CN212453067U - Divergent beam column joint area reinforcement structure - Google Patents
Divergent beam column joint area reinforcement structure Download PDFInfo
- Publication number
- CN212453067U CN212453067U CN202020503996.9U CN202020503996U CN212453067U CN 212453067 U CN212453067 U CN 212453067U CN 202020503996 U CN202020503996 U CN 202020503996U CN 212453067 U CN212453067 U CN 212453067U
- Authority
- CN
- China
- Prior art keywords
- wire rope
- hole
- column
- beam column
- reinforcement structure
- 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
Images
Abstract
The utility model discloses a formula of dispersing beam column nodal point district reinforcement structure, including prefabricated crossbeam post, the reinforcing bar assembly groove has been seted up to the right-hand member of prefabricated crossbeam post, the inside in reinforcing bar assembly groove is equipped with the reinforcing bar, vertically seted up the through-hole on the reinforcing bar, the internal thread hole has been seted up on the left side wall of reinforcing bar, internal thread hole female connection has first screw, be equipped with spacing base plate on the preceding lateral wall of prefabricated crossbeam post. This formula of dispersing beam column node district reinforcement structure, run through the inside at the through-hole from top to bottom through first wire rope, run through the inside at the through-hole from lower to upper with the second wire rope again, and make the mutual ligature of tip of first wire rope and second wire rope be connected, reach beam column node district reinforcement's effect, rotatory first screw again this moment, make its tip when extending to in the through-hole, reach the effect of the first wire rope of pressfitting and second wire rope, effectually prevent droing after the ligature, improve reinforcement's fastness.
Description
Technical Field
The utility model belongs to the technical field of the building, concretely relates to formula beam column nodal point district reinforcement structure disperses.
Background
At present, the construction of the conventional concrete fabricated building is to transport the beam, column and wall components prefabricated in the factory to the site for assembly, however, in order to reduce the transportation cost and the hoisting difficulty, the beam prefabricated components are often made of the superposed beams, the upper reinforcing steel bars need to be arranged at the rear part and supported with the beam column joint part together for concrete pouring, a large amount of manpower and material resources are needed to be invested in a large amount of concrete wet operation, in addition, the construction of the beam column joint of the divergent building is difficult, the quality of node steel bar binding and configuration performed on site is difficult to ensure, and the steel bar in the traditional divergent beam column node area generally has no anti-drop effect in the binding process, and the general fastness of ligature of single wire rope is relatively poor moreover, consequently, in order to improve the not enough of above-mentioned problem, need a formula of dispersing beam column nodal point district reinforcement structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a formula beam column nodal point district reinforcement structure disperses to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a divergent beam-column joint area steel bar binding structure comprises a prefabricated beam column, wherein the right end of the prefabricated beam column is provided with a steel bar assembling groove, the reinforcing steel bar is arranged in the reinforcing steel bar assembling groove, a through hole is longitudinally arranged on the reinforcing steel bar, an internal thread hole is arranged on the left side wall of the reinforcing steel bar, the internal thread hole is internally threaded with a first screw, the front side wall of the prefabricated beam column is provided with a limit substrate, two assembling plates are symmetrically welded on one side of the outer wall of the limiting base plate, second screws penetrate through the assembling plates, and the second screw is connected in the prefabricated beam column in a threaded manner, a reinforcing steel bar locking hole is formed in the left side wall of the limiting base plate, an upper positioning column is welded on the front side wall of the limiting base plate, and a first steel wire rope is fixedly connected to the upper positioning column, a lower positioning column is welded to the front side wall of the limiting substrate, and a second steel wire rope is fixedly connected to the lower positioning column.
Preferably, the inner wall left side of reinforcing bar assembly groove is connected with the left side laminating of reinforcing bar, and the right side laminating of reinforcing bar is connected downtheholely at reinforcing bar locking.
This arrangement serves to improve the stability of the reinforcing bar when pre-set.
Preferably, the first steel wire rope penetrates through the through hole from top to bottom, the second steel wire rope penetrates through the through hole from bottom to top, and the ends of the first steel wire rope and the second steel wire rope are bound and connected with each other.
This setting is used for conveniently utilizing first screw, reaches the effect of pressfitting first wire rope and second wire rope.
Preferably, the internal thread hole is communicated with the inside of the through hole, the first screw extends into the through hole, and the end part of the first screw is pressed on the first steel wire rope and the second steel wire rope.
Preferably, the distance between the two assembling plates is equal to the height of the prefabricated beam column.
This setting is used for improving spacing base plate and prefabricated beam column assembly's stability.
Preferably, the upper positioning column and the lower positioning column are vertically arranged.
The utility model discloses a technological effect and advantage: the divergent beam-column joint area steel bar binding structure,
1. the limiting base plate is placed on the front side of the prefabricated beam column, the assembling plates on the two sides are clamped on the upper side and the lower side of the prefabricated beam column, the limiting base plate is pushed to the left side, the reinforcing steel bar locking hole is clamped with the reinforcing steel bar, and the second screw threads are rotated on the upper side and the lower side of the prefabricated beam column, so that the effect that the limiting base plate pre-fixes the reinforcing steel bar is achieved;
2. run through the inside at the through-hole from top to bottom through first wire rope, run through the inside at the through-hole with second wire rope by supreme down again to make the mutual ligature of tip of first wire rope and second wire rope be connected, reach beam column node district reinforcement's effect, rotatory first screw again makes its tip in extending to the through-hole, reach the effect of the first wire rope of pressfitting and second wire rope, effectual droing after preventing the ligature, improve reinforcement's fastness.
Drawings
FIG. 1 is a sectional view of the structure of the present invention;
FIG. 2 is a perspective view of the limiting base plate of the present invention;
fig. 3 is a schematic connection diagram of the present invention.
In the figure: 1. prefabricating a beam column; 2. a reinforcing steel bar assembling groove; 3. reinforcing steel bars; 4. a through hole; 5. an internally threaded bore; 6. a first screw; 7. a limiting substrate; 8. assembling a plate; 9. a second screw; 10. a reinforcing steel bar locking hole; 11. an upper positioning column; 12. a first wire rope; 13. a lower positioning column; 14. a second wire rope.
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.
The utility model provides a divergent beam column node area reinforcement structure as shown in figures 1-3, which comprises a prefabricated beam column 1, a reinforcement assembly groove 2 is arranged at the right end of the prefabricated beam column 1, a reinforcement 3 is arranged in the reinforcement assembly groove 2, specifically, the left side of the inner wall of the reinforcement assembly groove 2 is connected with the left side of the reinforcement 3 in a fitting manner, the right side of the reinforcement 3 is connected in a reinforcement locking hole 10 in a fitting manner, a through hole 4 is longitudinally arranged on the reinforcement 3, specifically, the internal thread hole 5 is communicated with the inside of the through hole 4, the first screw 6 extends into the through hole 4, the end parts of the first screw are pressed on a first steel wire rope 12 and a second steel wire rope 14, an internal thread hole 5 is arranged on the left side wall of the reinforcement 3, the internal thread hole 5 is connected with the first screw 6 in a screw manner, a limit substrate 7 is arranged on the front side wall of the prefabricated beam column 1, two assembling plates 8 are symmetrically welded on one side of the outer wall of the limiting base plate 7, specifically, the distance between the two assembling plates 8 is equal to the height of the prefabricated beam column 1, second screws 9 penetrate through the assembling plates 8, the second screws 9 are in threaded connection with the prefabricated beam column 1, reinforcing steel bar locking holes 10 are formed in the left side wall of the limiting base plate 7, the limiting base plate 7 is placed on the front side of the prefabricated beam column 1, the assembling plates 8 on the two sides are clamped on the upper side and the lower side of the prefabricated beam column 1, the limiting base plate 7 is pushed to the left side, the reinforcing steel bar locking holes 10 are clamped with the reinforcing steel bars 3, the second screws 9 are rotated on the upper side and the lower side of the prefabricated beam column 1 in a threaded mode, and the effect that the limiting base plate 7 pre-fixes the reinforcing steel bars 3 is achieved;
the front side wall of the limiting base plate 7 is welded with an upper positioning column 11, the upper positioning column 11 is fixedly connected with a first steel wire rope 12, the front side wall of the limiting base plate 7 is further welded with a lower positioning column 13, the lower positioning column 13 is fixedly connected with a second steel wire rope 14, specifically, the first steel wire rope 12 penetrates through the through hole 4 from top to bottom, the second steel wire rope 14 penetrates through the through hole 4 from bottom to top, the end parts of the first steel wire rope 12 and the second steel wire rope 14 are bound and connected with each other, specifically, the upper positioning column 11 and the lower positioning column 13 are vertically arranged, the first steel wire rope 12 penetrates through the through hole 4 from top to bottom, the second steel wire rope 14 penetrates through the through hole 4 from bottom to top, the end parts of the first steel wire rope 12 and the second steel wire rope 14 are bound and connected with each other, and the effect of binding the beam column node area is achieved, at this moment, the first screw 6 is rotated again, so that the end part of the first screw extends into the through hole 4, the effect of pressing the first steel wire rope 12 and the second steel wire rope 14 is achieved, the falling of the bound steel wires is effectively prevented, and the firmness of steel bar binding is improved.
When the divergent beam-column joint area reinforcement structure is used, the limiting base plate 7 is placed on the front side of the prefabricated beam column 1, the assembling plates 8 on the two sides are clamped on the upper side and the lower side of the prefabricated beam column 1, the limiting base plate 7 is pushed to the left side, the reinforcement locking hole 10 is clamped with the reinforcement 3, and the second screw 9 is screwed on the upper side and the lower side of the prefabricated beam column 1, so that the effect that the limiting base plate 7 pre-fixes the reinforcement 3 is achieved; run through the inside at through-hole 4 from top to bottom through first wire rope 12, again with second wire rope 14 by the inside of supreme running through at through-hole 4 down, and make the mutual ligature of tip of first wire rope 12 and second wire rope 14 be connected, reach the effect of beam column node district reinforcement, rotatory first screw 6 again this moment, when making its tip extend to in the through-hole 4, reach the effect of the first wire rope 12 of pressfitting and second wire rope 14, effectually prevent droing after the ligature, improve reinforcement's fastness.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (6)
1. The utility model provides a formula beam column nodal point district reinforcement structure diverges, includes prefabricated crossbeam post (1), its characterized in that: the steel bar assembling groove (2) is formed in the right end of the prefabricated beam column (1), steel bars (3) are arranged inside the steel bar assembling groove (2), through holes (4) are longitudinally formed in the steel bars (3), an internal thread hole (5) is formed in the left side wall of each steel bar (3), first screws (6) are connected with the internal thread holes (5) in an internal thread mode, a limiting base plate (7) is arranged on the front side wall of the prefabricated beam column (1), two assembling plates (8) are symmetrically welded on one side of the outer wall of each limiting base plate (7), second screws (9) penetrate through the assembling plates (8), the second screws (9) are connected into the prefabricated beam column (1) in a threaded mode, steel bar locking holes (10) are formed in the left side wall of the limiting base plate (7), and positioning columns (11) are welded on the front side walls of the limiting base plate (7), and a first steel wire rope (12) is fixedly connected to the upper positioning column (11), a lower positioning column (13) is welded to the front side wall of the limiting base plate (7), and a second steel wire rope (14) is fixedly connected to the lower positioning column (13).
2. The divergent beam-column joint area reinforcement structure of claim 1, wherein: the inner wall left side of reinforcing bar assembly groove (2) is connected with the left side laminating of reinforcing bar (3), and the right side laminating of reinforcing bar (3) is connected in reinforcing bar locking hole (10).
3. The divergent beam-column joint area reinforcement structure of claim 1, wherein: first wire rope (12) from top to bottom run through the inside at through-hole (4), second wire rope (14) from bottom to top run through the inside at through-hole (4), the mutual ligature connection of tip of first wire rope (12) and second wire rope (14).
4. The divergent beam-column joint area reinforcement structure of claim 1, wherein: the inner threaded hole (5) is communicated with the inside of the through hole (4), the first screw (6) extends into the through hole (4), and the end part of the first screw is pressed on the first steel wire rope (12) and the second steel wire rope (14).
5. The divergent beam-column joint area reinforcement structure of claim 1, wherein: the distance between the two assembling plates (8) is equal to the height of the prefabricated beam column (1).
6. The divergent beam-column joint area reinforcement structure of claim 1, wherein: the upper positioning column (11) and the lower positioning column (13) are vertically arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020503996.9U CN212453067U (en) | 2020-04-09 | 2020-04-09 | Divergent beam column joint area reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020503996.9U CN212453067U (en) | 2020-04-09 | 2020-04-09 | Divergent beam column joint area reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212453067U true CN212453067U (en) | 2021-02-02 |
Family
ID=74472190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020503996.9U Active CN212453067U (en) | 2020-04-09 | 2020-04-09 | Divergent beam column joint area reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212453067U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114517550A (en) * | 2022-01-30 | 2022-05-20 | 中冶(上海)钢结构科技有限公司 | Steel structure joint for cable penetrating through steel beam and construction method thereof |
-
2020
- 2020-04-09 CN CN202020503996.9U patent/CN212453067U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114517550A (en) * | 2022-01-30 | 2022-05-20 | 中冶(上海)钢结构科技有限公司 | Steel structure joint for cable penetrating through steel beam and construction method thereof |
| CN114517550B (en) * | 2022-01-30 | 2024-04-05 | 中冶(上海)钢结构科技有限公司 | Steel structure node when cable passes through steel beam and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208396036U (en) | A kind of connecting node of profile steel concrete column and reinforced beam | |
| CN109339292A (en) | A kind of shaped steel combination double steel plate combined concrete shear wall | |
| CN108951886A (en) | A kind of prefabricated assembled concrete shock-resistant node | |
| CN208918018U (en) | A kind of prefabricated assembled concrete shock-resistant node | |
| CN110056092A (en) | Bolt plug-in type precast shear wall and superimposed sheet connecting structure and construction method up and down | |
| CN212453067U (en) | Divergent beam column joint area reinforcement structure | |
| CN110258511A (en) | The construction method of steel reinforcement cage unit, system and construction method and diaphram wall | |
| CN107130734B (en) | Corrugated plate dst Horizontal H-shaped structure beam and its construction method | |
| CN209353708U (en) | Upper anti-bank template reinforcing device | |
| CN208815673U (en) | The connecting joint structure of square steel tube concrete column and reinforced beam | |
| CN206495329U (en) | Adjustable accurately foot bolt reinforces mould and hardened system | |
| CN205530819U (en) | Steel frame structure of embedded precast concrete shear force wall bending resistance simultaneously | |
| CN211257292U (en) | T-shaped corner joint of assembled wall | |
| CN210976326U (en) | Steel-wood roof truss lower chord node | |
| CN210049428U (en) | Sandwich heat-insulating steel concrete composite pipe structure | |
| CN211200694U (en) | Prefabricated assembled plate type balcony | |
| CN206829492U (en) | A kind of Multi-cavity steel tubing string | |
| CN206418792U (en) | A kind of steel bonding constructional column | |
| CN214784826U (en) | Post-construction sandwich concrete column steel beam connecting joint | |
| CN211848865U (en) | Lacing wire connection structure of integral grouting sleeve and hollow assembled pier stud | |
| CN209523384U (en) | Beam for assembled architecture | |
| CN205558033U (en) | Space truss roof beam | |
| CN220014207U (en) | Assembled steel frame concrete composite beam | |
| CN208280304U (en) | Assembly concrete primary-secondary beam connection structure | |
| CN218346440U (en) | Connection structure of two steel sheet shear force walls in outside |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |