CN211313083U

CN211313083U - Frame column

Info

Publication number: CN211313083U
Application number: CN201921848400.2U
Authority: CN
Inventors: 陈喜; 赵志国; 唐志军; 国爱文; 宋欣; 王培然; 韩晗; 庄化州
Original assignee: Shandong Huifu Construction Group Construction Industry Co ltd
Current assignee: Shandong Huifu Construction Group Construction Industry Co ltd
Priority date: 2019-10-30
Filing date: 2019-10-30
Publication date: 2020-08-21
Anticipated expiration: 2029-10-30

Abstract

The utility model discloses a frame column, which comprises an integrally cast reinforced concrete column body; the bottom of the reinforced concrete column body is fixed to a lower stress seat poured on a ground foundation; the lower stress seat is of a convex structure; the protruding end of the lower stress base and the right and opposite surfaces of the reinforced concrete cylinder are integrally cast with a groove body; a plurality of groups of steel seats are arranged at the upper part and the lower part of the groove body of the reinforced concrete column body; a plurality of groups of steel seats are arranged on the upper part of the groove body of the lower stress seat; each group of steel seats is arranged on two sides in the groove body in a right-to-side manner; each steel base is connected to the steel base opposite to the steel base through at least one balance steel bar; the utility model discloses a frame post adopts prefabricated frame post equipment to support basis and roof beam, and its equipment back can directly carry out the later stage construction to the building, through the cast-in-place mode, pours an organic whole with roof beam, frame post and basis, can guarantee to support intensity and anti-shear property, reduces construction cycle simultaneously.

Description

Frame column

Technical Field

The utility model relates to a frame structure subassembly, concretely relates to frame post belongs to prefab technical field.

Background

The frame column is a main vertical supporting structure which bears the load transmitted by the beam and the plate in the frame structure and transmits the load to the foundation; the frame supporting beams and the frame supporting columns are used for transferring layers, if the lower parts are of frame structures, the upper parts are of shear wall structures, and the beam columns for supporting the upper structures are the frame supporting columns and the frame supporting beams; the frame strut is a column for supporting the frame strut beam and is used for converting the layer; the frame pillar is different from the frame pillar in that the frame pillar is connected with the foundation; the columns below the frame pillars are all frame columns, and the beams which are not connected with the shear wall are frame beams; along with the continuous maturity of building prefab technique, among the prior art, a lot of building elements all make in advance, send the construction site to directly assemble to can improve the efficiency of construction greatly, among the prior art, not have better frame post prefab, it is the cast-in-place construction generally, because the frame post is pour with the basis, need its sclerosis after, just can carry out later stage construction, consequently, its construction cycle is than longer.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem, the utility model provides a frame column adopts prefab structure and cast in place mode, can guarantee to support intensity and anti-shear property, reduces construction cycle simultaneously.

The utility model discloses a frame post, through accomplishing the pouring of frame post and atress seat in the mill, when pouring, make the cell body of cast in situ on reinforced concrete cylinder outside both sides, when the construction, when the basis is poured, pour the atress seat into the basis first, after the basis maintenance solidification, transport the frame post to the job site, and hoist the reinforced concrete cylinder to the lower atress seat through hoist and mount the mode, then, joint the cassette to the steel seat that pastes tightly, and fix cassette and steel seat, thus reinforced concrete cylinder and lower atress seat are mutually fixed and joint, and clamp the cell body through splint clamp, form a pouring storehouse, and set up axial outer steel reinforcement body in pouring the storehouse, pour into the concrete and can pour outside, the construction of frame beam and frame post is not influenced in outside pouring and maintenance, its reinforced concrete cylinder and lower atress seat can already be atress after installing, when the frame column does not stretch or deform, the outer pouring layer is not stressed; the concrete structure is as follows: the reinforced concrete column is integrally poured, a reinforcing mesh is formed by longitudinal reinforcing steel bars and stirrups, and the reinforcing mesh is poured on the inner side of concrete; the bottom of the reinforced concrete column body is fixed to a lower stress seat poured on a ground foundation; the lower stress seat is of a convex structure; the protruding end of the lower stress base and at least one right opposite surface of the reinforced concrete column are integrally cast with a groove body; a plurality of groups of steel seats are arranged at the upper part and the lower part of the groove body of the reinforced concrete column body; a plurality of groups of steel seats are arranged on the upper part of the groove body of the lower stress seat; each group of steel seats is arranged on two sides in the groove body in a right-to-side manner; each steel base is connected to the steel base opposite to the steel base through at least one balance steel bar; the balance steel bar penetrates through and is fixed with the steel bar mesh of the reinforced concrete column body; the reinforced concrete columns are also provided with semi-open reinforced steel bar bodies at intervals in the groove body; the reinforcing steel bar body is fixed with the reinforcing steel bar mesh of the reinforced concrete column body; the lower stress seat is clamped with the steel seat of the reinforced concrete column body through a clamping seat of a steel structure; and an outer pouring layer is poured in the groove body.

Further, the clamping seat comprises a pulling plate; a pressing plate is arranged on one side of the pulling plate close to the steel seat; the clamp plate is attached to the top surface of the steel seat and fixed through bolts or welding, the frame column can be limited inside, the displacement and deformation of the joint of the column body are prevented, and the anti-shearing performance of the column body is improved.

Further, a plurality of external steel bars penetrate through the inner side of the steel bar body; the outer steel bars are poured on the inner side of the outer pouring layer.

Preferably, the groove body is a square groove or a dovetail groove.

Preferably, the bottom of the reinforced concrete column body and the top of the lower stressed seat are respectively cast with mutually fixed flange seats; the flange seats are of an I-shaped structure, and after the flange seats are hoisted by hoisting equipment, the two flange seats are directly fixed after being aligned with the holes.

Compared with the prior art, the utility model discloses a frame post adopts prefabricated frame post equipment to support basis and roof beam, can directly carry out the later stage construction to the building after its equipment, and the frame post after the equipment can bear the load that roof beam and board transmitted to pass the basis with the load, and through the cast-in-place mode, pour roof beam, frame post and basis integrative, can guarantee to support intensity and anti-shear performance, reduce construction cycle simultaneously.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention.

Fig. 2 is a schematic diagram of the internal structure of the frame column of the present invention.

Fig. 3 is a schematic view of the structure of the frame column trough of the present invention.

Detailed Description

Example 1:

as shown in figures 1 to 3, the frame column of the utility model, through the pouring of the frame column and the stressed base in the factory, when pouring, the slot body of cast-in-place is made on the two sides of the exterior of the reinforced concrete cylinder, when constructing, when the foundation is poured, the stressed base is poured into the foundation first, after the foundation curing and curing, the frame column is transported to the construction site, and the reinforced concrete cylinder is hoisted to the lower stressed base by hoisting, then, the clamping base is clamped to the clinging steel base and the clamping base and the steel base are fixed, thereby the reinforced concrete cylinder and the lower stressed base are mutually fixed and clamped, the slot body is clamped by the clamping plate, a pouring bin is formed, the axial external steel bar body is arranged in the pouring bin, the concrete can be poured into the exterior, the construction of the frame supporting beam and the frame supporting column is not influenced by the exterior pouring and curing, the reinforced concrete cylinder and the lower stressed base can be stressed after being installed, when the frame column does not stretch or deform, the outer pouring layer is not stressed; the concrete structure is as follows: the reinforced concrete column comprises an integrally cast reinforced concrete column body 1, wherein a reinforcing mesh is formed by longitudinal steel bars 11 and stirrups 12 and is cast on the inner side of concrete; the bottom of the reinforced concrete column 1 is fixed on a lower stress seat 2 poured on a ground foundation; the lower stress base 2 is of a convex structure; the protruding end of the lower stress seat 2 and at least one right opposite surface of the reinforced concrete column 1 are integrally cast with a groove body 3; a plurality of groups of steel seats 4 are arranged at the upper part and the lower part of the groove body 3 of the reinforced concrete column body 1; a plurality of groups of steel seats 4 are arranged on the upper part of the groove body 3 of the lower stress seat 2; each group of steel seats 4 is arranged on two sides in the groove body in a right-to-right manner; each steel base 4 is connected to the steel base 4 opposite to the steel base 4 through at least one balance steel bar 5; the balance steel bars 5 penetrate through and are fixed with the steel bar mesh of the reinforced concrete column 1; the reinforced concrete column 1 is also provided with semi-open reinforced steel bar bodies 7 at intervals in the groove body; the reinforcing steel bar body 7 is fixed with a reinforcing steel bar mesh of the reinforced concrete column body 1; the lower stress seat 2 is clamped with the steel seat of the reinforced concrete column 1 through a clamping seat 8 of a steel structure; an outer pouring layer 9 is poured in the groove body 3.

Wherein the clamping seat 8 comprises a pulling plate 81; a pressing plate 82 is arranged on one side, close to the steel base, of the pulling plate 81; the pressure plate 82 is tightly attached to the top surface of the steel seat and fixed through bolts or welding, and can limit the interior of the frame column, prevent displacement and deformation of the joint of the column body and improve the shear resistance of the column body; the inner side of the steel bar body 7 penetrates through a plurality of external steel bars 10; the outer steel bars 10 are poured on the inner side of the outer pouring layer 9; the groove body 3 is a square groove or a dovetail groove.

In another embodiment, the bottom of the reinforced concrete column 1 and the top of the lower stressed seat are respectively cast with flange seats 6 fixed with each other; the flange seats 6 are of an I-shaped structure, and after the flange seats are hoisted by hoisting equipment, the two flange seats are directly fixed after being aligned with the holes.

The above-mentioned embodiment is only the preferred embodiment of the present invention, so all the equivalent changes or modifications made by the structure, features and principles of the present invention are included in the claims of the present invention.

Claims

1. A frame column comprises an integrally cast reinforced concrete column body; the method is characterized in that: the bottom of the reinforced concrete column body is fixed to a lower stress seat poured on a ground foundation; the lower stress seat is of a convex structure; the protruding end of the lower stress base and the right and opposite surfaces of the reinforced concrete cylinder are integrally cast with a groove body; a plurality of groups of steel seats are arranged at the upper part and the lower part of the groove body of the reinforced concrete column body; a plurality of groups of steel seats are arranged on the upper part of the groove body of the lower stress seat; each group of steel seats is arranged on two sides in the groove body in a right-to-side manner; each steel base is connected to the steel base opposite to the steel base through at least one balance steel bar; the balance steel bar penetrates through and is fixed with the steel bar mesh of the reinforced concrete column body; the reinforced concrete columns are also provided with semi-open reinforced steel bar bodies at intervals in the groove body; the reinforcing steel bar body is fixed with the reinforcing steel bar mesh of the reinforced concrete column body; the lower stress seat is clamped with the steel seat of the reinforced concrete column body through a clamping seat of a steel structure; and an outer pouring layer is poured in the groove body.

2. The frame post of claim 1, wherein: the clamping seat comprises a pulling plate; a pressing plate is arranged on one side of the pulling plate close to the steel seat; the pressing plate is tightly attached to the top surface of the steel seat and fixed through bolts or welding.

3. The frame post of claim 1, wherein: a plurality of external steel bars penetrate through the inner side of the steel bar body; the outer steel bars are poured on the inner side of the outer pouring layer.

4. The frame post of claim 1, wherein: the groove body is a square groove or a dovetail groove.

5. The frame post of claim 1, wherein: the bottom of the reinforced concrete column body and the top of the lower stress seat are respectively cast with flange seats which are fixed with each other; the flange seat is of an I-shaped structure.