-shaped members of 33 three pin members 31 that extend to three directions, with the front end that is connected each pin member 31 each other three limit members 32 and be formed hexagonal gabarit shape.Alternate configurations has three long limits and three minor faces in this hexagon.With the corresponding outer peripheral face 4 in a limit, hexagonal interval (minor face) be the mating face.The outer peripheral face 5 corresponding with long limit is disengaged.In addition, existence is by each pin member 31 and the leg-of-mutton peristome 34 that limit member 32 is surrounded of three fork-shaped members.The composite roof truss unit 20 of above-mentioned Fig. 1 (a) is integrated and form with three jack truss unit 10, on the other hand, though composite roof truss unit 30 is as by from difference aspect the unit that begins at first just to form as one, yet gabarit shape and interior shape are identical.In the embodiment of Fig. 5, the sectional area of three fork-shaped members is the almost twice of the sectional area of limit member, yet the sectional area of whole in other embodiments linear structures also can equate.
With reference to Fig. 6 and Fig. 7, other mode of the honeycomb building tectosome that the present invention relates to is described.Fig. 6 (a) roughly is illustrated in the front view of the part of the ojosa in the honeycomb building tectosome 103 of the present invention.Fig. 6 (b) is the lateral view of Fig. 6 (a).Fig. 7 (a)～(c) is the figure of each member of the ojosa of expression pie graph 6 (a).
Be arranged in Fig. 6 (a), be arranged in the first inboard imaginary honeycomb shape H1, truss element 40 is that the mode with a summit that comprises hexagonal grid h1 in inside disposes.
Fig. 7 (a) is the figure that at length represents truss element 40.The gabarit shape of truss element 40 is hexagons identical with the composite roof truss unit 20,30 of the mode of above-mentioned Fig. 1 (a) and Fig. 4 (a).This hexagon has three minor faces and three long limits, and with three corresponding outer peripheral faces 4 of minor face be the mating face.The outer peripheral face 5 corresponding with long limit is disengaged.Truss element 40 is only formed by three limit members 42, and there is leg-of-mutton peristome 44 in portion within it.In this embodiment, the length of three limit members 42 and width equate that peristome 44 is an equilateral triangle.
Shown in Fig. 6 (a), two adjacent truss elements 40 engage on the limit of hexagonal grid h1 each other, and its mating face 4 intersects with its limit.Thus, form first ojosa.In addition, be formed with by six peristome w that truss element 40 is surrounded that on hexagonal grid h1, dispose.
Be arranged in the second imaginary honeycomb shape H2 near last side in Fig. 6 (a), three fork-shaped unit 50 are configured in the summit of hexagonal grid h2.The position at the center 53 of three fork-shaped unit 50 is consistent with the summit.
Fig. 7 (b) is the front view of three fork-shaped unit 50.Three fork-shaped unit 50 possess 53 three pin members 51 to three directions extensions from the center.In this embodiment, the length of three pin members 51 and thickness equate.Basic point with each pin member 51 is center 53.The front end face 4 of each pin member 51 is the mating face.
Shown in Fig. 6 (a), two three adjacent fork-shaped unit 50 engage on the limit of hexagonal grid h2 each other, and its mating face 4 intersects with its limit.Thus, form second ojosa.The result is, second ojosa is identical shaped with the prismatic linear structure that disposes on each limit of the hexagonal grid h2 of the second imaginary honeycomb shape H2.
Shown in Fig. 6 (a), truss element 40 mating face each other in first ojosa with the mating face each other, three fork-shaped unit 50 in second ojosa, is seen in the front to be positioned at identical position.Shown in Fig. 6 (b), first ojosa and second ojosa are that engagement means against each other with opposed and by regulation engages and incorporate.Therefore, when incorporate two-layer ojosa was considered as combination cellular structure, the feelings that can think to have formed with summit at the hexagonal grid of an imaginary honeycomb shape bigger rigid region on every side were identical.
Fig. 7 (c) is the figure of panel member 45 that expression is embedded into the peristome 44 of the frame unit 40 among Fig. 6 (a).Panel member 45 is for having the structure member with peristome 44 same thickness and shape.Shown in Fig. 6 (a), panel member 45 quantity that the part below relatively is configured in building structure 103 is more.
With reference to Fig. 8 and Fig. 9, other mode of honeycomb building tectosome of the present invention is described.Fig. 8 (a) roughly is illustrated in the front view of the part of the ojosa in the honeycomb building tectosome 104 of the present invention.Fig. 8 (b) is the lateral view of Fig. 8 (a).Fig. 9 is the figure of a member of the ojosa of expression pie graph 8 (a).
Among the second imaginary honeycomb shape H2, the hexagonal cells 60 with gabarit shape identical with hexagonal grid H2 disposes in the mode that overlaps with hexagonal grid h2.
Fig. 9 is the figure that at length represents hexagonal cells 60.Hexagonal cells 60 is formed by six prismatic limit members 61, and has hexagonal peristome 64.Hexagonal cells 60 with the outer peripheral face 6 of each limit member 61 as the mating face.Shown in Fig. 8 (a), two hexagonal cells 60 mating faces each other, one side with the overlapping of the hexagonal grid h2 of the second imaginary honeycomb shape.
Shown in Fig. 8 (b), first ojosa and second ojosa are that engagement means against each other with opposed and by regulation engages and incorporate.Therefore, when incorporate two-layer ojosa was considered as combination cellular structure, the situation that can think to have formed with summit at the hexagonal grid of an imaginary honeycomb shape bigger rigid region on every side was identical.
Though not shown, yet honeycomb building tectosome of the present invention also can have following such mode of texturing.
In the mode of above-mentioned Fig. 6 (a) or Fig. 8 (a), also first ojosa can be replaced into the ojosa of the mode of Fig. 1 (a) or Fig. 4 (a).That is, the truss element 40 among Fig. 6 (a) or Fig. 8 (a) can be replaced into the composite roof truss unit 20 of Fig. 1 (a) or the composite roof truss unit 30 of Fig. 4 (a).These truss elements and composite roof truss unit can be replaced because hexagonal gabarit shape is consistent.Under the situation of displacement like this, the both sides of first and second ojosa have three fork-shaped parts around the summit of hexagonal grid.Its result is because these three fork-shapeds parts are overlapped so rigidity becomes big.Therefore, building structure relatively below in the part, truss element 40 is replaced into composite roof truss unit 20 or 30 is fit to.
With reference to Figure 10 and Figure 11, other mode of honeycomb building tectosome of the present invention is described.Figure 10 roughly is illustrated in the front view of the part of the ojosa in the honeycomb building tectosome 105 of the present invention.Figure 11 (a)～(d) is the figure of each member of the expression ojosa that constitutes Figure 10.
Basically, each summit at the hexagonal grid h (only having dotted) of the imaginary honeycomb shape of the one deck that erect to be provided with disposes a composite class respectively like hexagonal cells 80 in Figure 10.Composite class is basic framework unit of present embodiment like hexagonal cells 80, and also having the gabarit shape in addition is that same mode of texturing is that composite class is like hexagonal cells 81,82,83." combination " is owing to comprise a plurality of sub-cells in a unit, therefore is called as combination.Composite class is that to engage four little hexagonal cells 70 formed like hexagonal cells 80.The composite class of mode of texturing is like in the hexagonal cells 81,82,83, is composite class is replaced into panel member 75 like the part of the little hexagonal cells 70 of hexagonal cells 80.The below part of past more building structure 105 disposes a fairly large number of panel member 75 more.
Figure 11 (a) is the figure that has at length represented little hexagonal cells 70.Little hexagonal cells 70 is formed by six prismatic limit members, and has hexagonal peristome 74.
Figure 11 (b) is the figure that has at length represented panel member 75.Panel member 75 is the structure members that have with little hexagonal cells 70 same thickness and gabarit shape.
Figure 11 (c) represents the front view of four kinds of composite class like hexagonal cells 80,81,82,83 respectively.Composite class forms four little hexagonal cells 70 joints like hexagonal cells 80 for star." star " is meant that with a little hexagonal cells 70 be the center, engages the radiation shape of three little hexagonal cells 70 betwixt on one limit respectively.Composite class is similar hexagons like the gabarit shape of hexagonal cells 80." similar hexagon " is meant, connecting like the recess 8 that forms on the gabarit of hexagonal cells 80 under the situation of outermost profile (with reference to dotted line) ignoring in composite class, is that hexagon is identical with the composite roof truss unit 20,30 of above-mentioned embodiment and the gabarit shape of truss element 40.Even if in this similar hexagon, with hexagon similarly one and dispose at interval on the long limit of three minor faces and three.
Composite class is like in the hexagonal cells 80, will be on each the one side that is arranged in three little hexagonal cells 70 on the gabarit as mating face 4.This bonding surface 4 is and the corresponding outer peripheral face of similar hexagonal minor face.With the corresponding outer peripheral face 5 in similar hexagonal long limit (because middle body is recess 8 and breach) right and wrong mating face.
Composite class is like hexagonal cells the 81,82, the 83rd, composite class is replaced into panel member 75 respectively like one, two, three in four little hexagonal cells 70 of hexagonal cells 80 and engages to form.
As shown in figure 10, composite class is like each of hexagonal cells 80,81,82,83, disposed by the mode with a summit comprising hexagonal grid h respectively.Adjacent composite class engages on the limit of hexagonal grid h like hexagonal cells each other, and mating face and its limit intersect.
In addition, as shown in figure 10, be embedded in big hexagonal cells 90 in the space that surrounds like hexagonal cells by six composite class that are configured in a hexagonal grid h.
Figure 11 (d) is the figure that at length represents big hexagonal cells 90.Big hexagonal cells 90 is formed by six prismatic limit members 91.The outer peripheral face 9 of big hexagonal cells 90 is the mating face.As shown in figure 10, the outer peripheral face 9 of big hexagonal cells 90 and composite class seemingly each disengaged 5 of hexagonal cells 80,81,82,83 engage.There is peristome W the inside of big hexagonal cells 90.
In Figure 10, at the upper section of building structure 105, save composite class like the little hexagonal cells 70 of the central authorities of hexagonal cells 80 as vacancy portion 76, have the part 84 of three little hexagonal cells 70 around only having disposed.Comprise in the zone of these parts 84, be formed with ojosa by three little hexagonal cells 70 and the big hexagonal cells 90 that is included in part 84.In such zone, the vertex position of hexagonal grid h becomes vacancy portion 76, and this is configured in the less upper section of the stress of comparing and allows.
In each embodiment of the present invention shown in above, opposed bottom and upper segment is being that parallel mode is erect and is provided with imaginary honeycomb shape with horizontal direction in hexagonal grid, yet, in other embodiments, also can be in hexagonal grid the opposed left side and the right to be that parallel mode (promptly rotating 30 ° position) is erect imaginary honeycomb shape is set with vertical direction, construct ojosa.
With reference to Figure 12 and Figure 13, the embodiment at the frame unit junction surface each other of using in the present invention and the embodiment that constitutes the linear structure junction surface each other of frame unit are described.These are illustrations, but are not that joint method is limited.In addition, the material according to linear structure also can have various joint methods.Among Figure 12 and Figure 13, for composed component use identical symbol or the similar symbol common with Fig. 2.
Figure 12 (a)～(c) is the embodiment at the junction surface in the composite roof truss unit 20 shown in the presentation graphs 2 (b).Cross sectional shape is that channel-section steel is used as linear structure in this embodiment.Figure 12 (a) is the stereogram of the part of the composite roof truss unit 20 shown in the presentation graphs 2 (b).Figure 12 (b) is the figure that is equivalent to the X cross section of Figure 12 (a), but represents the junction surface of two composite roof truss unit 20.Figure 12 (c) is the Y cross section enlarged drawing of Figure 12 (a).
Shown in Figure 12 (a),, formed by two dull and stereotyped steel 2 with the corresponding outer peripheral face 4 of the minor face of composite roof truss unit 20.Be equipped with the hole 2a that is used to install securing member on the dull and stereotyped steel 2.Shown in Figure 12 (b), between each outer peripheral face 4 of two composite roof truss unit 20, seize the fish plate 26 that constitutes by steel on both sides by the arms and fix by securing member 27 (bolt and nut etc.).
Shown in Figure 12 (c), steel 21 are that the back-to-back fastener 28 of the bottom land part of two steel 11 (screw and nut etc.) is engaged.Thus, steel 21 become and the same shape of H shape steel with intensity.
The part of steel 21 and steel 22 butts, and the part of these steel 21,22 and dull and stereotyped steel 2 butts, suitable in principle factory solder joints.Yet, also can be used as the field Welding combination as required.In addition, as required, also can with two steel 11 each other and/or dull and stereotyped steel 2 and fish plate 26 as the field Welding combination.For the embodiment ( steel 11A, 11B, 21,22, dull and stereotyped steel 2, fish plate 26) of following Figure 13 too.
Figure 13 (a)～(c) is another embodiment at the junction surface in the composite roof truss unit 20 shown in Fig. 2 (b).Cross sectional shape is that square steel is used as linear structure in this embodiment.Figure 13 (a) is the stereogram of the part of the composite roof truss unit 20 shown in the presentation graphs 2 (b).Figure 13 (b) is the figure that is equivalent to the S cross section of Figure 13 (a), the junction surface of two composite roof truss unit 20 of expression.Figure 13 (c) is the T cross section enlarged drawing of Figure 13 (a).
Shown in Figure 13 (a),, formed by two dull and stereotyped steel 2 with the corresponding outer peripheral face 4 of the minor face of composite roof truss unit 20.By these two dull and stereotyped steel 2 formed planes, around the outer peripheral face of reality, stretch out.Be equipped with the hole 2a that is used to install securing member at this extension.Shown in Figure 13 (b), between each outer peripheral face 4 of two composite roof truss unit 20, seize the fish plate 26 that constitutes by steel on both sides by the arms and fix by securing member 27 (bolt and nut etc.).
Shown in Figure 13 (b), (c), steel 21 are that the side butt of two steel 11A, 11B and fastener 28 are engaged.This joint for example carries out in such a way.At first, weld the end (symbol 28a is a welding portion) of the bolt screw 28b of securing member 28 in advance in the side of a steel 11A.In opposed two sides of another steel 11B, wear the hole 28c of through bolt screw 28b in advance.These operations can be carried out in unit manufacturing works.In when assembling, make bolt screw 28b run through the hole 28c of steel 11B, and fix with nut 28d.
Use the embodiment of Figure 13 of square steel, compare with the embodiment of the Figure 12 that uses channel-section steel, rigidity and intensity are bigger.Therefore, the mode that under high-rise and high-rise situation, still is fit to Figure 13.
Claims (16)
1. a honeycomb building tectosome is that a plurality of frame units are bonded into cellular honeycomb building tectosome (101,102), it is characterized in that having:
(a) composite roof truss unit (20), it is of said frame unit, disposed so that a summit that constitutes the hexagonal grid (h) of erectting the imaginary honeycomb shape (H) that is provided with is included in inner mode, possess a plurality of linear structures and have hexagonal gabarit shape;
(b) junction surface, its with the combinations thereof truss element in the corresponding outer peripheral face in limit at one at hexagonal interval be mating face (4), and be positioned at this mating face on the limit of hexagonal grid of above-mentioned imaginary honeycomb shape and with the mode that this limit intersects, two adjacent these composite roof truss unit are engaged with each other; And
(c) first peristome (w), it is the hexagon that is surrounded by six combinations thereof truss elements.
2. honeycomb building tectosome according to claim 1 is characterized in that,
The combinations thereof truss element forms hexagonal gabarit shape by three jack truss unit (10) are bonded with each other,
Each jack truss unit (10) possesses leg-of-mutton second peristome (14) that is surrounded by three limit members and has pentagonal gabarit shape.
3. honeycomb building tectosome according to claim 1 is characterized in that,
The combinations thereof truss element is by forming hexagonal gabarit shape from its center (33) to three fork-shaped members of three directions extensions and each front end of this three fork-shapeds member three limit members connected to one another (32), possessing by above-mentioned three fork-shaped members and leg-of-mutton second peristome (34) that above-mentioned limit member is surrounded.
4. according to claim 2 or 3 described honeycomb building tectosomes, it is characterized in that also possessing:
Be embedded in the panel member (25,35) in one or more above-mentioned second peristome (34).
5. honeycomb building tectosome according to claim 4 is characterized in that,
Above-mentioned panel member be configured to above-mentioned honeycomb building tectosome relatively below denser than relative upper section in the part.
6. a honeycomb building tectosome is that a plurality of frame units are bonded into cellular honeycomb building tectosome (101,102), it is characterized in that having:
(a) truss element (40), it is of said frame unit, be included in inner mode by a summit of the hexagonal grid (h1) of the first imaginary honeycomb shape (H1) in the two-layer imaginary honeycomb shape (H1, H2) of the same shape of erectting setting so that formation is parallel to each other and dispose, possess three limit members (42) and have hexagonal gabarit shape;
(b) first junction surface, its with above-mentioned truss element in the corresponding outer peripheral face in limit at one at hexagonal interval be mating face (4), and be positioned at this mating face on the limit of hexagonal grid of the above-mentioned first imaginary honeycomb shape and with the mode that this limit intersects, two adjacent these truss elements are engaged with each other;
(c) three fork-shaped unit (50), it is the said frame unit another, a summit that is configured to the hexagonal grid (h2) that constitutes the second imaginary honeycomb shape (H2) is center (53), and possesses the pin member (51) that three directions of mind-set are extended from this;
(d) second junction surface, its with above-mentioned three fork-shaped unit in the leading section of above-mentioned pin member be mating face (4), and be positioned at this mating face on the limit of hexagonal grid of the above-mentioned second imaginary honeycomb shape and with the mode that this limit intersects, two adjacent these three fork-shapeds unit are engaged with each other;
(e) the 3rd junction surface, it is bonded with each other by first ojosa that has engaged a plurality of above-mentioned truss elements (40) formation with by second ojosa that has engaged a plurality of above-mentioned three fork-shaped unit (50) formation; And
(f) first peristome (w), it is by six hexagons that above-mentioned truss element surrounded.
7. a honeycomb building tectosome is that a plurality of frame units are bonded into cellular honeycomb building tectosome (104), it is characterized in that having:,
(a) truss element (40), it is of said frame unit, be included in inner mode by a summit of the hexagonal grid (h1) of the first imaginary honeycomb shape (H1) in the two-layer imaginary honeycomb shape (H1, H2) of the same shape of erectting setting so that formation is parallel to each other and dispose, possess three limit members (42) and have hexagonal gabarit shape;
(b) first junction surface, its with above-mentioned truss element in the corresponding outer peripheral face in limit at one at hexagonal interval be mating face (4), and be positioned at this mating face on the limit of hexagonal grid of the above-mentioned first imaginary honeycomb shape and with the mode that this limit intersects, two adjacent these truss elements are engaged with each other;
(c) hexagonal cells (60), it is the said frame unit another, is configured to the hexagonal grid (h2) that constitutes the second imaginary honeycomb shape (H2) overlappingly, and possesses six limit members;
(d) second junction surface, its with above-mentioned hexagonal cells in the outer peripheral face of each limit member be mating face (6), and the mode so that this mating face overlaps with the limit of the hexagonal grid of the above-mentioned second imaginary honeycomb shape is engaged with each other two adjacent these hexagonal cells;
(e) the 3rd junction surface, it is bonded with each other by first ojosa that has engaged a plurality of above-mentioned truss elements (40) formation with by second ojosa that has engaged a plurality of above-mentioned hexagonal cells (60) formation; And
(f) first peristome (w), it is the hexagon that is surrounded by six above-mentioned truss elements (40).
8. according to claim 6 or 7 described honeycomb building tectosomes, it is characterized in that also possessing:
Be embedded in the panel member (45) in leg-of-mutton second peristome (44) that is surrounded by above-mentioned three the limit members in each of one or more above-mentioned truss elements (40).
9. honeycomb building tectosome according to claim 8 is characterized in that,
Above-mentioned panel member be configured to above-mentioned honeycomb building tectosome relatively below denser than relative upper section in the part.
10. according to claim 6 or 7 described honeycomb building tectosomes, it is characterized in that, the above-mentioned truss element (40) in above-mentioned first ojosa be replaced into other the frame unit (20) with identical hexagonal gabarit shape,
Above-mentioned other frame unit is the composite roof truss unit, and form hexagonal gabarit shape by three jack truss unit (10) are bonded with each other, each jack truss unit (10) possesses leg-of-mutton second peristome (14) that is surrounded by three limit members and has pentagonal gabarit shape.
11., it is characterized in that according to claim 6 or 7 described honeycomb building tectosomes, the above-mentioned truss element (40) in above-mentioned first ojosa is replaced into other the frame unit (30) with identical hexagonal gabarit shape,
Above-mentioned other frame unit is the composite roof truss unit, and form hexagonal gabarit shape by the three fork-shaped members that extend to three directions from its center (33) and each front end of this three fork-shapeds member three limit members connected to one another (32), and possess by this three fork-shapeds member and leg-of-mutton second peristome (34) that this limit member is surrounded.
12. a honeycomb building tectosome is that a plurality of frame units are bonded into cellular honeycomb building tectosome (105), it is characterized in that having:
(a) combination likeness in form hexagonal cells (80), it is of said frame unit, disposed so that a summit of the hexagonal grid (h) of the imaginary honeycomb shape (H) that constitute to erect is provided with is included in inner mode, and possess and be bonded with each other to four little hexagonal cells (70) of star and have the hexagonal gabarit shape of likeness in form;
(b) junction surface, its with the gabarit that is located in the similar hexagonal cells of combinations thereof on the corresponding outer peripheral face in one side of above-mentioned little hexagon sub-cell be mating face (4), and be positioned at this mating face on the limit of hexagonal grid of above-mentioned imaginary honeycomb shape and with the mode that this limit intersects, two adjacent these combinations likeness in form hexagonal cells are engaged with each other;
(c) big hexagonal cells (90), it is the said frame unit another, and be embedded in the space that is surrounded by six combinations thereof hexagonal cells on each summit of the hexagonal grid that is disposed at above-mentioned imaginary honeycomb shape, and constitute by six limit members that engage with each this combination likeness in form hexagonal cells respectively; And
(d) peristome (w), it is that six limit members by above-mentioned second hexagonal cells are surrounded.
13. honeycomb building tectosome according to claim 12 is characterized in that,
One in the one or more combinations thereof likeness in form hexagonal cells (80), two or three above-mentioned little hexagonal cells (70) are replaced into the panel member (75) with identical gabarit shape.
14. want 13 described honeycomb building tectosomes according to right, it is characterized in that,
Above-mentioned panel member be configured to above-mentioned honeycomb building tectosome relatively below denser than relative upper section in the part.
15. according to claim 12 or 13 described honeycomb building tectosomes, it is characterized in that,
Form vacancy portion (76) by the above-mentioned little hexagonal cells of saving the central authorities in one or more combinations thereof likeness in form hexagonal cells (80).
16. according to claim 1,6,7 or 12 described honeycomb building tectosomes, it is characterized in that,
The linear structure that constitutes the said frame unit is steel.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2007/060583 WO2008142792A1 (en) | 2007-05-24 | 2007-05-24 | Architectural honeycomb structure |
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| Publication Number | Publication Date |
|---|---|
| CN101415891A CN101415891A (en) | 2009-04-22 |
| CN101415891B true CN101415891B (en) | 2011-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2007800009964A Expired - Fee Related CN101415891B (en) | 2007-05-24 | 2007-05-24 | Honeycomb building tectosome |
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|---|---|
| JP (1) | JP4146511B1 (en) |
| CN (1) | CN101415891B (en) |
| TW (1) | TW200846526A (en) |
| WO (1) | WO2008142792A1 (en) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4365447B1 (en) * | 2009-02-23 | 2009-11-18 | 積水化学工業株式会社 | Honeycomb building structure and inspection method thereof |
| JP4365448B1 (en) * | 2009-03-11 | 2009-11-18 | 積水化学工業株式会社 | Basic unit of honeycomb building structure and its construction method |
| KR101167152B1 (en) * | 2009-10-06 | 2012-07-24 | 박용민 | girder |
| KR101542582B1 (en) | 2013-10-22 | 2015-08-06 | 삼성물산(주) | Multiplied Composite Truss Girder system for long-span application and manufacturing method thereof and constructing method using the same |
| JP6890486B2 (en) * | 2017-07-03 | 2021-06-18 | トリニティ工業株式会社 | Reinforcement structure, equipment mount and booth |
| CN109138249A (en) * | 2018-09-10 | 2019-01-04 | 湖南工业大学 | Circular flat large span honeycomb type concrete empty stomach sandwich plate floor and construction method |
| CN109707284A (en) * | 2019-01-10 | 2019-05-03 | 五邑大学 | A kind of negative poisson's ratio honeycomb sandwich construction and sandwich plate |
| CN110258296B (en) * | 2019-07-11 | 2024-01-26 | 金陵科技学院 | Modular assembly type honeycomb bridge structure |
| CN112681808B (en) * | 2021-01-15 | 2021-09-21 | 重庆大学 | Quick construction honeycomb building suitable for earthquake relief work |
| TWI757188B (en) * | 2021-05-21 | 2022-03-01 | 國立成功大學 | Three dimensional lattice honeycomb frame structures, production method and applications thereof |
| CN114542635B (en) * | 2022-03-09 | 2023-09-08 | 成都大学 | Internal torsion honeycomb structure material and preparation method thereof |
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|---|---|---|---|---|
| CN2358159Y (en) * | 1999-03-31 | 2000-01-12 | 王亮 | Four-in-one checkered honeycomb shockproof structure |
| JP3009810B2 (en) * | 1993-09-30 | 2000-02-14 | 光洋精工株式会社 | Method of manufacturing ribbon spring for one-way clutch |
| JP2000144909A (en) * | 1998-11-13 | 2000-05-26 | Takenaka Komuten Co Ltd | Built-up method of prestressed concrete single layer lattice dome |
| JP3811708B1 (en) * | 2005-10-25 | 2006-08-23 | 積水化学工業株式会社 | Building structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63188438A (en) * | 1987-01-30 | 1988-08-04 | Showa Aircraft Ind Co Ltd | Honeycomb material |
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2007
- 2007-05-24 JP JP2008506666A patent/JP4146511B1/en not_active Expired - Fee Related
- 2007-05-24 WO PCT/JP2007/060583 patent/WO2008142792A1/en active Application Filing
- 2007-05-24 CN CN2007800009964A patent/CN101415891B/en not_active Expired - Fee Related
- 2007-07-13 TW TW096125651A patent/TW200846526A/en unknown
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3009810B2 (en) * | 1993-09-30 | 2000-02-14 | 光洋精工株式会社 | Method of manufacturing ribbon spring for one-way clutch |
| JP2000144909A (en) * | 1998-11-13 | 2000-05-26 | Takenaka Komuten Co Ltd | Built-up method of prestressed concrete single layer lattice dome |
| CN2358159Y (en) * | 1999-03-31 | 2000-01-12 | 王亮 | Four-in-one checkered honeycomb shockproof structure |
| JP3811708B1 (en) * | 2005-10-25 | 2006-08-23 | 積水化学工業株式会社 | Building structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101415891A (en) | 2009-04-22 |
| JP4146511B1 (en) | 2008-09-10 |
| TW200846526A (en) | 2008-12-01 |
| JPWO2008142792A1 (en) | 2010-08-05 |
| WO2008142792A1 (en) | 2008-11-27 |
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