CN211472916U

CN211472916U - Building anti-seismic support embedded in wall body design

Info

Publication number: CN211472916U
Application number: CN201921971978.7U
Authority: CN
Inventors: 郑少龙
Original assignee: Shanghai Xiangxuan Architectural Design Engineering Co ltd
Current assignee: Shanghai Xiangxuan Architectural Design Engineering Co ltd
Priority date: 2019-11-15
Filing date: 2019-11-15
Publication date: 2020-09-11
Anticipated expiration: 2029-11-15

Abstract

The utility model discloses a house antidetonation support for building embedded in wall body design, including first support column, fixed frame, first strengthening rib and second strengthening rib, the middle part outer wall welding of first support column has the compression column, the terminal outer lane cover of second support column is established and is installed the tighrening ring, fixed frame welding is at the inner wall of first support column, expanding spring's top welding has the connecting block, the top of connecting block is provided with the embedding strip, and the top welding of embedding strip has the horizontal pole, the surface at the second support column is installed respectively to first strengthening rib and second strengthening rib, and the outer wall middle part screw connection of first strengthening rib has the second strengthening rib. This kind of building is with embedded in house antidetonation support of wall body design, because of first support column and compression post constitution triangle-shaped structure, also because of triangle-shaped structure fastness is splendid for the bearing capacity of first support column is splendid, and during the embedding wall body, makes the holistic anti-seismic performance of device splendid.

Description

Building anti-seismic support embedded in wall body design

Technical Field

The utility model relates to a building correlation technique field specifically is an it is embedded in wall body design's house antidetonation support to construct.

Background

The earthquake-resistant support is an electromechanical engineering facility which limits the displacement of an attached electromechanical engineering facility, controls the vibration of the facility and transmits load to a bearing structure, and the building subjected to earthquake-resistant reinforcement is provided with various components or devices, such as water supply and drainage, fire control, heating, ventilation, air conditioning, gas, heat, power, communication and the like.

However, when an earthquake occurs at present, the existing concrete brick house is difficult to absorb energy transmitted from the earthquake because bricks and concrete lack plasticity, and when the ground shakes, the concrete brick house with higher floors is easy to break, thereby causing the accident of building collapse.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a house antidetonation support for building embedded in wall body design to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a house anti-seismic support embedded in a wall body for construction comprises a first support column, a fixed frame, a first reinforcing rib and a second reinforcing rib, wherein a compression-resistant column is welded on the outer wall of the middle of the first support column, a second support column is installed at the top end of the first support column, threaded holes are formed in the end surface of the second support column and the top end surface of the first support column, a threaded rod is installed inside each threaded hole, a fastening ring is sleeved outside the end of the second support column, the fixed frame is welded on the inner wall of the first support column, a telescopic spring is welded at the inner end of the fixed frame, a connecting block is welded at the top end of the telescopic spring, a movable rod is welded on the side wall of the connecting block, an embedding strip is arranged at the top end of the connecting block, a transverse rod is welded at the top end of the embedding strip, and the first reinforcing rib and the second reinforcing, and the middle part of the outer wall of the first reinforcing rib is in screw connection with a second reinforcing rib.

Preferably, the compression resistant columns are symmetrically arranged in two groups about a central axis of the first support column, and the first support column and the compression resistant column form a triangular structure.

Preferably, the tail end of the second support column is embedded into the top end of the first support column and connected with the first support column clamping groove, and the length of the second support column is smaller than that of the first support column.

Preferably, be threaded connection between tighrening ring and the second support column, and the inner wall of tighrening ring is the screw thread form setting with the outer wall of second support column to the end of tighrening ring closely laminates with the top of first support column.

Preferably, the top end of the movable rod penetrates through the side wall of the fixed frame, the side wall of the fixed frame is designed in a slotted mode, and the movable rod, the connecting block and the telescopic spring form a telescopic structure.

Preferably, the inner wall welding of first strengthening rib and second strengthening rib has the lug, and first strengthening rib and second strengthening rib constitute "X" type structure to the first end both ends of first strengthening rib and second strengthening rib are the design of trompil formula.

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

1. according to the house anti-seismic support embedded in the wall body design for the building, the first support column and the compression column form a triangular structure through the compression column, the firmness of the triangular structure is excellent, so that the bearing capacity of the first support column is excellent, and the first support column is embedded into the wall body, so that the overall anti-seismic performance of the device is excellent;

2. according to the house anti-seismic support embedded in the wall body design for the building, due to the arrangement of the second support column and the fastening ring, a user can conveniently disassemble and assemble the second support column and the first support column and can conveniently carry the anti-seismic support column, the situation that the support column is broken when the wall body is too high and is stressed again can be avoided, the fastening effect is realized on the joint between the second support column and the first support column under the mutual matching effect of the threads, and the overall firmness after the connection between the first support column and the second support column can also be improved;

3. this kind of building is with embedded in house antidetonation support of wall body design, through the setting of movable rod and fixed frame, at the in-process that promotes the movable rod, expanding spring takes place the deformation of different degrees because of receiving extruded pressure, the person of doing convenient to use is to the dismouting between horizontal pole and the second support column, it is whole not only the installation facility, anti-seismic performance is splendid, and under lug and mounting hole and screw complex effect, can be with firm in connection between strengthening rib and the second support column, firm performance between the multiplicable support column.

Drawings

FIG. 1 is a schematic view of the front view assembly of the present invention;

FIG. 2 is a schematic view of the front view split structure of the present invention;

FIG. 3 is a schematic view of the internal structure of the fixing frame of the present invention;

fig. 4 is an enlarged schematic view of a portion a of fig. 1 according to the present invention.

In the figure: first support column 1, compressive column 2, second support column 3, screw hole 4, threaded rod 5, tighrening ring 6, fixed frame 7, expanding spring 8, connecting block 9, movable rod 10, embedding strip 11, horizontal pole 12, first strengthening rib 13, second strengthening rib 14, lug 15.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the technical scheme in the utility model, all other embodiments that ordinary skilled person in the art obtained under the prerequisite of not making the creative work all belong to the scope of the utility model protection.

Referring to fig. 1 to 4, the present invention provides a technical solution: a house anti-seismic support embedded in a wall body for construction comprises a first support column 1, a fixed frame 7, a first reinforcing rib 13 and a second reinforcing rib 14, wherein a compression-resistant column 2 is welded on the outer wall of the middle of the first support column 1, the top end of the first support column 1 is provided with the second support column 3, the tail end surface of the second support column 3 and the top end surface of the first support column 1 are respectively provided with a threaded hole 4, a threaded rod 5 is arranged inside the threaded hole 4, the outer ring of the tail end of the second support column 3 is sleeved with a fastening ring 6, the fixed frame 7 is welded on the inner wall of the first support column 1, the inner tail end of the fixed frame 7 is welded with a telescopic spring 8, the top end of the telescopic spring 8 is welded with a connecting block 9, the side wall of the connecting block 9 is welded with a movable rod 10, the top end of the connecting block 9 is provided with an embedding strip 11, the top end of the embedding strip 11 is welded with, and a second reinforcing rib 14 is connected to the middle part of the outer wall of the first reinforcing rib 13 by a screw.

Further, the compression resistant column 2 has two sets of about the central axis symmetrical arrangement of first support column 1, and first support column 1 and compression resistant column 2 constitute the triangle-shaped structure, and is splendid because of triangle-shaped structural firmness for the bearing capacity of first support column 1 is splendid, and in the embedding wall body, makes the holistic anti-seismic performance of the device splendid.

Furthermore, the tail end of the second support column 3 is embedded into the top end of the first support column 1, the top end is connected with the clamping groove of the first support column 1, the length of the second support column 3 is smaller than that of the first support column 1, and a user can conveniently disassemble and assemble the second support column 3 and the first support column 1, and can conveniently carry the anti-seismic support column, so that the situation that the wall body is broken in the process of pressing the high-altitude support column can be avoided.

Further, be threaded connection between tighrening ring 6 and the second support column 3, and the inner wall of tighrening ring 6 and the outer wall of second support column 3 are the screw thread form setting, and the end of tighrening ring 6 closely laminates with the top of first support column 1, under the effect of mutually supporting between the screw thread, has the effect of fastening to the junction between second support column 3 and the first support column 1, also can increase the holistic firm performance in back of connecting between first support column 1 and the second support column 3.

Further, the top of movable rod 10 runs through the lateral wall of fixed frame 7, and the lateral wall of fixed frame 7 is the slot type design to movable rod 10, connecting block 9 and expanding spring 8 constitute extending structure, at the in-process that promotes movable rod 10, expanding spring 8 takes place the deformation of different degrees because of receiving extruded pressure, and convenient to use person of doing is to the dismouting between horizontal pole 12 and the second support column 3, and whole not only installation is convenient, and anti-seismic performance is splendid.

Further, the inner wall welding of first strengthening rib 13 and second strengthening rib 14 has lug 15, and first strengthening rib 13 and second strengthening rib 14 constitute "X" type structure to the first end both ends of first strengthening rib 13 and second strengthening rib 14 are trompil formula design, under lug 15 and mounting hole and screw complex effect, can be with firm in connection between strengthening rib and the second support column 3, firm performance between the multiplicable support column.

The working principle is as follows: firstly embedding a first support column 1 into a slot hole of a wall body, then embedding the tail end of a second support column 3 into the top end of the first support column 1 until a mounting hole formed on the top end surface of the first support column 1 is coincident with a mounting hole formed on the tail end surface of the second support column 3, then embedding a screw into the mounting hole and screwing the screw in a rotating manner, or pre-installing the first support column 1 and the second support column 3, then rotating a fastening ring 6 clockwise, at the moment, under the mutual matching action of threads, rotating the tail end of the fastening ring 6 to a position closely and tightly jointed with the top end of the first support column 1, then embedding an embedding strip 11 at one end of a cross rod 12 into a fixed frame 7, then extruding an embedding strip 11 embedded into the cross rod 12 into the fixed frame 7, at the moment, an expansion spring 8 inside the fixed frame 7 is in a contraction state, and then embedding a embedding strip 11 at the other end of the cross rod 12 into another fixed frame 7, meanwhile, the installed cross rod 12 and the second support column 3 are firmly connected through screws, finally, the convex blocks 15 on the inner walls of the first reinforcing rib 13 and the second reinforcing rib 14 are completely embedded into the slotted holes formed in the surface of the second support column 3, the reinforcing ribs and the second support column 3 are firmly connected through screws, the reinforcing ribs are firmly connected through screws, and the anti-seismic support can be assembled.

It will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides an embedded house antidetonation support in wall body design for building, includes first support column (1), fixed frame (7), first strengthening rib (13) and second strengthening rib (14), its characterized in that: the middle outer wall welding of the first supporting column (1) is provided with a compression column (2), the top end of the first supporting column (1) is provided with a second supporting column (3), the end surface of the second supporting column (3) and the top end surface of the first supporting column (1) are respectively provided with a threaded hole (4), a threaded rod (5) is arranged inside the threaded hole (4), the outer end of the second supporting column (3) is sleeved with a fastening ring (6), the fixing frame (7) is welded on the inner wall of the first supporting column (1), the inner end of the fixing frame (7) is welded with a telescopic spring (8), the top end of the telescopic spring (8) is welded with a connecting block (9), the side wall of the connecting block (9) is welded with a movable rod (10), the top end of the connecting block (9) is provided with an embedding strip (11), and the top end of the embedding strip (11) is welded with a transverse rod, the first reinforcing rib (13) and the second reinforcing rib (14) are respectively installed on the surface of the second supporting column (3), and the second reinforcing rib (14) is connected to the middle of the outer wall of the first reinforcing rib (13) through screws.

2. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the compression resistant columns (2) are symmetrically arranged in two groups about the central axis of the first supporting column (1), and the first supporting column (1) and the compression resistant columns (2) form a triangular structure.

3. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the tail end of the second supporting column (3) is embedded into the top end of the first supporting column (1) and is connected with the clamping groove of the first supporting column (1), and the length of the second supporting column (3) is smaller than that of the first supporting column (1).

4. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: be threaded connection between tighrening ring (6) and second support column (3), and the inner wall of tighrening ring (6) is the screw thread form setting with the outer wall of second support column (3) to the end of tighrening ring (6) closely laminates with the top of first support column (1).

5. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the top of movable rod (10) runs through the lateral wall of fixed frame (7), and the lateral wall of fixed frame (7) is the slotted design to movable rod (10), connecting block (9) and expanding spring (8) constitute extending structure.

6. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the inner wall welding of first strengthening rib (13) and second strengthening rib (14) has lug (15), and first strengthening rib (13) and second strengthening rib (14) constitute "X" type structure to the head and the end both ends of first strengthening rib (13) and second strengthening rib (14) are trompil formula design.