CN210342435U - Reinforced concrete beam reinforcing structure - Google Patents
Reinforced concrete beam reinforcing structure Download PDFInfo
- Publication number
- CN210342435U CN210342435U CN201921178288.6U CN201921178288U CN210342435U CN 210342435 U CN210342435 U CN 210342435U CN 201921178288 U CN201921178288 U CN 201921178288U CN 210342435 U CN210342435 U CN 210342435U
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- concrete
- reinforced
- enhancement layer
- concrete frame
- horizontal
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- Expired - Fee Related
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 title claims description 29
- 239000004567 concrete Substances 0.000 claims abstract description 104
- 210000003205 muscle Anatomy 0.000 claims abstract description 54
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000008878 coupling Effects 0.000 claims 3
- 238000010168 coupling process Methods 0.000 claims 3
- 238000005859 coupling reaction Methods 0.000 claims 3
- 230000000694 effects Effects 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 description 14
- 238000005452 bending Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a reinforced concrete roof beam reinforced structure relates to building structure technical field, including the concrete frame post, the concrete enhancement layer, and the horizontally connect muscle, set up vertical brace rod through the inside at the concrete enhancement layer, and stretch into the one end of concrete enhancement layer with the horizontally connect muscle around establishing the outside at vertical brace rod, make not only have the horizontally connect muscle to be connected between concrete frame post and the concrete enhancement layer, vertical brace rod is still further restricted the position of horizontally connect muscle in the inside of concrete enhancement layer, thereby reduce the space of the free activity between horizontally connect muscle and concrete frame post and the concrete enhancement layer, and then make the structure more firm.
Description
Technical Field
The utility model relates to a building structure technical field, in particular to reinforced concrete roof beam reinforced structure.
Background
In the field of building structures, beam and column structures of buildings are usually reinforced to enhance the seismic performance of the buildings.
After the crossbeam is built to concrete frame post upper end, need increase the concrete enhancement layer correspondingly at the concrete frame post outside, among the prior art, set up the horizontal connection muscle that inserts the concrete frame post inside simultaneously and the concrete enhancement layer between concrete frame post and concrete enhancement layer usually, because the free activity space between horizontal connection muscle and concrete frame post and the concrete enhancement layer is great in such structure for holistic structure is firm inadequately.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a reinforced concrete roof beam reinforced structure has sound construction's advantage.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a reinforced concrete roof beam reinforced structure, includes that one end stretches into concrete frame post in the ground, sets up concrete frame post outside concrete enhancement layer and both ends insert respectively inside the concrete frame post and the inside horizontally connect muscle of concrete enhancement layer, the inside vertical brace muscle that is provided with of concrete enhancement layer, horizontally connect muscle inserts the inside part of concrete enhancement layer is around establishing the outside of vertical brace muscle.
Through adopting above-mentioned technical scheme, set up vertical brace rod in the inside of concrete-reinforced layer, and stretch into the one end of concrete-reinforced layer with the horizontal connection muscle around establishing the outside at vertical brace rod, make not only horizontally connect the muscle to be connected between concrete frame post and the concrete-reinforced layer, vertical brace rod further restricts the position of horizontally connect the muscle in the inside of concrete-reinforced layer, thereby reduce the space of the free activity between horizontally connect muscle and concrete frame post and the concrete-reinforced layer, and then make the structure more firm.
The utility model discloses further set up to: the horizontal connecting rib is R-shaped.
Through adopting above-mentioned technical scheme, set up the horizontal connection muscle into R shape for the horizontal connection muscle can be caught vertical brace muscle, makes the relative position between horizontal connection muscle and the vertical brace muscle remain stable better, thereby makes holistic structure more firm.
The utility model discloses further set up to: the horizontal connecting ribs are wound between two ends of the outer part of the vertical supporting rib and are bound and fixed through steel wires.
Through adopting above-mentioned technical scheme, utilize the steel wire to bind fixedly around establishing between the both ends of vertical brace rod outside part horizontal connection muscle through the steel wire, further make the relative position between horizontal connection muscle and the vertical brace rod remain stable better to make holistic structure more firm.
The utility model discloses further set up to: one end of the horizontal connecting rib is inserted into the concrete frame column, the other end of the horizontal connecting rib surrounds the vertical supporting rib and extends to the edge, close to one side of the concrete frame column, of the concrete reinforcing layer after extending for a circle, and one end, close to the edge, of one side of the concrete frame column, of the horizontal connecting rib is provided with a bending part which limits loosening of the steel wire and is in a hook shape, of the concrete reinforcing layer.
Through adopting above-mentioned technical scheme, set up the kink so that when the steel wire has not hard up trend, the kink can restrict the relative horizontally connect muscle of steel wire and slide to make overall structure more firm.
The utility model discloses further set up to: and the horizontal connecting ribs on the same side wall of the concrete frame column are arranged in a mirror symmetry mode.
Through adopting above-mentioned technical scheme, set up horizontal connection muscle mirror symmetry on the same lateral wall of concrete frame post for horizontal connection muscle can all restrict the relative movement trend between concrete frame post and the concrete reinforcement layer from the direction of mutual reversal, thereby makes overall structure more firm.
The utility model discloses further set up to: at least five layers of horizontal connecting ribs are arranged in the vertical direction.
Through adopting above-mentioned technical scheme, set up five layers of horizontal connection muscle at least along vertical direction to all play the effect of connection fixed at the different positions of vertical direction to concrete frame post and concrete reinforcement, make holistic structure more firm.
The utility model discloses further set up to: the concrete reinforcing layer is characterized in that a stirrup with a square-shaped cross section is further arranged inside the concrete reinforcing layer, and the cross section of the stirrup and the cross section of the concrete frame column form a square shape.
Through adopting above-mentioned technical scheme, set up the stirrup for the inside structure of concrete reinforcement layer is more firm, thereby makes holistic structure more firm.
The utility model discloses further set up to: the cross section of the concrete reinforcing layer is square-shaped.
Through adopting above-mentioned technical scheme, set up the cross section of concrete reinforcement into the square font for the concrete frame post is surrounded by the concrete reinforcement completely, thereby supports and protects concrete frame post more comprehensively.
To sum up, the utility model discloses following beneficial effect has:
1. the vertical support ribs are arranged in the concrete reinforcing layer, and one end of each horizontal connecting rib extending into the concrete reinforcing layer is wound outside the vertical support rib, so that the horizontal connecting ribs are connected between the concrete frame column and the concrete reinforcing layer, and the vertical support ribs further limit the positions of the horizontal connecting ribs in the concrete reinforcing layer, so that free moving spaces among the horizontal connecting ribs, the concrete frame column and the concrete reinforcing layer are reduced, and the structure is firmer;
2. through setting up the horizontal connection muscle into R shape for the horizontal connection muscle can be caught vertical brace muscle, makes the relative position between horizontal connection muscle and the vertical brace muscle remain stable better, thereby makes holistic structure more firm.
Drawings
Fig. 1 is a schematic view of the overall structure of a reinforced concrete beam reinforcing structure according to an embodiment of the present invention;
fig. 2 is the embodiment of the utility model provides an in the embodiment section structure sketch map of reinforced concrete roof beam reinforced structure.
Reference numerals: 1. a foundation; 2. a concrete frame column; 3. a concrete reinforcing layer; 31. hooping; 4. horizontally connecting ribs; 41. a steel wire; 42. a bending section; 5. and (5) vertical supporting ribs.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b):
referring to fig. 1 and 2, for the utility model discloses a reinforced concrete beam reinforced structure, including concrete frame post 2, concrete enhancement layer 3 and horizontally connect muscle 4.
During concrete frame post 2's one end stretches into ground 1, concrete reinforcement 3 sets up the outside at concrete frame post 2, the both ends of horizontally connect muscle 4 stretch into the inside of concrete frame post 2 and the inside of concrete reinforcement 3 respectively, and 3 inside vertical brace rod 5 in addition that set up of concrete reinforcement, and horizontally connect muscle 4 inserts 3 inside parts of concrete reinforcement and winds the outside of establishing at vertical brace rod 5, when making horizontally connect muscle 4 be connected between concrete frame post 2 and the concrete reinforcement 3, vertical brace rod 5 further restricts horizontally connect muscle 4 in the position of the inside of concrete reinforcement 3, thereby reduce the space of the free activity between horizontally connect muscle 4 and concrete frame post 2 and the concrete reinforcement 3, and then make the structure more firm.
In the embodiment, the cross section of the concrete reinforcing layer 3 is square, so that the concrete frame column 2 is completely surrounded by the concrete reinforcing layer 3, and the concrete frame column 2 is supported and protected more comprehensively;
the horizontal connecting ribs 4 are provided with at least five layers along the vertical direction, so that the concrete frame columns 2 and the concrete reinforcing layers 3 are connected and fixed at different positions in the vertical direction, and the whole structure is firmer.
For making the relative position relation between horizontal connection muscle 4 and the vertical brace muscle 5 more stable, set up horizontal connection muscle 4 into R shape, and bind horizontal connection muscle 4 around establishing between the both ends of the outside part of vertical brace muscle 5 fixedly through steel wire 41, make horizontal connection muscle 4 can catch on vertical brace muscle 5, and simultaneously, steel wire 41 binds horizontal connection muscle 4 around establishing the part in the outside of vertical brace muscle 5, make the relative position between horizontal connection muscle 4 and the vertical brace muscle 5 remain stable better, thereby make holistic structure more firm.
In this embodiment, one end of the horizontal connecting rib 4 is inserted into the concrete frame column 2, and the other end extends around the vertical supporting rib 5 for a circle and then extends to the edge of the concrete reinforcing layer 3 on the side close to the concrete frame column 2.
In order to bind the horizontal connecting bar 4 more stably by the steel wire 41, a bent part 42 in the shape of a hook is arranged at one end of the horizontal connecting bar 4, and the bent part 42 is arranged at the edge of the side, which is close to the concrete frame column 2, of the horizontal connecting bar 4 extending to the concrete reinforcing layer 3, so that the bent part 42 limits the steel wire 41 to slide relative to the horizontal connecting bar 4, and the whole structure is firmer.
In addition, horizontal connecting ribs 4 on the same side wall of the concrete frame column 2 are arranged in a mirror symmetry mode, so that the horizontal connecting ribs 4 can limit the relative movement trend between the concrete frame column 2 and the concrete reinforcing layer 3 from the mutually reverse directions, and the whole structure is firmer.
The inside stirrup 31 that still is provided with the cross section and personally submits the square-shaped of concrete reinforcement 3, and the cross section of stirrup 31 and the cross section of concrete frame post 2 constitute back the font to make the inside structure of concrete reinforcement 3 more firm, and then make holistic structure more firm.
The implementation principle of the embodiment is as follows: set up vertical brace 5 through the inside at concrete-reinforced layer 3, and stretch into horizontal connection muscle 4 the one end of concrete-reinforced layer 3 around establishing the outside at vertical brace 5, make not only horizontal connection muscle 4 be connected between concrete frame post 2 and the concrete-reinforced layer 3, vertical brace 5 further limits horizontal connection muscle 4 in the position of the inside of concrete-reinforced layer 3 in addition, thereby reduce the space of the free activity between horizontal connection muscle 4 and concrete frame post 2 and the concrete-reinforced layer 3, and then make the structure more firm.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a reinforced concrete roof beam reinforced structure, includes that one end stretches into concrete frame post (2), the setting in ground (1) and inserts respectively concrete frame post (2) outside concrete enhancement layer (3) and both ends concrete frame post (2) inside and horizontal connection muscle (4) inside concrete enhancement layer (3), its characterized in that, concrete enhancement layer (3) inside is provided with vertical brace rod (5), horizontal connection muscle (4) insert concrete enhancement layer (3) inside part is around establishing the outside of vertical brace rod (5).
2. A reinforced concrete beam reinforcing structure according to claim 1, wherein the horizontal coupling bar (4) has an R-shape.
3. A reinforced concrete beam reinforcing structure according to claim 2, wherein the horizontal coupling bar (4) is bound and fixed between both ends of the outer portion of the vertical support bar (5) by means of steel wires (41).
4. A reinforced concrete beam reinforcing structure according to claim 3, wherein one end of the horizontal connecting bar (4) is inserted into the concrete frame column (2), the other end of the horizontal connecting bar extends around the vertical supporting bar (5) for a circle and then extends to the edge of the concrete reinforcing layer (3) on the side close to the concrete frame column (2), and one end of the horizontal connecting bar (4) extending to the edge of the concrete reinforcing layer (3) on the side close to the concrete frame column (2) is provided with a bent part (42) which limits the looseness of the steel wire (41) and is in the shape of a hook.
5. A reinforced concrete beam reinforcing arrangement according to claim 2, wherein the horizontal connector bars (4) on the same side wall of the concrete frame column (2) are arranged in mirror symmetry.
6. A reinforced concrete beam reinforcing structure according to claim 1, wherein the horizontal coupling bars (4) are provided with at least five layers in a vertical direction.
7. A reinforced concrete beam reinforced structure according to claim 1, wherein the reinforced concrete layer (3) is further provided with a stirrup (31) with a square-shaped cross section inside, and the cross section of the stirrup (31) and the cross section of the concrete frame column (2) form a Chinese character 'hui'.
8. A reinforced concrete beam reinforcing structure according to claim 1, wherein the concrete reinforcing layer (3) has a square-shaped cross-section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921178288.6U CN210342435U (en) | 2019-07-23 | 2019-07-23 | Reinforced concrete beam reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921178288.6U CN210342435U (en) | 2019-07-23 | 2019-07-23 | Reinforced concrete beam reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210342435U true CN210342435U (en) | 2020-04-17 |
Family
ID=70216392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921178288.6U Expired - Fee Related CN210342435U (en) | 2019-07-23 | 2019-07-23 | Reinforced concrete beam reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210342435U (en) |
-
2019
- 2019-07-23 CN CN201921178288.6U patent/CN210342435U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200417 |
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| CF01 | Termination of patent right due to non-payment of annual fee |