CN217128502U

CN217128502U - Reinforced concrete frame

Info

Publication number: CN217128502U
Application number: CN202220517119.6U
Authority: CN
Inventors: 赵彬尧; 柳杰; 郭树立
Original assignee: Henan Suhe Construction Engineering Co ltd
Current assignee: Henan Suhe Construction Engineering Co ltd
Priority date: 2022-03-09
Filing date: 2022-03-09
Publication date: 2022-08-05
Anticipated expiration: 2032-03-09

Abstract

The utility model provides a reinforced concrete frame relates to reinforced concrete frame technical field, this reinforced concrete frame, include: prefabricated post, horizontal precast beam and vertical precast beam, the prefabricated post has four and becomes the rectangle equipartition at least, horizontal precast beam is located between two adjacent prefabricated posts along transverse distribution, vertical precast beam is located between two adjacent prefabricated posts along longitudinal distribution, all install the coupling mechanism who is used for fixed connection between two sets of between horizontal precast beam and vertical precast beam and the prefabricated post outer wall, the fixed subassembly that is used for it and prefabricated post fixed is all installed at the both ends of horizontal precast beam and vertical precast beam. The bending deformation or the fracture of the reinforced concrete frame after long-time use or under the earthquake condition is avoided, and the use safety of the reinforced concrete frame is improved.

Description

Reinforced concrete frame

Technical Field

The utility model relates to a reinforced concrete frame technical field specifically is a reinforced concrete frame.

Background

In the building construction or reconstruction, the concrete frame is an important structure, the concrete frame can be used for supporting the concrete structure, the concrete frame in the prior art is a simple reinforcement cage structure, a wood plate is wrapped outside the reinforcement cage during pouring, the support strength of the building structure poured by the structure is low, and the whole building is easy to collapse.

The Chinese patent with the publication number of CN209053229U discloses a reinforced concrete frame, which comprises a frame assembly and a fixing assembly, wherein the frame assembly comprises a prefabricated column, a transverse prefabricated beam and a longitudinal prefabricated beam, the transverse prefabricated beam is arranged on the left side wall of the prefabricated column, the transverse prefabricated beam is detachably connected with the prefabricated column, the longitudinal prefabricated beam is arranged on the front surface of the prefabricated column, and the longitudinal prefabricated beam is detachably connected with the prefabricated column.

However, the technical scheme also has the following defects that the connecting and fixing effect of the reinforced concrete frame precast beam and the precast column is poor, and the joint of the reinforced concrete frame precast beam and the precast column is easy to bend, deform or break, so that the bearing performance of the reinforced concrete frame is influenced.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a reinforced concrete frame, it is relatively poor to aim at solving the fixed effect of connection of current reinforced concrete frame precast beam and precast column among the prior art, and the easy bending deformation of junction between them or fracture to influence reinforced concrete frame bearing capacity's problem.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the reinforced concrete frame includes: prefabricated post, horizontal precast beam and vertical precast beam, the prefabricated post has four and becomes the rectangle equipartition at least, horizontal precast beam is located between two adjacent prefabricated posts along transverse distribution, vertical precast beam is located between two adjacent prefabricated posts along longitudinal distribution, all install the coupling mechanism who is used for fixed connection between two sets of between horizontal precast beam and vertical precast beam and the prefabricated post outer wall, the fixed subassembly that is used for it and prefabricated post fixed is all installed at the both ends of horizontal precast beam and vertical precast beam.

The utility model discloses a further technical scheme does, fixed subassembly is including seting up at the connection spout at the both ends of horizontal precast beam and vertical precast beam and seting up and all seted up the draw-in groove at the relative one side outer wall of two adjacent precast columns.

The utility model discloses a further technical scheme does, it is corresponding with the draw-in groove to connect the spout, the inside slidable mounting who connects the spout has the fixture block of being connected that is used for with the draw-in groove joint.

The utility model discloses a further technical scheme does, connect the spout and keep away from bottom one side of prefabricated post and seted up the transmission spout, the inside slidable mounting of transmission spout has the transmission slider that is used for pushing into the draw-in groove with connecting the fixture block.

The utility model discloses a further technical scheme does, one side that the top of transmission slider is close to the connection fixture block is convex, the one end that the connection fixture block is close to the transmission slider is convex.

The utility model discloses a further technical scheme does, fixed subassembly is including the connecting piece that is used for horizontal precast beam and vertical precast beam and prefabricated column connection, the connecting piece is the angle steel.

The utility model discloses a further technical scheme does, the two right-angle sides of angle steel all through mounting difference fixed mounting in the outer wall of prefabricated post and the bottom of precast beam, the mounting is high strength bolt.

The utility model discloses a further technical scheme does, prefabricated post, horizontal precast beam and vertical precast beam are reinforced concrete and pour and form.

The utility model has the advantages that:

when the reinforced concrete frame is installed, the prefabricated columns are installed at the pre-designed positions, then the transverse prefabricated beams are installed between two transversely adjacent prefabricated columns, the longitudinal prefabricated beams are installed between two longitudinally adjacent prefabricated columns, and the connecting sliding grooves and the clamping grooves are aligned in sequence, then the transmission slide block is pushed to the connecting slide groove to push one end of the connecting clamping block into the clamping groove, finally the connecting piece is arranged at one end of the bottom of the transverse precast beam or the longitudinal precast beam and the outer wall of the precast column, and is fixed at the bottom of the transverse precast beam or the longitudinal precast beam and the outside of the precast column by a fixing member, thereby the joint strength between horizontal precast beam and vertical precast beam and the precast column has been improved, has avoided its long-time back of using or takes place bending deformation or fracture under the condition of earthquake, has improved reinforced concrete frame's safety in utilization.

Drawings

Fig. 1 is a schematic structural diagram of an embodiment of the present invention.

Fig. 2 is an enlarged sectional view taken at a in fig. 1.

Fig. 3 is a top sectional view of an embodiment of the present invention.

In the figure: 1. prefabricating a column; 2. transversely prefabricating a beam; 3. longitudinally prefabricating a beam; 4. a connecting member; 5. a fixing member; 6. connecting the sliding chute; 7. connecting a clamping block; 8. a card slot; 9. and a transmission slide block.

Detailed Description

The following description will further describe embodiments of the present invention with reference to the accompanying drawings.

As shown in fig. 1 to 3, a reinforced concrete frame, comprising: prefabricated post 1, horizontal precast beam 2 and vertical precast beam 3, prefabricated post 1 has four at least and becomes the rectangle equipartition, horizontal precast beam 2 is located between two adjacent prefabricated posts 1 along horizontal distribution, vertical precast beam 3 is located between two adjacent prefabricated posts 1 along vertical distribution, horizontal precast beam 2 and vertical

precast beam

3 and 1 outer wall of prefabricated post between all install the coupling mechanism who is used for fixed connection between two sets of, horizontal precast beam 2 and vertical precast beam 3's both ends all install and are used for its fixed subassembly with prefabricated post 1.

In the embodiment, when the reinforced concrete frame is installed, the precast columns 1 are installed at the pre-designed positions, then the transverse precast beam 2 is installed between two precast columns 1 which are adjacent in the transverse direction, the longitudinal precast beam 3 is installed between two precast columns 1 which are adjacent in the longitudinal direction, the connecting sliding groove 6 and the clamping groove 8 are aligned in sequence, then the transmission sliding block 9 is pushed to the connecting sliding groove 6, one end of the connecting clamping block 7 is pushed into the clamping groove 8, finally the connecting piece 4 is installed at one end of the bottom of the transverse precast beam 2 or the longitudinal precast beam 3 and the outer wall of the precast column 1 and is fixed at the bottom of the transverse precast beam 2 or the longitudinal precast beam 3 and the outer part of the precast column 1 through the fixing piece 5, so that the connecting strength between the transverse precast beam 2 and the longitudinal precast beam 3 and the precast columns 1 is improved, and the bending deformation or the fracture of the transverse precast beam 2 and the longitudinal precast beam 3 after long-time use or under the earthquake condition is avoided, the use safety of the reinforced concrete frame is improved.

Specifically, the fixed subassembly is including seting up the connection spout 6 at the both ends of horizontal precast beam 2 and vertical precast beam 3 and seting up and all seted up draw-in groove 8 at the relative one side outer wall of two adjacent precast columns 1.

Furthermore, the connecting sliding groove 6 corresponds to the clamping groove 8, and a connecting clamping block 7 which is clamped with the clamping groove 8 is slidably mounted in the connecting sliding groove 6.

Furthermore, a transmission sliding groove is formed in one side, away from the bottom of the prefabricated column 1, of the connection sliding groove 6, and a transmission sliding block 9 used for pushing the connection clamping block 7 into the clamping groove 8 is arranged inside the transmission sliding groove in a sliding mode.

Furthermore, one side of the top end of the transmission slide block 9, which is close to the connection fixture block 7, is arc-shaped, and one end of the connection fixture block 7, which is close to the transmission slide block 9, is arc-shaped.

Specifically, the fixing assembly comprises a connecting piece 4 used for connecting the transverse precast beam 2 and the longitudinal precast beam 3 with the precast column 1, and the connecting piece 4 is angle steel.

Further, two right-angle sides of angle steel are all through mounting 5 fixed mounting respectively in the outer wall of precast column 1 and the bottom of precast beam, and mounting 5 is the high strength bolt.

Further, the precast columns 1, the transverse precast beams 2 and the longitudinal precast beams 3 are all formed by pouring reinforced concrete.

In the description of the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a removable connection, or an integral connection; 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.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. A reinforced concrete frame comprising: precast column (1), horizontal precast beam (2) and vertical precast beam (3), its characterized in that, precast column (1) has four and becomes the rectangle equipartition at least, horizontal precast beam (2) are located adjacent two along between transversely distributed's precast column (1), vertical precast beam (3) are located adjacent two along between longitudinally distributed's precast column (1), all install between horizontal precast beam (2) and vertical precast beam (3) and precast column (1) outer wall and be used for fixed connection's between two sets of coupling mechanism, the fixed subassembly that is used for it and precast column (1) fixed is all installed at the both ends of horizontal precast beam (2) and vertical precast beam (3).

2. A reinforced concrete frame as claimed in claim 1, wherein said fixing means comprises connecting runners (6) provided at both ends of the transverse precast beams (2) and the longitudinal precast beams (3) and engaging grooves (8) provided on the outer wall of the opposite side of each of the adjacent two precast columns (1).

3. A reinforced concrete frame according to claim 2, wherein the connecting runner (6) corresponds to the slot (8), and a connecting block (7) for engaging with the slot (8) is slidably mounted inside the connecting runner (6).

4. A reinforced concrete frame as claimed in claim 3, wherein a transmission chute is formed in the side of the bottom of the connecting chute (6) away from the precast column (1), and a transmission slide block (9) for pushing the connecting clamping block (7) into the clamping groove (8) is slidably mounted in the transmission chute.

5. A reinforced concrete frame as claimed in claim 4, wherein the top end of the driving slider (9) is arc-shaped on the side close to the connecting block (7), and the end of the connecting block (7) close to the driving slider (9) is arc-shaped.

6. A reinforced concrete frame according to claim 1, wherein the fixing assemblies comprise connecting members (4) for connecting the transverse precast beams (2) and the longitudinal precast beams (3) to the precast columns (1), the connecting members (4) being angle steel.

7. A reinforced concrete frame according to claim 6, wherein both right-angled sides of the angle steel are fixedly mounted to the outer wall of the precast column (1) and the bottom of the precast beam respectively by means of fixing members (5), and the fixing members (5) are high-strength bolts.

8. A reinforced concrete frame according to any one of claims 1 to 7, wherein the precast columns (1), transverse precast beams (2) and longitudinal precast beams (3) are cast of reinforced concrete.