CN202954437U - Reinforced steel concrete beam column - Google Patents
Reinforced steel concrete beam column Download PDFInfo
- Publication number
- CN202954437U CN202954437U CN 201220516093 CN201220516093U CN202954437U CN 202954437 U CN202954437 U CN 202954437U CN 201220516093 CN201220516093 CN 201220516093 CN 201220516093 U CN201220516093 U CN 201220516093U CN 202954437 U CN202954437 U CN 202954437U
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- reinforced concrete
- steel
- column
- steel concrete
- angle steel
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Abstract
The utility model provides a reinforced steel concrete beam column which comprises a steel concrete column with steel plate arranged on the periphery of the top end, a beam arranged at the top of the steel concrete column, and a floor on the beam and steel angles for anchoring four corners of the steel concrete column longitudinally. The reinforced steel concrete beam column is characterized in that a hoop plate is connected between each two steel angles below the beam. Structural strength at the position where the steel concrete column is connected with the steel concrete beam is effectively improved through the loop plates between each two steel angles below the beam conveniently, the joints can keep high rigidity and firmness so as to guarantee whole safety of a building.
Description
Technical field
The utility model relates to the reinforced concrete beam column of a kind of reinforced concrete beam column, particularly a kind of reinforcing, belongs to the building structure technology field.
Background technology
Along with the development of building structure, reinforced concrete frame structure has substituted traditional brick structure, becomes now topmost building main structure.Because reinforced concrete structure has higher structural strength, make the building now can be towards the future development of Gao Gengda more.In highrise building, reinforced concrete beam engages the power of bearing in the place with reinforced concrete upright column larger, for the stiffener concrete column engages the structural strength that (node) located with reinforced concrete beam, at present employing arranges the outsourcing angle steel at four angles of the reinforced concrete post of Nodes.But only increase rigidity and fastness requirement that angle steel can't satisfy Nodes, in case the natural calamity such as earthquake occurs, certainly will cause the breaking-up in the building structure, bring serious threat for people's security of the lives and property.Therefore be necessary prior art is improved.
Summary of the invention
The purpose of this utility model is to provide a kind of reinforced concrete beam column of reinforcing.
The utility model is finished by following technical proposal: a kind of reinforced concrete beam column of reinforcing, comprise the reinforced concrete post of establishing steel plate around its top, place the beam of steel concrete column top and the floor on the beam, vertically be anchored in the angle steel at four angles of reinforced concrete post, what it is characterized in that beam below is connected with the hoop plate in twos between the angle steel, so that by the fastening degree between the hoop plate raising angle steel, so that the rigidity of whole Nodes and fastness improve greatly.
Described angle steel makes progress respectively along four angles of reinforced concrete post, to downward-extension, extend upwardly to the steel concrete column top and with the steel plate Joint, in order to increase the degree that is connected firmly of Nodes.
Described at the beam position angle steel and reinforced concrete post between the interval crab-bolt is set, to strengthen being connected of angle steel and reinforced concrete post.
The utlity model has following advantages and effect: adopt such scheme, can be easily by the in twos hoop plate between the angle steel below the beam, Effective Raise reinforced concrete post engage the structural strength that (node) located with reinforced concrete beam, make Nodes keep higher rigidity and firmness, thereby ensured the overall security of building.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the A-A profile of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
The reinforced concrete beam column of the reinforcing that the utility model provides, comprise the reinforced concrete post 1 of establishing steel plate 6 around its top, place the beam 4 at reinforced concrete post 1 top and the floor 5 on the beam, vertically be anchored in the angle steel 3 at 1 four angles of reinforced concrete post, be connected with hoop plate 2 between the in twos angle steel 3 of beam 4 belows, with the fastening degree that improves between the angle steel by hoop plate 2; Described angle steel 3 makes progress respectively along 1 four angles of reinforced concrete post, to downward-extension, extend upwardly to reinforced concrete post 1 top and with steel plate 6 Joints, in order to increase the degree that is connected firmly of Nodes; Described at beam 4 positions angle steel 3 and reinforced concrete post 1 between the interval crab-bolt 7 is set, to strengthen being connected of angle steel and reinforced concrete post, such as Fig. 1, Fig. 2, Fig. 3.
Claims (3)
1. the reinforced concrete beam column of a reinforcing, comprise the reinforced concrete post of establishing steel plate around its top, place the beam of steel concrete column top and the floor on the beam, vertically be anchored in the angle steel at four angles of reinforced concrete post, what it is characterized in that beam below is connected with the hoop plate in twos between the angle steel.
2. the reinforced concrete beam column of reinforcing according to claim 1, it is characterized in that described angle steel make progress respectively along four angles of reinforced concrete post, to downward-extension, extend upwardly to the steel concrete column top and with the steel plate Joint.
3. the reinforced concrete beam column of reinforcing according to claim 1 is characterized in that the interval arranges crab-bolt between described angle steel and the reinforced concrete post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220516093 CN202954437U (en) | 2012-10-09 | 2012-10-09 | Reinforced steel concrete beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220516093 CN202954437U (en) | 2012-10-09 | 2012-10-09 | Reinforced steel concrete beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202954437U true CN202954437U (en) | 2013-05-29 |
Family
ID=48460016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220516093 Expired - Lifetime CN202954437U (en) | 2012-10-09 | 2012-10-09 | Reinforced steel concrete beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202954437U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758358A (en) * | 2014-01-06 | 2014-04-30 | 北京筑福国际工程技术有限责任公司 | Steel plate angle iron combined constructional column and anchor adhering steel plate brickwork reinforcing structure and construction method |
| CN104278799A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Steel column supporting and connecting plate |
| CN105298107A (en) * | 2015-10-16 | 2016-02-03 | 河北中建工程有限公司 | High supporting frame of high-altitude large cantilever structure |
| CN114016621A (en) * | 2021-11-26 | 2022-02-08 | 中铁十局集团城建工程有限公司 | Reinforced concrete beam and assembly type structure construction method thereof |
-
2012
- 2012-10-09 CN CN 201220516093 patent/CN202954437U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758358A (en) * | 2014-01-06 | 2014-04-30 | 北京筑福国际工程技术有限责任公司 | Steel plate angle iron combined constructional column and anchor adhering steel plate brickwork reinforcing structure and construction method |
| CN103758358B (en) * | 2014-01-06 | 2016-05-04 | 北京筑福国际工程技术有限责任公司 | Steel plate angle steel composite construction post and sticky anchor steel plate reinforced masonry wall structure and construction method |
| CN104278799A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Steel column supporting and connecting plate |
| CN105298107A (en) * | 2015-10-16 | 2016-02-03 | 河北中建工程有限公司 | High supporting frame of high-altitude large cantilever structure |
| CN105298107B (en) * | 2015-10-16 | 2018-06-29 | 河北中建工程有限公司 | A kind of high carriage of High Large Cantilever structure |
| CN114016621A (en) * | 2021-11-26 | 2022-02-08 | 中铁十局集团城建工程有限公司 | Reinforced concrete beam and assembly type structure construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130529 |