CN218493107U

CN218493107U - Post-cast beam assembly of core cylinder

Info

Publication number: CN218493107U
Application number: CN202222832712.2U
Authority: CN
Inventors: 王燕松; 郎庆柱; 周洋; 谭冰; 张宏伟
Original assignee: Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Current assignee: Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority date: 2022-10-27
Filing date: 2022-10-27
Publication date: 2023-02-17
Anticipated expiration: 2032-10-27

Abstract

The utility model relates to a core section of thick bamboo technical field specifically is a core section of thick bamboo post-cast beam subassembly, include: the surface of the fixed plate is provided with a convex strip; the end part of the connecting rod is provided with a sleeve, the surface of the fixing plate is provided with an inserting hole, and the inserting hole is inserted with embedded steel bars; the screw is arranged at the end part of the sleeve; the beneficial effects are that: the utility model provides a fixed plate has two sets ofly, peg graft between two sets of fixed plates through the connecting rod, twist at telescopic tip through the screw rod, it is together fixed with two sets of fixed plates, peg graft first steel mould and second steel mould at the both ends of fixed plate, twist the screw rod soon, make the fixed plate fix the outside at first steel mould and second steel mould, sand grip and concave bar meshing, it is together fixed with first steel mould and second steel mould, the sand grip is pegged graft in the spliced eye, pour into the concrete into to the inside of first steel mould and second steel mould, after the concrete solidifies, loosen the back with the screw rod, remove the fixed plate.

Description

Post-cast beam assembly of core cylinder

Technical Field

The utility model relates to a core section of thick bamboo technical field specifically is a core section of thick bamboo post-cast beam subassembly.

Background

Along with the leap-type development of Chinese city construction, super high-rise buildings are more and more, the structure form is a frame core tube structure, and in order to accelerate the construction progress, an intelligent jacking platform (commonly called a building machine) is mostly adopted for super high-rise buildings;

in the prior art, an intelligent jacking platform is adopted, and vertical components are required to be constructed firstly, and then horizontal components are required to be constructed;

however, the post-cast beam in the super high-rise core tube still adopts the traditional method of planting bars on the concrete structure in the later period, and the method needs to be carried out after the form removal of the vertical structure of the core tube is completed, so that the construction period of the horizontal component is prolonged undoubtedly, and the engineering cost is increased.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a core section of thick bamboo post-cast beam subassembly 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 core barrel post-cast beam assembly comprising:

the surface of the fixed plate is provided with a convex strip;

the end part of the connecting rod is provided with a sleeve, the surface of the fixing plate is provided with an inserting hole, and an embedded steel bar is inserted in the inserting hole; and

the screw rod is arranged at the end part of the sleeve.

Preferably, the fixing plates are in a shape like a Chinese character '21274', a connecting rod is arranged between the two fixing plates, the sleeve is fixed at two ends of the connecting rod, and the end part of the sleeve is provided with a screw hole.

Preferably, the sleeve is inserted on the surface of the fixing plate, a screw is screwed on the end of the sleeve, the convex strips are provided with multiple groups, and the multiple groups of convex strips are distributed on the surface of the fixing plate.

Preferably, the inner wall of spliced eye is provided with the rubber pad, and the embedded bar is the L type, and the embedded bar passes through the rubber pad to be stabilized in the spliced eye, and the embedded bar has the multiunit, and multiunit embedded bar is located between the fixed plate.

Preferably, the inside of two sets of fixed plates is pegged graft and is had first steel mould and second steel mould, and first steel mould and second steel mould are located the both ends of fixed plate respectively, and the concave strip has been seted up on the surface of first steel mould and second steel mould.

Preferably, the concave strip has the multiunit, and the even range of multiunit concave strip is on the surface of first steel mould and second steel mould, and first steel mould and second steel mould are pegged graft between the fixed plate after, concave strip and sand grip mesh mutually.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model provides a fixed plate has two sets ofly, peg graft between two sets of fixed plates through the connecting rod, twist at telescopic tip through the screw rod, it is together fixed with two sets of fixed plates, peg graft first steel mould and second steel mould at the both ends of fixed plate, twist the screw rod soon, make the fixed plate fix the outside at first steel mould and second steel mould, sand grip and concave bar meshing, fix first steel mould and second steel mould together, the sand grip is pegged graft in the spliced eye, pour into the concrete to the inside of first steel mould and second steel mould, the concrete solidifies the back, loosen the back with the screw rod, remove the fixed plate, just can put aside the fixed plate from the outside of concrete, just make embedded steel put into the core tube in advance, and the fixed plate convenient to detach, carry out pouring of next nuclear core column.

Drawings

FIG. 1 is a schematic view of the three-dimensional structure of the present invention;

fig. 2 is a schematic view of the three-dimensional structure of the fixing plate of the present invention.

In the figure: first steel mould 1, concave strip 2, fixed plate 3, second steel mould 4, embedded bar 5, sand grip 6, sleeve 7, connecting rod 8, screw rod 9, spliced eye 10.

Detailed Description

In order to make the objects and technical solutions of the present invention clear and fully described, and the advantages thereof more clearly understood, the embodiments of the present invention are described in further detail below with reference to the accompanying drawings. It is to be understood that the specific embodiments described herein are merely illustrative of some, but not all, embodiments of the present invention and are not to be considered as limiting, and that all other embodiments can be made by one of ordinary skill in the art without any inventive work.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "inner", "outer", "top", "bottom", "side", "vertical", "horizontal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "a," "an," "first," "second," "third," "fourth," "fifth," and "sixth" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected" and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

For simplicity and illustrative purposes, the principles of the embodiments are described by referring mainly to examples. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the embodiments. It will be apparent, however, to one skilled in the art that the embodiments may be practiced without these specific details. In some instances, well-known methods and structures have not been described in detail so as not to unnecessarily obscure the embodiments. In addition, all embodiments may be used in combination with each other.

Referring to fig. 1 to fig. 2, the present invention provides a technical solution: a core barrel post-cast beam assembly comprising: the fixing plate 3, the surface of the fixing plate 3 is equipped with the raised line 6, the fixing plate 3 has two groups, the fixing plate 3 presents a shape of a letter '21274', a connecting rod 8 is arranged between the two groups of fixing plates 3, the sleeve 7 is fixed at two ends of the connecting rod 8, and the end part of the sleeve 7 is equipped with a screw hole;

the connecting rod 8, the end of the connecting rod 8 is provided with a sleeve 7, the surface of the fixing plate 3 is provided with an inserting hole 10, an embedded steel bar 5 is inserted in the inserting hole 10, the sleeve 7 is inserted on the surface of the fixing plate 3, the end of the sleeve 7 is screwed with a screw rod 9, the raised bar 6 is provided with a plurality of groups, the plurality of groups of raised bars 6 are distributed on the surface of the fixing plate 3, the inner wall of the inserting hole 10 is provided with a rubber pad, the embedded steel bar 5 is in an L shape, the embedded steel bar 5 is stabilized in the inserting hole 10 through the rubber pad, the embedded steel bar 5 is provided with a plurality of groups, the plurality of groups of embedded steel bars 5 are positioned between the fixing plates 3, the first steel die 1 and the second steel die 4 are inserted inside the two groups of fixing plates 3, the first steel die 1 and the second steel die 4 are respectively positioned at two ends of the fixing plate 3, the surfaces of the first steel die 1 and the second steel die 4 are provided with concave bars 2, the concave bars 2 are provided with a plurality of groups, the groups of concave bars 2 are uniformly arranged on the surfaces of the first steel die 1 and the second steel die 4, the fixing plates 3 are engaged with the raised bars 6; a screw 9 is provided at the end of the sleeve 7.

Fixed plate 3 has two sets ofly, peg graft between two sets of fixed plates 3 through connecting rod 8, twist the tip at sleeve 7 through screw rod 9 soon, it is together fixed with two sets of fixed plates 3, peg graft first steel mould 1 and second steel mould 4 at the both ends of fixed plate 3, revolve wrong screw rod 9, make fixed plate 3 fix the outside at first steel mould 1 and second steel mould 4,

sand grip

6 and 2 meshing of concave strip, it is together fixed with first steel mould 1 and second steel mould 4, sand grip 6 is pegged graft in spliced eye 10, pour into the concrete to the inside of first steel mould 1 and second steel mould 4, the concrete solidifies the back, loosen screw rod 9 the back, remove fixed plate 3, just can remove fixed plate 3 from the outside of concrete, just make buried steel bar 5 put into the core barrel in advance, and fixed plate 3 is convenient for dismantle, carry out the pouring of next core column.

Although the illustrative embodiments of the present application have been described in order to enable those skilled in the art to understand the present application, the present application is not limited to these embodiments, and various modifications can be made within the spirit and scope of the present application as defined and defined by the appended claims.

Claims

1. The utility model provides a core section of thick bamboo post-cast beam subassembly which characterized in that: the core tube post-cast beam assembly includes:

the fixing plate (3), the surface of the fixing plate (3) is provided with a convex strip (6);

the end part of the connecting rod (8) is provided with a sleeve (7), the surface of the fixing plate (3) is provided with an inserting hole (10), and the embedded steel bar (5) is inserted into the inserting hole (10); and

and the screw (9) is arranged at the end part of the sleeve (7).

2. The core barrel post-cast beam assembly as claimed in claim 1, wherein: the fixing plates (3) are provided with two groups, the fixing plates (3) are arranged in a shape like a Chinese character '21274', a connecting rod (8) is arranged between the two groups of fixing plates (3), the sleeve (7) is fixed at two ends of the connecting rod (8), and the end part of the sleeve (7) is provided with a screw hole.

3. The core barrel post-cast beam assembly as claimed in claim 2, wherein: the sleeve (7) is inserted into the surface of the fixing plate (3), a screw (9) is screwed at the end part of the sleeve (7), the convex strips (6) are provided with a plurality of groups, and the groups of convex strips (6) are distributed on the surface of the fixing plate (3).

4. A core barrel post-cast beam assembly as claimed in claim 3, wherein: the inner wall of spliced eye (10) is provided with the rubber pad, and embedded steel bar (5) are the L type, and embedded steel bar (5) are stabilized in spliced eye (10) through the rubber pad, and embedded steel bar (5) have the multiunit, and multiunit embedded steel bar (5) are located between fixed plate (3).

5. The core barrel post-cast beam assembly of claim 4, wherein: the inside of two sets of fixed plates (3) is pegged graft and is had first steel mould (1) and second steel mould (4), and first steel mould (1) and second steel mould (4) are located the both ends of fixed plate (3) respectively, and concave strip (2) have been seted up on the surface of first steel mould (1) and second steel mould (4).

6. The core barrel post-cast beam assembly of claim 5, wherein: concave strip (2) have the multiunit, the even range of multiunit concave strip (2) is on the surface of first steel mould (1) and second steel mould (4), and back, concave strip (2) and sand grip (6) mesh mutually are pegged graft between fixed plate (3) in first steel mould (1) and second steel mould (4).