CN103114653A - Assembled type construction beam column panel point connection mechanism - Google Patents
Assembled type construction beam column panel point connection mechanism Download PDFInfo
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- CN103114653A CN103114653A CN2013100382340A CN201310038234A CN103114653A CN 103114653 A CN103114653 A CN 103114653A CN 2013100382340 A CN2013100382340 A CN 2013100382340A CN 201310038234 A CN201310038234 A CN 201310038234A CN 103114653 A CN103114653 A CN 103114653A
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- concrete column
- square steel
- steel concrete
- connection
- shaped beam
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Abstract
The invention discloses an assembled type construction beam column panel point connection mechanism which comprises a square steel concrete column and an H-shaped beam connected with the square steel concrete column. A group of connection steel plates is arranged at the square steel concrete column. Fixing holes are formed in the connection steel plates. The H-shaped beam is fixedly connected with the square steel concrete column through fixing bolts penetrating through the fixing holes in the connection steel plates. Connection openings corresponding to the connection steel plates are formed in the upper flange of the H-shaped beam. The assembled type construction beam column panel point connection mechanism is simple in structure and convenient to operate. Due to the fact that the square steel concrete column is connected with the H-shaped beam through two connection steel plates welded on the square steel concrete column, uneven stress of single side steel plate connection is avoided, the H-shaped beam bears force mainly depending on the lower flange, and therefore non opening is formed in the lower flange and the H-shaped beam is installed through the connection openings in the upper flange. Due to the fact that the square steel concrete column is connected with the H-shaped beam through the bolts, welding in a construction site is avoided and construction is rapid and convenient to achieve.
Description
Technical field
The present invention relates to the realm of building construction, be specially a kind of assembled architecture bean column node bindiny mechanism.
Background technology
Development and progress along with society, people's living standard has obtained very large improvement and raising, people also begin to have proposed higher serious hope demand at aspect the material of clothing, food, lodging and transportion--basic necessities of life and spiritual aspect simultaneously, especially in today that room rate grows to even greater heights, building is developed in order to concern the key industry of people's life.
In existing building exploitation, for faster, more firmly construction, people have proposed multiple embodiments, and assembled architecture arises at the historic moment under this overall situation, and as building girder and the support column built, is indispensable muscles and bones.
In existing assembled architecture work progress, be after need to building up steel concrete column simultaneously, by the arrive height that need of lifting machinery with the i beam lifting, then mode and the steel concrete column by welding is fixed reinforcing.Although such mode plays a significant role, but restricted at some execution conditions, especially bustling business district, the mechanical activity space is little, i beam lifted by crane just become a loaded down with trivial details operation, although and the mode of reinforcement of weld is very firm, welding at the construction field (site), speed is slower, and builds for dismounting in the future and brought very burden.
Therefore, provide a kind of simple in structure, and construction install convenience, and be convenient to remove and install, the novel fabricated building beam column bindiny mechanism of recycling has been a good problem to study.
Summary of the invention
In order to overcome above-mentioned deficiency of the prior art, the invention provides a kind of simple in structure, and easy construction, and the novel fabricated building beam column bindiny mechanism of being convenient in the future dismantle.
The object of the present invention is achieved like this:
A kind of assembled architecture bean column node bindiny mechanism, comprise square steel concrete column 3, and the i beam 5 that is connected with square steel concrete column 3, it is characterized in that: be provided with one group of junction steel plate 1 on square steel concrete column 3, be provided with fixing hole 2 on junction steel plate 1, i beam 5 is fixedly connected with square steel concrete column 3 by the set bolt 4 of wearing in the fixing hole 2 on junction steel plate 1;
Be provided with the connection gap corresponding with junction steel plate 1 on the top flange of described i beam 5;
Described square steel concrete column 3 is welding with junction steel plate 1.
Positive beneficial effect:The present invention is simple in structure, and easy to operate, and the square steel concrete column is connected with i beam by two junction steel plates that are welded thereon, the unbalance stress of having avoided one-sided steel plate to connect; Mainly the edge of a wing is stressed on the lower for i beam, therefore there is no gap on the bottom flange, but the connection gap on the top edge of a wing is installed.Be connected by bolt between square steel concrete column and i beam, avoid the welding of job site, easy construction, quick.
Description of drawings
Fig. 1 is structural representation one of the present invention;
Fig. 2 is structural representation two of the present invention;
In figure be: junction steel plate 1, fixing hole 2, square steel concrete column 3, set bolt 4, i beam 5.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described further:
As shown in Figure 1 and Figure 2, a kind of assembled architecture bean column node bindiny mechanism, comprise square steel concrete column 3, and the i beam 5 that is connected with square steel concrete column 3, it is characterized in that: be provided with one group of junction steel plate 1 on square steel concrete column 3, be provided with fixing hole 2 on junction steel plate 1, i beam 5 is fixedly connected with square steel concrete column 3 by the set bolt 4 of wearing in the fixing hole 2 on junction steel plate 1;
Be provided with the connection gap corresponding with junction steel plate 1 on the top flange of described i beam 5;
Described square steel concrete column 3 is welding with junction steel plate 1.
During construction, i beam lifts from lower to upper, is connected with junction steel plate 1 by set bolt after in place.
The present invention is simple in structure, and easy to operate, and the square steel concrete column is connected with i beam by two junction steel plates that are welded thereon, the unbalance stress of having avoided one-sided steel plate to connect; Mainly the edge of a wing is stressed on the lower for i beam, therefore there is no gap on the bottom flange, but the connection gap on the top edge of a wing is installed.Be connected by bolt between square steel concrete column and i beam, avoid the welding of job site, easy construction, quick.
Above embodiment only is used for explanation the preferred embodiment of the present invention; but the present invention is not limited to above-mentioned embodiment; in the ken that described field those of ordinary skill possesses; it any modification of doing within the spirit and principles in the present invention, is equal to and substitutes and improvement etc., within all should be encompassed in the technical scheme scope that the present invention asks for protection.
Claims (3)
1. assembled architecture bean column node bindiny mechanism, comprise square steel concrete column (3), and the i beam (5) that is connected with square steel concrete column (3), it is characterized in that: be provided with one group of junction steel plate (1) on square steel concrete column (3), be provided with fixing hole (2) on junction steel plate (1), i beam (5) is fixedly connected with square steel concrete column (3) by the set bolt (4) of wearing in the fixing hole (2) on junction steel plate (1).
2. a kind of assembled architecture bean column node according to claim 1 bindiny mechanism, is characterized in that: be provided with the connection gap corresponding with junction steel plate (1) on the top flange of described i beam (5).
3. a kind of assembled architecture bean column node according to claim 1 bindiny mechanism, it is characterized in that: described square steel concrete column (3) is welding with junction steel plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100382340A CN103114653A (en) | 2013-01-31 | 2013-01-31 | Assembled type construction beam column panel point connection mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100382340A CN103114653A (en) | 2013-01-31 | 2013-01-31 | Assembled type construction beam column panel point connection mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103114653A true CN103114653A (en) | 2013-05-22 |
Family
ID=48413081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100382340A Pending CN103114653A (en) | 2013-01-31 | 2013-01-31 | Assembled type construction beam column panel point connection mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103114653A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541434A (en) * | 2013-09-22 | 2014-01-29 | 沈阳建筑大学 | Full-fabricated cross concrete combining joint |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063787A (en) * | 2004-07-26 | 2006-03-09 | Sotofumi Oshima | Column-beam joining structure |
| CN101922183A (en) * | 2010-04-13 | 2010-12-22 | 河南奥斯派克科技有限公司 | Standardized node connector of steel structure |
| CN201679098U (en) * | 2010-05-14 | 2010-12-22 | 北京工业大学 | Frame beam column fireproof node with catenary effect |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN202627212U (en) * | 2012-04-01 | 2012-12-26 | 河南杭萧钢构有限公司 | Steel structure joint assembly |
| CN203096947U (en) * | 2013-01-31 | 2013-07-31 | 中国建筑第七工程局有限公司 | Assembled type building beam column panel point connecting mechanism |
-
2013
- 2013-01-31 CN CN2013100382340A patent/CN103114653A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063787A (en) * | 2004-07-26 | 2006-03-09 | Sotofumi Oshima | Column-beam joining structure |
| CN101922183A (en) * | 2010-04-13 | 2010-12-22 | 河南奥斯派克科技有限公司 | Standardized node connector of steel structure |
| CN201679098U (en) * | 2010-05-14 | 2010-12-22 | 北京工业大学 | Frame beam column fireproof node with catenary effect |
| CN202627212U (en) * | 2012-04-01 | 2012-12-26 | 河南杭萧钢构有限公司 | Steel structure joint assembly |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN203096947U (en) * | 2013-01-31 | 2013-07-31 | 中国建筑第七工程局有限公司 | Assembled type building beam column panel point connecting mechanism |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541434A (en) * | 2013-09-22 | 2014-01-29 | 沈阳建筑大学 | Full-fabricated cross concrete combining joint |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C05 | Deemed withdrawal (patent law before 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130522 |