TW200846526A - Honeycomb architectural structure - Google Patents
Honeycomb architectural structure Download PDFInfo
- Publication number
- TW200846526A TW200846526A TW096125651A TW96125651A TW200846526A TW 200846526 A TW200846526 A TW 200846526A TW 096125651 A TW096125651 A TW 096125651A TW 96125651 A TW96125651 A TW 96125651A TW 200846526 A TW200846526 A TW 200846526A
- Authority
- TW
- Taiwan
- Prior art keywords
- shape
- hexagonal
- unit
- honeycomb
- frame
- Prior art date
Links
- 239000002131 composite material Substances 0.000 claims abstract description 55
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000000463 material Substances 0.000 claims description 18
- 230000002093 peripheral effect Effects 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 3
- 125000005842 heteroatom Chemical group 0.000 claims 1
- 150000001875 compounds Chemical class 0.000 abstract 3
- 230000001747 exhibiting effect Effects 0.000 abstract 1
- 241000264877 Hippospongia communis Species 0.000 description 59
- 238000010586 diagram Methods 0.000 description 7
- 241000239226 Scorpiones Species 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 241000282320 Panthera leo Species 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 241000255925 Diptera Species 0.000 description 1
- 208000001613 Gambling Diseases 0.000 description 1
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 229910052797 bismuth Inorganic materials 0.000 description 1
- JCXGWMGPZLAOME-UHFFFAOYSA-N bismuth atom Chemical compound [Bi] JCXGWMGPZLAOME-UHFFFAOYSA-N 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 201000003373 familial cold autoinflammatory syndrome 3 Diseases 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000005499 meniscus Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000002441 reversible effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
- Laminated Bodies (AREA)
- Vibration Dampers (AREA)
Abstract
Description
200846526 九、發明說明: 【發明所屬之技術領域】 本發明係以由六角祕子連結成之蜂纽所構成之虛擬蜂巢狀 狀為基礎,配置接合複數之框單摘形成之建築構造體相關。夕 【先如技術】 傳統上,高層或超高層之建築構造體一般為將直柱及 =奴格子狀之框架結構。然而,此—般框架結構,因為所有匕 ^在者樑,故有内部設計受咐多限制之缺.相對於此,由 之外狀柱期錢繫之樑所構成之龍結構, 確 絲^及樑之空間,此’筒體結構具有設計自由度較大之優點易= 及耐風壓性。 ^體成同㈣’故具有優良之耐震性 =體結構時’-般為將由直柱及水平樑所構成之 成二次元狀之框架結構(專利 子, 為單位格子卿成之二次元 )面:==飾或六角形 熟知。 τ卩軸嫌之構造者,亦為大家所 將六角形格子連結蜂巢狀之蜂巢狀構造,從以前即知 角==於六角祕子之筒赌構之實例,例如於水平方向連心 利文獻3)。然而,專利文獻3 疋叮逆、、、口有(專 巢狀構造。寻J文獻3収载之構造’於垂直面内並未具有蜂 此外’非專利文獻】之提案,係於曲面 不鏽鋼構件之建筚物σ屌太 《上配叹蜂果狀之 此外,表層之==t該建築物之内部已經以其他柱進行支持。 袼子: 文獻針咖結構,提編彳文獻4及非專利 建韻造體。該建築構造體時,利用將六角形格子剛 5 200846526 3=3==。此種筒體結構時,樑於水平方向並未 建築物所承受之之斜柱。此鱗巢狀構造,具有容易將 由蝰里壯播★ 、 °之力轉換成樑或柱之軸力之優點。此外,可藉 剛性,而非只利用筒體結構來確保建築物全體之構造 安定性及耐震性 料触-im從構轉狀結果亦可树则,蜂驗構造之筒 ^般框蝴冓之筒體結構相比時,對於 _曲朗力較小。換言之,對同量之變形及彎 巢狀構造之樑及柱可以細於一般框架結構。此外,即使。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 Xi [First as technology] Traditionally, high-rise or super high-rise building structures are generally frame structures with straight columns and = slaves. However, this general frame structure, because all the 匕 ^ is in the beam, there is a lack of internal design constraints. In contrast, the dragon structure consisting of the beams of the external column, is indeed And the space of the beam, this 'cylinder structure has the advantage of greater freedom of design and easy to wind and wind resistance. ^ Body is the same as (4) 'There is excellent shock resistance = body structure' - the frame structure consisting of a straight column and a horizontal beam into a quadratic shape (patent, which is a unit of the unit of the square) :== Ornaments or hexagons are well known. The structure of the τ卩 axis is also connected to the honeycomb-like honeycomb structure of the hexagonal lattice, which is an example of the gambling of the hexagonal scorpion. For example, in the horizontal direction 3). However, the patent document 3 is a reversible, and a mouth-shaped (special nest structure. The structure of the J document 3 is not included in the vertical plane.) The building 屌 屌 屌 《 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外 此外The construction of the structure, the use of hexagonal lattice just 5 200846526 3 = 3 = =. In this cylinder structure, the beam is not horizontally oriented to the inclined column of the building. The structure has the advantage of easily transforming the force of the force of the ★ 壮 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , The material touch-im can also be used as a result of the structure transformation. When the bee test structure is compared with the cylinder structure of the frame, the _ _ lang force is small. In other words, the same amount of deformation and bending The beam and column of the nest structure can be finer than the general frame structure. In addition, even
沒有補強構造,亦可實現充分之強度,故可充分確保 ,比筒體結構更常 、另方面,連結二角形之單位格子之衔架結構 被應用於專利文獻5所示之圓頂結構。 專利文獻1:日本特開平7·197535號公報 專利文獻2 ··日本特開2004-251056號公報 專利文獻3 :曰本特開平9_6〇3〇1號公報 專利文獻4 ··專利第3811708號公報 專利文獻5 :日本特開2000-144909號公報 非專利文獻1:「GROUND ZERO再生之啟動-NEWYORKWTC 廢墟建築比賽選集」SUZANNE STEPHENS著,下山裕子譯,2004 年12月1日發行,發行所:株式會社XKNOWLEDGE,p.137 非專利文獻 2 :「HONEYCOMBTUBE ARCHITECTURE· H0NEYC0MBTUBE之建築」ΗΤΑ研究會編輯,2006年12月10日 發行,發行所:株式會社新建築社 【發明内容】 將專利文獻4所示之蜂巢狀構造所形成之架構,與傳統之一般框 架結構所形成之架構進行比較時,具有前者之六角形格子頂點之變形 及彎曲力矩之應力小於後者之四角形格子頂點之應力之優點。然而, 6 200846526 以,巢狀構造之雜本身而言,六角形格子之頂點之彎曲力矩之 =大’於邊之中央部份,存在著反酬亦即,應力為零卜例如:接 ΐ份來觀蜂巢麟狀雜時,六肖祕子之頂點 進目的’係在藉由進—步提高蜂巢狀構造之架構,亦即, 固“造體之優良特性,提供更俩震性及雨風壓性之強 的在提供翻適合賴及超高層之賴構造體。 形成。本_^^5體,碗減框單秘“紅蜂巢狀所 蜂^^冑罐,__恤設之虛擬 。喊「ί個獅^絲轉认—之複合 建築構造構件。此外「===複^"狀構件㈣—體形成之 ;合其次’相鄰之2個複合_單㈣:路接:面ί此:= 於六角形格子之6個頂點, 所圍繞而成之第彳開、笛$成私別配置之6個複合街架單元 (2)係上述⑴之實二能:1,部之形狀為六角形。 枬架單元互相接合而形成^夂^桁架單元之一實施例’係由3個副 角形之輪廊形狀。亦即,組ςζ ^架單元具備3個邊構件,且具有五 σ固輪廟形狀為五角形之副街架單元, 7 200846526 可形成1個輪廓形狀為六角形之複合桁架單元。此外,1個副街架單 元’利用3個邊構件所圍繞之三角形來形成第2開口部。 (3) 係上述(1)之實施形態之複合桁架單元—之其他實施例,係具備從 其中心向3方向延伸之三股形構件、及用以連結該三股形構件之各前 端之3個邊構件。藉此,彳個複合桁架單元形成六角形之輪廓形狀。 此外,形成由三股形構件及i個邊構件所圍繞之三角形之第2開口部。 (4) 係上述(2)或(3)之實施形態,而於1或複數之上述第2開口部 嵌入板構件。Since the reinforcing structure is not provided, sufficient strength can be achieved, so that it is sufficiently ensured that it is more common than the cylindrical structure. On the other hand, the frame structure of the unit lattice connecting the squares is applied to the dome structure shown in Patent Document 5. Patent Document 1: Japanese Laid-Open Patent Publication No. JP-A No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. Patent Document 5: JP-A-2000-144909, Non-Patent Document 1: "Starting of GROUND ZERO Regeneration - NEWYORKWTC Collection of Ruin Building Competitions" by SUZANNE STEPHENS, translated by Shimoyama Yuko, issued on December 1, 2004, issue: Co., Ltd. XKNOWLEDGE, p.137 Non-Patent Document 2: "Building of HONEYCOMBTUBE ARCHITECTURE·H0NEYC0MBTUBE", edited by the Research Society, issued on December 10, 2006, issued by: New Construction Co., Ltd. [Invention] The structure formed by the honeycomb structure is compared with the structure formed by the conventional general frame structure, and the stress of the deformation and bending moment of the hexadecimal lattice apex of the former is smaller than the stress of the apex of the quadrilateral lattice of the latter. However, 6 200846526, the nest structure itself, the bending moment of the apex of the hexagonal lattice = large 'in the central part of the edge, there is a reversal, that is, the stress is zero, for example: When looking at the honeycomb worms, the culmination of the six sacred scorpions is to improve the structure of the honeycomb structure by means of further steps, that is, the solid characteristics of the solid body, providing more shock and rain pressure. The strong nature is in the provision of a suitable structure that relies on the super high-rise. Form. This _^^5 body, bowl reduction frame single secret "red bee-like bee ^ ^ 胄 can, __ shirt set virtual. Shouting " ί 狮 ^ 丝 丝 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -此 this: = 6 vertices in the hexagonal lattice, surrounded by the first opening, flute $ into the private configuration of 6 composite street unit (2) is the above (1) the real two can: 1, the Ministry The shape is hexagonal. The truss units are joined to each other to form a truss unit. The embodiment 'is composed of three sub-corner shapes. That is, the group unit has three side members and has five The shape of the σ-solid temple is a pentagonal sub-street unit, 7 200846526 can form a composite truss unit with a hexagonal shape. In addition, one sub-street unit 'uses a triangle surrounded by three side members to form the first (3) The other embodiment of the composite truss unit according to the embodiment (1) includes a three-strand member extending from the center in three directions, and a front end for connecting the three-member member The three side members, whereby the composite truss unit forms a hexagonal contour shape. The second opening portion of the triangle surrounded by the three-member member and the one side member is formed. (4) In the embodiment of (2) or (3) above, the second opening portion is embedded in one or more of the plurality of openings. member.
()係本發明之其他實施形態,係虛擬第]及第2虛擬蜂巢狀形 狀且該2層之虛擬蜂巢狀形狀為相同形狀且互相平行立設。 針對第1虛擬蜂巢狀形狀,以内部含有六角形格子之i個頂點之 方式配置框單元之-彳之_單元。彳個_單元賤3個邊構件, ^具有六角形之輪廓形狀。對應贿架單元之六角形之她之邊之外 周面為接合面。接合面餘第彳虛擬蜂絲雜之六角祕 交叉。其次,相鄰之2個桁料元係以各接合面彼此相對來 一此外’相對於帛2虛麟巢狀形狀,框單元之其他之一之 角形格子之1個頂點。此時,三股形單元之中心^頂 ,一又形早兀具備從中心朝3方向延伸之 二、、 為接合面。接合面位於第2虛擬蜂巢狀 彼此相對來互相接合。 彳目―祕早讀以各接合面 巢』Ϊ第,擬蜂巢狀形狀上接合之複數衔架單元輯成之第α 桌狀構w、及由於第2虛擬蜂巢狀形狀上接 ,成之弟1蜂 成之第2蜂巢狀構造互相接合。 复數二㈣單元所構 形成由配置於第i虛擬蜂巢狀形狀之六角形 所圍繞之第1開口部。第1開口部之形狀為六角形。析架單元 $ 200846526 者(!)係^發明之其他實施形態’係以上述三股形單元取代上述(5) 之二滅4之第2虛擬蜂巢狀形狀,而以重疊於第2虛擬蜂巢狀形狀 之A角形,子之方社置著六角形單元。六角形單元係由6個邊構件 所構成八角形單凡係以各邊構件之外周面(垂直於第2虛擬蜂巢狀形 狀之面)做為接合面。各接合面之位置係與第2虚擬蜂錄形狀之六角 形格子之各邊為-致。其次,_之2個六肖形單元仙各接合面彼 此相對來互相接合。 (7)係針對上述(5)或⑹之實施形態之第彳虛擬蜂巢狀形狀配置著】 =數之街架單元’於3個邊構件所圍繞之三角形之第2開口部喪入 板構件。 ㈣(f)縣㈣之其他實施職’係如上述(5)或⑹之實郷態,以其 加Γ早^換上述”蜂驗構造之_單元。其他框單元係複合街 架單元互相接合而形成六角形之輪廓形狀,各副街 Ϊ加t =個邊構件’而且’具有五角形之輪廓形狀。其次,各副 松木早兀具備由3個邊構件所圍繞之三角形之第2開口部。 他框之無實施職,係如上述⑸或⑹之實_態,以其 =早=換上料彳蜂纽構造績料元。其錄單元係複合街 從巾_ 3方向延伸之三股形構件關鱗結該三股开; =之^端之3個邊構件來形成六角形之輪廓形狀。其次,複合桁() Another embodiment of the present invention is a virtual first and second virtual honeycomb shape, and the virtual honeycomb shapes of the two layers have the same shape and are erected in parallel with each other. For the first virtual honeycomb shape, the unit of the frame unit is arranged such that i vertices of the hexagonal lattice are contained inside.彳 _ unit 贱 3 edge members, ^ has a hexagonal contour shape. The outer surface of the hexagon that corresponds to the hexagon of the bribe unit is the joint surface. The joint surface of the 彳 彳 virtual 蜂 杂 六角 六角 。 。 。 cross. Next, the adjacent two elementary elements are one apex of the angular lattice of the other one of the frame elements, with the respective joint faces facing each other. At this time, the center of the three-shaped unit is a top, and the shape of the third unit is extended from the center to the third direction. The joint faces are located in the second virtual honeycomb shape so as to oppose each other.彳目---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 The second honeycomb structure of the bee is joined to each other. The plurality of (four) cells are configured to form a first opening surrounded by a hexagonal shape disposed in the i-th virtual honeycomb shape. The shape of the first opening is hexagonal. The racking unit $200846526 (!) is another embodiment of the invention, in which the third virtual unit is replaced by the third virtual unit in the second virtual honeycomb shape of the above (5), and overlapped with the second virtual honeycomb shape. The A-angle is a hexagonal unit. The hexagonal unit is composed of six side members, and the outer peripheral surface (the surface perpendicular to the second virtual honeycomb shape) of each side member is used as the joint surface. The position of each joint surface is the same as the side of the hexagonal lattice of the second virtual bee shape. Secondly, the two joint faces of the two six-shaped unit are joined to each other. (7) The second frame opening of the triangle surrounded by the three side members is placed in the second virtual opening of the embodiment of (5) or (6) in the virtual honeycomb shape. (4) (f) The other implementation duties of the county (4) are as follows (5) or (6), and the above-mentioned "bee-test structure" unit is replaced by the addition of the other frame units. On the other hand, a hexagonal contour shape is formed, and each sub-street adds t = one side member 'and' has a pentagon shape. Secondly, each pair of pines has a second opening portion of a triangle surrounded by three side members. He has no implementation position, such as the actual state of (5) or (6) above, with its = early = replaced with the material 彳 构造 构造 构造 构造 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 Close the scales of the three strands; = the end of the three side members to form a hexagonal contour shape. Second, the composite 桁
Uti股形構件及1個邊構件所_之三角形之第2開口部。 ()係本务明之其他實施形態,以内部含有立設之虛擬蜂巢狀 類ΓΤ彡格仅1個獅之方式輯複錢似六角形單元。额二 ϊΐίΓΓ元係由4個小六角形單元互相接合成星雜形成類似二 角形之輪廓形狀。「星形」係指以i個小六 Λ 之邊分別以放射狀地接合其他3個小:凡所二’於其相隔 夕卜將4则”、㈣早端合成絲時,麵錄會 心視該等凹部並連結輪親,其形狀會錢六㈣。因此,將=單 9 200846526 元之輪廓形狀稱為「類似」六角形。 以對應於位於該複合類似六角形單元之輪廓之小六角形單元之一 邊之外周面做為接合面。其次,該接合面係位於虛擬蜂巢狀形狀之六 角幵>/格子之邊上且與該邊交叉,而將相鄰之2個複合類似六角形單元 彼此互相接合。 ,w M戳蜂巢狀形狀之六角形格子之6個複合類似六 角形單元所圍繞之空間,嵌人由6個賴#所構成之大六角形單元了 合各複合類似六角形單元。於大六角形單元具有由6個邊構件The Ui-shaped member and the second opening of the triangle of one of the side members. () is the other embodiment of this business, and the money-like hexagonal unit is compiled by a single virtual worm-like type of lion. The amount of 额 ΓΓ ΓΓ ΓΓ is composed of four small hexagonal units joined to each other to form a star-like contour shape. "Star" means that the other three small pieces are radially joined by the sides of i small hexagrams: when the two 'is separated from each other by 4' and (4) early-end synthetic silk, Depending on the recesses and connecting the wheel parents, the shape will be six (four). Therefore, the contour shape of the single = 200846526 yuan is called a "similar" hexagon. The outer peripheral surface of one of the small hexagonal units located in the outline of the composite-like hexagonal unit is used as the joint surface. Next, the joint surface is located on the side of the hexagonal 幵>/ lattice of the virtual honeycomb shape and intersects the side, and the adjacent two composite-like hexagonal units are joined to each other. , w M stamped hexagonal hexagonal grid of 6 composite similar to the space surrounded by hexagonal cells, embedded in a large hexagonal unit composed of 6 Lai # combined with each composite like a hexagonal unit. The large hexagonal unit has six side members
所圍繞之開口部。 (11)係上述(1G)之實施形態,以具有相同輪廓形狀之板構件置換i 或_之複合類似六角形單元之一個、2個、或3個小六角形單元。 角开^2)係t述(1〇)或⑴)之實施形態,以省略1或複數之複合類似六 再Φ早疋之中央之小六角形單元來形成空乏部。 體之7目述之各實施形態配置板構料,應於蜂巢狀建築構造 相對下方邛份,以位於相對上方部份之方 各纽賴,肋構雜⑽ 桁年單元於虛擬蜂綠形狀之六角祕子之麵之複合 面為接人面Γί—具社跡之輪廓形狀’對應其相隔之邊之外周 人相鄰之複合街架單元係於六角形格子之邊上以接 口面彼此姆之方式騎接合。藉此, 纟 =複數之複合_單元且該等複合_單===; ϊΐίίίί ° Γ職術賴,蜂驗構造本雜咖㈣為單位 内部空間之優點。 構件量、縮短工期、確保自由之 ⑹本發明之,躲虛擬蜂巢_狀之六㈣格子之頂點配置 200846526 =。=單=之點。複合桁架單元係具有街架結構,而為二次元之 二及栂之雄:六角形格子之頂點周圍形成較大之剛域。「剛域」係指 剖面積之該等裝設著樑時),餘別具有特^ 者,為幾料會發生變狀域,於賴造__性最大 於六角形狀ε透上之接口面為取小,愈接近頂點則愈大。 狀周圍形成較大之剛域,對於在虛擬蜂巢狀形 時,因為減。之水平邊之位置進行版接合之建築物特別有利。此 別強固彻嫩峨讀合侧_域,故為特 ,/、 °卩伤口此,擴大頂點周圍之剛域,比強化夂邊t 之岡大之雜及較小之部份,分職與對應應力 =構:::成複合桁架單元之複數線狀構件之,數 之剛發明’因為可將蜂巢狀構造之相對較弱之頂點附近 果it3 Γ ’故可提高建築構造體全體之剛性及強度。結 居=,_較高之賴物,因細振較 有 200846526 μ f⑽麟魏雜之轉祕域數餘構件所 ϋ _収狀接合手段來進行 用:單元:法“工其疋’線狀構件最好採用鋼材,可利用泛 ⑼此外,本發明時,可分別對平行立設之2層之相卿狀 形狀ϋ形狀不同之框單元來進行接合。例如,第1層酉:置 ί配置,單元’再接合成蜂巢狀。此外,例如, 此外,該等第1 3 ‘=::也層形成第2蜂巢狀構造。 狀形狀ίΓΐ複合蜂巢狀構造,與於1個虛擬蜂巢 /、角/私子之頂點周圍形成較大之剛域時為等效。 之門(m’本Γ神’亦可將姆件嵌人存在於各種框單元之内部 2開;二,皮板構件所充填之框單元,可提高剛性及強度。藉 ::框早兀之剛性。一般之高層或超高 負荷愈來愈大而累積應力。因此,愈是下層,會配置= 實現輕量化且二層nf設較疏之板構件(或未配置),可以 材枓1。同時,可以擴大開口。 (=日_之錄轉^,射麟讀域之 工 曰榮之建築物對具有局信賴性。此外,因為可以採用乾式The opening around it. (11) In the embodiment (1G) above, one, two or three small hexagonal units of the composite-like hexagonal unit of i or _ are replaced by a plate member having the same contour shape. The corner opening ^2) is an embodiment of the description (1〇) or (1)), and the depletion portion is formed by omitting a small hexagonal unit in the center of the composite of six or Φ. In the embodiment of the present invention, the configuration of the plate material should be relatively lower than the honeycomb structure, so as to be located in the opposite upper part of each of the ray, the rib structure (10) 桁 year unit in the virtual bee green shape The composite surface of the hexagonal secrets is the interface of the Γ — — 具 具 具 具 具 具 具 具 具 具 具 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社 社Way to ride the joint. By this, 纟 = complex composite _ unit and the composite _ single ===; ϊΐ ί ί ί , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , The amount of components, shortening the construction period, and ensuring freedom (6) The apex configuration of the six (four) lattice of the virtual honeycomb hive according to the present invention 200846526 =. = single = point. The composite truss unit has a street frame structure, and is a second element and a scorpion: a large rigid domain is formed around the apex of the hexagonal lattice. "Rigid domain" refers to the section where the beam is installed in the section area. If there are special features, the deformation field will occur in several materials, and the interface surface is larger than the hexagonal shape ε. In order to take small, the closer to the apex, the larger. A large rigid domain is formed around the shape, as it is reduced in the virtual honeycomb shape. Buildings that are joined at the level of the horizontal edge are particularly advantageous. This is not to be strong and thorough, and to read the side _ domain, so it is special, /, ° 卩 wound this, expand the rigid domain around the apex, than the strengthening of the edge of the t Corresponding stress = structure::: The complex linear member of the composite truss unit, the number of the invention was just 'because the honeycomb structure can be increased by the relatively weak apex of the honeycomb structure, it can improve the rigidity of the entire building structure and strength. The settlement is higher than that of the ___ Preferably, the member is made of steel, and the ubiquitous (9) can be used. In addition, in the present invention, it is possible to join the two parallel-shaped frame units having different shapes and shapes in parallel. For example, the first layer: The unit 're-joined into a honeycomb shape. Further, for example, the first 1 '3' =:: layer also forms a second honeycomb structure. The shape is a composite honeycomb structure, with a virtual honeycomb / corner It is equivalent to the formation of a large rigid domain around the apex of the private child. The door (m'Ben Γ ' 亦可 亦可 亦可 亦可 亦可 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆 姆The frame unit can improve the rigidity and strength. By:: The stiffness of the frame is early. The general high-rise or ultra-high load is getting bigger and accumulating stress. Therefore, the lower layer will be configured = light weight and two layers of nf Set the sparse plate member (or unconfigured) to make the material 1. At the same time, the opening can be enlarged. =日_的录转^, 射麟读域工 曰荣的建筑有有局的性. In addition, because it can be used dry
果δ於現%駄之鋼筋混凝土造之献:!!法,可雜短工期。 結果,可以降低成本。 J 社構(ft發明之蜂巢狀建築構造體具有完全不同於傳統之一般框_ 結構之外硯特徵,故具有高設計性之優點。 祕木 【實施方式】 12 200846526 參照圖=,針對本發明之實施形態進行說明。 =、、弟1圖〜第3圖’針對本發明之蜂巢狀建築構造體之一實施 1圖⑻係本發明之蜂巢狀建觸造體彻之面狀擴 圖中Γ广之一部份之概略正面圖。第1圖(b)係第1圖⑻之側面 巢狀形狀之關係模式ί《圖係弟1圖⑻之蜂巢狀構造及虛擬蜂 狀第3圖。第3圖中,以虛線表示立設之虛擬蜂巢狀形 第3圖之實施靖,單位格子之六角形格子h係以 個^、_二平方向之方式配置。轉之六肖祕子h彼此共用1 =:=;:r+h亦可—角形,, 本發明之「錢蜂做」做 規定用嘯姻_峨’係為了方便 ======= 此外上’係呈現立設於垂直方向之面狀擴張。 來下:'~明内。「面狀」係—^ ;::=:=:== 力及伸樣败嫩ffi, 13 200846526 用之各種框單70之—。「框單係將複數線狀構件組合成 :體=建麟造構件。框單元之材_輪為佳,細,只要形狀相 、’= 以為其他材料。其他材料如,鋼架鋼筋混凝土、CFT、RC、 有付射々。I匕外、’亦可以使用高耐力鋼。使用高耐力鋼之構造體,具 單^人右i以Sl(骨架鑲嵌)分離工法之骨架為佳。本發明時,框 早兀所含有之線狀構件彼此之接合, 人 (以下之其他形態亦相同)。 頂心第太^所不’1個複合街架單元20配置於六角形格子卜之1個 =^施例時’複合衔架單元2G之中心23與六細 « h"1"""v ^ ^1 看時,由蜂巢狀形狀H上。「内部」係指正面觀 如此,利用i置桁ίί内,域’侧面觀看時’係厚度範圍内區域。 如箪^桁 於頂之周圍形成較大之剛域。 形態圖所示之虛擬蜂巢狀形狀Η,係可共用於以下之其他實施 示刪嶋…祕子h(只以虛線標 合街架單^概,胁六細好h之邊個複 進行接合為佳。因^ . 進仃接口,於邊之中央 W h iv 〇 h之頂點觸之職複合触單70 20來擴大六肖形格子 彳或’ ^鬲蜂巢狀構造之剛性及強度。 之開:==Γ之6個複合街架單元20圍繞形成六角形 1個複合街;^ 敎-半形狀。 個三角形之開口心 桁条早70 10而形成,具有3 25 #入- 於建築構造體101之相對下方部份, 瓜入數倾_單元20之_ 口部24。 14 200846526 蜂巢狀構造之上方朝下方緊密地嵌人。藉由以板構件25充填開口部 24,可提高複合街架單* 2〇之剛性及強度。藉此,可以對應從建築構 造體101之上方朝下方累積之應力。If the δ is in the present 駄 駄 钢筋 造 : : ! : : : : : ! ! ! ! ! !! As a result, the cost can be reduced. The J-community (the honeycomb structure of the invention of ft has the advantage of being completely different from the conventional general frame-structure, so it has the advantage of high design. The secret wood [Embodiment] 12 200846526 Referring to Figure =, for the present invention Embodiments of the honeycomb structure of the present invention are shown in FIG. 1 (8). The honeycomb-shaped structure of the present invention is completely expanded in the surface. A schematic front view of one part of the wide section. Fig. 1(b) is a relationship diagram of the shape of the nested shape on the side of Fig. 1 (8). The honeycomb structure and the virtual bee pattern of Fig. 1 (8). In the figure 3, the implementation of the virtual honeycomb form of Figure 3 is indicated by a broken line, and the hexagonal lattice h of the unit lattice is arranged in the direction of ^ and _ two flats. The six secrets h are shared with each other. 1 =:=;:r+h can also be - angled, the "money bee" of the present invention is specified as a whistle _ 峨 ' for convenience ======= The plane of the direction is expanded. Come down: '~明内."Face-like"—^ ;::=:=:== Force and stretched and ffi, 13 200846526 Frame frame 70. - "The frame is a combination of a plurality of linear members into: body = Jianlin made members. The material of the frame unit _ wheel is better, fine, as long as the shape phase, '= think of other materials. Other materials such as , steel frame reinforced concrete, CFT, RC, have paid shots. I can also use high-strength steel. Use high-strength steel structure, with single ^ person right i with Sl (frame mosaic) separation method In the present invention, the linear members included in the frame are joined to each other, and the person (the other forms are the same as the following). The top center is not arranged. One composite street frame unit 20 is arranged in a hexagon. One of the plaids = ^ When the case is 'the center of the composite frame unit 2G 23 and the six thin « h"1"""v ^ ^1 when viewed from the honeycomb shape H. "Internal" is correct In this way, using i set 桁ίί, the domain 'viewing from the side' is the area within the thickness range. For example, 箪^桁 forms a large rigid domain around the top. The virtual honeycomb shape shown in the shape diagram is Can be used in the following other implementations to delete... 秘子h (only with a dotted line to mark the street frame single, summary six fine It is better to join the side of h. Because of the entrance, the apex of the center of the edge of the W h iv 〇h touches the composite contact sheet 70 20 to expand the six-dimensional lattice 彳 or ' ^ 鬲 honeycomb structure The rigidity and strength of the opening: == 6 composite street frame units 20 around a hexagonal composite street; ^ 敎-semi-shaped. The triangular opening of the heart is formed by 70 10, with 3 25 #入- In the lower part of the building structure 101, the number of the plunging _ unit 20 _ mouth 24. 14 200846526 The top of the honeycomb structure is closely embedded below. By filling the opening portion 24 with the plate member 25, the rigidity and strength of the composite street frame can be improved. Thereby, it is possible to correspond to the stress accumulated from above the building structure 101 toward the lower side.
第1圖⑻所示之建築構造體101,係適用於例如用以構成建築物 之外周部份之筒體結構1為第彳_所示之蜂巢狀構造為平面狀, 可以當做角筒形之筒體結構之—侧面來·。此外,雖缺圖上並未户 示,但亦可藉由於-部份之複絲架單域複合_單元彼此之接: 部份配設若干之曲折,全體成為曲面狀之蜂巢狀構造。曲面狀之 狀構造可應聽圓筒形或橢圓筒形之龍結構(以下之其他形離亦相 於弟1圖⑻所示之建築構造體101配設版時,例如 格子h之上邊或下叙位置,断版之端部及複餘元 ί為:之上邊及下邊之位置配設版時,1階層之: 度為/、跡格子h之减之2分之彳。藉由將立設 :端部,提__调_度(町之其 ^ 2 ®(a)_ _成彳倾合桁架單元2G之3 之其中之-之圖。_架較1G,於本例係以由 1 各邊構件具有特仅剖_,基本上,全^圖戶 正面圖所示,副健單元扣之輪_狀(最外侧之輪 =相面。^ 言’將3個線狀構件單純組合成三角形時之輪角形。-然而,本發明之雜架單元1G時,係於三_之3 =狀為三角形。 ^頂點附近進行嫌喊為5彳_之五㈣之^點當中之; 桁架單it 10之顧存在5個外周面彳、2、3、f ^狀。因此,昏 1〇之内部,形成三角形之開口部14。 、。於副桁架單元 如第2圖(b)所示’互相接合3個副衔架單元1〇而带成1 15 200846526 ΐΐ Γ全之糾麻1、1。本實施例時,3個副桁架 狀^此時’第2圖⑻所示之2個外周面1、1 廓二為120。。如第2 _所示,複合柯架單元2〇之輪 跡狀為,、角形。_六角形,係交互配置著3個 因此,於複合桁架單元2〇周圍,交 及對雍具诔—μ 又反小取耆對應紐邊之外周面4、 ==。外周面4係合併2個·架單元10之2個外 ^ Γ 平面。因此,第2圖⑻所示之外周面1及外周面2 =來之角/3為直角。對應短邊之外周面4係與相鄰之柯架單元之 泛面。對應長邊之外周面5則非接合面。 咅。ΪΓ架單元2〇之六角形之短邊及長邊之長度之比為任 二面㈣丨f ^邊之長度之差若太大’則六角料輪近三角形而使接 =、r圖⑻之開口部w會變大)。另—方面,短邊及長 篦1 :r、以小’則'、角形接近正六角形而使接合面變大(此時, 圖(a)之開口部w會變小)。本發明之框較之輪廓形狀之「六角 u b面威看時,係包括從接近三角形至接近正六角形之全部在内。 6個架單元2〇之六角形’並不必滿足具有6條直線邊及 ==近六角形即可。因為實際用以構成建築構造體: 上么 貝為ΰ式各樣,連輪廓形狀之細部都要正確地滿足幾何學之 要件並不符合現實。例如,配合個之材質而於採用適度設 狀』形狀之—部份出現若干凹凸時。此外,形成輪廓形 時。样:之框單:^不是完全之平坦面’而為稍為傾斜之曲面 本發月之忙早凡之輪廓形狀之「六角形」係包含如上所述之六 ’之變形形態在内。此點於以下之其他實施形態亦相同。 t第2剛所示,3個副街架單元10之一體化而形成之複合桁架 t 具備從中心23分別朝3方向延伸之3個線狀構件21、及各 、”狀構件之月ό端彼此連結之3個線狀構件22。此外,將朝3方向延伸 16 200846526 $線2餅之基點稱為「巾心」。藉由接合糊形狀之3個副街 =:’=ΤΓΓ面積成為線狀構件22之剖面積之2 之副街架單元10之開^ 14個二㈣之開°部24 ’然而,其係原來 第2圖⑹係板構件25圖。板 之開口部24相同之厚度及形狀之構造構件 4 ° m 2〇 離進Pi 第5圖,針對本發明之蜂巢狀建築構造體之其他形 輸綱版蜂巢狀構 構成第4 _之蜂錄構造之複合_單=圖關。以圖係用以 元20相η b ^ 〇之輪廓形狀與複合桁架單 置複 彼此;t 卜相郇之2個複合桁架單元3〇 == 行接合,其接合面4與該邊交叉。此外, /成由配置於六角形格子h之6個複合柯架單元 二與第_ 1 _之形態相同’於位於相對下方_^ (她形態之板構件25相同。構件35。板構件35係與第1圖 第5圖係複合桁架單元30之詳細圖。 從中心33朝3方向延伸之3個腳構件31之三=由具備 各腳構件31 4雜狀3 _獅32細^^之結 =形,交互配置著3個長邊及3個短邊。對應於六二隔 外4為接合面。對應長邊之外周面5為非接合面。此 架單元1。之一另,=='= 17 200846526 以一體單元來形成,此點與前述不同,然而,輪廓形狀及内部形狀則 完全相同。第5圖之實施例時,三股形構件之剖面積為邊構件之剖面 積之大約2倍,然而,其他實施例時,全部線狀構件之剖面積亦可以 相等。 參妝弟b圖及弟7圖,針對本發明之蜂巢狀建築構造體之其他形 態進行說明。第6圖(a)係本發明之蜂巢狀建築構造體1〇3之蜂巢狀構 造之部份概略正面圖。第6 ®(b)係第6圖⑻之側面圖。第7圖⑻ 係用以構成第6圖(a)之蜂巢狀構造之各構件圖。The building structure 101 shown in Fig. 1 (8) is applied to, for example, a honeycomb structure 1 for forming a peripheral portion of a building, and the honeycomb structure shown in Fig. _ is a planar shape, and can be used as a rectangular cylinder. The structure of the cylinder - the side to come. In addition, although it is not shown in the figure, it can also be connected to each other by the - part of the multi-frame composite _ unit: some of them are arranged with a number of zigzags, and the whole becomes a curved honeycomb structure. The structure of the curved shape can be heard in the shape of a cylindrical or elliptical cylindrical dragon (the other shapes described below are also arranged in the version of the building structure 101 shown in Figure 1 (8), for example, the upper or lower side of the lattice h The position of the stencil, the end of the stencil and the suffix ί are: when the upper and lower positions are equipped with the version, the 1st level: the degree is /, and the trace Grid h is reduced by 2 points. : End, mention __调_度 (the word of the town 2 ^ (a) _ _ into the truss unit 2G of 3 - _ frame than 1G, in this case by 1 Each side member has a special cross-section _, basically, the front view of the full-figure household is shown in the figure, and the sub-health unit buckles the _ shape (the outermost wheel = the opposite side. ^ 言', the three linear members are simply combined into The shape of the triangle in the shape of a triangle. - However, in the case of the frame unit 1G of the present invention, it is in the form of a triangle of three _ 3 =. The vicinity of the apex is a point of 5 彳 _ 5 (4); There are five outer peripheral faces 彳, 2, 3, and f^ in the case of it. Therefore, the inside of the faint is formed into a triangular opening portion 14. The sub-truss unit is as shown in Fig. 2(b). Interlocking 3 sub-frames 1 〇 〇 1 15 15 15 15 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 2008 1、 1、 1、 1、 1、 1、 1、 1、 1、 1、 1、 1、 1、 As shown in the second _, the composite frame unit 2 has the shape of the wheel, and the angle is _ hexagonal, and the three are alternately arranged. Therefore, around the composite truss unit 2, the intersection and the 雍-μ is inversely smaller than the peripheral surface 4, == outside the new side. The outer peripheral surface 4 is a combination of two outer surfaces of the two frame units 10. Therefore, the outer surface 1 and the outer surface 1 shown in Fig. 2 (8) The outer peripheral surface 2 = the angle of origin / 3 is a right angle. The outer surface of the short side is 4 and the outer surface of the adjacent frame unit. The outer surface of the long side is not the joint surface. 咅. Truss unit 2〇 The ratio of the length of the short side of the hexagon and the length of the long side is the difference between the lengths of the two sides (four) 丨f ^ sides. If the difference between the lengths of the sides is too large, the hexagonal wheel is nearly triangular and the opening w of the figure (8) is changed. On the other hand, the short side and the long 篦1 :r, the small 'then', the angle close to the regular hexagon and the joint surface becomes larger (in this case, the opening w of the figure (a) becomes smaller). Invention frame compared to contour shape The "hexagonal ub face" includes all from near triangles to nearly regular hexagons. The hexagonal shape of 6 frame units is not necessarily satisfied with 6 straight edges and == near hexagons. Because it is actually used to form a building structure: the top of the shell is a scorpion, and the details of the contour shape must meet the requirements of the geometry correctly. For example, with a material and a moderate shape. When there is a certain number of irregularities in the shape, in addition, when forming a contour shape, the sample: the frame is: ^ is not a completely flat surface, and is a slightly inclined surface. The shape of the moon is the shape of the hexagon. "The deformation form of the six' described above is included. This point is also the same in the other embodiments below. As shown in the second, the composite truss t formed by the integration of the three sub-array units 10 includes three linear members 21 extending in the three directions from the center 23, and the meniscus of each of the "shaped members" The three linear members 22 are connected to each other. Further, the base point of the cake extending in the three directions 16 200846526 $ line 2 is referred to as a "heart". By joining the three sub-streets of the paste shape =: '= ΤΓΓ area becomes 2 of the cross-sectional area of the linear member 22, and the opening of the sub-street unit 10 of the second member Fig. 2 (6) shows a plate member 25. The structural member of the same thickness and shape of the opening portion 24 of the plate is separated from the Pi 5th figure, and the honeycomb structure of the honeycomb structure of the honeycomb structure of the present invention constitutes the fourth _ The composite of the structure _ single = map off. The contour shape of the element 20 η b ^ 以 is used to form a complex with the composite truss; the two composite truss elements 3 〇 == are joined, and the joint surface 4 intersects the edge. In addition, the six composite frame units 2 disposed in the hexagonal lattice h are the same as the shape of the first _ 1 _ in the opposite direction _^ (the plate member 25 of the same form is used. The member 35. the plate member 35 is Fig. 1 is a detailed view of the composite truss unit 30. Three of the three leg members 31 extending from the center 33 in the direction of 3 = by having the respective leg members 31 4 miscellaneous 3 _ lion 32 fine ^ ^ knot = shape, three long sides and three short sides are alternately arranged. Corresponding to the six-two outer 4 is the joint surface. The outer surface 5 is a non-joining surface corresponding to the long side. One of the frame units 1. Another, == '= 17 200846526 is formed in one unit, which is different from the above, however, the contour shape and the inner shape are exactly the same. In the embodiment of Fig. 5, the sectional area of the three-member member is about 2 of the sectional area of the side member. However, in other embodiments, the cross-sectional areas of all the linear members may be equal. The other embodiments of the honeycomb structure of the present invention will be described with reference to Fig. 7 and Fig. 7 (a). A schematic front view of a honeycomb structure of the honeycomb structure 1〇3 of the present invention. 6 ® (b) is a side view of Fig. 6 (8). Fig. 7 (8) is a diagram showing the components of the honeycomb structure of Fig. 6 (a).
第6圖⑻所不之建築構造體1〇3具有用以進行互相a 第2之2狀蜂錄。贱料料輯造德料找ί為^ 的,假設相同形狀之2層之虛擬蜂巢狀形狀…、Η2。如第 側面圖之虛線所示,2層之虛擬蜂巢狀形狀係互相平 二同= 3ΪΓ2層之虛_巢狀形_ *之各六角形格㈣2 第6圖⑻中,於内側之第]虛擬蜂巢狀形狀⑴ 右 角形格子Μ之1個頂點之方式配置桁架單元4〇。 〃卩3有六 第7圖(a)係桁架單元40之詳細圖。枪牟° 形。該六角形具有3個短邊及3個長邊,相问,為六角 面為接合面。對應長邊之外周面5 A 二’、摘3個短邊之外周 個邊構件42所形成,其内部形成:角^面^架單元40只由3 個邊構純之長度及粗細係相t °本實施例時,3 如第6圖⑻所示,相鄰之2购^44為正三角形。 之邊上進行接合,其接合面4與該邊蚊。舰於^形格子hi 造。此外,形成由配置於六角形袼 9 ,形成第1蜂巢狀構 開口部w。 個相'架單元40所圍繞之 第6圖(a)中,於前侧之第2卢 虛擬蜂巢狀开細2,三股形單元5〇 200846526 配置於六角形格子h2之1個頂點。三股形單元5〇之中心53之位置 與頂點一致。 弟7圖(b)係二股形單元5〇之正面圖。三股形單元5〇具備從中心 53朝3方向延伸之3個腳構件51。本實施例時,3個腳構件51之長 度及粗細相等。各腳構件51之基點為中心53。各腳構件51之前端面 4為接合面。The building structure 1〇3, which is not shown in Fig. 6 (8), has a second-and-two-shaped bee record for mutual a.贱Materials are made to find ί as ^, assuming a virtual honeycomb shape of 2 layers of the same shape..., Η2. As shown by the dotted line on the side view, the virtual honeycomb shape of the two layers is flat with each other = 3 ΪΓ 2 layers of virtual _ nest shape _ * each hexagonal lattice (four) 2 Figure 6 (8), the inner side of the virtual] The truss unit 4〇 is configured in such a manner that the honeycomb-shaped shape (1) has one vertex of the right-angled lattice Μ. 〃卩3 has six Figure 7 (a) is a detailed view of the truss unit 40. The gun is shaped like a cone. The hexagon has three short sides and three long sides, and the hexagonal surface is a joint surface. Corresponding to the peripheral surface 5 A 2' of the long side, and the outer side member 42 of the 3 short sides are formed, and the inside thereof is formed: the length of the corner ^ frame unit 40 is purely composed of 3 sides and the thickness and thickness of the phase t ° In the present embodiment, 3, as shown in Fig. 6 (8), the adjacent 2 purchases ^ 44 are equilateral triangles. Engaged on the side, the joint surface 4 and the side mosquitoes. The ship was built in a chevron. Further, the formation is performed by the hexagonal crucible 9 to form the first honeycomb-shaped opening portion w. In the sixth figure (a) surrounded by the phase unit 40, the second circumstance on the front side is a virtual honeycomb opening 2, and the three-strand unit 5 〇 200846526 is disposed at one vertex of the hexagonal lattice h2. The position of the center 53 of the triple-shaped unit 5 is the same as the apex. Figure 7 (b) is a front view of a double-shaped unit. The three-strand unit 5 has three leg members 51 extending from the center 53 in the three-direction. In the present embodiment, the length and thickness of the three leg members 51 are equal. The base point of each leg member 51 is the center 53. The front end face 4 of each leg member 51 is a joint face.
如第6圖⑻所示.,相鄰之2個三股形單元5〇彼此於六角形格子 h2之邊上進行接合,其接合面4與該邊交叉。藉此,形成第2蜂巢狀 構造。結果,f 2蜂巢狀構造具有與於第2虛擬蜂巢狀形狀H2之六 角形格子h2之各邊配置等剖面之線狀構件者相同之形狀。 如第6圖(a)所示,第1蜂巢狀構造之桁架單元4〇彼此之接人面 與第2蜂巢狀構造之三股形單力6〇彼此之接合面,從正面觀看時^系 位於相同位置。如第6 ®(b)所*,第彳蜂絲構造及第2蜂巢狀構造,、 係使相對之面彼此相抵並利用特定接合手段進行接合來實現一體化。 口此’將-體化之2層之蜂巢狀構造視為彳個複合蜂巢狀構造 個虛擬蜂巢狀形狀之六角形格子之頂點周圍形成較大 第7圖⑹係欲入於第6圖⑻之衔架單元4〇之開口部44 。板構件45係具有與開口部44 _之厚度及形狀之構造構件。 。弟6圖⑻所不’複數之板構件45配置域築構造體· 方部份。 日對下 芩照第8圖及第 食#丨习令赞明之蜂巢狀建築構造體之复 =進行朗。帛8圖⑻縣糾之蜂錄賴構親之蜂= =部份概略正。第8 _係第8圖⑻之側關。第俾 構成弟8圖(a)之蜂巢狀構造之框單元之一之圖。 你用 第8圖⑻所示之建築構造體1〇4,係與第6圖⑻所 同,形成於2層之虛擬蜂巢狀形狀H1、H2上。形成於第,虛擬^ 19 200846526 之嶋架單元4G·繞之開口部=’形成配置於六角形格子h1 狀之狀H2 ’具有與六角形格子h2相同之輪靡形 狀之/、_早7〇 6G重魏置於六肖形格子心。 第9圖係六角形單元6〇 面之邊構件61所形成,且有圖。六角形單元60係由6個等剖 、真搂此以 t 或/、有,、角形之開口部64。六角形單元60之夂 =彼此之域合面。如第8 _)所示,2個六角形單元 圖⑼所不,第1蜂巢狀構造及第 , =:並:用特定接合手段進行接合來 盥於^ / 綠構造視為1個複合蜂大構造,即可將其視為 所示示’然而’本發明之蜂巢狀建築構造體可以實施如下 圖圖⑻或第8圖⑻之形態時,亦可以第1圖⑻或第4 欧Γ巢狀構造置換第1蜂巢狀構造。亦即,將第6圖⑻ ^^ΓΓ3ϋ°纖槪及複爾單元,因為六角形 ’故可進㈣換。進行置換時,第1及第2蜂巢狀 為料,、角形格子之頂點厢皆存在著三股形部份。結果,因 股形部份重疊,而使剛性變大。因此,於建築構造體之相對 4伤’將桁架單元40置換成複合桁架單元2〇或3〇 形能i照f㈣及第彳彳®,針對本發明之蜂巢狀建築構造體之其他 。第1G _本發明之蜂驗建築構造體1Q5之蜂巢狀 “之雜概略正面圖。第Ή圖⑻〜⑼係用以構成第W圖之蜂巢狀 20 200846526 構造之各構件圖。 第10圖中,基本上,於立設之一層之虛擬 丄 ::二虛4標示:1 複θ類似κ、角形單元80係本實施形熊其 。— 有輪廓形狀相同之變形形態之複合類似六角ς ^ ^70^、他則 合」。係_ 1解摘含核數之料元_與。彳個=、 形早7G 80係由4個小六角形單元7〇接合^之=角 似口形單元81、82、83係將複合類似六角形成單元 =一,份置換成板構件75。愈是建築構造體1心= 配置者愈多之板構件75。 心卜万口⑼刀, 第11_係小六角形單元70之 6個等崩之__成,具有她彡之_部74 係由 弟11圖(b)係板構件75之詳細圖。 單元μ相同之厚度及輪廊形狀之構造構件 有與小六角形 圖。==开80、81、82、83之正面 敌口力貝m、角形早兀8〇係由4個 形成。「星形」係指以1個小六角形單元7〇/中70之生形接合而 別以放射形狀接合3個小六角^元早ς 7〇=中心,於其相隔之邊分 輪廓形狀為類似六㈣。「類似^ # = 單元即之 廊所形成之凹部8而連結最外之線」=;^見士桁架單元8〇之輪 之複合桁架單元2。、3。及二上,純虛線>時’與前述實施形態 類似六角形也與六角形時相:::3=狀:六角形相同。該 複合類似六角形單元8〇時 二邊及3個長邊。 各一邊為接合面4。雜入而^“輪靡之3個小六角形單元70之 對應類似六角形之导‘:#應類似六角形之短邊之外周面。 為非接合面。長故之外周面5(中央部侧為凹部8而形成缺口) 複合類似六角形單元δ1、82、83係將複合類似六角形單元8〇之 21 200846526 4並tliit形單元7G當中之1個、2個、或3個相成板構件75 有六子單元H 82、83分別以含 此外II ΐη 進行接合’其接合面與該邊交叉。 β個專剖面之邊構件q 、角开/早兀90係由 面。如第10 ^件91所形成。大六角形單元9〇之外周面9為接合 角形單=8 STZ元9〇之_ 部形成開口部w。 83之各非接合面5。於大六角形單元9〇之内 角形巾φΓ賴構造體1G5之上转份,省略了複合類似六 周圍之Λ 角形單元70而形成空乏部76,存在只配置 由部份84所丄、有二早兀7〇之部份84。包含該等部份84之區域,藉 力㈣較小之上方之職位置為空乏部76,應 及下、真所不之本發明之各實施形態時,六角形格子之相對之上邊 =、平仃於轉方向社設成虛擬蜂驗形狀,然而,其他實施 平』於垂直方向(亦 夹之位置)而立設成虛擬蜂巢狀形狀來構築蜂巢狀構造。 > &、第12目及第13圖,針對本發賴框單元彼此之接合部 ^ 成框單元之線狀構件彼此之接合部之實施例進行說明。 ,只是範例,接合方法並無特別限制。此外,可以配合線狀構 用各種接合方法。第彳2圖及第13圖中,與第2圖為共同 成要素時,附與相同符號或類似符號。 構 22 200846526 •第12圖⑻〜⑹係第2 _所示之複合_單元2〇之接 =例。本實施例時,線狀構件係制剖轉狀為溝形之鋼材;^2 圖⑻係第2 _所示之複合姉單元2G之部份斜視圖2圖 =目當於第12_之)(剖面之圖,係2個複讀架單元2q之接=) 弟12圖(c)係第12圖(a)之Y剖面放大圖。 2 Η ^ 12圖⑻所示’對應複合街架單元20之短邊之外周面4係由 片平板鋼材2所形成。於平板鋪2,貫設著As shown in Fig. 6 (8), the adjacent two triple-shaped cells 5 are joined to each other on the side of the hexagonal lattice h2, and the joint surface 4 intersects the side. Thereby, the second honeycomb structure is formed. As a result, the f 2 honeycomb structure has the same shape as the linear member in which the cross-section of the hexagonal lattice h2 of the second virtual honeycomb shape H2 is disposed. As shown in Fig. 6(a), the joint faces of the turret units 4 of the first honeycomb structure and the three-part single forces of the second honeycomb structure are connected to each other, and when viewed from the front, the system is located. The same location. The sixth honeycomb structure and the second honeycomb structure are combined with each other, and the opposing surfaces are joined to each other and joined by a specific joining means to achieve integration. The honeycomb structure of the two layers of the body is regarded as a composite honeycomb structure. The apex of the virtual honeycomb shape is formed around the apex of the hexagonal lattice. Figure 7 (6) is intended to be in Figure 6 (8). The opening portion 44 of the frame unit 4〇. The plate member 45 is a structural member having a thickness and a shape with the opening portion 44_. . In the sixth diagram (8), the plurality of plate members 45 are provided with a domain structure and a square portion. The next day, the commemoration of the honeycomb structure of the 赞 第 第 第 第 第 = = = = = = = = = = = 蜂 蜂 蜂 蜂 蜂帛8 Figure (8) County Correction Bee Recording 构 亲 蜂 蜂 = = Partially positive. The 8th _ is the side of Figure 8 (8).俾 A diagram showing one of the frame units of the honeycomb structure of Fig. 8(a). You use the building structure 1〇4 shown in Fig. 8 (8), which is formed on the virtual honeycomb shapes H1 and H2 of the two layers, as in Fig. 6 (8). The truss unit 4G of the virtual ^ 19 200846526 is wound around the opening portion = 'formed in the hexagonal lattice h1 shape H2 ' has the same rim shape as the hexagonal lattice h2 /, _ early 7 〇 6G heavy Wei placed in the six-shaped lattice heart. Fig. 9 is a view showing a side member 61 of a hexagonal unit 6 and a figure. The hexagonal unit 60 is an opening portion 64 having six equal-sections, such as t or/, and having an angle.六角 of the hexagonal unit 60 = the surface of each other. As shown in the eighth _), the two hexagonal unit diagrams (9) are not, the first honeycomb structure and the first, =: and: joints are made by a specific joint means, and the ^ / green structure is regarded as one composite bee. The structure can be regarded as the illustration. However, the honeycomb structure of the present invention can be implemented as shown in the following figure (8) or Fig. 8 (8), and can also be nested in the first figure (8) or the fourth class. The structure replaces the first honeycomb structure. That is, the figure 6 (8) ^ ^ ΓΓ 3 ϋ 槪 槪 and the complex unit, because of the hexagon ‘ can be entered (four). When the replacement is performed, the first and second honeycombs are formed, and the apex of the angular lattice has a three-part portion. As a result, the rigidity is increased because the strands partially overlap. Therefore, the truss unit 40 is replaced with the composite truss unit 2 〇 or 3 能 in the building structure, and the other is the honeycomb structure of the present invention. 1G_The honeycomb front view of the bee-inspected building structure 1Q5 of the present invention. The first drawing (8) to (9) are used to form the honeycomb structure of the honeycomb structure 20 200846526. Fig. 10 Basically, the virtual 之一 in one layer of the erection:: 2 imaginary 4: 1 complex θ is similar to κ, angular unit 80 is the implementation of the shape bear. - The composite shape with the same shape and shape is similar to hexagon ς ^ ^ 70^, he is combined." Department _ 1 extracts the element containing the number of cores _ and.彳 =, shape early 7G 80 is composed of 4 small hexagonal units 7 ^ ^ = corners like mouth units 81, 82, 83 will be composite like hexagonal forming unit = one, part is replaced by plate member 75. The more the building structure 1 heart = the more plate members 75 are configured. The heart of the mouth (9) knife, the eleventh of the small hexagonal unit 70, the six equals collapsed, with her 彡 部 74 74 74 74 74 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图The structural members of the same thickness and the shape of the rim of the unit μ have a small hexagonal figure. == The front faces of 80, 81, 82, and 83. The enemy's mouth and shells are m, and the angles are 8 inches. "Star" means a shape in which one small hexagonal unit 7〇/中70 is joined, and three small hexagonal elements are joined in a radial shape, and the center is separated by a contour. Similar to six (four). "Comparative ^ # = The unit is the recess 8 formed by the gallery and connects to the outermost line" =; ^ The composite truss unit 2 of the wheel of the truss unit 8 。. , 3. And two, the pure broken line > when the same as the foregoing embodiment, the hexagon is also the same as the hexagonal phase::: 3 = shape: the hexagon is the same. The composite is similar to the hexagonal unit 8 二 two sides and three long sides. Each side is a joint surface 4. Miscellaneous and ^"The three small hexagonal units 70 of the rim are similar to the hexagonal guides': # should be similar to the short side of the hexagonal outer surface. It is a non-joining surface. The side is a recess 8 to form a notch. The composite-like hexagonal unit δ1, 82, 83 will be composited like a hexagonal unit 8 2008 21 200846526 4 and one, two, or three of the tliit-shaped units 7G The member 75 has six sub-units H 82 and 83 respectively joined by a further II ΐη' with its joint surface intersecting the side. The side members of the β-section are q, the corners are open/early and 90 are the faces. For example, the 10th piece Formed by 91. The outer peripheral surface 9 of the large hexagonal unit 9 is joined by an angled single = 8 STZ element 9 _. The portion is formed with an opening portion w. Each of the non-joining surfaces 5 of the 83 is formed inside the large hexagonal unit 9 The towel φ Γ 构造 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 In the area of the 84 parts, the position above the smaller (4) smaller position is the depletion department 76, which should be under the circumstance. In each of the embodiments, the opposite side of the hexagonal lattice = is set to a virtual bee shape in the direction of the rotation, but the other implementation is erected in a vertical direction (also at the position of the clip) to form a virtual honeycomb shape. The honeycomb structure is constructed. >& 12th and 13th, the embodiment of the joint portion of the frame unit and the line member of the frame unit is described. The joining method is not particularly limited. Further, various joining methods can be used in combination with the linear configuration. In the second and third figures, the same symbols or the like are attached to the same elements as in the second drawing. 200846526 • Fig. 12 (8) to (6) are examples of the composite_unit 2〇 shown in the second _. In the present embodiment, the linear member is formed into a groove-shaped steel; ^2 (8) is the first 2 _ The composite 姊 unit 2G part of the oblique view 2 figure = the target is the 12th) (the figure of the section, the connection of the two repeater units 2q =) Brother 12 (c) is the 12th Figure (a) is an enlarged view of the Y section. 2 Η ^ 12 Figure (8) shows the short side of the composite street frame unit 20 2 is formed by sheet steel plates. Shop to the plate 2, provided consistent with
如第12圖⑼所示’於2個複合_單元2〇之各外周== 鋼材所構紅接合板26,並以 如弟12圖⑹所示,鋼材μ係使2個鋼材^之 ^固定具28(螺栓及螺帽等)進行接合。藉此,鋼材21成為 Η形鋼材相同之形狀。 虽又之 鋼材21及鋼材22相抵接之部份、及該等崎21、^ =相抵接之部份,原則上,以工廠炫接接合為佳。然而,時, ^可以為現場熔接接合。此外,必要時,亦可實施2個鋼材 = =板鋼材2及接合板26之現難合。魏 目之=^ (鋼材m、11Β、21、22'平板鋼材2、接合板26)亦相同^貝施例 第13圖⑻〜⑹係第2圖(b)所示之複合街架單元2〇 第^^。本實施_,線狀構件係使關面形狀為㈣之^才。 ^圖⑻係第2 _穌之複合_單元2Q之部物導第才 _係相當於第13圖⑻之s麻之圖,係2個複合街 弟 接e邛。第13圖⑹係第13圖⑻之τ剖面放大圖。、 之 如第13圖⑻所示,對應複合桁架單元2〇之短邊之外周面 片平板崎2所碱。賴2丨平板鋼材2所形成之平面告 際之外周面之關會鼓起。於該鼓起之部份,貫設著峡 ^用只 =2a。如第13圖⑼所示,2個複合街架單元2〇之各外周面 者由鋼材所構成之接合板26,並_ @定具27(螺栓及螺鱗)進二固 23 200846526 定0 如第13圖(b)⑹所示,鋼材21係使2個鋼材11A、11B之一側面 互相抵接並以固定具28進行接合。該接合可以採用如下所示之方式。 首先,將固定具28之螺栓28b之末端炫接至(符號挪為炫接部奶 -方之鋼材11A之侧面。於另—方之鋼材j】B之相對之2個侧面 設著供螺栓28b貫穿之孔28c。該等作業可以於 、 組合時’使螺栓28b貫穿崎11B之孔28c並利__進^;定。 使用角形鋼材之帛13圖之實施例,與使用溝形鋼材之第12圖之 φ 比’其剛性及強度較大。因此,高層及超高層時適合 13圖之方法。 a 【圖式簡單說明】As shown in Fig. 12 (9), the outer circumference of the two composite _ unit 2 = == the red joint plate 26 of the steel material, and as shown in Fig. 12 (6), the steel material system is used to fix the two steel materials. Engage with 28 (bolts, nuts, etc.). Thereby, the steel material 21 has the same shape as the bismuth steel. In spite of the fact that the steel 21 and the steel 22 are in contact with each other, and the parts of the same 21, ^ = are in contact with each other, in principle, it is preferable to use a factory joint. However, when ^ can be welded for the field. In addition, if necessary, it is also possible to implement two steels = = plate steel 2 and joint plate 26. Weimuzhi = ^ (steel m, 11 Β, 21, 22' flat steel 2, joint plate 26) is also the same ^ 施 例 Example 13 (8) ~ (6) is shown in Figure 2 (b) composite street unit 2 〇第^^. In the present embodiment, the linear member is such that the shape of the closing surface is (4). ^ Figure (8) is the second _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Fig. 13 (6) is an enlarged view of the τ section of Fig. 13 (8). As shown in Fig. 13 (8), the outer peripheral surface of the composite truss unit 2 is the base of the flat surface. The plane formed by Lai 2丨 flat steel 2 will be swelled outside the perimeter. In the part of the bulge, the gorge is used As shown in Fig. 13 (9), the outer peripheral surfaces of the two composite street frame units 2 are made of steel plate, and the yoke is 27 (bolt and screw scale) into the second solid 23. As shown in Fig. 13 (b) and (6), the steel material 21 is such that one side surface of the two steel materials 11A and 11B abuts each other and is joined by the fixture 28. The joining can be carried out in the manner shown below. First, the end of the bolt 28b of the fixture 28 is spliced to (the symbol is shifted to the side of the steel portion 11A of the dazzle portion milk side). The bolts 28b are provided on the opposite sides of the steel sheet j of the other side. The hole 28c is penetrated. These operations can be used to make the bolt 28b penetrate the hole 28c of the strip 11B and make it into a hole. The embodiment using the angled steel is shown in Fig. 13 and the grooved steel is used. The φ of the 12 graph is larger than its rigidity and strength. Therefore, it is suitable for the 13-graph method in the high-rise and super-high-rise. a [Simplified description]
Ll=)係本發明之蜂絲賴構之—實_態之錄擴張之蜂 =構以部份概略正面圖。第彳圖(_第彳圖⑻之側面圖。 f圖⑻;7⑹係用以構成第1圖⑻之蜂巢狀構造之各構件圖。 镇圖係第1圖⑻之蜂巢狀構造及虛擬蜂巢狀形狀之關係模式圖。 ⑻係本發明之蜂巢狀建築構造體之其他實施形態之蜂巢狀構造 /伤概略正面圖。第4圖(b)係第4圖⑻之侧面圖。 =圖係肋構成第4圖⑻之蜂巢狀構造之_單元之正面圖。 之係本發明之蜂巢狀建築構造體之其他實施形態之蜂巢狀構造 概略正面圖。第6圖(b)係第6圖⑻之侧面圖。 篦ft二句(C)係用以構成第6圖⑻之蜂巢狀構造之各構件圖。 之,⑻係本發明之蜂巢狀建築構造體之其他實施形態之蜂巢狀構造 口刀既略正面圖。第8圖⑼係第8圖⑻之侧面圖。 第係用以構成第8目⑻之蜂巢狀構造之—構件之正面圖。 之部係本㈣之蜂巢狀絲構造體之其他實施形態之蜂巢狀構造 伤概略正面圖。 第1圖⑻〜⑼係用以構成第1〇圖之蜂巢狀構造之各構件圖。 24 200846526 第12圖⑻〜⑹係第2圖⑼所示之複合桁架單元之接合部之實施例。 第12圖(a)係第2圖(b)所示之複合桁架單元2〇之部份钭# R。笛12 _係嫩“ _之X敝目,係2倾=^/接i2 部。第12圖⑹係第12圖⑻之γ剖面放大圖。 早接口 第13圖⑻〜⑹係第2 _所示之複合_單元之接 2剛獅讀合桁料元2G之部斜視圖:第 之^^相Λ於弟13圖⑻之s綱之®,係2個複合触單元20 之接“卜弟13 _係第13圖⑻之τ剖面放大圖。Ll=) is a bee-like structure of the present invention. Fig. (Fig. 8); Fig. 8(6) is a diagram showing the components of the honeycomb structure of Fig. 1 (8). The honeycomb structure and the virtual honeycomb of Fig. 1 (8) (8) A front view of a honeycomb structure/injury according to another embodiment of the honeycomb structure of the present invention. Fig. 4(b) is a side view of Fig. 4 (8). Fig. 4 is a front view of the honeycomb structure of the honeycomb structure of the present invention. Fig. 6(b) is a side view of Fig. 6 (8). Figure 篦 二 二 二 (C) is used to form the components of the honeycomb structure of Figure 6 (8). (8) The honeycomb structure of the honeycomb structure of the present invention is similar Fig. 8 (9) is a side view of Fig. 8 (8). The first part is a front view of the component which constitutes the honeycomb structure of the eighth item (8). The other part is the other implementation of the honeycomb structure of the fourth (4) A schematic front view of the honeycomb structure of the form. Fig. 1 (8) ~ (9) are used to form the bee of the first figure 24 200846526 Fig. 12 (8) to (6) are examples of the joint portion of the composite truss unit shown in Fig. 2 (9). Fig. 12 (a) is a composite shown in Fig. 2 (b) Part 桁 of the truss unit 2钭# R. flute 12 _ 嫩 “ " _ X 敝 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , Figure 13 (8) ~ (6) is the second part of the composite _ unit shown in the second _ 2 lion reading and reading element 2G oblique view: the first ^ ^ phase Λ 弟 13 13 (8) s gang's ®, Department The two composite contact units 20 are connected to each other by the τ section of Fig. 13 (8).
【主要元件符號說明】 1 ' 2'3外周面 2a孔 4外周面(接合面) 5外周面(非接合面) 6外周面 8凹部 9外周面 10副桁架單元 11、21、22邊構件(鋼材) 11八鋼材 11B鋼材 12長邊構件 20、30複合桁架單元 23中心 40桁架單元 24'34、44、74 開口部 25、35、45、75 板構件 26接合板 25 200846526 27、28固定具 28a熔接部份 28b螺栓 28c貫穿之孔 50三股形單元 51腳構件 53中心 60六角形單元 70小六角形單元 ⑩74開口部 75板構件 76空乏部 80、81、82、83、84複合類似六角形單元 90大六角形單元 91邊構件 101、102、103、104、105蜂巢狀建築構造體 w開口部 h、h1、h2六角形格子 Η、Ή1、H2虛擬蜂巢狀形狀 26[Description of main component symbols] 1 '2'3 outer peripheral surface 2a hole 4 outer peripheral surface (joining surface) 5 outer peripheral surface (non-joining surface) 6 outer peripheral surface 8 concave portion 9 outer peripheral surface 10 sub-truss unit 11, 21, 22 side member ( Steel) 11 eight steel 11B steel 12 long side members 20, 30 composite truss unit 23 center 40 truss unit 24'34, 44, 74 opening 25, 35, 45, 75 plate member 26 joint plate 25 200846526 27, 28 fixture 28a welded portion 28b bolt 28c penetrated hole 50 triple-shaped unit 51 foot member 53 center 60 hexagonal unit 70 small hexagonal unit 1074 opening portion 75 plate member 76 depleted portions 80, 81, 82, 83, 84 composite like hexagon Unit 90 Large hexagonal unit 91 Side members 101, 102, 103, 104, 105 Honeycomb building structure w Openings h, h1, h2 Hexagonal lattice Η, Ή 1, H2 virtual honeycomb shape 26
Claims (1)
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 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TW200846526A true TW200846526A (en) | 2008-12-01 |
Family
ID=39787836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW096125651A TW200846526A (en) | 2007-05-24 | 2007-07-13 | Honeycomb architectural structure |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP4146511B1 (en) |
| CN (1) | CN101415891B (en) |
| TW (1) | TW200846526A (en) |
| WO (1) | WO2008142792A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Families Citing this family (10)
| 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 |
| CN109707284B (en) * | 2019-01-10 | 2024-07-02 | 五邑大学 | Negative poisson ratio honeycomb sandwich structure 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 |
| CN114542635B (en) * | 2022-03-09 | 2023-09-08 | 成都大学 | An internally twisted honeycomb structure material and its preparation method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63188438A (en) * | 1987-01-30 | 1988-08-04 | Showa Aircraft Ind Co Ltd | honeycomb material |
| JP2613506B2 (en) | 1991-07-25 | 1997-05-28 | 新日本製鐵株式会社 | Frame of building 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 |
| JP4044684B2 (en) * | 1998-11-13 | 2008-02-06 | 株式会社竹中工務店 | Construction method of prestressed concrete single-layer latticed 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 |
-
2007
- 2007-05-24 WO PCT/JP2007/060583 patent/WO2008142792A1/en not_active Ceased
- 2007-05-24 CN CN2007800009964A patent/CN101415891B/en not_active Expired - Fee Related
- 2007-05-24 JP JP2008506666A patent/JP4146511B1/en not_active Expired - Fee Related
- 2007-07-13 TW TW096125651A patent/TW200846526A/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101415891B (en) | 2011-05-04 |
| WO2008142792A1 (en) | 2008-11-27 |
| JPWO2008142792A1 (en) | 2010-08-05 |
| CN101415891A (en) | 2009-04-22 |
| JP4146511B1 (en) | 2008-09-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| TW200846526A (en) | Honeycomb architectural structure | |
| CN101605946B (en) | Building structure | |
| FI93251C (en) | Housing with polygon shape | |
| JP2012224992A (en) | Temporary dwelling | |
| JP4988631B2 (en) | Outdoor structure | |
| TW200844300A (en) | Architectural structure | |
| JP3681888B2 (en) | Roof structure | |
| JP7098038B1 (en) | Modular skeleton structure and unit modules used for it | |
| JP3513734B2 (en) | Dome roof structure | |
| JP5698204B2 (en) | Domed structure | |
| CN211395953U (en) | Special-shaped steel pipe concrete combined column and thin-wall steel roof steel structure building | |
| CN107201797A (en) | Assembly type dome and orbicule | |
| JP3380600B2 (en) | Building steel structure | |
| CN221193679U (en) | Truss structure and building group with same | |
| JP4266463B2 (en) | Frame structure and building using the same | |
| JP2019065540A (en) | Structure | |
| JPH09302841A (en) | Lattice material, manufacturing method thereof, and truss structure using the lattice material | |
| JP3305698B2 (en) | Purlin girder structure | |
| JP2008133673A (en) | Curved frame unit, frame structure using the same, and framing method | |
| JP2003027594A (en) | Conical frame structure | |
| JP2023165104A (en) | Columnar/wall-shaped or high-rise truss structure by block stacking | |
| JPH07224464A (en) | Triangle panel with small triangular assemblies, dome with panel, and dome constructing method | |
| JPS6227544Y2 (en) | ||
| JPS5825828B2 (en) | Steel collection silo and its construction method | |
| JPH0497032A (en) | Skeleton of dome construction |