CN218375502U - Confined space reinforcement engineering beam column node adds armpit structure - Google Patents
Confined space reinforcement engineering beam column node adds armpit structure Download PDFInfo
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- CN218375502U CN218375502U CN202222275790.7U CN202222275790U CN218375502U CN 218375502 U CN218375502 U CN 218375502U CN 202222275790 U CN202222275790 U CN 202222275790U CN 218375502 U CN218375502 U CN 218375502U
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Abstract
The utility model relates to a beam column node reinforcement technical field specifically is a restricted space reinforcement engineering beam column node haunches structure, including the frame post, the outer wall of frame post is provided with shaped steel hoop, the both sides of frame post are provided with roof beam atress band steel, be connected with many sticky type crab-bolts and many chemical crab-bolts between frame post and the shaped steel hoop, install the hoop board on the roof beam atress band steel and strengthen the batten board, the utility model discloses a change traditional waiting for oblique steel sheet into triangle-shaped stiffening rib to set up sticky type crab-bolt and chemical crab-bolt near, can with guarantee the curtain molding, can guarantee on-the-spot reinforcement engineering construction again, still do not have the work procedure simultaneously and intersect, promoted the work efficiency of job site.
Description
Technical Field
The utility model relates to a beam column node consolidates technical field, specifically is a restricted space consolidates engineering beam column node and adds armpit structure.
Background
Similar to the tradition concrete beam haunches, in the structural reinforcement engineering, the equal generation flat steel, the beam top stressed flat steel, the column steel hoop welding and other two modes are used for ensuring the force transmission.
In the strengthening process of boundary beam and side column, still construct according to general mode, can occupy the great space of curtain construction (the flat steel unilateral of the same generation can occupy about 500 mm) for the curtain can't form unsmooth molding near the frame post, seriously influences whole pleasing to the eye effect.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a limited space reinforcement engineering beam column node adds armpit structure to solve the problem that proposes in the above-mentioned background art.
The technical scheme of the utility model is that: the utility model provides a limited space reinforcement engineering beam column node adds armpit structure, includes the frame post, the outer wall of frame post is provided with shaped steel hoop, the both sides of frame post are provided with roof beam atress band steel, be connected with many sticky type crab-bolts and many chemical crab-bolts between frame post and the shaped steel hoop, install on the roof beam atress band steel and hoop the board and strengthen the batten plate.
Preferably, a steel plate is arranged on the beam top stress flat steel, and a triangular reinforcing rib is arranged on the steel plate.
Preferably, a triangular steel plate is welded on the hoop plate.
Preferably, the beam top stress flat steel and the outer wall of the section steel hoop are fixedly provided with the equal-generation inclined flat steel.
Preferably, the outer wall of the steel plate is provided with a beam top pasting steel plate.
The utility model discloses an improve and provide a limited space reinforcement engineering beam column node and add armpit structure here, compare with prior art, have following improvement and advantage:
the utility model discloses a with traditional waiting for oblique steel sheet change for triangle-shaped stiffening rib to set up sticky type crab-bolt and chemical crab-bolt near, can with guarantee the curtain molding, can guarantee again that on-the-spot reinforcement engineering is under construction, still do not have the work procedure simultaneously and intersect, promoted job site's work efficiency.
Drawings
The invention is further explained below with reference to the drawings and examples:
fig. 1 is a schematic view of the manufacturing method of the peripheral edge column frame beam steel-clad joint of the present invention;
fig. 2 isbase:Sub>A cross-sectional view atbase:Sub>A-base:Sub>A in fig. 1.
Description of reference numerals:
1. beam top stressed flat steel; 2. triangular reinforcing ribs; 3. an adhesive anchor bolt; 4. a triangular steel plate; 5. a hoop plate; 6. reinforcing batten plates; 7. equal-generation inclined flat steel; 8. a steel hoop; 9. a steel plate; 10. a frame column; 11. a chemical anchor bolt; 12. and a steel plate is adhered to the top of the beam.
Detailed Description
The present invention will be described in detail below, and it is apparent that the technical solutions in the embodiments of the present invention are described clearly and completely. 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.
The utility model discloses an improve and provide a limited space reinforcement engineering beam column node and add armpit structure here, the technical scheme of the utility model is:
as shown in fig. 1-2, a beam column node haunching structure for confined space reinforcement engineering comprises a frame column 10, wherein a section steel hoop 8 is arranged on the outer wall of the frame column 10, beam top stress flat steel 1 is arranged on two sides of the frame column 10, a plurality of adhesive anchor bolts 3 and a plurality of chemical anchor bolts 11 are connected between the frame column 10 and the section steel hoop 8, and a hoop plate 5 and a reinforcing batten plate 6 are arranged on the beam top stress flat steel 1.
Furthermore, a steel plate 9 is arranged on the beam top stress flat steel 1, a triangular reinforcing rib 2 is arranged on the steel plate 9, and the triangular reinforcing rib 2 is in double-face welding with the steel plate 9 and the steel hoop 8.
Further, a triangular steel plate 4 is welded to the hoop plate 5.
Furthermore, the outer walls of the beam top stress flat steel 1 and the section steel hoop 8 are fixedly provided with the equal-generation inclined flat steel 7, and the equal-generation inclined flat steel 7 is strongly welded with the section steel hoop 8 and the groove of the beam top stress flat steel 1.
Further, the outer wall of the steel plate 9 is provided with a beam top pasting steel plate 12.
In the drawing, the a directional building inner side and the b directional building outer side replace the traditional equal-generation inclined steel plate to be replaced by the triangular reinforcing rib 2, and the adhesive anchor bolt 3 and the chemical anchor bolt 11 are arranged nearby, so that the curtain wall modeling and the site reinforcement engineering construction can be guaranteed, meanwhile, the construction process intersection does not exist, and the working efficiency of a construction site is improved.
The previous description is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (5)
1. The utility model provides a restricted space reinforcement engineering beam column node adds armpit structure, includes frame post (10), the outer wall of frame post (10) is provided with shaped steel hoop (8), its characterized in that: the both sides of frame post (10) are provided with roof beam atress band steel (1), be connected with many sticky type crab-bolts (3) and many chemical crab-bolts (11) between frame post (10) and shaped steel hoop (8), install hoop board (5) and strengthen batten plate (6) on roof beam atress band steel (1).
2. The confined space reinforcement engineering beam column node haunch structure of claim 1, wherein: the beam top stress flat steel (1) is provided with a steel plate (9), and the steel plate (9) is provided with a triangular reinforcing rib (2).
3. The confined space reinforcement engineering beam column node haunch structure of claim 1, wherein: and the hoop plate (5) is welded with a triangular steel plate (4).
4. The confined space reinforcement engineering beam column node haunch structure of claim 1, wherein: the beam top stressed flat steel (1) and the outer wall of the section steel hoop (8) are fixedly provided with the equal generation inclined flat steel (7).
5. The confined space reinforcement engineering beam column node haunch structure of claim 2, wherein: and a beam top pasting steel plate (12) is arranged on the outer wall of the steel plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222275790.7U CN218375502U (en) | 2022-08-29 | 2022-08-29 | Confined space reinforcement engineering beam column node adds armpit structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222275790.7U CN218375502U (en) | 2022-08-29 | 2022-08-29 | Confined space reinforcement engineering beam column node adds armpit structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218375502U true CN218375502U (en) | 2023-01-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222275790.7U Active CN218375502U (en) | 2022-08-29 | 2022-08-29 | Confined space reinforcement engineering beam column node adds armpit structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218375502U (en) |
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2022
- 2022-08-29 CN CN202222275790.7U patent/CN218375502U/en active Active
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