CN219621955U - Steel bar penetrating structure without penetrating through section steel - Google Patents
Steel bar penetrating structure without penetrating through section steel Download PDFInfo
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- CN219621955U CN219621955U CN202222546496.5U CN202222546496U CN219621955U CN 219621955 U CN219621955 U CN 219621955U CN 202222546496 U CN202222546496 U CN 202222546496U CN 219621955 U CN219621955 U CN 219621955U
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Abstract
The utility model discloses a steel bar penetrating structure without penetrating through section steel, which comprises a column main body and a beam main body arranged on the column main body; the column main body comprises a first section steel and a second section steel which are arranged in a crossing manner, and column longitudinal ribs which are perpendicular to the beam main body, wherein flanges are arranged at two ends of the first section steel and the second section steel, steel corbels are arranged on the flanges, and the column longitudinal ribs are connected with the steel corbels through connectors; the beam main body comprises a beam longitudinal rib I and a beam longitudinal rib II which are arranged on the column main body in a crossing way, and hoops which are respectively arranged on the beam longitudinal rib I and the beam longitudinal rib II, wherein the beam longitudinal rib I and the beam longitudinal rib II comprise a first longitudinal rib and a second longitudinal rib, the first longitudinal rib is connected with a steel bracket through a connector, and a bent anchor is arranged at the end part of the second longitudinal rib which is close to the section steel I and the section steel II, so that when the steel bar in the beam or the column needs to pass through the crossing point of the beam or the column, but is difficult to pass through or pass through the cross point, the penetrating rib structure can be used, and the construction effect and the requirements can be achieved.
Description
Technical Field
The utility model belongs to the field of building steel structure erection, and particularly relates to a steel bar penetrating structure without penetrating through section steel.
Background
In the construction process of super high-rise buildings, the section steel concrete structure has very wide application, and has the advantages of better strength and rigidity, larger use area, flexible planar arrangement, comfort, beautiful appearance and the like compared with the common reinforced concrete structure; the cross-shaped steel column node is a key for controlling engineering quality, when the steel bar passes through the steel beam, the node is complicated and difficult to pass through the steel bar, the construction is not facilitated, and particularly the problem that the steel bar is difficult to pass through the steel beam or difficult to pass through the cross beam in actual construction exists.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model aims to provide a steel bar penetrating structure which does not penetrate through steel bars, by arranging crisscross beams and columns, a first beam longitudinal bar is connected with bracket webs on the columns through connectors, a second beam longitudinal bar is vertically upwards or downwards bent near the columns to be anchored 15d, and the column longitudinal bar is connected on bracket flanges through connectors, so that when the steel bars in the beams or columns need to penetrate through crossing points, but are difficult to penetrate through or penetrate through, the penetrating structure can be used, and the construction effect and requirements can be achieved.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a reinforcing bar of non-penetration shaped steel wears muscle structure which characterized in that: comprises a column body and a beam body arranged on the column body;
the column main body comprises a first section steel and a second section steel which are arranged in a crossing manner, and column longitudinal ribs which are perpendicular to the beam main body, wherein flanges are arranged at two ends of the first section steel and the second section steel, steel corbels are arranged on the flanges, and the column longitudinal ribs are connected with the steel corbels through connectors;
the beam main body comprises a beam longitudinal rib I and a beam longitudinal rib II which are arranged on the column main body in a crossing manner, and hooping ribs which are respectively arranged on the beam longitudinal rib I and the beam longitudinal rib II, wherein the beam longitudinal rib I and the beam longitudinal rib II comprise a first longitudinal rib and a second longitudinal rib, the first longitudinal rib is connected with a steel bracket through a connector, and a bent anchor is arranged at the end part of the second longitudinal rib which is close to the section steel I and the section steel II.
Preferably, the steel bracket comprises a bracket web and bracket flanges arranged on two sides of the bracket web.
Preferably, the beam longitudinal ribs are connected with the bracket web plates through connectors, and the column longitudinal ribs are connected with the bracket flanges through connectors.
Preferably, the connector is of a cylindrical structure with upper and lower openings, the inner wall of the connector is provided with internal threads which are matched with the beam longitudinal rib I, the beam longitudinal rib II and the column longitudinal rib respectively, vertical grooves are formed in two sides of the upper opening of the connector, and connecting sheets are hinged to the upper ports of the grooves.
Preferably, the connecting sheet is of an arc structure, and the inner cambered surface of the connecting sheet is provided with inner threads which are matched with the beam longitudinal rib I, the beam longitudinal rib I and the column longitudinal rib respectively.
Preferably, the bending direction of the bent anchor is set up or down, and the bent anchor is 15d.
The beneficial effects of the utility model are as follows: the utility model discloses a steel bar penetrating structure of non-penetrating section steel. The first beam longitudinal rib is connected with a bracket web plate on the column through a connector by arranging the crisscrossed beams and columns, the second beam longitudinal rib is vertically upwards or downwards bent near the column to form an anchor 15d, and the column longitudinal rib is connected with the bracket flange through the connector; the column longitudinal bars, the first beam longitudinal bars and the second beam longitudinal bars do not penetrate through the cross-shaped steel, so that when the steel bars in the beam or column need to penetrate through the crossing points, but are difficult to penetrate or penetrate through, the steel bar penetrating structure can be used, the construction effect and the requirements can be achieved, the collision between the steel bars and the steel beams can be reduced relatively due to the steel bar penetrating structure, the operation is simple, good economic benefits are achieved, and the steel bar penetrating structure is wider in use.
Drawings
FIG. 1 is a perspective view of a column body of the present utility model;
FIG. 2 is a schematic view of the beam penetrating rib structure of the present utility model;
FIG. 3 is a perspective view of a column penetrating rib structure of the present utility model;
FIG. 4 is a perspective view of the structure of the column bracket of the present utility model;
FIG. 5 is a perspective view of a connector according to the present utility model;
FIG. 6 is a schematic view of a connector according to the present utility model;
FIG. 7 is a perspective view of a beam stirrup of the present utility model;
FIG. 8 is a schematic view of a beam stirrup structure in accordance with the present utility model;
wherein: 1. a column body; 101. profile steel wings; 102. section steel II; 103. column longitudinal ribs; 104. a flange; 2. a beam body; 201. a beam longitudinal rib I; 202. a beam longitudinal rib II; 203. stirrups; 204. a first longitudinal rib; 205. a second longitudinal rib; 3. steel corbels; 301. bracket webs; 302. bracket flanges; 4. a connector; 401. a groove; 402. and a connecting sheet.
Detailed Description
In order to enable those skilled in the art to better understand the technical solution of the present utility model, the technical solution of the present utility model is further described below with reference to the accompanying drawings and examples.
Examples
Referring to fig. 1 to 8, there is provided a bar penetrating structure of non-penetrating steel bar, comprising a column body 1 and a beam body 2 disposed on the column body 1 in a crisscross manner; the beam main body 2 comprises a beam longitudinal rib I201 and a beam longitudinal rib II 202 which are arranged in a crisscross manner, stirrups 203 arranged on the beam longitudinal rib I and the beam longitudinal rib II, and the beam longitudinal rib I201 and the beam longitudinal rib II 202 comprise a first longitudinal rib 204 and a second longitudinal rib 205; the column main body 1 comprises a first steel section 101, a second steel section 102 which are arranged in a crisscross manner, and column longitudinal ribs 103 which are matched with the steel sections, wherein the column longitudinal ribs 103 are arranged vertically to the beam main body 2, flanges 104 are arranged at two ends of the first steel section 101 and the second steel section 102, steel corbels 3 are welded on the flanges 104, each steel corbel 3 comprises a corbel web 301 and corbel flanges 302 arranged at two sides of the corbel web 301, and stiffening plates (105) are further arranged in crisscross areas of the first steel section 101 and the second steel section 102;
the first longitudinal ribs 204 are respectively connected with bracket webs 301 at the left and right, front and rear ends of the column main body 1 through connectors 4, and the second longitudinal ribs 205 are vertically bent upwards or downwards to form anchors 15d (d is the diameter of the second longitudinal ribs 205) at the positions close to the edges of the first section steel 101 and the second section steel 102; the column longitudinal ribs 103 are connected with bracket flanges 302 through connectors 4;
the connector 4 is of a cylindrical structure with upper and lower openings, the inner wall of the connector 4 is provided with internal threads matched with the first beam longitudinal rib 201, the second beam longitudinal rib 202 and the column longitudinal rib 103, vertical grooves 401 are formed in two sides of the upper opening of the connector 4, connecting pieces 402 are hinged to the upper ports of the grooves 401, the connecting pieces 402 are arranged in an arc shape, the inner cambered surfaces of the connecting pieces 402 are provided with internal threads matched with the first beam longitudinal rib 201, the second beam longitudinal rib 202 and the column longitudinal rib 103, when the longitudinal ribs enter the connector 4, the connecting pieces 402 are close to the longitudinal ribs, when the longitudinal ribs enter the connector 4 completely, the connector 4 just wraps the longitudinal ribs, parts of the connecting pieces 402 extending into the connector 4 are just clamped into the grooves 401, the connecting pieces 402 are just connected with the inner wall of the connector 4 in a butt joint mode, and the connecting pieces 402 are flush with the inner wall of the connector 4.
The structure of the column main body 1 is composed of an H-shaped steel and two T-shaped steels, firstly, the production of the H-shaped steel is finished, then the two T-shaped steels are assembled, the welding of the flanges is finished, after cooling to normal temperature, the two T-shaped steels and the H-shaped steels are assembled to form the column main body 1, the welding of the cross position of the column main body 1 adopts gas shielded welding for bottoming, submerged arc welding covers, all materials of the structure are preferably steel, the steel is Q345B, the welding rod type is E50X welding rod, and the diameter (mm) phi is 3.2-4.0 mm; the butt joint of the H-shaped steel and the two T-shaped steel adopts two methods of high-strength bolts and field welding, and the intersection and corner cutting positions of the stiffening plate and other welding seams are filled by gas shielded welding.
When in actual use, steel corbels are welded on flanges of the first steel section and the second steel section, connectors are welded on the corbel flanges of the steel corbels and the corbel web respectively, first longitudinal ribs penetrate into the connectors on the corbel web of the first steel section from the left side and the right side, second longitudinal ribs penetrate into the connectors on the corbel web of the second steel section from the front side and the back side, and column longitudinal ribs are connected onto the corbel flanges from bottom to top through the connectors, so that the rib penetrating step is completed.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (5)
1. The utility model provides a reinforcing bar of non-penetration shaped steel wears muscle structure which characterized in that: comprises a column main body (1), and a beam main body (2) arranged on the column main body (1);
the column main body (1) comprises a first section steel (101) and a second section steel (102) which are arranged in a crossing manner, and column longitudinal ribs (103) which are perpendicular to the beam main body (2), wherein flanges (104) are arranged at two ends of the first section steel (101) and the second section steel (102), steel corbels (3) are arranged on the flanges (104), and the column longitudinal ribs (103) are connected with the steel corbels (3) through connectors (4);
the beam main body (2) comprises a beam longitudinal rib I (201) and a beam longitudinal rib II (202) which are arranged on the column main body (1) in a crossing way, and stirrups (203) which are respectively arranged on the beam longitudinal rib I (201) and the beam longitudinal rib II (202), wherein the beam longitudinal rib I (201) and the beam longitudinal rib II (202) comprise a first longitudinal rib (204) and a second longitudinal rib (205), the first longitudinal rib (204) is connected with a steel bracket (3) through a connector (4), and bent anchors are arranged at the ends of the second longitudinal ribs (205) which are close to the section steel I (101) and the section steel II (102);
the connector (4) is of a cylindrical structure with upper and lower openings, the inner wall of the connector (4) is provided with internal threads which are matched with the beam longitudinal rib I (201), the beam longitudinal rib II (202) and the column longitudinal rib 103 respectively, vertical grooves (401) are formed in two sides of the upper opening of the connector (4), and connecting sheets (402) are hinged to upper ports of the grooves (401).
2. The reinforcing bar penetrating structure of non-penetrating steel bar according to claim 1, wherein: the steel corbel (3) comprises a corbel web (301) and corbel flanges (302) arranged on two sides of the corbel web (301).
3. A rebar penetration structure for non-intersecting section steel according to claim 2, wherein: the beam longitudinal rib I (201) is connected with the bracket web (301) through the connector (4), and the column longitudinal rib (103) is connected with the bracket flange (302) through the connector (4).
4. The reinforcing bar penetrating structure of non-penetrating steel bar according to claim 1, wherein: the connecting piece (402) is of an arc-shaped structure, and the inner cambered surface of the connecting piece (402) is provided with internal threads which are matched with the beam longitudinal rib I (201), the beam longitudinal rib II (202) and the column longitudinal rib 103 respectively.
5. The reinforcing bar penetrating structure of non-penetrating steel bar according to claim 1, wherein: the bending direction of the bent anchor is upward or downward, and the bent anchor is 15d.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222546496.5U CN219621955U (en) | 2022-09-26 | 2022-09-26 | Steel bar penetrating structure without penetrating through section steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222546496.5U CN219621955U (en) | 2022-09-26 | 2022-09-26 | Steel bar penetrating structure without penetrating through section steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219621955U true CN219621955U (en) | 2023-09-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222546496.5U Active CN219621955U (en) | 2022-09-26 | 2022-09-26 | Steel bar penetrating structure without penetrating through section steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219621955U (en) |
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2022
- 2022-09-26 CN CN202222546496.5U patent/CN219621955U/en active Active
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