CN216552706U - Energy-saving concrete beam column structure - Google Patents
Energy-saving concrete beam column structure Download PDFInfo
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- CN216552706U CN216552706U CN202123229403.8U CN202123229403U CN216552706U CN 216552706 U CN216552706 U CN 216552706U CN 202123229403 U CN202123229403 U CN 202123229403U CN 216552706 U CN216552706 U CN 216552706U
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Abstract
An energy-saving concrete beam column structure comprises a steel reinforcement cage, wherein the steel reinforcement cage consists of a steel reinforcement hoop and a steel reinforcement column, the steel reinforcement hoop is longitudinally arranged at the outer part of the steel reinforcement column at equal intervals, the steel reinforcement hoop and the steel reinforcement column are fixedly connected, a limiting component is compounded at the outer part of the steel reinforcement cage and comprises a back plate, a support plate and a steel reinforcement rib, the support plate is fixedly connected to the front position of the back plate, the steel reinforcement rib is longitudinally arranged at the surface of the support plate at equal intervals, the support component is installed at the position of an opening end at the top of the steel reinforcement cage, the limiting component is compounded at the outer part of the steel reinforcement cage and comprises the back plate, the support plate and the steel reinforcement rib, the back plate improves the structural strength of the support plate and the steel reinforcement hoop, the steel reinforcement rib is additionally arranged on the surface of the support plate, the steel reinforcement cage can not deviate when concrete is poured, and improves the structural strength between the steel reinforcement cage and the concrete, and energy is saved.
Description
Technical Field
The utility model relates to the technical field of concrete beam column structures, in particular to an energy-saving concrete beam column structure.
Background
Ordinary concrete is generally artificial stone which is made by using cement as a main cementing material, water, sand, stones, chemical additives and mineral admixtures as necessary, mixing the materials according to a proper proportion, uniformly stirring, densely molding, curing and hardening. The column made of reinforced concrete material is the most basic bearing member in various engineering structures such as house, bridge, hydraulic engineering, etc., and is commonly used as the strut of floor slab, pier, foundation column, tower and compression bar of truss.
When the existing concrete beam column structure is used for building concrete, the existing concrete beam column structure is influenced by a steel bar framework of a beam column, the concrete consumption is large, and the production cost is increased.
In order to solve the problems, the application provides an energy-saving concrete beam column structure.
SUMMERY OF THE UTILITY MODEL
Objects of the utility model
In order to solve the technical problems in the background art, the utility model provides an energy-saving concrete beam column structure, wherein a limiting component is compounded outside a reinforcement cage, the limiting component comprises a back plate, a supporting plate and reinforcement ribs, the back plate improves the structural strength of the connection between the supporting plate and a reinforcement hoop, the reinforcement ribs are additionally arranged on the surface of the supporting plate, the reinforcement cage cannot deviate when concrete is poured, the structural strength between the reinforcement cage and the concrete is improved, and the energy-saving concrete beam column structure is more energy-saving.
(II) technical scheme
In order to solve the problems, the utility model provides an energy-saving concrete beam column structure, which comprises a steel reinforcement cage, wherein the steel reinforcement cage consists of a steel reinforcement hoop and a steel reinforcement column, the steel reinforcement hoop is longitudinally and equidistantly arranged outside the steel reinforcement column and is fixedly connected with the steel reinforcement column, a limiting component is compounded outside the steel reinforcement cage and comprises a back plate, a support plate and a steel reinforcement rib, the support plate is fixedly connected to the front position of the back plate, the steel reinforcement rib is longitudinally and equidistantly arranged on the surface of the support plate, the support component is arranged at the opening position at the top of the steel reinforcement cage, the limiting component is compounded outside the steel reinforcement cage and comprises the back plate, the support plate and the steel reinforcement rib, the back plate improves the structural strength of the connection between the support plate and the steel reinforcement hoop, the steel reinforcement rib is additionally arranged on the surface of the support plate, and the steel reinforcement cage cannot deviate when concrete is poured, the structural strength between the concrete and the wall is improved, and the energy is saved.
Preferably, the supporting component comprises a metal cushion block and a supporting rod, the metal cushion block is welded on the inner wall of the steel bar hoop, two ends of the supporting rod are fixedly connected with the metal cushion block, and the metal cushion block and the supporting rod assist in supporting the steel bar hoop and keep the structural integrity of the steel bar hoop.
Preferably, the bracing piece is perpendicular setting with the reinforcing bar stand, the bracing piece surface is provided with the spiral groove, and the bracing piece provides the holding power, and the spiral groove setting on bracing piece surface increases the area of contact with the concrete simultaneously.
Preferably, the top end and the bottom end of the steel bar upright post protrude out of the surface of the steel bar hoop, and the steel bar upright post and the steel bar hoop form a steel bar cage.
Preferably, the backplate welding is at the reinforcing bar hoop surface, and backplate and reinforcing bar stand are parallel arrangement, and the effect of backplate is auxiliary reinforcement bar stand support reinforcing bar hoop, improves stability.
Preferably, backup pad top and bottom all extend to the terminal surface position of backplate, the backup pad is parallel arrangement with the reinforcing bar stand, and the backup pad provides the holding power to the reinforcing bar rib, and the reinforcing bar rib and the concrete contact on backup pad surface improve steel reinforcement cage's stability.
Preferably, the end surface of the reinforcing rib is of a conical structure, and the conical surface of the reinforcing rib is designed, so that the fusion effect of the reinforcing rib and concrete is effectively improved.
The technical scheme of the utility model has the following beneficial technical effects:
1. according to the utility model, the limiting assembly is compounded outside the steel reinforcement cage and comprises the back plate, the supporting plate and the steel reinforcement ribs, the structural strength of the connection between the supporting plate and the steel reinforcement hoop is improved by the back plate, and meanwhile, the steel reinforcement ribs are additionally arranged on the surface of the supporting plate, so that the steel reinforcement cage cannot deviate during concrete pouring, the structural strength between the steel reinforcement cage and concrete is improved, and more energy is saved.
2. The support assembly comprises a metal cushion block and a support rod, wherein the metal cushion block is welded on the inner wall of the steel bar hoop, two ends of the support rod are fixedly connected with the metal cushion block, and the metal cushion block and the support rod assist in supporting the steel bar hoop and keep the structural integrity of the steel bar hoop.
Drawings
Fig. 1 is a schematic overall structure diagram of an energy-saving concrete beam column structure according to the present invention.
Fig. 2 is a schematic view of a connection structure of a reinforcement ferrule and a limiting assembly of an energy-saving concrete beam column structure according to the present invention.
Fig. 3 is a schematic top view of a reinforcement ferrule and a support assembly of an energy-saving concrete beam-column structure according to the present invention.
Reference numerals: 1. a steel bar hoop; 2. a steel bar upright post; 3. a support assembly; 4. a metal cushion block; 5. a support bar; 6. a limiting component; 7. a back plate; 8. a support plate; 9. and (4) reinforcing steel bar ribs.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
As shown in fig. 1-3, the energy-saving concrete beam column structure provided by the utility model comprises a steel reinforcement cage, wherein the steel reinforcement cage is composed of a steel reinforcement hoop 1 and a steel reinforcement column 2, the steel reinforcement hoop 1 is longitudinally and equidistantly arranged outside the steel reinforcement column 2, the steel reinforcement hoop 1 is fixedly connected with the steel reinforcement column 2, a limiting component 6 is compounded outside the steel reinforcement cage, the limiting component 6 comprises a back plate 7, a support plate 8 and steel reinforcement ribs 9, the support plate 8 is fixedly connected to the front side of the back plate 7, the steel reinforcement ribs 9 are longitudinally and equidistantly arranged on the surface of the support plate 8, and the support component 3 is arranged at the position of an opening end at the top of the steel reinforcement cage.
It should be noted that, there is spacing subassembly 6 at the outside complex of steel reinforcement cage, and spacing subassembly 6 includes backplate 7, backup pad 8 and steel bar rib 9, and backplate 7 improves the structural strength that backup pad 8 and steel bar hoop 1 are connected, adds steel bar rib 9 on backup pad 8 surface simultaneously, and when carrying out concrete placement, the phenomenon of skew can not appear in the steel reinforcement cage, improves and the structural strength between the concrete, and is more energy-conserving.
In an alternative embodiment, the support assembly 3 includes a metal cushion block 4 and a support rod 5, the metal cushion block 4 is welded on the inner wall of the steel bar hoop 1, and two ends of the support rod 5 are fixedly connected with the metal cushion block 4.
It should be noted that the metal spacer 4 and the support rod 5 support the reinforcement stirrup 1 to maintain the structural integrity.
In an alternative embodiment, the support rod 5 is perpendicular to the steel bar upright 2, and a spiral groove is arranged on the surface of the support rod 5.
It should be noted that the support rod 5 provides a supporting force, and the spiral groove on the surface of the support rod 5 increases the contact area with the concrete.
In an alternative embodiment, the top end and the bottom end of the steel bar upright post 2 protrude out of the surface of the steel bar hoop 1.
It should be noted that the reinforcement cage is composed of the reinforcement columns 2 and the reinforcement hoops 1.
In an alternative embodiment, the back plate 7 is welded on the outer surface of the steel reinforcement hoop 1, and the back plate 7 is arranged in parallel with the steel reinforcement column 2.
It should be noted that, the back plate 7 is used for assisting the steel bar upright 2 to support the steel bar hoop 1, so as to improve the stability.
In an alternative embodiment, the top end and the bottom end of the supporting plate 8 extend to the end face position of the back plate 7, and the supporting plate 8 is arranged in parallel with the steel bar upright 2.
It should be noted that the support plate 8 provides a supporting force for the reinforcement ribs 9, and the reinforcement ribs 9 on the surface of the support plate 8 contact with the concrete, so as to improve the stability of the reinforcement cage.
In an alternative embodiment, the end faces of the reinforcing ribs 9 are of a tapered configuration.
It should be noted that, the tapered surface design of the steel rib 9 effectively improves the fusion effect with the concrete.
According to the utility model, the limiting component 6 is compounded outside the steel reinforcement cage, the limiting component 6 comprises the back plate 7, the supporting plate 8 and the steel reinforcement ribs 9, the back plate 7 improves the structural strength of the connection between the supporting plate 8 and the steel reinforcement hoop 1, meanwhile, the steel reinforcement ribs 9 are additionally arranged on the surface of the supporting plate 8, so that the steel reinforcement cage cannot deviate when concrete is poured, and the structural strength between the steel reinforcement cage and the concrete is improved; reinforcing cage open end position installation supporting component 3, supporting component 3 includes metal cushion 4 and bracing piece 5, and the welding of metal cushion 4 is at 1 inner wall of reinforcement hoop, 5 both ends of bracing piece and 4 fixed connection of metal cushion, and metal cushion 4 and bracing piece 5 carry out the auxiliary stay to reinforcement hoop 1, keep the integrality of its structure.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the utility model and are not to be construed as limiting the utility model. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (7)
1. The utility model provides an energy-saving concrete beam column structure, a serial communication port, including the steel reinforcement cage, the steel reinforcement cage comprises rebar hoop (1) and steel reinforcement stand (2), rebar hoop (1) vertical equidistance sets up in steel reinforcement stand (2) outsidely, and rebar hoop (1) and steel reinforcement stand (2) fixed connection, the outside complex of steel reinforcement cage has spacing subassembly (6), spacing subassembly (6) include backplate (7), backup pad (8) and steel bar rib (9), backup pad (8) fixed connection is in backplate (7) front position, the vertical equidistance of steel bar rib (9) is installed on backup pad (8) surface, steel reinforcement cage open-top end position erection bracing subassembly (3).
2. The energy-saving concrete beam column structure according to claim 1, wherein the support assembly (3) comprises a metal cushion block (4) and a support rod (5), the metal cushion block (4) is welded on the inner wall of the steel reinforcement hoop (1), and two ends of the support rod (5) are fixedly connected with the metal cushion block (4).
3. An energy-saving concrete beam column structure according to claim 2, characterized in that the support rods (5) are perpendicular to the steel upright (2), and the surfaces of the support rods (5) are provided with spiral grooves.
4. An energy saving concrete beam column structure according to claim 1, wherein the top and bottom ends of the reinforcement vertical column (2) protrude from the surface of the reinforcement hoop (1).
5. The energy-saving concrete beam column structure according to claim 1, wherein the back plate (7) is welded on the outer surface of the steel reinforcement hoop (1), and the back plate (7) and the steel reinforcement upright post (2) are arranged in parallel.
6. An energy-saving concrete beam column structure according to claim 1, characterized in that the top end and the bottom end of the support plate (8) extend to the end face position of the back plate (7), and the support plate (8) is arranged in parallel with the steel bar upright column (2).
7. An energy saving concrete beam column structure according to claim 1, wherein the end face of the reinforcing steel rib (9) is tapered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123229403.8U CN216552706U (en) | 2021-12-21 | 2021-12-21 | Energy-saving concrete beam column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123229403.8U CN216552706U (en) | 2021-12-21 | 2021-12-21 | Energy-saving concrete beam column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216552706U true CN216552706U (en) | 2022-05-17 |
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ID=81544703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123229403.8U Active CN216552706U (en) | 2021-12-21 | 2021-12-21 | Energy-saving concrete beam column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216552706U (en) |
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2021
- 2021-12-21 CN CN202123229403.8U patent/CN216552706U/en active Active
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