CN218713981U - Reinforcing member for building - Google Patents
Reinforcing member for building Download PDFInfo
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- CN218713981U CN218713981U CN202222957770.8U CN202222957770U CN218713981U CN 218713981 U CN218713981 U CN 218713981U CN 202222957770 U CN202222957770 U CN 202222957770U CN 218713981 U CN218713981 U CN 218713981U
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- concrete foundation
- reinforcing steel
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Abstract
The utility model provides a reinforcing component of a building, which comprises a plate body, a reinforcing plate and a reinforcing plate, wherein the plate body is arranged on a concrete foundation of the building; the first reinforcing steel bar comprises a main body section and a bending section, and one end of the main body section is connected with the bending section; the main body section is arranged on the upper surface of the plate body; the bending section is arranged in the concrete foundation. According to the concrete foundation, the main body section of the first reinforcing steel bar is arranged on the plate body, the bending section is arranged in the concrete foundation, and the plate body and the concrete foundation are tightly connected again through the connection of the first reinforcing steel bar; compared with the main body section which is only used for connecting the plate body and the concrete foundation, the plate body is reliably stressed by the arrangement of the bending section, and the plate body is prevented from being separated from the concrete foundation under the action of horizontal external force; the plate body of the embedded part is reinforced by the first reinforcing steel bar, and the problem that the embedded part is loose and cannot be used is solved.
Description
Technical Field
The utility model relates to a reinforced (rfd) technical field of built-in fitting, in particular to reinforcement member of building.
Background
No matter whether the project is a new project or an improved project, as long as new equipment or a structure is installed, the foundation construction cannot be avoided, embedded parts are needed to be used for the foundation construction, and the embedded parts (prefabricated embedded parts) are members which are installed (embedded) in hidden projects in advance, namely, structural parts which are arranged during the structure pouring and are used for lap joint during the building of an upper structure.
However, in actual production, quality problems can occur when the embedded part is manufactured, for example, the connection between the anchor bars and the embedded plate is not firm, even if concrete is poured, the repair cannot be carried out, and after a period of use, the embedded part is loosened due to the fact that the connection between the embedded part and the anchor bars is not firm; meanwhile, when the embedded part is installed, some constructors cut off a part of anchor bars for installation convenience, or the constructors modify the size or the length of the anchor bars of the embedded part without permission, so that the embedded part cannot be effectively anchored according to the original designed stress condition and is loosened and infirm in use; when the embedded part is anchored, the situation may occur, for example, the size of the chemical anchor bolt is changed or the embedded bar depth of the chemical anchor bolt does not meet the design requirement during construction, which may cause the embedded part to loosen and be loose.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a reinforcement member of building aims at solving among the prior art built-in fitting and takes place to take off the problem that leads to unable continuation of use.
In order to achieve the purpose, the utility model provides a reinforcing component of a building, which comprises a plate body of an embedded part, a reinforcing plate and a reinforcing plate, wherein the plate body is arranged on a concrete foundation of the building; the first reinforcing steel bar comprises a main body section and a bending section, and one end of the main body section is connected with the bending section; the main body section is arranged on the upper surface of the plate body; the bending section is arranged in the concrete foundation.
According to the concrete foundation, the main body section of the first reinforcing steel bar is arranged on the plate body, the bending section is arranged in the concrete foundation, and the plate body and the concrete foundation are tightly connected again through the connection of the first reinforcing steel bar; compared with the main body section which is only used for connecting the plate body and the concrete foundation, the plate body is reliably stressed by the arrangement of the bending section, and the plate body is prevented from being separated from the concrete foundation under the action of horizontal external force; the plate body of the embedded part is reinforced by the first reinforcing steel bar, and the problem that the embedded part is loose and cannot be used is solved.
Furthermore, each side of the plate body is provided with a plurality of first reinforcing steel bars, and the first reinforcing steel bars are arranged at equal intervals. The bending section is arranged on each side of the plate body, so that the stress of the joint of the plate body and the concrete foundation is transferred from point stress to surface stress through the conduction of the first reinforcing steel bars, the stress area is larger, and the connection of the plate body and the concrete foundation is more stable.
Furthermore, the length that first reinforcing steel bar set up in the concrete foundation is 15 times of the diameter of first reinforcing steel bar, has guaranteed the stability that first reinforcing steel bar and concrete foundation are connected.
Further, the main body section is welded to the plate body.
Further, this building element still includes the second reinforcing bar, the second reinforcing bar sets up in the concrete foundation, the one end of second reinforcing bar with first reinforcing bar is connected.
Further, the length of the connection of the second reinforcing steel bar and the first reinforcing steel bar is 10 times the diameter of the first reinforcing steel bar.
Furthermore, the second reinforcing steel bar comprises a connecting end and a free end, the connecting end is connected with the first reinforcing steel bar, and the free end is in a bending state.
Furthermore, the free ends of the two oppositely arranged second reinforcing steel bars are arranged in a staggered manner.
Furthermore, the side elevation of concrete foundation is equipped with one and buries the board, the bending section of first reinforcement reinforcing bar with bury the board and be connected fixedly.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without undue limitation to the invention. In the drawings:
FIG. 1 is a schematic view of a first embodiment of a reinforcement member for a building according to the present invention;
FIG. 2 is a schematic view of a second embodiment of a reinforcement member for a building according to the present invention;
fig. 3 is a schematic view of a third embodiment of a reinforcing member for a building according to the present invention.
Wherein: 1-plate body, 2-concrete foundation, 3-first reinforcing steel bar, 31-main body section, 32-bending section, 4-stirrup, 5-second reinforcing steel bar, 6-buried plate and 7-concrete foot protector.
Detailed Description
The technical solution provided by the present invention will be explained in more detail with reference to fig. 1-3.
Example one
As shown in fig. 1, the present invention provides, in a first aspect, a reinforcement member for a building, which includes a plate body 1 of an embedded part, which is disposed on a concrete foundation 2 of the building; a first reinforcing bar 3 including a main body section 31 and a bent section 32, one end of the main body section 31 being connected to the bent section 32; the main body section 31 is arranged on the upper surface of the plate body 1; the bending section 32 is arranged in the concrete foundation 2.
In the application, the main body section 31 of the first reinforcing steel bar 3 is arranged on the plate body 1, the bending section 32 is arranged in the concrete foundation 2, and the plate body 1 and the concrete foundation 2 are tightly connected through the connection of the first reinforcing steel bar 3; compare in only having main part section 31 to connect plate body 1 and concrete foundation 2, also make plate body 1 atress reliable through setting up of bending segment 32, avoid plate body 1 to take place to separate with the concrete foundation under the effect that receives the horizontal external force, consolidate the plate body of built-in fitting through setting up first reinforcing bar, solved the built-in fitting pine and loosen and lead to unable problem of using.
As an option, the part of the first reinforcing steel bar which is exposed to the outside is poured by adopting the concrete foot 7, on one hand, the first reinforcing steel bar is protected, and the concrete foundation is generally in an underground humid environment and even is soaked in water for a long time, so that the problem that the first reinforcing steel bar is corroded and rusted due to the influence of the external environment is solved, and the problem of safety and stability of the building is caused; on the other hand, the stability of the first reinforcing steel bar is enhanced through the cooperation effect of the steel bar and the concrete, so that the connection between the plate body and the concrete foundation is more stable.
Furthermore, each side of the plate body 1 is provided with a plurality of first reinforcing steel bars 3, a plurality of the first reinforcing steel bars 3 are arranged at equal intervals, and the first reinforcing steel bars 3 are connected through stirrups 4. Equidistant a plurality of first reinforcing bars 3 that set up in horizontal direction for plate body 1 is when receiving external force, and the even first reinforcing bar 3 that sets up of accessible is with the even dispersion of external force and conduct to each first reinforcing bar 3 on, has not only reduced every first reinforcing bar 3's atress, has also avoided plate body 1 because of the uneven condition that leads to local destruction of atress.
Further, first reinforcing bar 3 sets up length in the concrete foundation 2 is 15 times of first reinforcing bar 3's diameter, has further guaranteed the stability that first reinforcing bar 3 and concrete foundation 2 are connected.
Further, the main body section 31 is welded on the plate body 1, and the welding connection stability is high and the field operation is easy.
In the actual construction process, the main body section of the first reinforcing steel bar is welded with the upper surface of the plate body, and the bending section is implanted into the concrete foundation through on-site bar planting, so that the plate body of the embedded part is tightly connected with the concrete foundation again; meanwhile, concrete is poured on the first reinforcing steel bars exposed outside, after the concrete is dried, the post-poured concrete is stably connected with the original concrete foundation to form a new concrete foundation, and therefore stable connection of the plate body and the concrete foundation is further completed; and the setting of bending segment can be better keep out the exogenic action of horizontal direction, avoid the plate body to take place to separate with the concrete foundation under the effect that receives horizontal exogenic action. The problem that the embedded part takes place to loosen and lead to using has been solved to this scheme.
Example two
As shown in fig. 2, this embodiment is a further improvement of the first embodiment, when the building element is located in a free space, i.e. a boundary surface of a building, the slab is located at an edge of the building, and the first reinforcing steel bar has insufficient space to extend out of the slab and then bend, in order to solve this problem, the building element further includes a second reinforcing steel bar 5, the second reinforcing steel bar 5 is disposed in the concrete foundation 2, one end of the second reinforcing steel bar 5 is connected with the first reinforcing steel bar 3, and by disposing the second reinforcing steel bar to be connected with the first reinforcing steel bar, the length of the first reinforcing steel bar embedded in the concrete foundation can be extended, so that the connection between the slab of the embedded part and the concrete foundation is more stable.
In this embodiment, the second reinforcing steel bar and the first reinforcing steel bar are connected by single-side welding, and the welding length is 10 times of the diameter of the first reinforcing steel bar.
Further, second reinforcement reinforcing bar 5 includes link and free end, the link with first reinforcement reinforcing bar 3 is connected, the free end is the state of buckling, and the setting of buckling has strengthened the stability of being connected of reinforcing bar with the basis to the stability of being connected of plate body and basis has been strengthened.
Furthermore, the free ends of the two second reinforcing steel bars 5 which are oppositely arranged are arranged in a staggered manner, so that when the second reinforcing steel bars 5 are stressed, the force cannot be transmitted to the same horizontal plane of the concrete foundation 2 through the free ends, and the concrete foundation 2 is damaged on the horizontal plane due to the fact that large shear stress is generated.
Furthermore, each side of plate body 1 sets up a plurality ofly first reinforcement reinforcing bar 3 and a plurality of second reinforcement reinforcing bar 5 of being connected with it are a plurality of first reinforcement reinforcing bar 3 equidistant setting, and a plurality of link to each other through stirrup 4 between the first reinforcement reinforcing bar 3. Equidistant a plurality of first reinforcing bars 3 and a plurality of second reinforcing bars 5 of setting up of horizontal direction for plate body 1 is when receiving external force, and the even first reinforcing bar 3 and the even dispersion of second reinforcing bar 5 with external force of accessible setting are conducted to each reinforcing bar on, have not only reduced every first reinforcing bar 3 and the atress of second reinforcing bar 5, have also avoided plate body 1 because of the uneven condition that leads to local destruction of atress.
EXAMPLE III
As shown in fig. 3, this embodiment is a further improvement of the first embodiment, when the building element is located in a blank space, i.e. a boundary surface of a building, and the plate body is located at an edge of the building, the first reinforcing steel bar has insufficient space to extend out of the plate body and then bend, and in order to solve this problem, further, the side elevation of the concrete foundation 2 is provided with a buried plate 6, and the bent section 32 of the first reinforcing steel bar is connected and fixed with the buried plate 6.
It should be noted that, in this embodiment, the length of the main body section of the first reinforcing steel bar is consistent with the side length of the plate body of the embedded part, and two ends of the main body section are respectively connected with a bending section.
The plate body 6 is fixedly mounted on the concrete foundation by chemical bolts which resist pulling by the combined action of bond force and mechanical engagement force with the concrete and shear by the bolts themselves, as is known to those skilled in the art.
Furthermore, each side of plate body 1 sets up a plurality ofly first reinforcement reinforcing bar 3 and a plurality of second reinforcement reinforcing bar 5 of being connected with it are a plurality of first reinforcement reinforcing bar 3 equidistant setting, and a plurality of link to each other through stirrup 4 between the first reinforcement reinforcing bar 3. Equidistant a plurality of first reinforcing bars 3 and a plurality of second reinforcing bars 5 of setting up of horizontal direction for plate body 1 is when receiving external force, and the even first reinforcing bar 3 and the even dispersion of second reinforcing bar 5 with external force of accessible setting are conducted to each reinforcing bar on, have not only reduced every first reinforcing bar 3 and the atress of second reinforcing bar 5, have also avoided plate body 1 because of the uneven condition that leads to local destruction of atress.
In the description of the present invention, it should be understood that the terms "vertical", "horizontal", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the scope of the present invention.
If the terms "first," "second," etc. are used herein to define parts, those skilled in the art will recognize that: the use of "first" and "second" is merely for convenience in describing the invention and to simplify the description, and the words are not intended to have a special meaning unless otherwise stated.
The present invention is not limited to the above embodiment, and if various modifications or variations of the present invention do not depart from the spirit and scope of the present invention, they are intended to be covered if they fall within the scope of the claims and the equivalent technology of the present invention.
Claims (9)
1. A reinforcement member for a building, comprising:
the plate body of the embedded part is arranged on a concrete foundation of a building;
the first reinforcing steel bar comprises a main body section and a bending section, and one end of the main body section is connected with the bending section; the main body section is arranged on the upper surface of the plate body; the bending section is arranged in the concrete foundation.
2. A reinforcing element for a building according to claim 1, wherein:
each side of plate body sets up a plurality ofly first reinforcement reinforcing bar, and it is a plurality of first reinforcement reinforcing bar is equidistant to be set up.
3. A reinforcing element for a building according to claim 1, wherein:
the length of the first reinforcing steel bars arranged in the concrete foundation is 15 times of the diameter of the first reinforcing steel bars.
4. A reinforcing element for a building according to claim 1, wherein:
the main body section is welded on the plate body.
5. A reinforcing element for a building according to claim 1, wherein:
the building component further comprises second reinforcing steel bars, wherein the second reinforcing steel bars are arranged in the concrete foundation, and one ends of the second reinforcing steel bars are connected with the first reinforcing steel bars.
6. A reinforcing element for a building according to claim 5, wherein:
the length of connection of second reinforcing bar with first reinforcing bar is 10 times of the diameter of first reinforcing bar.
7. A reinforcing element for buildings according to claim 5, wherein:
the second reinforcing steel bar comprises a connecting end and a free end, the connecting end is connected with the first reinforcing steel bar, and the free end is in a bending state.
8. A reinforcing element for a building according to claim 7, wherein:
the free ends of the two oppositely arranged second reinforcing steel bars are arranged in a staggered manner.
9. A reinforcing element for a building according to claim 1, wherein:
the concrete foundation's side facade is equipped with one and buries the board, the bending section of first reinforcing bar with bury the board and be connected fixedly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222957770.8U CN218713981U (en) | 2022-11-04 | 2022-11-04 | Reinforcing member for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222957770.8U CN218713981U (en) | 2022-11-04 | 2022-11-04 | Reinforcing member for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218713981U true CN218713981U (en) | 2023-03-24 |
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ID=85608969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222957770.8U Active CN218713981U (en) | 2022-11-04 | 2022-11-04 | Reinforcing member for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218713981U (en) |
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2022
- 2022-11-04 CN CN202222957770.8U patent/CN218713981U/en active Active
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