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CN-224200041-U - Building Liang Xuantiao structure with multi-bifurcation support

CN224200041UCN 224200041 UCN224200041 UCN 224200041UCN-224200041-U

Abstract

The utility model relates to a multi-bifurcation supported building Liang Xuantiao structure which comprises a core area, a first overhanging area and a second overhanging area, wherein the first overhanging area and the second overhanging area are respectively arranged on two sides of the core area, and the first overhanging area and the second overhanging area are symmetrically arranged by the core area. The utility model is provided with the core area, the first overhanging area and the second overhanging area are symmetrically arranged at two sides of the core area, the stress at two sides is mutually counteracted, a plurality of supports are adopted in the first overhanging area and the second overhanging area, the structural strength is ensured, and the beauty is improved while the strength is ensured.

Inventors

  • WANG SONGLIN
  • ZHANG ZHENG
  • CHEN CHANGJIA
  • ZHU HONGWEI
  • HUANG LONG
  • LONG XIANCHAO
  • ZHANG ZEYUAN
  • HUANG YAO

Assignees

  • 同济大学建筑设计研究院(集团)有限公司
  • 中国水利水电第八工程局有限公司

Dates

Publication Date
20260505
Application Date
20250529

Claims (10)

  1. 1. The utility model provides a building Liang Xuantiao structure that many branches supported, its characterized in that includes core region (1), first region (2) and the second region (3) of encorbelmenting encorbelments, first region (2) and the second region (3) of encorbelmenting install respectively in the both sides of core region (1) to first region (2) and the second region (3) of encorbelmenting set up with core region (1) symmetry.
  2. 2. A multi-furcation supported building Liang Xuantiao structure according to claim 1, wherein the core area (1) includes a plurality of columns, a multi-layer building beam and a roof beam (RFL), adjacent ones of the building beams being connected by the plurality of columns, the roof beam (RFL) and adjacent building beams being connected by the plurality of columns and the roof beam (RFL) being located on top of the multi-layer building beam.
  3. 3. The multi-furcation supported building Liang Xuantiao of claim 2, wherein the columns include first (GZ 1), second (GZ 2), third (GZ 3), fourth (GZ 4), fifth (GZ 5), and sixth (GZ 6) columns, the columns include first (GZ 1), second (GZ 2 FL), third (3 FL), fourth (4 FL), and fifth (5 FL) columns, and the first (GZ 1), second (GZ 2), third (GZ 3), fourth (GZ 4), fifth (GZ 5), and sixth (GZ 6) columns are arranged in a spaced apart relationship, and the first (GZ 2 FL), third (3 FL), fourth (4 FL), and fifth (5 FL) columns are arranged in a spaced apart relationship.
  4. 4. A multi-bifurcation supported building Liang Xuantiao structure according to claim 3, characterized in that the core area (1) further comprises two inward extensions (xcz_in), one end of the inward extension (xcz_in) being connected to the junction of the first column (GZ 1) and the third building beam (3 FL), the other end of the inward extension (xcz_in) being connected to the junction of the second column (GZ 2) and the first building beam; Or one end of the inward extending section (XCZ_in) is connected with the joint of the sixth straight column (GZ 6) and the third building beam (3 FL), and the other end of the inward extending section (XCZ_in) is connected with the joint of the fifth straight column (GZ 5) and the first building beam.
  5. 5. A multi-bifurcation supported building Liang Xuantiao structure in accordance with claim 3 wherein said first overhanging region (2) and second overhanging region (3) each comprise a fifth layer overhanging beam (5 FXTL) and a roof overhanging beam (RFXTL), said fifth layer overhanging beam (5 FXTL) being an extension of a fifth building beam (5 FL), said roof overhanging beam (RFXTL) being an extension of a roof Rail (RFL).
  6. 6. The multi-furcation supported building Liang Xuantiao structure of claim 5, wherein the roof beam (RFXTL) has a length greater than the length of the fifth layer beam (5 FXTL).
  7. 7. The multi-bifurcation supported building Liang Xuantiao structure according to claim 5, wherein the first overhanging region (2) and the second overhanging region (3) each further include an overhanging section (xcz_out), one end of the overhanging section (xcz_out) is connected to a junction of the first upright (GZ 1) and the third building beam (3 FL), and the other end of the overhanging section (xcz_out) is connected to a roof overhanging beam (RFXTL); Or one end of the cantilever section (XCZ_out) is connected with the joint of the sixth straight column (GZ 6) and the third building beam (3 FL), and the other end of the cantilever section (XCZ_out) is connected with the roof cantilever beam (RFXTL).
  8. 8. The multi-furcation supported building Liang Xuantiao structure according to claim 7, wherein the first overhanging region (2) and the second overhanging region (3) each further comprise a furcation support (HXC), one end of the furcation support (HXC) is connected to the junction of the first column (GZ 1) and the third building beam (3 FL), and one end of the furcation support (HXC) is connected to the fifth layer cantilever beam (5 FXTL); Or one end of the forked support (HXC) is connected with the joint of the sixth straight column (GZ 6) and the third building beam (3 FL), and one end of the forked support (HXC) is connected with the fifth-layer cantilever beam (5 FXTL).
  9. 9. The multi-bifurcation supported building Liang Xuantiao structure of claim 8 wherein said first overhanging region (2) and said second overhanging region (3) each further comprise a first vertical post (GLZ 1) and a second vertical post (GLZ 2), said fifth layer cantilever (5 FXTL) and said roof cantilever (RFXTL) are each connected by a first vertical post (GLZ 1) and a second vertical post (GLZ 2), said first vertical post (GLZ 1) passes through the junction of the overhanging section (xcz_out) and said fifth layer cantilever (5 FXTL), and said second vertical post (GLZ 2) is connected with the junction of the bifurcation support (HXC) and said fifth layer cantilever (5 FXTL).
  10. 10. The multi-bifurcation support building Liang Xuantiao structure according to claim 9, wherein the first overhanging region (2) and the second overhanging region (3) each further include a rigid tie rod (Glg), one end of the rigid tie rod (Glg) is connected to a junction of the overhanging section (xcz_out) and the roof cantilever (RFXTL), and the other end of the rigid tie rod (Glg) is connected to a junction of the bifurcation support (HXC) and the fifth-layer cantilever (5 FXTL).

Description

Building Liang Xuantiao structure with multi-bifurcation support Technical Field The utility model relates to the technical field of building beam overhanging structures, in particular to a multi-bifurcation supported building Liang Xuantiao structure. Background The overhanging structure is a very common structural form, the structural space is increased by arranging the upright posts on one side and outwards extending the overhanging beams or plates, and the space below the overhanging layer is treated as open. The overhanging structure can not only enable the building to realize diversification in modeling treatment, but also display the force and beauty of the structure. The traditional overhanging structure is realized by arranging an overhanging truss and a rear seat which is fully covered with a supporting or shearing wall and spans a core tube, and anti-overturning is realized through the rigidity of the core tube, but the functions and the appearance of the building are seriously influenced by the inclined web members of the truss and the supporting of the core tube, and for the building with a larger overhanging region and a smaller core region, the structural member is more complicated. The invention discloses an arc-shaped cantilever truss stay cable bearing combined large-span corridor structure, which comprises a vertical face arc-shaped cantilever truss, a connecting truss at the position of a corridor, a connecting truss of a cantilever part, a corridor truss structure and a stay cable bearing structure, wherein the vertical face arc-shaped cantilever truss consists of two groups of vertical face arc-shaped plane triangle overlength cantilever trusses which are fixedly supported by falling to the ground, the two groups of vertical face arc-shaped plane triangle overlength cantilever trusses are symmetrically arranged, each group of vertical face arc-shaped plane triangle overlength cantilever trusses are arranged at a certain distance in parallel by a plurality of vertical face arc-shaped plane triangle overlength cantilever trusses, and the connecting structure is complex. Therefore, the building beam overhanging structure with simple and attractive connecting structure is a problem which needs to be solved at present. Disclosure of utility model The present utility model is directed to a multi-furcation supported building Liang Xuantiao that overcomes the above-mentioned drawbacks of the prior art. The aim of the utility model can be achieved by the following technical scheme: According to one aspect of the present utility model, there is provided a multi-bifurcation support building Liang Xuantiao including a core area, a first overhanging area and a second overhanging area, the first overhanging area and the second overhanging area being respectively installed at both sides of the core area, and the first overhanging area and the second overhanging area being symmetrically arranged with the core area. As an optimal technical scheme, the core area comprises a plurality of straight columns, a plurality of building beams and a roof beam, wherein adjacent building beams are connected through the plurality of straight columns, the roof beam is connected with adjacent building beams through the plurality of straight columns, and the roof beam is positioned at the top of the plurality of building beams. As a preferred technical scheme, the straight columns comprise a first straight column, a second straight column, a third straight column, a fourth straight column, a fifth straight column and a sixth straight column, the building beams comprise a first building beam, a second building beam, a third building beam, a fourth building beam and a fifth building beam, the first straight column, the second straight column, the third straight column, the fourth straight column, the fifth straight column and the sixth straight column are arranged at intervals, and the first building beam, the second building beam, the third building beam, the fourth building beam and the fifth building beam are arranged at intervals. As a preferable technical scheme, the core area further comprises two inward extending sections, one end of each inward extending section is connected with the connecting position of the first straight column and the third building beam, and the other end of each inward extending section is connected with the connecting position of the second straight column and the first building beam; Or one end of the inner extension section is connected with the joint of the sixth straight column and the third building beam, and the other end of the inner extension section is connected with the joint of the fifth straight column and the first building beam. As the preferable technical scheme, the first overhanging region and the second overhanging region comprise a fifth layer overhanging beam and a roof overhanging beam, the fifth layer overhanging beam is the extension of a fifth building beam, and th