CN103046651A - Stiffness structure and steel structure conversion device - Google Patents
Stiffness structure and steel structure conversion device Download PDFInfo
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- CN103046651A CN103046651A CN2013100082204A CN201310008220A CN103046651A CN 103046651 A CN103046651 A CN 103046651A CN 2013100082204 A CN2013100082204 A CN 2013100082204A CN 201310008220 A CN201310008220 A CN 201310008220A CN 103046651 A CN103046651 A CN 103046651A
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Abstract
The invention belongs to the technical field of constructional engineering devices and relates to a stiffness structure and steel structure conversion device. A main body structure comprises stiffness structures, converting units, box-type steel structures, shear resistance studs, stiffness steel ribs and stiffening ribs; the stiffness structures and the box-type steel structures are fixedly connected with each other through the converting units, one sections of the stiffness steel ribs stretch out of the stiffness structures to enter into the box-type steel structures, the box-type steel structures are outwards coated on the H-shaped stiffness steel ribs and fixedly connected through the stiffening ribs, and the shear resistance studs are arranged on the inner walls of the box-type steel structures and steel web of the stiffness steel ribs. Concrete is poured at fixing positions of the converting units with sleeve connection structures according to construction modes of the stiffness structures so that fixed conversion from the stiffness structures to the box-type steel structures is achieved; and the main body structure is simple, reliable in design principles, simple in construction process, convenient to construct, good in reinforcing quality, high in effects and wide in application ranges.
Description
Technical field:
The invention belongs to the building engineering equipment technical field, relate to a kind of stiffness structure and steel work conversion equipment, be used for the conversion of construction engineering stiffness structure and steel work, realize that the various structures of large complicated building is used.
Background technology:
In recent years along with China's expanding economy, stiffness structure and steel work have obtained greatly developing, the combining structure of stiffness structure and steel work fully gathered stiffness structure and steel work from heavy and light, rigidity is large, construction technology is simple and the advantage of short construction period, has obtained in the world numerous scholars and designer's approval and extensive use.Concrete structure, stiffness structure and steel work simultaneous situation in the same building construction works are comparatively common at present, concrete structure and stiffness structure conversion equipment and concrete structure and steel work conversion equipment have been used comparatively general, but do not have stiffness structure and steel work conversion equipment; Concrete structure and stiffness structure conversion equipment and concrete structure and steel work conversion equipment mainly are that the positions such as and side positive at concrete structure are buried the steel embedded part underground, steel embedded part and stiffness reinforcing bar or steel structure connection, but the connected mode of steel embedded part can not be applicable to the connected mode of rigid steel pile and steel structure column, can not be applicable to the conversion of stiffness structure and the steel work of Mechanical Builds complexity, i.e. embedded part binding can only be applicable to concrete structure and stiffness structure and concrete structure and steel work.Therefore seek to design a kind of stiffness structure and steel work conversion equipment, realize the application of large-scale steel structure in the construction work of concrete structure, solve the difficult problem of high and big die plate construction in the large-scale stiffness member construction, have good practical value and social benefit.
Summary of the invention:
The object of the invention is to overcome the shortcoming that prior art exists, seek design a kind of stiffness structure and steel work conversion equipment are provided, realize the application of large-scale steel structure in the construction work of concrete structure.
The agent structure of the conversion equipment that the present invention relates to achieve these goals, comprises stiffness structure, converting unit, box shape steel structure, shearing resistance peg, stiffness reinforcing bar and stiffening rib; Be fixedly connected with by converting unit between stiffness structure and the box shape steel structure, stiffness structure extends the inside that one section stiffness reinforcing bar enters box shape steel structure, box shape steel structure is wrapped in outward on the stiffness reinforcing bar and by stiffening rib and is fixedly connected with, and all installs on the steel web of the inwall of box shape steel structure and stiffness reinforcing bar and is shaped with the shearing resistance peg; The converting unit bearing of socket join structure has built concrete according to the form of construction work of stiffness structure, realizes that stiffness structure is to the fixed conversion of box shape steel structure; The shearing resistance peg is the common peg of Ф 19@200; The stiffness reinforcing bar is the common reinforcing bar of H type, and model is H1000 * 1000 * 40 * 50; Concrete is self-compacting concrete.
The present invention compared with prior art, traditional concrete structure and steel work integrated mode and concrete structure and stiffness structure integrated mode have been broken through, stiffness structure and steel work are effectively made up, be widely used in large-scale highly difficult complicated project, realize the direct and concrete structure combination of large span and heavy in section steel member, the advantage of performance steel work; The combination of this concrete structure-stiffness structure-steel work, the deadweight that has not only alleviated former concrete-stiffness structure, and effectively shorten construction period; Its agent structure is simple, and design principle is reliable, and work progress is easy, and strengthening quality is good, high efficiency, applied range.
Description of drawings:
Fig. 1 is agent structure principle schematic of the present invention.
Fig. 2 is the generalized section of the conversion equipment that the present invention relates to.
Fig. 3 is that the present invention constructs and uses the structural representation of conversion equipment.
The specific embodiment:
Below in conjunction with accompanying drawing and by embodiment the present invention is described in further details.
Embodiment:
The agent structure of the conversion equipment that present embodiment relates to comprises stiffness structure 1, converting unit 2, box shape steel structure 3, shearing resistance peg 4, stiffness reinforcing bar 5 and stiffening rib 6; Be fixedly connected with by converting unit 2 between stiffness structure 1 and the box shape steel structure 3, stiffness structure 1 extends the inside that one section stiffness reinforcing bar 5 enters box shape steel structure 3, box shape steel structure 3 outer being wrapped on the stiffness reinforcing bar 5 and by stiffening rib 6 are fixedly connected with, all install on the steel web of the inwall of box shape steel structure 3 and stiffness reinforcing bar 5 and be shaped with shearing resistance peg 4, as depicted in figs. 1 and 2; Converting unit 2 bearings of socket join structure have built concrete according to the form of construction work of stiffness structure 1, realize that stiffness structure 1 is to the fixed conversion of box shape steel structure 3; Shearing resistance peg 4 is the common peg of Ф 19@200; Stiffness reinforcing bar 5 is the common reinforcing bar of H type, and model is H1000 * 1000 * 40 * 50; Concrete is self-compacting concrete.
Present embodiment is take the Tianjin Hang Lung Plaza engineering as example, the former stiffness structure that is designed to of this project, arc main rib Mechanical Builds, the cross section is 1300mm * 1500mm, difficulty of construction is huge, the conversion equipment that use the present invention relates to is converted to Construction of Steel Structure with the main rib structure, has accelerated the duration when reducing difficulty of construction.
Claims (2)
1. a stiffness structure and steel work conversion equipment is characterized in that agent structure comprises stiffness structure, converting unit, box shape steel structure, shearing resistance peg, stiffness reinforcing bar and stiffening rib; Be fixedly connected with by converting unit between stiffness structure and the box shape steel structure, stiffness structure extends the inside that one section stiffness reinforcing bar enters box shape steel structure, box shape steel structure is wrapped in outward on the stiffness reinforcing bar and by stiffening rib and is fixedly connected with, and all installs on the steel web of the inwall of box shape steel structure and stiffness reinforcing bar and is shaped with the shearing resistance peg; The converting unit bearing of socket join structure has built concrete according to the form of construction work of stiffness structure, realizes that stiffness structure is to the fixed conversion of box shape steel structure.
2. stiffness structure according to claim 1 and steel work conversion equipment is characterized in that the shearing resistance peg is the common peg of Ф 19@200; The stiffness reinforcing bar is the common reinforcing bar of H type, and model is H1000 * 1000 * 40 * 50; Concrete is self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100082204A CN103046651A (en) | 2013-01-10 | 2013-01-10 | Stiffness structure and steel structure conversion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100082204A CN103046651A (en) | 2013-01-10 | 2013-01-10 | Stiffness structure and steel structure conversion device |
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| Publication Number | Publication Date |
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| CN103046651A true CN103046651A (en) | 2013-04-17 |
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| CN2013100082204A Pending CN103046651A (en) | 2013-01-10 | 2013-01-10 | Stiffness structure and steel structure conversion device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359567A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of reaming type FRP Structure Beam-column node being glued casing connection by bolt |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11117392A (en) * | 1997-10-09 | 1999-04-27 | Kajima Corp | Joint between steel pipe structure column or filling type steel pipe concrete structure column and src structure beam |
| CN200943260Y (en) * | 2006-06-23 | 2007-09-05 | 清华大学 | Penetrating type steel pipe concrete column - cap type combination beam jointing gusset |
| CN201648946U (en) * | 2010-03-25 | 2010-11-24 | 四川省交通厅公路规划勘察设计研究院 | Steel-concrete structure connection construction |
-
2013
- 2013-01-10 CN CN2013100082204A patent/CN103046651A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11117392A (en) * | 1997-10-09 | 1999-04-27 | Kajima Corp | Joint between steel pipe structure column or filling type steel pipe concrete structure column and src structure beam |
| CN200943260Y (en) * | 2006-06-23 | 2007-09-05 | 清华大学 | Penetrating type steel pipe concrete column - cap type combination beam jointing gusset |
| CN201648946U (en) * | 2010-03-25 | 2010-11-24 | 四川省交通厅公路规划勘察设计研究院 | Steel-concrete structure connection construction |
Non-Patent Citations (2)
| Title |
|---|
| 中国建筑标准设计研究所: "《多、高层民用建筑钢结构节点构造详图（01SG519)》", 30 July 2001 * |
| 赵滇生等: "型钢混凝土转换柱受剪性能的研究", 《浙江工业大学学报》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359567A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of reaming type FRP Structure Beam-column node being glued casing connection by bolt |
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Owner name: THE FIRST COMPANY OF CHINA EIGHTH ENGINEERING BURE Free format text: FORMER OWNER: QINGDAO BRANCH OF THE FIRST COMPANY OF CHINA EIGHTH ENGINEERING BUREAU LTD. Effective date: 20150416 |
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Inventor after: Shi Jingbin Inventor after: Zhang Aijun Inventor after: Pang Qian Inventor after: Liu Lingzhi Inventor after: Wang Huangdong Inventor after: Li Junqing Inventor after: Huang Hongxi Inventor after: Bao Yan Inventor after: Cheng Zenglong Inventor after: Sun Xulie Inventor after: Yu Ke Inventor before: Liu Lingzhi Inventor before: Wang Huangdong Inventor before: Shi Jingbin Inventor before: Huang Hongxi Inventor before: Bao Yan |
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Free format text: CORRECT: ADDRESS; FROM: 266043 QINGDAO, SHANDONG PROVINCE TO: 250100 JINAN, SHANDONG PROVINCE Free format text: CORRECT: INVENTOR; FROM: LIU LINGZHI WANG HUANGDONG SHI JINGBIN HUANG HONGXI BAO YAN TO: SHI JINGBIN LIU LINGZHI WANG HUANGDONG LI JUNQING HUANG HONGXI BAO YAN CHENG ZENGLONG SUN XULIE YU KE ZHANG AIJUN PANG QIAN |
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Effective date of registration: 20150416 Address after: 250100 No. 89 Industrial South Road, Shandong, Ji'nan Applicant after: The First Company of China Eighth Engineering Bureau Ltd. Address before: 266043 No. 947 middle Chongqing Road, Licang District, Shandong, Qingdao Applicant before: Qingdao Branch of the First Company of China Engineering Bureau Ltd. |
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Application publication date: 20130417 |