CN210597650U - Beam bottom rear embedded bar embedded part structure - Google Patents
Beam bottom rear embedded bar embedded part structure Download PDFInfo
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- CN210597650U CN210597650U CN201921400867.0U CN201921400867U CN210597650U CN 210597650 U CN210597650 U CN 210597650U CN 201921400867 U CN201921400867 U CN 201921400867U CN 210597650 U CN210597650 U CN 210597650U
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- steel sheet
- breast
- side steel
- beam side
- embedded
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Abstract
The utility model discloses a piece structure is buried to bar planting behind breast, including roof beam side steel sheet and breast steel sheet, roof beam side steel sheet is provided with two, two roof beam side steel sheet symmetry sets up in the both sides of concrete beam, and two fix on the concrete beam through to wearing the bolt between the roof beam side steel sheet, all screw through two nuts to the both ends of wearing the bolt, the breast steel sheet sets up on the bottom surface of concrete beam, fixed connection between breast steel sheet and the breast steel sheet. The utility model discloses a set up roof beam side steel sheet, breast steel sheet, to wearing bolt, two nuts and concrete beam, solved traditional breast embedded steel and directly touch original atress reinforcing bar easily at breast embedded steel, destroy original component atress performance, in addition the breast embedded steel need face upward the welding with steel reinforcement welding, the inconvenient problem of construction.
Description
Technical Field
The utility model relates to a building buries a technical field, specifically is a piece structure is buried to bar planting behind breast.
Background
In actual engineering, often need set up at the bottom of the concrete beam through the way of bar planting and bury the piece, but the roof beam lower part is because the atress reinforcing bar is more, directly touch original atress reinforcing bar easily at the bottom of the beam bar planting, destroys original component atress performance, and the piece is buried to the bottom of the beam in addition need weld on the back when with steel bar welding, and this has all caused the inconvenience in the work progress, has increased the potential safety hazard, so the utility model relates to a bar planting buries a structure behind the bottom of the beam solves above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The not enough to prior art, the utility model provides a bar planting buries a structure behind beam-bottom has solved traditional beam-bottom bar planting and has buried a direct original atress reinforcing bar of touchhing easily at the beam-bottom bar planting, destroys original component atress performance, beam-bottom buried piece need weld on the back when with steel bar welding in addition, the inconvenient problem of construction.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a piece structure is buried to bar planting behind beam bottom, includes beam side steel sheet and beam bottom steel sheet, beam side steel sheet is provided with two, two beam side steel sheet symmetry sets up in concrete beam's both sides, and two fix on concrete beam through to wearing the bolt between the beam side steel sheet, all screw through two nuts to the both ends of wearing the bolt, the beam bottom steel sheet sets up on concrete beam's terminal surface, fixed connection between beam bottom steel sheet and the beam side steel sheet.
Preferably, the through bolts are six and are uniformly arranged between the two beam side steel plates in a lattice shape.
Preferably, the height of the beam-side steel plate is equal to the height of the beam-bottom steel plate.
Preferably, the fixed connection mode between the beam side steel plate and the beam bottom steel plate is fillet welding.
(III) advantageous effects
The utility model provides a piece structure is buried to bar planting behind breast possesses following beneficial effect:
(1) the utility model discloses a set up roof beam side steel sheet and breast steel sheet, because concrete beam's side reinforcing bar is less, so make things convenient for drilling to implant to wearing the bolt, connect through two nuts, convenient construction, the structure is also more firm.
(2) The utility model discloses the bottom of the beam steel sheet adopts the fillet weld to be connected with roof beam side steel sheet, avoids traditional overhead welding construction, and the construction is inconvenient, influences welding quality's problem.
Drawings
FIG. 1 is a top view of the present invention;
fig. 2 is a side view of the structure of the present invention.
The reference numbers in the figures are: 1. a beam-side steel plate; 2. a beam bottom steel plate; 3. penetrating a bolt; 4. double nuts; 5. a concrete beam.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-2, the utility model provides a technical solution: a beam bottom rear embedded part structure comprises beam side steel plates 1 and beam bottom steel plates 2, wherein the beam side steel plates 1 are provided with two blocks, the two beam side steel plates 1 are symmetrically arranged at two sides of a concrete beam 5, the two beam side steel plates 1 are fixed on the concrete beam 5 through two penetrating bolts 3, two ends of the penetrating bolts 3 are screwed through double nuts 4, the penetrating bolts 3 are provided with six, the six penetrating bolts 3 are uniformly arranged between the two beam side steel plates 1 in a lattice shape, the number and arrangement of the penetrating bolts 3 are determined through stress calculation and relevant specifications, the utility model is provided with six according to the field condition, the beam bottom steel plates 2 are arranged on the bottom surface of the concrete beam 5, the beam bottom steel plates 2 are fixedly connected with the beam side steel plates 1, the height of the beam side steel plates 1 is equal to that of the beam bottom steel plates 2, the fixed connection mode between the beam side steel plates 1 and the beam bottom steel plates 2 is set as fillet welding, the bottom elevations of the beam side steel plate 1 and the beam bottom steel plate 2 are flush with the beam bottom of the concrete beam 5.
The working principle is as follows: when in use, the side surface of the concrete beam 5 is punched according to the diameter, the number and the arrangement of the through bolts 3 are determined by stress calculation and relevant specifications, the two beam side steel plates 1 are symmetrically arranged at two sides of the concrete beam 5, the bottom elevation of the beam side steel plate 1 is flush with the beam bottom of the concrete beam 5, the through bolts 3 penetrate through the through bolts 1 and the holes arranged on the beam side steel plate 1 according to the number and the arrangement of the through bolts 3, the double nuts 4 are screwed, finally the beam bottom steel plate 2 is arranged at the beam bottom and is connected with the corner welding seams of the two beam side steel plates 1, the beam bottom steel plates 2, the through bolts 3 and the double nuts 4 are arranged, the problems that more stressed steel bars at the lower part of the concrete beam 5 are avoided, if the original stressed steel bars are easily touched directly at the beam bottom, the stress performance of the original components is damaged are solved, and the beam bottom embedded part needs to, inconvenient construction and influence on the engineering quality.
To sum up can, the utility model discloses a set up roof beam side steel sheet 1, breast steel sheet 2, to wearing bolt 3, two nuts 4 and concrete beam 5, solved traditional breast embedded steel piece and directly touch original atress reinforcing bar easily at breast embedded steel bar, destroy original component atress performance, the breast embedded steel piece need face up to weld when with the reinforcement welding in addition, the inconvenient problem of construction.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a piece structure is buried to bar planting behind beam-bottom, includes beam-side steel sheet (1) and beam-bottom steel sheet (2), its characterized in that: beam side steel sheet (1) is provided with two, two beam side steel sheet (1) symmetry sets up in the both sides of concrete beam (5), and two fix on concrete beam (5) through to wearing bolt (3) between beam side steel sheet (1), all screw through two nuts (4) to the both ends of wearing bolt (3), beam bottom steel sheet (2) set up on the bottom surface of concrete beam (5), fixed connection between beam bottom steel sheet (2) and beam side steel sheet (1).
2. The embedded part structure of the embedded bar at the back of the beam bottom according to claim 1, characterized in that: the pair of bolts (3) is provided with six, six the pair of bolts (3) is evenly arranged between the two beam side steel plates (1) in a lattice shape.
3. The embedded part structure of the embedded bar at the back of the beam bottom according to claim 1, characterized in that: the height of the beam side steel plate (1) is equal to that of the beam bottom steel plate (2).
4. The embedded part structure of the embedded bar at the back of the beam bottom according to claim 1, characterized in that: and the fixed connection mode between the beam side steel plate (1) and the beam bottom steel plate (2) is fillet welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921400867.0U CN210597650U (en) | 2019-08-26 | 2019-08-26 | Beam bottom rear embedded bar embedded part structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921400867.0U CN210597650U (en) | 2019-08-26 | 2019-08-26 | Beam bottom rear embedded bar embedded part structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210597650U true CN210597650U (en) | 2020-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921400867.0U Active CN210597650U (en) | 2019-08-26 | 2019-08-26 | Beam bottom rear embedded bar embedded part structure |
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| CN (1) | CN210597650U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114396071A (en) * | 2022-01-14 | 2022-04-26 | 中铁二院工程集团有限责任公司 | Soil retaining assembly and connecting and bar planting anchoring method thereof |
-
2019
- 2019-08-26 CN CN201921400867.0U patent/CN210597650U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114396071A (en) * | 2022-01-14 | 2022-04-26 | 中铁二院工程集团有限责任公司 | Soil retaining assembly and connecting and bar planting anchoring method thereof |
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