CN101397819A - Hexagon cellular antiseismic construction frame construction - Google Patents
Hexagon cellular antiseismic construction frame construction Download PDFInfo
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- CN101397819A CN101397819A CNA2008101814209A CN200810181420A CN101397819A CN 101397819 A CN101397819 A CN 101397819A CN A2008101814209 A CNA2008101814209 A CN A2008101814209A CN 200810181420 A CN200810181420 A CN 200810181420A CN 101397819 A CN101397819 A CN 101397819A
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- honeycomb
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- hexagon cellular
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Abstract
The invention discloses a hexagonal honeycomb anti-earthquake building frame structure used for enhancing the anti-earthquake performance of a building. The hexagonal honeycomb anti-earthquake building frame structure comprises honeycomb upright columns, a honeycomb oblique beam and a honeycomb horizontal beam and is characterized in that: the plane basic unit of the hexagonal honeycomb frame is a hexagon; a beam parallel to the building is the honeycomb horizontal beam; a beam connected with the honeycomb horizontal beam is the honeycomb oblique beam; the honeycomb horizontal beam and the honeycomb oblique beam form a hexagonal honeycomb; joints between the beams are beam joints; and the honeycomb upright columns perpendicular to the ground are located in the beam joints of the hexagon, forming hexagonal distribution. The hexagonal honeycomb anti-earthquake building frame structure has the advantages that: on the premise that the construction cost of the building is not increased and that the function of use of the building is not affected, the structure improves the force bearing status of the building frame and increases the anti-earthquake performance and service life of the building by structural innovation.
Description
Technical field
The present invention relates to a kind of hexagon cellular antiseismic construction frame construction that strengthens the Antiseismic building performance, especially building crossbeam meet at the crossbeam node by hexagon cellular distribution, column frame construction.
Background technology
At present, rectangular frame structure is adopted in architectural design more.At first, rectangular frame structure central sill and beam are in vertical distribution, and when harmfulness the strongest shear wave in local earthquake centre threatens building, compress or pull strength and act on parallel girder (or vertical beam), the stressed direct bump vertical beam (or parallel girder) of parallel girder (or vertical beam) causes direct harm to beam; Secondly, column is quadrangular array, and when a certain column ruptured or lose support, the place floor promptly lost center of gravity, and then caves in; Once more, no matter rectangular frame is subjected to P wave or shear wave influence, all easily misplaces on rectangular surfaces, forms parallelogram, and then has weakened the anti-seismic performance of building; At last, the moment of flexure skewness that the rectangular frame structure building girder is born, the anti-seismic performance and even the life-span of influence building.Therefore, it is particularly important to improve the Antiseismic building performance from structure.
About the honeycomb frame structural construction, Chinese patent CN1094780 " honeycomb frame type low-storey high building " has provided and a kind of the building facade has been taked hexagon cellular structure Design scheme, the elementary cell that is the honeycomb frame structure is one to be symmetrical in the hexagon of the line of vertical ground, hexagonal two limits are frame column, and all the other four edges are the structure of Vierendeel girder.This structure existence is not suitable for high level, the big buildings such as (as market, office buildings etc.) of floor level area, and the patent practicality is affected.
Summary of the invention
The present invention is in order to remedy the deficiencies in the prior art, a kind of hexagon cellular antiseismic construction frame construction is provided, this structure is not increase the building construction cost and influencing under the prerequisite of building function of use, overcome the technological deficiency in the traditional rectangular frame building structure, improve the force-bearing situation of building frame, improve the anti-seismic performance and the application life of building, building collapse is to the harmfulness of human life's property in the minimizing earthquake.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of hexagon cellular building frame construction, comprise honeycomb column, honeycomb cant beam, honeycomb parallel girder, its special character is: the plane elementary cell of described hexagon cellular framework is a hexagon, the beam that is parallel to building is the honeycomb parallel girder, the beam that is connected with the honeycomb parallel girder is the honeycomb cant beam, and honeycomb parallel girder and honeycomb cant beam constitute hexagon cellular; Node between described beam and the beam is the beam node, and honeycomb column perpendicular to the ground is distributed in hexagonal Liang Jiedianchu, is hexagonal and distributes.
Hexagon cellular building frame construction of the present invention, described hexagon cellular any two jiaos or arbitrarily both sides increase stiffening girder arranged, the stress point of stiffening girder finally falls within on the honeycomb column.
Hexagon cellular building frame construction of the present invention, described hexagon cellular, honeycomb column constitute equilateral hexagon or non-equilateral hexagon.Described non-equilateral hexagon is: in same hexagon cellular face, and two honeycomb parallel girders and four honeycomb cant beam parts or all unequal structure.
Hexagon cellular building frame construction of the present invention, described hexagon cellular can constitute a plane or one group of plane of a plurality of common formation separately.Described hexagon cellular can constitute a plane separately: promptly on the differing heights of same honeycomb column, take to choose non-conplane hexagonal girder construction that structures such as height, staggered floor constitute or based on the variable shaped beam structure of honeycomb column.The same plane of described a plurality of common formations: promptly honeycomb parallel girder and honeycomb cant beam can be shared same honeycomb parallel girder and honeycomb cant beam with other hexagon cellular plane, also can independently use honeycomb parallel girder and honeycomb cant beam in the same hexagon cellular.
This structure comprises honeycomb column, honeycomb cant beam, honeycomb parallel girder, auxiliary strut, floor stringer, floor, outer body of wall etc., form the hexagon cellular structure by floor level honeycomb parallel girder and honeycomb cant beam, a plurality of hexagon cellulars unit can share parallel girder and (or) the honeycomb cant beam forms floor level, Liang Yuliang is " Y " type and connects, beam and beam angle are 120 degree or approximate 120 degree, decompose the horizontal external that directly acts on the beam; At Liang Jiedianchu design column, the suffered loading transfer of Honeycomb Beam arrives the honeycomb column, each hexagon cellular unit center is equal or equal substantially apart from the distance of each column and every beam, make each hexagon cellular unit all have six beams and six roots of sensation honeycomb column to finish support, effectively decompose constuction loads; The six roots of sensation honeycomb column of each hexagon cellular unit constitutes the octahedron of six post hexagons, the hexagon cellular cell cube had the good stable supportive, and hexagon cellular unit center of gravity can fall within the plane of three above honeycomb columns formations, even certain root honeycomb column loses support, can guarantee that also building does not cave in and then building reached strengthen the purpose of anti-seismic performance.Auxiliary strut in the structure, floor stringer, outer body of wall are to satisfy the replenishing the hexagon cellular framework that the architectural design needs are taked.
The invention has the beneficial effects as follows,,, improve the force-bearing situation of building frame, improve the anti-seismic performance and the application life of building by structure innovation not increasing the building construction cost and influencing under the prerequisite of building function of use.The present invention is simple in structure, and is stressed reasonable, do not change construction technology substantially, has good structural stability and shock resistance.The present invention is applicable to multilayer, Tall Building Foundation and the structure design of steel work, reinforced concrete frame structure.
Description of drawings
The present invention is further described below in conjunction with accompanying drawing.
Fig. 1 is a floor schematic top plan view of the present invention.
Fig. 2 is that A-A shown in Figure 1 is to generalized section.
Fig. 3 is that hexagon cellular of the present invention unit increases the stiffening girder example schematic.
Fig. 4 is that the present invention chooses high and staggered floor application example sectional drawing.
Among the figure: 1. honeycomb column, 2. honeycomb cant beam, 3. honeycomb parallel girder, 4. auxiliary strut, 5. floor stringer, 6. light internal wall at interval, 7. floor, 8. outer body of wall, 9. hexagon cellular unit, 10. stiffening girder, 11. choose height, 12. staggered floors.
The specific embodiment
Accompanying drawing is specific embodiments of the invention.This embodiment comprises honeycomb column (1), honeycomb cant beam (2), honeycomb parallel girder (3), the plane elementary cell of described hexagon cellular framework is a hexagon, the beam that is parallel to building is honeycomb parallel girder (3), the beam that is connected with honeycomb parallel girder (3) is honeycomb cant beam (2), and honeycomb parallel girder (3) constitutes hexagon cellular with honeycomb cant beam (2); Node between described beam and the beam is the beam node, and honeycomb column (1) perpendicular to the ground is distributed in hexagonal Liang Jiedianchu, is hexagonal and distributes.
Among Fig. 1, four honeycomb cant beams (2) and two honeycomb parallel girders (3) are formed hexagon cellular unit (9), share with other honeycomb cant beams (2), honeycomb parallel girder (3) by honeycomb cant beam (2), honeycomb parallel girder (3) and to form another hexagon cellular unit (9), by that analogy, form building hexagon cellular frame beam structure, auxiliary with floor stringer (5), constitute complete floor girder construction.
Node (beam node) between hexagon cellular unit (9) Liang Yuliang is provided with honeycomb column (1), and the hexagon cellular unit load is finished support.According to floor stringer (5) load designing requirement, necessary auxiliary strut (4) is set, constitute support to floor stringer load.
In frame construction, by interval light internal wall (6) carry out space region every, finish the requirement of function of use.
Among Fig. 2, above Honeycomb Beam, floor stringer,, construct floor (7) by cast-in-place or laying floor.Utilize hexagon cellular to be positioned at that under the space and floor stringer the space under the beam of outside vertical surface of building, build outer body of wall (8).
Among Fig. 3, provided the supporting capacity for increase column span or minimizing beam, the beam column node that adopts beam node and honeycomb column to constitute is built stressed binding site as carrying, increase stiffening girder (10) form of structure.
The hexagon cellular unit can constitute a plane separately, promptly on the differing heights of same honeycomb column, takes to choose the non-conplane hexagonal girder construction that height (11), staggered floor structures such as (12) constitute among Fig. 4.
In concrete the application,, also can realize following design according to the building function requirement:
In the general building structure design, can be designed to two honeycomb parallel girders (3) and equate to equate with four honeycomb cant beams (2).According to building moulding (is abnormity such as arc, S type as cross section) or function of use requirement, in same hexagon cellular face, can be designed to two honeycomb parallel girders (3) and four honeycomb cant beams (2) part or all unequal structure, hexagon cellular beam, honeycomb column (1) are constituted non-equilateral hexagon.
Increase the stiffening girder structure, tie up to any two jiaos of hexagon (being between the beam column node) or any both sides (being between the Honeycomb Beam) increase floor stringer (5) structure, the stress point of floor stringer (5) finally falls within the structure on the beam column binding site.
Frame construction of the present invention means and constitutes the load bearing construction system by beam, plate, post, single span, multispan have been regardless of, individual layer, multilayer, facade symmetry and asymmetric is used which kind of differences in materials (as steel frame, reinforced concrete frame, prestressed concrete frame, qlue timber structurer framework or steel and steel concrete combination frame etc.).
Claims (6)
1, a kind of hexagon cellular building frame construction, comprise honeycomb column (1), honeycomb cant beam (2), honeycomb parallel girder (3), it is characterized in that: the plane elementary cell of described hexagon cellular framework is a hexagon, the beam that is parallel to building is honeycomb parallel girder (3), the beam that is connected with honeycomb parallel girder (3) is honeycomb cant beam (2), and honeycomb parallel girder (3) constitutes hexagon cellular with honeycomb cant beam (2); Node between described beam and the beam is the beam node, and honeycomb column (1) perpendicular to the ground is distributed in hexagonal Liang Jiedianchu, is hexagonal and distributes.
2, hexagon cellular building frame construction according to claim 1 is characterized in that: described hexagon cellular any two jiaos or arbitrarily both sides increase stiffening girder (10) arranged, the stress point of stiffening girder finally falls within on the honeycomb column (1).
3, hexagon cellular building frame construction according to claim 1 is characterized in that: described hexagon cellular, honeycomb column (1) constitute equilateral hexagon or non-equilateral hexagon.
4, hexagon cellular building frame construction according to claim 1 and 2, it is characterized in that: described hexagon cellular takes to choose that height, staggered floor construction constitute non-conplane hexagonal girder construction or based on the variable shaped beam structure of honeycomb column (1) on the differing heights of same honeycomb column (1).
5, hexagon cellular building frame construction according to claim 1 and 2, it is characterized in that: described honeycomb parallel girder (3) and honeycomb cant beam (2) are shared same honeycomb parallel girder (3) and honeycomb cant beam (2) with other hexagon cellular plane, or independent honeycomb parallel girder (3) and the honeycomb cant beam (2) that uses in the same hexagon cellular.
6, hexagon cellular building frame construction according to claim 3 is characterized in that: described non-equilateral hexagon is: in same hexagon cellular face, and two honeycomb parallel girders (3) and four honeycomb cant beams (2) part or all unequal structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008101814209A CN101397819A (en) | 2008-10-31 | 2008-11-07 | Hexagon cellular antiseismic construction frame construction |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810158370.2 | 2008-10-31 | ||
| CN200810158370 | 2008-10-31 | ||
| CNA2008101814209A CN101397819A (en) | 2008-10-31 | 2008-11-07 | Hexagon cellular antiseismic construction frame construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101397819A true CN101397819A (en) | 2009-04-01 |
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Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202101331U Expired - Fee Related CN201326226Y (en) | 2008-10-31 | 2008-11-07 | Hexagonal honeycomb aseismic building frame structure |
| CNA2008101814209A Pending CN101397819A (en) | 2008-10-31 | 2008-11-07 | Hexagon cellular antiseismic construction frame construction |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202101331U Expired - Fee Related CN201326226Y (en) | 2008-10-31 | 2008-11-07 | Hexagonal honeycomb aseismic building frame structure |
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| CN (2) | CN201326226Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102511336A (en) * | 2011-12-07 | 2012-06-27 | 河南科技大学 | High-strength and short greenhouse skeleton structure and construction method thereof |
| CN102561507A (en) * | 2011-12-31 | 2012-07-11 | 中建（北京）国际设计顾问有限公司 | Hexagonal building structure |
| WO2012125061A1 (en) * | 2011-03-15 | 2012-09-20 | Shumovskiy Vladimir Valeryevich | Dismountable assembled skeleton for a monostructural structure (variants) |
| CN103982005A (en) * | 2014-04-15 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Honeycomb-shaped steel frame column |
| CN105297888A (en) * | 2015-10-14 | 2016-02-03 | 杨大刚 | Underground garage supporting structure |
| CN110130397A (en) * | 2019-05-15 | 2019-08-16 | 天津大学 | Tilt hexagon piping lane system and its construction method of the supporting in conjunction with main structure |
| CN110258296A (en) * | 2019-07-11 | 2019-09-20 | 金陵科技学院 | Modular assembly formula honeycomb bridge structure |
| CN111236437A (en) * | 2020-02-14 | 2020-06-05 | 重庆大学 | Combined honeycomb building capable of being built quickly |
| CN116677079A (en) * | 2023-06-08 | 2023-09-01 | 重庆交通大学 | Assembled honeycomb building of quick construction |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364636A (en) * | 2020-03-27 | 2020-07-03 | 深圳市邑筑建筑设计有限公司 | House earthquake-resistant structure |
-
2008
- 2008-11-07 CN CNU2008202101331U patent/CN201326226Y/en not_active Expired - Fee Related
- 2008-11-07 CN CNA2008101814209A patent/CN101397819A/en active Pending
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012125061A1 (en) * | 2011-03-15 | 2012-09-20 | Shumovskiy Vladimir Valeryevich | Dismountable assembled skeleton for a monostructural structure (variants) |
| RU2465412C1 (en) * | 2011-03-15 | 2012-10-27 | Владимир Валерьевич ШУМОВСКИЙ | Collapsible frame for monostructure works |
| CN102511336A (en) * | 2011-12-07 | 2012-06-27 | 河南科技大学 | High-strength and short greenhouse skeleton structure and construction method thereof |
| CN102511336B (en) * | 2011-12-07 | 2014-03-19 | 河南科技大学 | High-strength and short greenhouse skeleton structure and construction method thereof |
| CN102561507A (en) * | 2011-12-31 | 2012-07-11 | 中建（北京）国际设计顾问有限公司 | Hexagonal building structure |
| CN103982005A (en) * | 2014-04-15 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Honeycomb-shaped steel frame column |
| CN105297888A (en) * | 2015-10-14 | 2016-02-03 | 杨大刚 | Underground garage supporting structure |
| CN110130397A (en) * | 2019-05-15 | 2019-08-16 | 天津大学 | Tilt hexagon piping lane system and its construction method of the supporting in conjunction with main structure |
| CN110258296A (en) * | 2019-07-11 | 2019-09-20 | 金陵科技学院 | Modular assembly formula honeycomb bridge structure |
| CN110258296B (en) * | 2019-07-11 | 2024-01-26 | 金陵科技学院 | Modular assembly type honeycomb bridge structure |
| CN111236437A (en) * | 2020-02-14 | 2020-06-05 | 重庆大学 | Combined honeycomb building capable of being built quickly |
| CN116677079A (en) * | 2023-06-08 | 2023-09-01 | 重庆交通大学 | Assembled honeycomb building of quick construction |
| CN116677079B (en) * | 2023-06-08 | 2024-03-12 | 重庆交通大学 | Assembled honeycomb building of quick construction |
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| Publication number | Publication date |
|---|---|
| CN201326226Y (en) | 2009-10-14 |
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Open date: 20090401 |