阅读说明：本技术 一种h型钢和钢筋的捆扎结构 (H shaped steel and binding up structure of reinforcing bar ) 是由 张怡 苏振华 王自伟 骆建坡 史自卫 苏李渊 王振彪 于 2020-03-11 设计创作，主要内容包括：本发明公开了一种H型钢和钢筋的捆扎结构,包括H型的内环梁和外环梁；内环梁内侧固定有V字形的斜梁；外环梁上固定有悬挑梁；内环梁、外环梁、斜梁和悬挑梁上均成形有若干均匀布置的过筋孔和导筋T形件；内环梁和外环梁腹板的过筋孔穿过有径向钢筋,径向钢筋经过悬挑梁和斜梁两侧导筋T形件；内环梁和外环梁底部和顶部的翼板上经导筋T形件穿过有环形钢筋；沿悬挑梁、斜梁和悬挑梁顶面和底面的长度方向经导筋T形件穿过有外包钢筋。本发明通过内环梁和外环梁形成的主梁与斜梁连接,并且通过三个不同向纵横交叉的钢筋连接成一个整体,并被钢筋形成的筋网包裹形成一个整体,大大提高了连接节点处的承载能力。(The invention discloses a binding structure of H-shaped steel and reinforcing steel bars, which comprises an H-shaped inner ring beam and an H-shaped outer ring beam; a V-shaped oblique beam is fixed on the inner side of the inner ring beam; the outer ring beam is fixed with a cantilever beam; a plurality of rib passing holes and rib guiding T-shaped pieces which are uniformly distributed are formed on the inner ring beam, the outer ring beam, the oblique beam and the cantilever beam; radial reinforcing steel bars penetrate through rib passing holes of webs of the inner ring beam and the outer ring beam, and pass through the cantilever beam and the rib guiding T-shaped parts on two sides of the oblique beam; annular steel bars penetrate through the wing plates at the bottoms and the tops of the inner ring beam and the outer ring beam through the rib guiding T-shaped piece; and the outer wrapping steel bars penetrate through the rib guiding T-shaped pieces along the length directions of the cantilever beam, the inclined beam and the top surface and the bottom surface of the cantilever beam. According to the invention, the main beam formed by the inner ring beam and the outer ring beam is connected with the oblique beam, and is connected into a whole by the three reinforcing steel bars which are crossed in different directions in a longitudinal and transverse mode, and the reinforcing steel bars are wrapped by the reinforcing mesh formed by the reinforcing steel bars to form a whole, so that the bearing capacity of the connecting node is greatly improved.)

1. A strapping structure of H-shaped steel and reinforcing steel bars is characterized by comprising an H-shaped inner ring beam (17) and an outer ring beam (18); a V-shaped oblique beam (20) is fixed on the inner side of the inner ring beam (17); the outer ring beam (18) is fixed with a cantilever beam (14); a plurality of uniformly arranged rib passing holes (21) and rib guiding T-shaped pieces (22) are formed on the inner ring beam (17), the outer ring beam (18), the oblique beam (20) and the cantilever beam (14); radial reinforcing steel bars (23) penetrate through rib passing holes (21) of webs of the inner ring beam (17) and the outer ring beam (18), and the radial reinforcing steel bars (23) pass through rib guiding T-shaped pieces (22) on two sides of the cantilever beam (14) and the oblique beam (20); annular reinforcing steel bars (24) penetrate through the wing plates at the bottoms and the tops of the inner ring beam (17) and the outer ring beam (18) through the rib guiding T-shaped piece (22); and the externally wrapped steel bars (25) penetrate through the reinforcement T-shaped pieces (22) along the length directions of the top surface and the bottom surface of the cantilever beam (14), the inclined beam (20) and the cantilever beam (14).

2. The H-shaped steel and steel bar binding structure according to claim 1, wherein a curtain wall guy cable anchor pipe (15) is fixed on the cantilever beam (14), one end of the curtain wall guy cable (10) is connected to the curtain wall guy cable anchor pipe (15), and the other end of the curtain wall guy cable (10) is connected to the underground stiff concrete structure (12).

3. The H-beam and rebar tying structure according to claim 2, wherein the curtain wall guy cable (10) is fixed with an S-shaped keel (13) for installing a curtain wall plate.

Technical Field

The invention belongs to the field of buildings, and particularly relates to a binding structure of H-shaped steel and reinforcing steel bars.

Background

The top of a building is generally provided with a main beam and a secondary beam, but in the existing structure, the connection of the connection node of the main beam and the secondary beam is not tight enough, and particularly in a large building, the condition of deformation and even fracture easily occurs due to large bearing capacity, so that the building structure is unstable.

Disclosure of Invention

In order to solve the problems, the invention provides a binding structure of H-shaped steel and reinforcing steel bars. According to the invention, the main beam formed by the inner ring beam and the outer ring beam is connected with the oblique beam, and is connected into a whole by the three reinforcing steel bars which are crossed in different directions in a longitudinal and transverse mode, and the reinforcing steel bars are wrapped by the reinforcing mesh formed by the reinforcing steel bars to form a whole, so that the bearing capacity of the connecting node is greatly improved.

In order to achieve the technical effects, the technical scheme of the invention is as follows:

a binding structure of H-shaped steel and reinforcing steel bars comprises an H-shaped inner ring beam and an H-shaped outer ring beam; a V-shaped oblique beam is fixed on the inner side of the inner ring beam; the outer ring beam is fixed with a cantilever beam; a plurality of rib passing holes and rib guiding T-shaped pieces which are uniformly distributed are formed on the inner ring beam, the outer ring beam, the oblique beam and the cantilever beam; radial reinforcing steel bars penetrate through rib passing holes of webs of the inner ring beam and the outer ring beam, and pass through the cantilever beam and the rib guiding T-shaped parts on two sides of the oblique beam; annular steel bars penetrate through the wing plates at the bottoms and the tops of the inner ring beam and the outer ring beam through the rib guiding T-shaped piece; and the outer wrapping steel bars penetrate through the rib guiding T-shaped pieces along the length directions of the cantilever beam, the inclined beam and the top surface and the bottom surface of the cantilever beam.

The curtain wall inhaul cable anchor pipe is fixed on the cantilever beam and connected with one end of a curtain wall inhaul cable, and the other end of the curtain wall inhaul cable is connected with an underground stiff concrete structure.

In a further improvement, an S-shaped keel for installing a curtain wall plate is fixed on the curtain wall inhaul cable.

Drawings

FIG. 1 is a schematic top view of an inclined steel column;

FIG. 2 is a schematic view of the lower structure of an inclined steel column;

FIG. 3 is a schematic top view of the column shoe bottom plate;

FIG. 4 is a schematic view of the overall structure;

FIG. 5 is a schematic structural view of a cantilever beam;

fig. 6 is a schematic view of a reinforcing bar coupling structure of the ring truss.

Detailed Description

The technical solution of the present invention will be described in detail below with reference to the accompanying drawings.