CN213712097U

CN213712097U - Effectual antidetonation of antidetonation hangs support

Info

Publication number: CN213712097U
Application number: CN202022291525.9U
Authority: CN
Inventors: 王伟
Original assignee: Jiangsu Anqiao Construction Technology Co ltd
Current assignee: Jiangsu Anqiao Construction Technology Co ltd
Priority date: 2020-10-14
Filing date: 2020-10-14
Publication date: 2021-07-16
Anticipated expiration: 2030-10-14

Abstract

The utility model relates to an anti-seismic hanging bracket with good anti-seismic effect, which comprises a supporting cross bar arranged in parallel with a building and a P-shaped pipe clamp arranged on the supporting cross bar, wherein the supporting cross bar is provided with a plurality of perforated channel steels detachably connected with the building, and the P-shaped pipe clamp is positioned at the central position of the perforated channel steels; the P type pipe clamp inner wall is equipped with first shock attenuation buffer layer, and this setting is compared prior art antidetonation effect better, can protect the pipeline in the P type pipe clamp better to can solve the problem that equipment drops better.

Description

Effectual antidetonation of antidetonation hangs support

Technical Field

The utility model relates to an antidetonation technical field, concretely relates to effectual antidetonation of antidetonation hangs support.

Background

The anti-seismic support is firmly connected with a building structure body, is an important anti-seismic measure for effectively protecting electromechanical equipment and pipelines, avoids casualties or property loss in the building, and prolongs the time for the personnel in the building to safely escape from the building.

Although the types and the number of the existing anti-seismic supports are very large, the existing anti-seismic supports still have certain problems, certain inconvenience is brought to the use of the anti-seismic supports, and particularly the anti-seismic effect is not ideal when the anti-seismic supports are used.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an effectual antidetonation of combatting earthquake hangs support to the above-mentioned problem that exists among the prior art.

In order to realize the purpose of the utility model, the utility model adopts the following technical scheme: an anti-seismic hanging support with a good anti-seismic effect comprises a supporting cross bar and a P-shaped pipe clamp, wherein the supporting cross bar is arranged in parallel with a building, the P-shaped pipe clamp is arranged on the supporting cross bar, a plurality of perforated channel steel detachably connected with the building are arranged on the supporting cross bar, and the P-shaped pipe clamp is positioned in the center of the perforated channel steel; a first damping buffer layer is arranged on the inner wall of the P-shaped pipe clamp.

The working principle and the beneficial effects are as follows: during the use, especially when the earthquake takes place, the building receives the influence of earthquake wave and can produce and rock, can fix the support horizontal pole on the building effectively through a plurality of foraminiferous channel-section steels, and the first shock attenuation buffer layer of P type pipe clamp internal surface can increase and the frictional force between the articles such as pipeline, reduces the pipeline and deviate from and play absorbing effect simultaneously, compares that prior art's the shock attenuation effect of the bracing piece of only vertical connection is better, can effectively prevent droing of pipeline.

Furthermore, at least two oblique connecting rods are further arranged between the supporting cross rod and the building, and the oblique connecting rods are symmetrically arranged by taking the P-shaped pipe clamp as a center. This setting can further promote the stability of supporting the horizontal pole through at least two oblique connecting rods.

Furthermore, each oblique connecting rod is obliquely arranged with the supporting cross rod, one end of each oblique connecting rod is rotatably connected with the supporting cross rod, and the other end of each oblique connecting rod is rotatably connected with the building. This setting is compared and is adopted the mode of hard joint, can allow building and support to have certain relative movement between the horizontal pole when the earthquake, and oblique connecting rod accessible rotation swing reduces the vibrational force, especially can bear the power of certain degree and the same direction of its installation direction when oblique connecting rod, for example the power of horizontal direction, also be earthquake transverse wave exactly, the cooperation of the foraminiferous channel-section steel of oblique connecting rod and vertical setting can realize that this support bears the earthquake transverse wave and the longitudinal wave of certain direction.

Furthermore, each inclined connecting rod and the supporting cross rod are arranged at an angle of 45 degrees. According to the arrangement, when the inclined connecting rod and the supporting cross rod are arranged at an angle of 45 degrees through calculation, the supporting effect is the best.

Furthermore, the two perforated channel steels are respectively provided with an anti-seismic connecting rod, one end of each anti-seismic connecting rod is rotatably connected with the perforated channel steel, and the other end of each anti-seismic connecting rod is rotatably connected with the building. This setting, through further increase the antidetonation connecting rod, it is unanimous with oblique connecting rod's shock attenuation principle, can bear earthquake's transverse wave in another direction to improve the whole shock resistance of this support.

Furthermore, the installation direction of the inclined connecting rod is perpendicular to the installation direction of the anti-seismic connecting rod. According to the arrangement, when the support is influenced by seismic waves, the horizontal and vertical vibration can be reduced, the influence on equipment in the P-type pipe clamp is greatly reduced, and the falling of the equipment is reduced.

Furthermore, the anti-seismic connecting rod and the channel steel with the holes are obliquely arranged. The function of the connecting rod is the same as that of the inclined connecting rod, and the angle is consistent.

Furthermore, the building bottom is equipped with a plurality of connection bases, every be equipped with the mounting hole on the connection base, and every connection base all is fixed in on the building through the connecting piece. The support has the advantages that the support can be conveniently used for mounting each part on the cross rod, the expansibility is good, and the support is more convenient to disassemble and assemble.

Furthermore, a second shock absorption buffer layer is arranged on the upper surface of the supporting cross rod. This setting, the first shock attenuation buffer layer of cooperation can carry out better shock attenuation effect to the equipment in the P type pipe clamp to the condition of droing that further reduces equipment takes place.

Furthermore, each steel channel with holes is fixedly connected with the supporting cross rod through an angle fitting.

Drawings

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

fig. 2 is a top view of the present invention with the building removed.

In the figure, 1, a building; 2. a support rail; 3. channel steel with holes; 4. a P-shaped pipe clamp; 5. connecting a base; 6. an oblique connecting rod; 7. a shock-resistant connecting rod; 8. a pressure sensor; 9. an expansion bolt; 10. a corner fitting; 21. a second shock absorbing buffer layer; 41. the first shock attenuation buffer layer.

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 embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.

It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in a generic and descriptive sense only and not for purposes of limitation, as the terms are used in the description to indicate that the referenced device or element must have the specified orientation, be constructed and operated in the specified orientation, and not for the purpose of limitation.

As shown in fig. 1-2, the earthquake-resistant hanging bracket with good earthquake-resistant effect comprises a supporting cross bar 2 arranged in parallel with a building 1 and a P-shaped pipe clamp 4 arranged on the supporting cross bar 2, wherein the supporting cross bar 2 is provided with a plurality of perforated channel steel 3 detachably connected with the building 1, the P-shaped pipe clamp 4 is positioned at the center of the perforated channel steel 3, common water pipes or other pipelines and other equipment can be installed in the P-shaped pipe clamp 4, the perforated channel steel 3 is not only provided with holes for installation, but also is internally provided with sawteeth, so that the anti-twisting force of the perforated channel steel can be further increased, and the overall strength of the perforated channel steel is improved.

In this embodiment, install a plurality of connection bases 5, every through expansion bolts 9 on the building 1 connect and be equipped with the mounting hole on the base 5, wherein foraminiferous channel-section steel 3 passes through fasteners such as screw and installs on connecting the base 5, and the bottom of foraminiferous channel-section steel 3 is passed through angle accessory 10 and is direct fixed with support horizontal pole 2 to fix on building 1, when needing to dismantle, directly pull down the screw can, easy dismounting, and connect base 5 still on building 1, do not influence the installation next time, can remove the location of installation next time from, convenient operation.

Specifically, a first shock absorption buffer layer 41 is arranged on the inner wall of the P-shaped pipe clamp 4, and a second shock absorption buffer layer 21 is arranged on the upper surface of the supporting cross rod. This setting, second shock attenuation buffer layer 21 cooperates first shock attenuation buffer layer 41 can carry out better shock attenuation effect to the equipment in P type pipe clamp 4 to further reduce the condition of coming off of equipment and take place, two shock attenuation buffer layers are common silica gel, rubber, sponge etc. and make in this embodiment, can select according to actual conditions, and thickness also can be selected according to actual conditions, thereby reach best shock attenuation and anti-drop effect.

Specifically, at least two oblique connecting rods 6 are further arranged between the supporting cross rod 2 and the building 1, and the oblique connecting rods 6 are symmetrically arranged by taking the P-shaped pipe clamps 4 as centers. With this arrangement, the stability of the support rail 2 can be further improved by means of at least two oblique connecting rods 6. Each inclined connecting rod 6 is also arranged on the connecting base 5 through nuts and screws, and a fixed base with a structure similar to that of the connecting base 5 is also arranged on the supporting cross rod 2.

Specifically, each oblique connecting rod 6 is the slope setting with supporting

horizontal pole

2, and 6 one end of every oblique connecting rod and supporting horizontal pole 2 swivelling joint, the other end and building 1 swivelling joint. This setting is compared and is adopted the mode of hard joint, can allow building 1 and support to have certain relative movement between the horizontal pole 2 when the earthquake, and the rotatory swing of oblique connecting rod 6 accessible reduces the vibrational force, especially can bear the power of certain degree and its installation direction same direction when oblique connecting rod 6, for example the power of horizontal direction, also be earthquake transverse wave promptly, and oblique connecting rod 6 cooperates with the foraminiferous channel-section steel 3 of vertical setting, can realize that this support bears the earthquake transverse wave and the longitudinal wave of certain direction.

Specifically, each inclined connecting rod 6 and the support cross rod 2 are arranged at an angle of 45 degrees. According to the arrangement, when the inclined connecting rod 6 and the supporting cross rod 2 are arranged at an angle of 45 degrees through calculation, the supporting effect is the best.

Specifically, two foraminiferous channel-section steels 3 are gone up equally and are respectively equipped with an antidetonation connecting rod 7, every antidetonation connecting rod 7 one end and foraminiferous channel-section steel 3 swivelling joint, the other end and building 1 swivelling joint. This setting, through further increase antidetonation connecting rod 7, unanimous with oblique connecting rod 6's shock attenuation principle, can bear earthquake's transverse wave in another direction to improve the whole shock resistance of this support.

Specifically, the installation direction of the inclined connecting rod 6 is perpendicular to the installation direction of the anti-seismic connecting rod 7. By the arrangement, when the support is influenced by seismic waves, horizontal and vertical vibration can be reduced, the influence on equipment in the P-shaped pipe clamp 4 is greatly reduced, and the falling of the equipment is reduced.

Specifically, the anti-seismic connecting rod 7 and the channel steel 3 with the holes are obliquely arranged. The function is the same as that of the oblique connecting rod 6, and the angle is the same.

Preferably, the shock-proof connecting rod 7 and the inclined connecting rod 6 can also be made of common gas struts or spring rods, so that better shock absorption effect can be achieved.

Preferably, can also be at foraminiferous channel-section steel 3, support horizontal pole 2, common pressure sensor 8 of wall mounting in P type pipe clamp 4, through pressure sensor 8 and external wireless communication connection or set up the storage device that can save data, so that can save data after the earthquake interrupt communication, make things convenient for the later stage to overhaul to look over data, the pressure that receives when detecting the earthquake, thereby follow-up optimization of help and improvement, can also long-range judgement foraminiferous channel-section steel 3, support horizontal pole 2, whether damage takes place for P type pipe clamp 4, thereby maintain fast after the earthquake, the potential safety hazard is reduced.

The part of the utility model which is not described in detail is the prior art, so the utility model does not detail the part.

It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.

Although the terms building 1, support rail 2, perforated channel 3, P-clamp 4, connection base 5, diagonal connection bar 6, seismic connection bar 7, pressure sensor 8, second shock absorber 21, first shock absorber 41, etc. are used more herein, the possibility of using other terms is not excluded. These terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.

The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.

Claims

1. An anti-seismic hanging support with a good anti-seismic effect is characterized by comprising a supporting cross bar and a P-shaped pipe clamp, wherein the supporting cross bar is arranged in parallel with a building, the P-shaped pipe clamp is arranged on the supporting cross bar, a plurality of perforated channel steel detachably connected with the building are arranged on the supporting cross bar, and the P-shaped pipe clamp is positioned in the center of the perforated channel steel; a first damping buffer layer is arranged on the inner wall of the P-shaped pipe clamp.

2. An earthquake-proof hanging bracket with good earthquake-proof effect as claimed in claim 1, wherein at least two inclined connecting rods are further arranged between the supporting cross rod and the building, and the inclined connecting rods are symmetrically arranged by taking the P-shaped pipe clamp as a center.

3. An earthquake-proof hanging bracket with good earthquake-proof effect as claimed in claim 2, wherein each of the inclined connecting rods is obliquely arranged with the supporting cross rod, one end of each inclined connecting rod is rotatably connected with the supporting cross rod, and the other end is rotatably connected with the building.

4. An earthquake-resistant hanging bracket with a good earthquake-resistant effect as claimed in claim 3, wherein each inclined connecting rod and the supporting cross rod are arranged at an angle of 45 degrees.

5. An earthquake-proof hanging bracket with a good earthquake-proof effect according to claim 4, wherein the two steel channels with holes are respectively provided with an earthquake-proof connecting rod, one end of each earthquake-proof connecting rod is rotatably connected with the steel channel with holes, and the other end of each earthquake-proof connecting rod is rotatably connected with a building.

6. An earthquake-proof hanging bracket with good earthquake-proof effect as claimed in claim 5, wherein the installation direction of the oblique connecting rod is perpendicular to that of the earthquake-proof connecting rod.

7. An anti-seismic hanging bracket with a good anti-seismic effect according to claim 5, characterized in that the anti-seismic connecting rod and the channel steel with the hole are obliquely arranged.

8. An earthquake-proof hanging bracket with good earthquake-proof effect as claimed in any one of claims 1 to 7, wherein the bottom of the building is provided with a plurality of connecting bases, each connecting base is provided with a mounting hole, and each connecting base is fixed on the building through a connecting piece.

9. An earthquake-proof hanging bracket with good earthquake-proof effect as claimed in claim 8, wherein a second shock absorption buffer layer is arranged on the upper surface of the supporting cross bar.

10. An earthquake-proof hanging bracket with a good earthquake-proof effect as claimed in any one of claims 1 to 7, wherein each of the channel steel with holes is fixedly connected with a supporting cross bar through an angle fitting.