CN102400586B - Building structure with extra-large floor height difference - Google Patents
Building structure with extra-large floor height difference Download PDFInfo
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- CN102400586B CN102400586B CN 201110368771 CN201110368771A CN102400586B CN 102400586 B CN102400586 B CN 102400586B CN 201110368771 CN201110368771 CN 201110368771 CN 201110368771 A CN201110368771 A CN 201110368771A CN 102400586 B CN102400586 B CN 102400586B
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Abstract
The invention discloses a building structure with an extra-large floor height difference. The floor height of a low floor of a building is far greater than that of each floor above the low floor. The building structure is characterized in that: a bottom-floor load-bearing member is a reinforced concrete hollow barrel wall; a second-floor load-bearing member is a reinforced concrete hollow barrel wall with a vertical slit; and a beam meeting core area is made of solid concrete. The bottom floor is provided with a reinforced concrete hollow barrel, and sufficient lateral rigidity is provided bya group barrel; materials are saved, and a hollow member has a larger rotation radius and higher lateral rigidity than a solid member; and a vertical structural slit is formed on the wall of the group barrel on the second floor, so that sufficient vertical bearing capacity is ensured, the lateral rigidity is effectively reduced, and the aims of adjusting the lateral rigidity of the bottom floor and the second floor and improving the earthquake resistance of the structure are fulfilled.
Description
Technical field
the present invention relates to a kind of architectural structure system, especially the building structure of super large floor height difference.
Background technology
track traffic upper cover Estate Development is in the ascendant, the characteristics of its building are, needs due to track traffic, it is even larger that the bottom floor height may reach 15m, and the floor height of two layers and above each layer causes architecture bottom layer weak especially generally in 5m thus, totally unfavorable to the engineering structures antidetonation, the present invention comes therefrom, and can be widely used in the building that other floor height differs greatly.
Summary of the invention
the present invention seeks to: a kind of building structure that can improve the super large floor height difference of structural seismic performance is provided.
technical scheme of the present invention is:
a kind of building structure of super large floor height difference, the bottom floor height is greater than the floor height of two layers and above each layer, each layer comprises supporting member and Liang Qiang, it is characterized in that, the bottom supporting member adopts reinforced concrete hollow cylinder wall, two layers of supporting member adopt the reinforced concrete hollow cylinder wall of opening perps, and beam wall core space adopts solid concrete.
separate and form by the thick template of 10mm when preferably, the perps of described two layers of hollow cylinder wall is by construction.
preferably, three layers and above each layer of supporting member adopt common solid post.
advantage of the present invention is:
1. bottom adopts the reinforced concrete hollow cylindrical shell, relies on " group's cylinder " that enough anti-side rigidity is provided; And hollow unit not only saves material, more can provide the radius of gyration larger than solid component, higher anti-side rigidity;
2. offer the vertical structure seam on two layers of employing group barrel, not only guaranteed enough vertical bearing capacities but also effectively weaken the anti-side rigidity of vertical member, thereby reached the purpose of regulating bottom, the anti-side rigidity of two-layer structure, improving structural seismic performance.
The accompanying drawing explanation
below in conjunction with drawings and Examples, the invention will be further described:
the building structure schematic diagram that Fig. 1 is super large floor height difference of the present invention;
fig. 2 is bottom hollow cylinder wall sectional view;
fig. 3 is two layers of hollow cylinder wall sectional view.
wherein: 1, bottom hollow cylinder wall, 2, two layers of hollow cylinder wall, 3, three layers and above each layer of supporting member, 4, beam wall core space, 5, rear pattern plate, H1, bottom floor height, H2, two is high layer by layer, H3, three layers and above each is high layer by layer.
The specific embodiment
embodiment:
below in conjunction with specific embodiment, such scheme is described further.Should be understood that these embodiment are not limited to limit the scope of the invention for the present invention is described.The implementation condition adopted in embodiment can be done further adjustment according to the condition of concrete engineering, and not marked implementation condition is generally the condition in normal experiment.
a kind of building structure of super large floor height difference, it is even higher that bottom story height H 1 reaches 15m, the story height H 2 of two layers and above each layer and H3 are generally in 5m, the bottom floor height is much larger than the floor height of two layers and above each layer, each layer comprises supporting member and Liang Qiang, the bottom supporting member adopts 1, two layer of supporting member of reinforced concrete hollow cylinder wall to adopt the reinforced concrete hollow cylinder wall 2 of opening perps, and beam wall core space 4 adopts solid concrete.
in a preferred embodiment of the present invention, the perps of described two layers of hollow cylinder wall 2 time is separated and forms by the thick template 5 of 10mm by construction.
in a preferred embodiment of the present invention, three layers and the common solid post of above each layer of supporting member 3 employing.
above demonstration and described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present invention; the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, and these changes and improvements all fall in the claimed scope of the invention.
Claims (3)
1. the building structure of a super large floor height difference, the bottom floor height is greater than the floor height of two layers and above each layer, each layer comprises supporting member and Liang Qiang, it is characterized in that, the bottom supporting member adopts reinforced concrete hollow cylinder wall, two layers of supporting member adopt the reinforced concrete hollow cylinder wall of opening perps, and beam wall core space adopts solid concrete.
2. the building structure of super large floor height difference according to claim 1, is characterized in that, the perps of described two layers of hollow cylinder wall the time is separated and forms by the thick template of 10mm by construction.
3. the building structure of super large floor height difference according to claim 1, is characterized in that, three layers and above each layer of supporting member adopt common solid post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110368771 CN102400586B (en) | 2011-11-18 | 2011-11-18 | Building structure with extra-large floor height difference |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110368771 CN102400586B (en) | 2011-11-18 | 2011-11-18 | Building structure with extra-large floor height difference |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102400586A CN102400586A (en) | 2012-04-04 |
| CN102400586B true CN102400586B (en) | 2013-07-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110368771 Active CN102400586B (en) | 2011-11-18 | 2011-11-18 | Building structure with extra-large floor height difference |
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| Country | Link |
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| CN (1) | CN102400586B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712077A (en) * | 2015-02-09 | 2015-06-17 | 苏州设计研究院股份有限公司 | Cylinder group-shear wall structure with box type conversion function |
| CN109339227A (en) * | 2018-11-30 | 2019-02-15 | 中国二十冶集团有限公司 | Save the frame core wall structure arrangement form of reinforcing bar, concrete and reasonable stress |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000001906A1 (en) * | 1998-07-03 | 2000-01-13 | Kabushiki Kaisha Mei Kenchiku Sekkei Jimusyo | Reinforced-concrete maisonette type condominium structural model |
| CN1538020A (en) * | 2003-09-19 | 2004-10-20 | 游 徐 | Room of expanding using space by lowering height of storey of building |
| WO2008012589A1 (en) * | 2006-07-27 | 2008-01-31 | Stefanos Tambakakis | Earthquake resistant curtain walls with suspended glazed panels |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN202416953U (en) * | 2011-11-18 | 2012-09-05 | 苏州设计研究院股份有限公司 | Building structure with floor height difference |
-
2011
- 2011-11-18 CN CN 201110368771 patent/CN102400586B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000001906A1 (en) * | 1998-07-03 | 2000-01-13 | Kabushiki Kaisha Mei Kenchiku Sekkei Jimusyo | Reinforced-concrete maisonette type condominium structural model |
| CN1538020A (en) * | 2003-09-19 | 2004-10-20 | 游 徐 | Room of expanding using space by lowering height of storey of building |
| WO2008012589A1 (en) * | 2006-07-27 | 2008-01-31 | Stefanos Tambakakis | Earthquake resistant curtain walls with suspended glazed panels |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN202416953U (en) * | 2011-11-18 | 2012-09-05 | 苏州设计研究院股份有限公司 | Building structure with floor height difference |
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| CN102400586A (en) | 2012-04-04 |
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Effective date of registration: 20120713 Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Applicant after: Suzhou Institute of Architectural Design Co., Ltd. Address before: 215021 Suzhou Industrial Park, Jiangsu, Xinghai street, No. 9, No. Applicant before: Suzhou Institute of Architectural Design Co., Ltd. |
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Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee after: Design group Limited by Share Ltd Address before: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee before: Suzhou Institute of Architectural Design Co., Ltd. |