CN219753513U - Steel support and reinforced concrete beam connection node - Google Patents
Steel support and reinforced concrete beam connection node Download PDFInfo
- Publication number
- CN219753513U CN219753513U CN202320727117.4U CN202320727117U CN219753513U CN 219753513 U CN219753513 U CN 219753513U CN 202320727117 U CN202320727117 U CN 202320727117U CN 219753513 U CN219753513 U CN 219753513U
- Authority
- CN
- China
- Prior art keywords
- steel support
- concrete beam
- reinforced concrete
- connection node
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 40
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 230000035515 penetration Effects 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A steel support and reinforced concrete beam connection node relates to the field of building structures. The steel support and reinforced concrete beam connecting node comprises a concrete beam, a steel support and a steel support; the steel support comprises a supporting plate with the top connected with the bottom of the concrete beam and two side plates respectively connected with two sides of the supporting plate, and the two side plates are respectively connected with two sides of the concrete beam; the top of the steel support is connected with the bottom of the supporting plate. The steel support and reinforced concrete beam connecting node provided by the utility model wraps and connects the concrete beam by utilizing the steel support with the U-shaped cross section, and forms the steel support and reinforced concrete beam connecting node with good tensile, compressive and deformation resistance by utilizing the steel support to connect and supporting the bottom of the steel support, and the steel support has good weldability and is easy to maintain and replace.
Description
Technical Field
The utility model relates to the field of building structures, in particular to a connecting node of a steel support and a reinforced concrete beam.
Background
Shear walls or supports and other structures are often arranged in a building structure to meet the requirements of structural stability and horizontal force resistance, and compared with the shear walls, the method for arranging the supports is relatively simple and easy.
In various supporting structures, the reinforced concrete support is suitable for being connected with a reinforced concrete member into a whole, but the reinforced concrete support is poor in crack resistance due to the fact that the reinforced concrete is made of brittle materials, and is easy to damage under the action of tensile force, so that normal use is affected.
Therefore, there is a need for a steel support and reinforced concrete beam connection structure with good tensile, tensile and deformation resistance
Disclosure of Invention
The utility model aims to provide a steel support and reinforced concrete beam connecting node, which is formed by wrapping a reinforced concrete beam by using a steel support with a U-shaped cross section and connecting and supporting the bottom of the steel support by using the steel support, and has good tensile, compression and deformation resistance, good weldability and easy maintenance and replacement.
The utility model is realized in the following way:
the utility model provides a connecting node of a steel support and a reinforced concrete beam, which comprises a concrete beam, a steel support and a steel support; the steel support comprises a supporting plate with the top connected with the bottom of the concrete beam and two side plates respectively connected with two sides of the supporting plate, and the two side plates are respectively connected with two sides of the concrete beam; the top of the steel support is connected with the bottom of the supporting plate.
In some alternative embodiments, a plurality of studs attached to the steel braces are embedded within the concrete beam.
In some alternative embodiments, a plurality of reinforcing ribs are attached to the outer wall of the steel brace.
In some alternative embodiments, a plurality of reinforcing ribs are spaced apart along the length of the concrete beam.
In some alternative embodiments, the reinforcing rib comprises a side rib plate connected to the outer walls of the two side plates respectively and a bottom rib plate with two ends connected with the bottoms of the two side rib plates respectively, and the top of the bottom rib plate is connected with the supporting plate.
In some alternative embodiments, a plurality of penetrations Liang Maoshuan are included, through which the beam anchors sequentially penetrate and connect the two side plates and the concrete beam.
In some optional embodiments, a plurality of stirrups, a plurality of longitudinal ribs and a plurality of tie ribs are embedded in the concrete beam, the longitudinal ribs are connected with the stirrups, and two ends of the tie ribs are respectively connected with the two longitudinal ribs.
In some alternative embodiments, the tie bar is connected to the beam-passing anchor by a connecting bar.
In some alternative embodiments, the steel brace is inverted U-shaped.
The beneficial effects of the utility model are as follows: the steel support and reinforced concrete beam connecting node provided by the utility model comprises a concrete beam, a steel support and a steel support; the steel support comprises a supporting plate with the top connected with the bottom of the concrete beam and two side plates respectively connected with two sides of the supporting plate, and the two side plates are respectively connected with two sides of the concrete beam; the top of the steel support is connected with the bottom of the supporting plate. The steel support and reinforced concrete beam connecting node provided by the utility model wraps and connects the concrete beam by utilizing the steel support with the U-shaped cross section, and forms the steel support and reinforced concrete beam connecting node with good tensile, compressive and deformation resistance by utilizing the steel support to connect and supporting the bottom of the steel support, and the steel support has good weldability and is easy to maintain and replace.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a connection node between a steel support and a reinforced concrete beam according to an embodiment of the present utility model;
FIG. 2 is a schematic view in partial perspective from the perspective of view A-A in FIG. 1;
fig. 3 is a schematic view of a partial perspective structure of a connection node between a steel support and a reinforced concrete beam according to another embodiment of the present utility model.
In the figure: 100. a concrete beam; 110. a steel support; 111. a supporting plate; 112. a side plate; 120. a steel support; 130. a peg; 140. reinforcing ribs; 141. side rib plates; 142. a bottom rib plate; 150. putting through Liang Maoshuan; 160. stirrups; 170. longitudinal ribs; 180. a tie bar; 190. and (5) connecting ribs.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, directions or positional relationships indicated by terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are directions or positional relationships based on those shown in the drawings, or those that are conventionally put in use of the product of the application, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific direction, be configured and operated in a specific direction, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," "third," and the like are used merely to distinguish between descriptions and should not be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal," "vertical," "overhang," and the like do not denote a requirement that the component be absolutely horizontal or overhang, but rather may be slightly inclined. As "horizontal" merely means that its direction is more horizontal than "vertical", and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present utility model, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
In the present utility model, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
The characteristics and properties of the steel support and reinforced concrete beam connection node of the present utility model are described in further detail with reference to examples.
As shown in fig. 1 and 2, the present utility model provides a steel support and reinforced concrete beam connection node, which comprises a concrete beam 100, a steel brace 110 having a U-shaped cross section, and an inverted U-shaped steel support 120; the steel support 110 comprises a supporting plate 111 with the top connected with the bottom of the concrete beam 100 and two side plates 112 respectively connected with two sides of the supporting plate 111, and the two side plates 112 are respectively connected with two sides of the concrete beam 100; the top of the steel support 120 is connected to the bottom of the pallet 111.
The pallet 111 and the two side plates 112 are respectively connected with pins 130 which are arranged at intervals, and the other ends of the pins 130 are buried in the concrete beam 100. Nine reinforcing ribs 140 are connected to the outer wall of the steel brace 110 and are arranged at intervals along the length direction of the concrete beam 100, each reinforcing rib 140 comprises two side rib plates 141 and bottom rib plates 142, two ends of each bottom rib plate 142 are respectively connected with the bottoms of the two side rib plates 141, the two side rib plates 141 are respectively connected to the outer walls of the two side plates 112, the tops of the two bottom rib plates 142 positioned at two ends are connected with the supporting plate 111, and seven bottom rib plates 142 positioned in the middle penetrate through the steel support 120 and the tops of the seven bottom rib plates 142 are connected with the supporting plate 111; eighteen penetrating pipes Liang Maoshuan and 150 are also embedded in the concrete beam 100, and two ends of the penetrating pipe Liang Maoshuan penetrate through and are connected with the two side plates 112 respectively. The concrete beam 100 is embedded with stirrups 160 arranged at intervals along the length direction, longitudinal ribs 170 arranged at intervals and tie bars 180 arranged at intervals, each longitudinal rib 170 is connected with each stirrup 160, and two ends of each tie bar 180 are respectively connected with two longitudinal ribs 170.
According to the steel support and reinforced concrete beam connecting node provided by the embodiment of the utility model, the steel support 110 with the U-shaped cross section is used for wrapping and connecting the bottom of the concrete beam 100, and the top of the inverted U-shaped steel support 120 is connected with the bottom of the steel support 110, so that the concrete beam 100 and the steel support 120 are connected into a whole by using the steel support 110, on one hand, the good tensile and compressive properties of the steel support 110 and the steel support 120 can be utilized, and on the other hand, the structural strength of the steel support and reinforced concrete beam connecting node is effectively improved, so that the steel support and the reinforced concrete beam connecting node are not easy to damage under the action of tensile force and pressure, and on the other hand, the steel support 120 is connected through the steel support 110, so that the steel support 120 has good weldability and easy maintenance and replacement.
The supporting plate 111 and the two side plates 112 are respectively connected with the pegs 130 which are arranged at intervals, the other ends of the pegs 130 are buried in the concrete beam 100, the connection tightness between the steel support 110 and the concrete beam 100 can be effectively improved by using the pegs 130, and the overall structural strength is improved. The concrete beam 100 is embedded with the penetrating Liang Maoshuan 150, the two ends of which respectively penetrate through and are connected with the two side plates 112, so that the integrity of the connection between the steel support 110 and the concrete beam 100 can be further enhanced, and the deformation resistance of the vertical side plates 112 at the two sides of the steel support 110 can be improved. Nine reinforcing ribs 140 which are arranged at intervals along the length direction of the concrete beam 100 are connected to the outer wall of the steel support 110, so that the lateral integral deformation resistance of the steel support 110 and the concrete beam 100 can be improved.
As shown in fig. 3, in other alternative embodiments, the tie bar 180 is connected with the through Liang Maoshuan via the connecting bar 190, and the connecting strength between the through anchor bolt 150 and the concrete beam 100 can be further improved by embedding the connecting bar 190 with the tie bar 180 and the through Liang Maoshuan at two ends respectively in the concrete beam 100, thereby effectively improving the deformation resistance of the steel brace 110.
The embodiments described above are some, but not all embodiments of the utility model. The detailed description of the embodiments of the utility model is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Claims (9)
1. The connecting node of the steel support and the reinforced concrete beam is characterized by comprising a concrete beam, a steel support and a steel support; the steel support comprises a supporting plate with the top connected with the bottom of the concrete beam and two side plates respectively connected with the two sides of the supporting plate, and the two side plates are respectively connected with the two sides of the concrete beam; the steel support top is connected with the bottom of the supporting plate.
2. The steel support and reinforced concrete beam connection node of claim 1, wherein a plurality of studs connected to the steel brace are embedded in the concrete beam.
3. The steel support and reinforced concrete beam connection node of claim 1, wherein a plurality of reinforcing ribs are connected to an outer wall of the steel brace.
4. A steel support and reinforced concrete beam connection node as claimed in claim 3 wherein a plurality of said reinforcing ribs are spaced apart along the length of said concrete beam.
5. A steel support and reinforced concrete beam connection node according to claim 3, wherein the reinforcing rib comprises two side rib plates respectively connected to the outer walls of the two side plates and a bottom rib plate with two ends respectively connected to the bottoms of the two side rib plates, and the top of the bottom rib plate is connected to the supporting plate.
6. The steel support and reinforced concrete beam connection node of claim 1, further comprising a plurality of penetrations Liang Maoshuan, said penetrations anchors passing sequentially through and connecting two of said side plates and said concrete beam.
7. The connection node of a steel support and a reinforced concrete beam according to claim 6, wherein a plurality of stirrups, a plurality of longitudinal bars and a plurality of tie bars are embedded in the concrete beam, the longitudinal bars are connected with the stirrups, and two ends of each tie bar are connected with two longitudinal bars respectively.
8. The steel support and reinforced concrete beam connection node of claim 7, wherein the tie bar is connected to the beam penetrating anchor by a connecting bar.
9. The steel support and reinforced concrete beam connection node of claim 1, wherein the steel brace is inverted U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320727117.4U CN219753513U (en) | 2023-04-04 | 2023-04-04 | Steel support and reinforced concrete beam connection node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320727117.4U CN219753513U (en) | 2023-04-04 | 2023-04-04 | Steel support and reinforced concrete beam connection node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219753513U true CN219753513U (en) | 2023-09-26 |
Family
ID=88073295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320727117.4U Active CN219753513U (en) | 2023-04-04 | 2023-04-04 | Steel support and reinforced concrete beam connection node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219753513U (en) |
-
2023
- 2023-04-04 CN CN202320727117.4U patent/CN219753513U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1259813A (en) | Composite, pre-stressed structural member and method of forming same | |
| WO2010122177A2 (en) | A construction system | |
| CN106988484A (en) | Buckling-restrained steel coupling beam and its steel plate concrete combined shear wall structural system | |
| KR20070004279A (en) | Shear reinforcement device arranged in the slab-column connection and the shear reinforcement structure using the device | |
| CN207003822U (en) | Buckling-restrained steel coupling beam and its steel plate concrete combined shear wall structural system | |
| CN109667385B (en) | Reinforced concrete ultra-short column | |
| CN219753513U (en) | Steel support and reinforced concrete beam connection node | |
| CN102400503B (en) | High-strength concrete steel plate sectional connection combined shear wall | |
| CN201826413U (en) | Segmented-connection concrete and steel plate combined shear wall with supports | |
| CN111173129A (en) | Prestress assembling frame structure and construction method | |
| CN108222372B (en) | Shear connector and manufacturing method thereof, and profile steel concrete column and pouring method thereof | |
| CN105863073B (en) | Coupled column and base node structure and its construction method with horizontal anti-seismic performance | |
| CN212271360U (en) | Plate column structure node with built-in steel plate | |
| CN217420236U (en) | Semi-rigid assembly type steel coupling beam | |
| CN219753461U (en) | Steel support and reinforced concrete beam column connection node | |
| CN220394872U (en) | Inserted type connection node of steel column and reinforced concrete beam column | |
| CN217325801U (en) | Steel concrete composite beam structure joint for indoor and outdoor height difference position | |
| CN111648531A (en) | RCS assembly of spiral steel fiber concrete column and honeycomb steel beam and construction method | |
| CN216552445U (en) | Closely concreties built-in fitting | |
| CN218116865U (en) | Lattice type steel rib shear wall embedded column | |
| CN217325837U (en) | Bracket buried part node capable of preventing side turning and falling | |
| CN218843329U (en) | Steel rib joint structure of superposed column with through beam longitudinal ribs | |
| CN220353089U (en) | Cantilever beam rear embedded part node | |
| CN216338981U (en) | Stiff concrete bracket structure and bridge | |
| CN214220072U (en) | Wall connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |