CN211923629U - Concrete frame anti-seismic reinforcing structure applying steel plate mesh - Google Patents

Abstract

The utility model relates to an antidetonation reinforcement technical field specifically is a concrete frame antidetonation reinforced structure of using steel sheet net for easy problem with the reinforced structure damage of concrete frame when vibrations among the solution prior art. The utility model discloses an open the reinforcing groove in the ground, but install the reinforcement seat that can fix the concrete frame in the reinforcing groove, the bottom surface fixed mounting who adds the reinforcement seat has a plurality of rolling balls, it has a plurality of ball sockets with the rolling ball one-to-one to open in the reinforcing groove, the rolling ball can roll in the ball socket. The utility model discloses in through with concrete frame fixed mounting in reinforcing seat, when vibrations produced, reinforcing seat can produce the trend that removes along the horizontal direction, fixes the rolling ball that adds the reinforcing seat bottom surface this moment and can produce rolling trend in the ball socket, and reinforcing seat can avoid the positive impact force that vibrations drove like this, can effectually play the cushioning effect to make this reinforced structure be difficult to damaged by vibrations.

Description

Concrete frame anti-seismic reinforcing structure applying steel plate mesh

Technical Field

The utility model relates to an antidetonation reinforcement technical field, more specifically relate to a concrete frame antidetonation reinforced structure who uses steel sheet net.

Background

The reinforced concrete frame structure is composed of beams and columns, and is a structure for jointly resisting horizontal loads and vertical loads in the using process, the reinforced concrete frame structure has the advantages of flexible space separation, light dead weight, and convenience for earthquake resistance, material saving and flexible building plane configuration, and can obtain a larger using space, and is frequently used in teaching buildings, residential buildings, office buildings and commercial buildings, the reinforced concrete frame structure is just like a skeleton of a human body, the stability and the firmness of the reinforced concrete frame structure directly influence the earthquake resistance of the building, and in order to improve the earthquake resistance of the reinforced concrete frame, a reinforcing structure connected with a foundation is required to be installed on the reinforced concrete frame.

The reinforced structure of reinforced concrete frame among the prior art is including treating to consolidate the frame post and treating to consolidate the frame roof beam constitution and treat to consolidate the concrete frame, treats to consolidate the frame post and treat to consolidate two adjacent of same facade and equally divide and do not be connected with the steel sheet net between treating to consolidate the frame roof beam, the steel sheet net with treat to be equipped with post restraint external member between the frame post, the steel sheet net with treat to consolidate and be equipped with roof beam restraint external member and two equilateral angle steel between the frame roof beam: the column constraint external member comprises two semi-surrounding type channel steel members, the two channel steel members are respectively arranged on two sides of the frame column to be reinforced and are oppositely arranged in a cohesive shape, and the two flange end parts on one side of the two channel steel members clamp and anchor the steel plate mesh; the steel plate nets are clamped and anchored by the flange end parts on the other sides of the two groove-shaped steel members; the groove-shaped steel members are connected with the frame columns to be reinforced through chemical anchor bolts. This reinforced structure can make reinforced concrete frame more firm through connect chemical crab-bolt etc. on reinforced concrete frame.

However, the reinforcing structures of the reinforced concrete frames are all rigidly connected with the reinforced concrete frames, and when vibration occurs, the rigidly connected reinforcing structures are easily damaged, so that the reinforcing structures lose the function of reinforcing the reinforced concrete frame. Therefore, there is a strong need for a reinforced structure that is less likely to be damaged and that provides better reinforcement for the reinforced concrete frame.

SUMMERY OF THE UTILITY MODEL

Based on above problem, the utility model provides an use concrete frame antidetonation reinforced structure of steel sheet net for easy problem with the reinforced structure damage of concrete frame when vibrations among the solution prior art. The utility model discloses in through with concrete frame fixed mounting in reinforcing seat, when vibrations produced, reinforcing seat can produce the trend that removes along the horizontal direction, fixes the rolling ball that adds the reinforcing seat bottom surface this moment and can produce rolling trend in the ball socket, and reinforcing seat can avoid the positive impact force that vibrations drove like this, can effectually play the cushioning effect to make this reinforced structure be difficult to damaged by vibrations.

The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme:

the utility model provides an use concrete frame antidetonation reinforced structure of steel sheet net, is including opening the reinforcement groove in the ground, install the reinforcement seat that can fix the concrete frame in the reinforcement groove, the bottom surface fixed mounting of reinforcement seat has a plurality of rolling balls, it has a plurality of ball sockets with the rolling ball one-to-one to open in the reinforcement groove, the rolling ball can roll in the ball socket.

The working principle is as follows: when taking place vibrations, the energy of vibrations can make the anchor bearing produce the trend of removing along the horizontal direction, when the anchor bearing produced the trend of removing along the horizontal direction, fixed mounting can produce the trend that the horizontal direction removed in the ball socket at the rolling ball of anchor bearing bottom surface, and the anchor bearing can avoid the positive impact force that vibrations drove like this, can effectually play the cushioning effect to make this reinforced structure be difficult to by the vibrations damage, and then make this reinforced structure can be lasting play reinforced (rfd) effect to concrete frame.

Preferably, a plurality of reinforcing mechanisms connected with the foundation are installed on four sides of the reinforcing base.

Preferably, the reinforcing mechanism comprises a shock-absorbing rod, and one end of the shock-absorbing rod is connected with the side surface of the reinforcing seat. The other end is connected with the foundation.

As a preferable mode, the shock absorption rod is further sleeved with a large spring.

As a preferable mode, the upper part of the reinforcing seat is further provided with a groove, a closing plate is placed on the groove, and one side surface of the closing plate is in contact with the foundation.

Preferably, the side surface of the closing plate is further provided with a plurality of small springs extending into the foundation, and the plurality of small springs are uniformly arranged on the side surface of the closing plate.

As a preferable mode, the reinforcing seat is provided with an installation groove, and the concrete frame is fixedly installed in the installation groove through a fastening bolt.

The utility model has the advantages as follows:

(1) the utility model discloses in through with concrete frame fixed mounting in reinforcing seat, when vibrations produced, reinforcing seat can produce the trend that removes along the horizontal direction, fixes the rolling ball that adds the reinforcing seat bottom surface this moment and can produce rolling trend in the ball socket, and reinforcing seat can avoid the positive impact force that vibrations drove like this, can effectually play the cushioning effect to make this reinforced structure be difficult to damaged by vibrations.

(2) The utility model discloses a plurality of strengthening mechanism who is connected with the ground are all installed to four sides of well reinforcement seat, and strengthening mechanism includes the shock attenuation pole, and the one end of shock attenuation pole is connected with the side of reinforcement seat, and the other end is connected with the ground. When the reinforcing seat moves towards the horizontal direction, the shock absorption rods arranged on the side faces of the reinforcing seat can buffer the moving trend of the reinforcing seat, so that the reinforcing seat is not easy to be damaged due to frontal impact.

(3) The utility model discloses still the cover is equipped with big spring on the well shock absorber pole, and big spring has buffering and absorbing effect, and what like this can be further plays the effect of buffering to the anchor strut.

(4) The utility model discloses well upper portion of consolidating the seat has still opened the recess, has placed the closing plate on the recess, and a side and the ground contact of closing plate, closing plate can seal the clearance between consolidating seat and base member to can avoid debris to get into in the clearance between consolidating seat and base member.

(5) The utility model discloses well closing plate's side still installs the little spring that extends to in the ground, and the quantity of little spring is many, and the even side of installing at the closing plate of many little springs when the anchor bearing receives the impact force of horizontal direction, the effect that the little spring can play the buffering to this impact force at all.

Drawings

Fig. 1 is the schematic view of the front sectional structure of the utility model:

3 FIG. 3 2 3 is 3 a 3 schematic 3 cross 3- 3 sectional 3 view 3 taken 3 along 3 line 3 A 3- 3 A 3 of 3 FIG. 3 1 3 according 3 to 3 the 3 present 3 invention 3; 3

FIG. 3 is a schematic cross-sectional view taken along line B-B of FIG. 1 according to the present invention;

FIG. 4 is a schematic view of the sectional front view of the rolling ball of the present invention mounted on the bottom surface of the reinforcing base;

FIG. 5 is a schematic view of the partial front sectional structure of the ball socket of the present invention opened on the foundation;

FIG. 6 is an enlarged schematic view of the present invention at C of FIG. 1;

reference numerals: the concrete foundation comprises a foundation 1, a reinforcing groove 101, a ball socket 102, a damping rod 2, a large spring 3, a lower spring 4, a sealing plate 5, a reinforcing seat 6, a groove 61, a concrete frame 7, a fastening bolt 8 and a rolling ball 9.

Detailed Description

For a better understanding of the present invention, the present invention will be described in further detail with reference to the accompanying drawings and the following embodiments.

Example 1:

as shown in fig. 1 to 6, the concrete frame anti-seismic reinforcing structure using the steel plate mesh comprises a reinforcing groove 101 formed in a foundation 1, a reinforcing base 6 capable of fixing a concrete frame 7 is installed in the reinforcing groove 101, a plurality of rolling balls 9 are fixedly installed on the bottom surface of the reinforcing base 6, a plurality of ball sockets 102 corresponding to the rolling balls 9 one by one are formed in the reinforcing groove 101, and the rolling balls 9 can roll in the ball sockets 102.

The working principle is as follows: when taking place vibrations, the energy of vibrations can make reinforcing seat 6 produce the trend of removing along the horizontal direction, when reinforcing seat 6 produces the trend of removing along the horizontal direction, fixed mounting can produce the trend of horizontal direction removal in ball socket 102 at the rolling ball 9 of reinforcing seat 6 bottom surface, reinforcing seat 6 can avoid the positive impact force that vibrations drove like this, can effectually play the cushioning effect, thereby make this reinforced structure be difficult to damaged by vibrations, and then make this reinforced structure can be lasting play reinforced effect to concrete frame 7.

Example 2:

as shown in fig. 1-6, this embodiment provides a preferred structure with which the roof can be made more robust, on the basis of the above-described embodiments. That is, a plurality of reinforcing mechanisms connected with the foundation 1 are installed on four sides of the reinforcing base 6, each reinforcing mechanism comprises a shock absorption rod 2, one end of each shock absorption rod 2 is connected with one side of the reinforcing base 6, and the other end of each shock absorption rod is connected with the foundation 1. When the reinforcing seat 6 tends to move in the horizontal direction, the shock-absorbing rods 2 installed at the sides of the reinforcing seat 6 may absorb the movement tendency of the reinforcing seat 6, so that the reinforcing seat 6 may not be easily damaged by a frontal impact.

Preferably, the shock absorption rod 2 is further sleeved with a large spring 3, and the large spring 3 has buffering and shock absorption effects, so that the reinforcing seat 6 can be further buffered.

The rest is the same as example 1, and therefore, will not be described herein.

Example 3:

as shown in fig. 1-6, this embodiment provides a preferable structure that the roof can further use the structure to be more firm, on the basis of the above embodiments. That is, the upper portion of the reinforcing seat 6 is further provided with a groove 61, the groove 61 is provided with a closing plate 5, one side surface of the closing plate 5 is in contact with the foundation 1, and the closing plate 5 can close the gap between the reinforcing seat 6 and the base body, so that sundries can be prevented from entering the gap between the reinforcing seat 6 and the base body.

Preferably, the side of the closing plate 5 is further provided with a plurality of small springs extending into the foundation 1, and the plurality of small springs are uniformly arranged on the side of the closing plate 5, so that when the reinforcing seat 6 is subjected to impact force in the horizontal direction, the small springs can buffer the impact force.

Preferably, the reinforcing seat 6 is provided with a mounting groove, the concrete frame 7 is fixedly mounted in the mounting groove through a fastening bolt 8, in short, the concrete frame 7 and the reinforcing seat 6 are fixedly mounted together, and the concrete frame 7 and the reinforcing seat 6 can also be integrated.

The rest is the same as example 1, and therefore, will not be described herein.

The embodiment of the present invention is the above. The specific parameters in the above embodiments and examples are only for the purpose of clearly showing the verification process of the present invention, and are not used to limit the protection scope of the present invention, which is still subject to the claims, and all the equivalent structural changes made by using the contents of the specification and drawings of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides an use concrete frame antidetonation reinforced structure of steel sheet net which characterized in that: the concrete frame reinforcing structure is characterized by comprising a reinforcing groove (101) formed in a foundation (1), a reinforcing seat (6) capable of fixing a concrete frame (7) is installed in the reinforcing groove (101), a plurality of rolling balls (9) are fixedly installed on the bottom surface of the reinforcing seat (6), a plurality of ball sockets (102) corresponding to the rolling balls (9) one to one are formed in the reinforcing groove (101), and the rolling balls (9) can roll in the ball sockets (102).

2. The concrete frame earthquake-resistant reinforcing structure applying the steel plate mesh is characterized in that: and a plurality of reinforcing mechanisms connected with the foundation (1) are arranged on four sides of the reinforcing seat (6).

3. The concrete frame earthquake-resistant reinforcing structure applying the steel plate mesh is characterized in that: the reinforcing mechanism comprises a shock absorption rod (2), one end of the shock absorption rod (2) is connected with the side face of the reinforcing base (6), and the other end of the shock absorption rod is connected with the foundation (1).

4. The concrete frame earthquake-resistant reinforcing structure applying the steel plate mesh is characterized in that: the shock absorption rod (2) is further sleeved with a large spring (3).

5. The concrete frame earthquake-resistant reinforcing structure applying the steel plate mesh is characterized in that: the upper portion of reinforcing seat (6) still opens recess (61), place closing plate (5) on recess (61), a side of closing plate (5) and ground (1) contact.

6. A concrete frame anti-seismic reinforcing structure applying steel plate meshes according to claim 5, wherein: the side of closing plate (5) still installs little spring (4) that extend to in ground (1), the quantity of little spring (4) is many, many the even side of installing at closing plate (5) of little spring (4).

7. A concrete frame earthquake-resistant reinforcing structure applying steel plate nets according to any one of claims 1 to 6, wherein: the concrete frame is characterized in that the reinforcing seat (6) is provided with a mounting groove (62), and the concrete frame (7) is fixedly mounted in the mounting groove (62) through a fastening bolt (8).

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