KR20220031887A - Seismic-resistant hanger of radial shape flow type - Google Patents

Abstract

The present invention relates to a radial floating type earthquake-proof hanger and, more specifically, to a radial floating type earthquake-proof hanger capable of providing earthquake-proof performance that minimizes damage and destruction of equipment caused by an earthquake (vibration) by excellent absorption, reduction, and extinction of vibration by showing a flow action in all directions in response to the vibration transmitted during an earthquake. The present invention comprises: a fastening means bound and fixed to a steel structure; a full threaded bolt disposed below the fastening means to secure an installation space for equipment; a fixing means for binding and supporting the equipment in a state of being installed at the lower end of the full threaded bolt; and a flow means for absorbing, reducing, and extinguishing vibration so that the vibration is not transmitted to the fixing means by a radial flow action in all directions in response to the vibration at the time of an earthquake, in a state of being provided between the fastening means and the full threaded bolt.

Description

Radial flow type internal travel {SEISMIC-RESISTANT HANGER OF RADIAL SHAPE FLOW TYPE}

The present invention relates to radial flow-type internal running, and more particularly, by exhibiting flow action in front, back, left, right, and all directions in response to vibration transmitted when an earthquake occurs, excellent absorption, reduction, and extinction of vibration, due to earthquake (vibration) It is related to a radial flow-resistant jogger that can exhibit seismic performance that minimizes damage and breakage of a facility.

Natural disaster refers to damage caused by typhoon, flood, heavy rain, storm, tsunami, heavy snow, drought, earthquake, or other natural phenomena equivalent thereto. ), the strong vibration of the ground causes the collapse of buildings and damage to human life.

In other words, any type of building exhibits stress when a strong vibration is transmitted, and may collapse when the critical stress is exceeded.

In addition, earthquakes are a subject of great fear to mankind because the degree of damage is greatly increased when they occur due to uncertainty of prediction and urban concentration of population and facilities.

Accordingly, based on the 「Building Seismic Design Standards」 established by the Ministry of Land, Infrastructure and Transport on March 14, 2019, seismic design was made mandatory to prepare for earthquakes. The key is how to distribute the force to each structural member for the destructive action.

In relation to this, in the construction of industrial facilities or apartment houses, electrical, communication, and air conditioning facilities, as well as various piping (wire piping, water piping, city gas piping, ventilation ducts, etc.) and cables (communication cables, power cables, etc.) related to water facilities is placed close to the ceiling using trays (tray / cable tray, hi-tech tray, raceway, etc.) or clamp (clamp / pipe clamp, etc.) Arranged and arranged, the tray and clamp can respond to earthquake (vibration) through traction installation using a vibration isolation hanger that absorbs, reduces, and eliminates vibration.

Here, FIG. 1 is a device configuration diagram showing the configuration relationship of a clamp-integrated inner running gir according to the prior art, and as shown in FIG. A clamp 910 for fixing (S) to the fixing member 911, a computerized bolt 920 formed to a predetermined length and coupled to a lower portion of the clamp 910, and a lower portion of the computerized bolt 920 A hanger body 930 coupled to and provided to fix various facilities P such as pipes or ducts, coupled to the inside of the hanger body 930 and absorbing vibration, the vibration is transmitted to the facility P It includes a vibration-proof spring 940 provided to minimize.

According to the prior art, when an earthquake occurs, the vibration transmitted from the steel structure (S) to the hanger body (930) via the clamp (910) and the computer bolt (920) is buffered up and down by the vibration-proof spring (940), so that the It is possible to minimize the seismic force (vibration) transmitted to the hanger body (930).

However, as described above, since only the vertical cushioning action of the clamp 910 by the vibration-proof spring 950 is possible, it cannot respond to vibrations transmitted in various ways in the horizontal direction. In other words, it is impossible to perform a radial flow action for absorbing, reducing, and extinguishing vibration transmitted in the horizontal direction of front, back, left, and right instead of in the vertical direction. come.

In the end, there is an urgent need for functionally improved R&D of anti-progression resistance that can maximize seismic efficiency through radial flow action to more perfectly respond to earthquakes that cause irregular vibrations that are difficult to predict.

Republic of Korea Patent Publication No. 10-2010-0022881 (published on March 3, 2010) Republic of Korea Patent Publication No. 10-2017-0079105 (published on Jul. 10, 2017) Republic of Korea Patent Registration No. 10-1687663 (Registered on December 13, 2016)

It is an object of the present invention to solve the above problems, and according to the combination of components in which structural improvement is achieved in a form optimized for various installation environments such as steel structures and ceilings of industrial facilities or apartment houses, installation of In addition to robustness and convenience, it is intended to provide a radial flow-resistant hanger that can greatly improve the durability of the product.

Another object of the present invention is to provide a functional improvement type flow means that exhibits an organic flow action in both left and right directions in addition to the front and rear directions in response to vibrations during earthquake occurrence, so that any vibration transmitted from various fields in an irregular and anomalous pattern is provided. Even if it is, it is to provide a radial flow-resistant walker that can absorb, reduce, and annihilate more completely, and that damage and breakage of equipment can be remarkably suppressed according to such action.

The problems to be solved of the present invention are not limited to those mentioned above, and other problems not mentioned will be clearly understood by those skilled in the art from the following description.

According to one aspect of the present invention for achieving the objects and other features of the present invention, the fastening means is fixed to the steel structure; a computerized bolt disposed on the lower side of the fastening means to secure an installation space of the facility; Fixing means for binding and supporting the equipment in a state mounted on the lower end of the computer bolt; And, in a state provided and coupled between the fastening means and the computerized bolt, a flow means for absorbing, reducing, and extinguishing vibration so that the vibration is not transmitted to the fixing means by a radial flow action of forward, backward, left and right in response to vibration during an earthquake. It is characterized in that it contains;

In addition, the fastening means, a one-way open-type receiving space for accommodating a part or the whole of the steel structure from one side is provided on the inside of the "C"-shaped clamp body, and the upper part of the clamp body vertically penetrating the state, the screw It is composed of a clamp bolt that maintains a fastening state in which the clamp body is prevented from falling off through the pressurization of the steel structure according to the tightening method. And, at the lower end of the clamp bolt, a wedge is formed to increase the compression force at the time of pressing the steel structure to maintain a close contact between the clamp body and the steel structure.

In addition, the flow means, in a state of being hinged to the lower part of the clamp body, an upper hinge link that rotates in both left and right directions in response to vibration during an earthquake, and a state hinged to the lower part of the upper hinge link, when an earthquake occurs A lower hinge link rotating in both front and rear directions in response to the vibration of a, an upper hinge bolt for hinge coupling between the clamp body and the upper hinge link, and a lower hinge for hinge coupling between the upper hinge link and the lower hinge link It consists of bolts.

In addition, as the fastening means has a predetermined length that protrudes downwardly while vertically penetrating one side of the clamp body, a long bolt capable of additional binding of other equipment is further configured.

In addition, the upper hinge link includes a bottom portion to which the computational bolt is fastened, a plurality of first bent portions bent vertically upward from the front and rear sides of the bottom portion, and hingedly coupled to a lower portion of the clamp body; The bottom part is bent vertically from left and right sides to both sides, and a plurality of second bent parts to which the lower hinge link is hinged are formed, the length of the second bent part is made shorter than the first bent part, and the lower hinge link is linked to the lower side of the upper hinge link, and forms a bidirectional rotational motion based on the linked part.

On the other hand, the fastening means fixed to the steel structure; a computerized bolt disposed below the fastening means to secure an installation space of the facility; Fixing means for binding and supporting the equipment in a state mounted on the lower end of the computer bolt; And, a flow means for absorbing, reducing, and extinguishing the vibration so that the vibration is not transmitted to the fixing means by a radial flow action of forward, backward, left and right in response to vibration during an earthquake in a state provided and coupled between the fastening means and the computerized bolt Including, but the fastening means, a one-way open-type receiving space for accommodating a part or the whole of the steel structure on one side is provided on the inside of the "C"-shaped clamp body and the clamp body so that the fastening state is maintained Consisting of a clamp bolt, the inner edge portion of the receiving space is formed with tooth protrusions pressed to the steel structure continuously, and a wedge is formed at the lower end of the clamp bolt to maintain a close contact between the clamp body and the steel structure, , The flow means is coupled to vertically penetrate the lower part of the clamp body, and a round head bolt that rotates in multiple directions in response to vibrations when an earthquake occurs, and the round head bolt and the computerized bolt for mutual joint coupling It is composed of a connecting nut, and the head part of the upper side of the round head bolt has a shape of either a spherical shape or a hemispherical shape with a round lower surface to enable multi-directional rotation action in response to vibration while being supported on the lower bottom surface of the clamp body. It features a room.

On the other hand, the fastening means fixed to the ceiling; a computerized bolt disposed below the fastening means to secure an installation space of the facility; Fixing means for binding and supporting the equipment in a state mounted on the lower end of the computer bolt; And, in a state provided and coupled between the fastening means and the computerized bolt, the vibration is absorbed, reduced, and extinguished so that the vibration is not transmitted to the fixing means by the radial flow action of front and back and left and right in response to the vibration when an earthquake occurs. Including a flow means, wherein the fastening means, the binding bolt is inserted into the interior of the ceiling, and the binding bolt is bound to the ceiling as it is pressed into the inner surface of the hole through a shape change by an external force applied to surround the binding bolt Consisting of an extension sleeve, the flow means includes a top link integrally assembled with the lower end of the fastening means, and an upper portion that is hinged to the top link and rotates in both left and right directions in response to vibrations during earthquakes A hinge link, a lower hinge link that is hinged to the lower portion of the upper hinge link and rotates in both front and rear directions in response to vibrations during earthquakes, and an upper hinge bolt for hinge coupling between the top link and the upper hinge link; , characterized in that it is composed of a lower hinge bolt for hinge coupling between the upper hinge link and the lower hinge link.

In addition, the fixing means is any one of a pipe clamp for binding of a round tube body, a duct clamp for binding a square tube body, and a mount for mounting a cable tray for laying a bundle of cables side by side.

As can be clearly seen from the above description, the radial flow-type inner running girder of the present invention responds to vibrations between the fastening means fixed to the steel structure or the ceiling and the computerized bolts disposed below the steel structure or the ceiling. Excellent absorption, reduction, and extinction of any vibration transmitted in an unpredictable pattern by the flow means is possible, thereby bringing the effect of improving the seismic performance of preventing damage and breakage of equipment to the maximum.

Accordingly, even in Korea, where the frequency of one-off earthquakes outside the predicted range is gradually increasing, seismic reinforcement is being actively carried out centering on existing school facilities and government buildings, and the scope is gradually expanding. It is a very useful invention that can greatly contribute to the development and revitalization of the construction industry related to the installation and construction of water facilities, as well as electrical, communication, and air-conditioning facilities when constructing industrial facilities or apartment houses.

1 is a device configuration diagram showing a configuration relationship of a clamp-integrated inner running girder according to the prior art.
2 to 4 are a perspective view, an exploded perspective view, and a cross-sectional view showing the configuration relationship of the radial flow-type inner walking gir according to the first embodiment of the present invention.
5 (a) (b) (c) is an exemplary configuration diagram showing various embodiments of the fixing means in the radial flow-type inner running according to the present invention.
Figure 6 is an exploded perspective view showing the configuration of the flow means in the radial flow type inner walking according to the present invention.
7 (a) (b) is an operation example showing the left and right and front and rear flow relationship of the flow means in the radial flow type inner walking according to the first embodiment of the present invention.
Figure 8 is a perspective view showing the relationship of the formation of the upper hinge link of the flow means in the radial flow type inner walking according to the present invention.
9 is a perspective view showing a configuration relationship of a radial flow-type inner walking gir according to a second embodiment of the present invention.
Figure 10 (a) (b) is an operation example showing the left and right and front and rear flow relationship of the flow means in the radial flow type inner walking according to the second embodiment of the present invention.
11 is a perspective view showing a configuration relationship of a radial flow-type inner walking gir according to a third embodiment of the present invention.
Figure 12 (a) (b) is an operation example showing the left and right and front and rear flow relationship of the flow means in the radial flow type inner walking according to the third embodiment of the present invention.
13 is a device configuration diagram showing the configuration relationship of a radial flow-type inner walking gir according to a fourth embodiment of the present invention.
14A to 17 are diagrams in use showing the installation relationship of the radial flow-type inner running girder according to the first, second, and third embodiments of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those of ordinary skill in the art can easily practice the present invention.

First of all, it should be noted that in adding reference numerals to the components of the drawings, the same components are given the same reference numerals as much as possible even though they are indicated in different drawings. In addition, in the description of the present invention, if it is determined that a detailed description of a related known configuration or function may obscure the gist of the present invention, the detailed description thereof will be omitted.

2 to 4 of the accompanying drawings are a perspective view, an exploded perspective view, and a cross-sectional view showing the configuration relationship of a radial flow-type inner walking girder according to the first embodiment of the present invention, and Figs. 5 (a) (b) (c) are in the present invention It is an exemplary configuration diagram showing various embodiments of the fixing means in the radial flow internal progression according to the present invention, Figure 6 is an exploded perspective view showing the configuration relationship of the flow means in the radial flow internal progression according to the present invention, Figure 7 (a) ( b) is an operation example showing the left and right and front and rear flow relationships of the flow means in the radial flow internal progression according to the first embodiment of the present invention, and FIG. 8 is an upper portion of the flow means in the radial flow internal progression according to the present invention. It is a perspective view showing the formation relationship of the hinge link, Figure 9 is a perspective view showing the configuration relationship of the radial flow-type inner running girder according to the second embodiment of the present invention, Figure 10 (a) (b) is a second embodiment of the present invention It is an operation exemplary diagram showing the left and right and front and rear flow relationships of the flow means in the radial flow inner walking according to , and FIG. a) (b) is an operation example showing the relationship between the left and right and front and rear flow of the flow means in the radial flow type inner travel according to the third embodiment of the present invention, and FIG. 13 is the radial flow type according to the fourth embodiment of the present invention. It is a device configuration diagram showing the configuration relationship of inner progress.

As shown in Figures 2 to 4, the radial flow-type inner running girder (A) according to the first embodiment of the present invention, H-beam (H-beam) · I-beam (I-beam) · C-beam steel structure鐵骨構造物, a fastening means (1) fixedly fixed to the steel-frame structure, and a computerized bolt (2) disposed below the fastening means (1) to secure an installation space for facilities such as pipes and trays, and , A fixing means (3) for bindingly supporting the facility in a state of being installed at the lower end of the computerized bolt (2), and the fastening means (1) and the computerized bolt (2) in a state provided and coupled between the computerized bolt (2) when an earthquake occurs It includes a flow means (4) that absorbs, reduces, and extinguishes the vibration so that the vibration is not transmitted to the fixing means (3) by a radial flow action of forward, backward, left and right in response to the vibration. .

The fastening means (1), including the flow means (4), is for hanging and fixing the computerized bolts (2) and the fixing means (3) to the steel structure, and it is possible to capture a part or the whole of the steel structure from one side. As a "C"-shaped clamp, a clamp body 11 having a one-way open receiving space 111 provided inside, and a steel structure according to a screw tightening method in a state where the upper side of the clamp body 11 is vertically penetrated It is composed of a clamp bolt (12) that maintains a tight fastening state that prevents the clamp body (11) from falling off through pressurization of the clamp bolt (12).

In the inner edge portion of the receiving space 111 of the clamp body 11, the tooth protrusions 112 in a jagged shape that are strongly pressed against the steel structure are continuously formed.

At the lower end of the clamp bolt 12, a wedge 121 is formed to increase the compression force when pressing the steel structure to maintain a firm adhesion between the clamp body 11 and the steel structure.

The computerized bolt (2) is for securing the facility space to the lower side close to the steel structure, has a certain length for the separation of the fixing means (3) from the steel structure, and other components (fixing means, flow means) and Threads necessary for coupling are formed throughout.

The fixing means 3 is for supporting the binding of the equipment installed in the vicinity of the lower side of the steel structure, and may be configured in various forms according to various facilities as described above, FIG. 5 (a) (b) ( As shown in c), it is a pipe clamp of a round tube body such as electric wire pipe, city gas pipe, water pipe, etc., a duct clamp of a square pipe body such as a ventilation duct, or a bundle of communication cables It may be a cradle for seating various trays (cable tray, hi-tech tray, raceway, etc.) for laying them side by side.

The flow means (4) is for absorbing, reducing, and extinguishing vibrations so that vibrations at the time of an earthquake are not transmitted to the fixing means (3) and facilities bound thereto, and the fastening means (1) and the computerized bolts (2) As a multi-directional articulation type joint connector while connecting, as shown in FIGS. 6 and 7 (a) (b), the clamp body 11 of the fastening means 1 is hinged to the lower part. The upper hinge link 41, which rotates in both left and right directions in response to vibration during an earthquake, and the upper hinge link 41, which is hinged to the lower part of the upper hinge link 41, rotates in both front and rear directions in response to vibration in an earthquake. Between the lower hinge link 42, the upper hinge bolt 43 for hinge coupling between the clamp body 11 and the upper hinge link 41, and the upper hinge link 41 and the lower hinge link 42 It is composed of a lower hinge bolt 44 for hinge coupling.

The upper hinge link 41 and the lower hinge link 42 form a shape determined by a bending process by a press, of which the upper hinge link 41 is, as shown in FIG. , the bottom portion 411 to which the computational bolt 2 is fastened, and a plurality of first bent vertically upwards from the front and rear sides of the bottom portion 411 and hinged to the lower portion of the clamp body 11 . The bent portion 412 and the plurality of second bent portions 413 bent vertically from left and right to both sides of the bottom portion 411 and to which the lower hinge link 42 is hinged are formed.

Here, as the length of the second bent part 412 is formed shorter than that of the first bent part 412, the lower hinge link 42 to the lower side of the upper hinge link 41 can be coupled, and accordingly, the upper part Rotational movement of the lower hinge link 42 based on the lower portion of the hinge link 41 is possible.

On the other hand, the purpose and action of the present invention is the same as the radial flow-type inner traveler of the present invention, but the configuration can be variously modified. As shown in 9, the fastening means (1-1) fixed to the steel structure, and the computerized bolt (2) disposed below the fastening means (1-1) to secure the installation space of the facility, , a fixing means (3) for binding and supporting the equipment in a state of being installed at the lower end of the computerized bolt (2), and the earthquake in a state provided and coupled between the fastening means (1-1) and the computerized bolt (2) A flow means (4) that absorbs, reduces, and extinguishes the vibration so that the vibration is not transmitted to the fixing means (3) by the radial flow action of front, back, left and right in response to the vibration at the time of occurrence,

The fastening means (1-1) is a "C"-shaped clamp capable of capturing a part or the whole of the steel structure from one side, and is of a one-way open type, similar to the radial flow-type inner traveler (A) according to the first embodiment of the present invention. The accommodating space 111 is composed of a clamp body 11-1 provided inside, a clamp bolt 12 to maintain a tight fastening state of the clamp body 11-1, and the accommodating space 111, the inner edge In the region, the tooth protrusions 112 in a jagged shape that are strongly pressed against the steel structure are continuously formed, and at the lower end of the clamp bolt 12, the clamp body 11-1 and the steel structure are in a solid state of close contact. A wedge 121 to hold is formed.

The computerized bolt (2) and the fixing means (3) have the same configuration as the computerized bolts (2) and the fixing means (3) of the radial flow type inner running (A) according to the first embodiment of the present invention, their configuration A description of will be omitted.

The flow means (4-1) is a bolt and nut that connects the fastening means (1-1) and the computerized bolt (2) while free direction rotational movement type bolt and nut, Fig. 10 (a) (b) ), a round head bolt 45 that rotates in multiple directions in response to vibration during an earthquake in a state coupled to vertically penetrate the lower part of the clamp body 11-1 of the fastening means 1-1. and a connecting nut 46 for mutual joint coupling of the round head bolt 45 and the computerized bolt 2 .

Here, the head portion 451 on the upper side of the round head bolt 45 is of a spherical shape, a ball type to enable multidirectional rotation in response to vibration while being supported on the lower bottom surface of the clamp body 11 . ) or the lower surface is preferably formed in any one of a round hemispherical shape.

On the other hand, the radial flow-type inner jogger (A-2) according to the third embodiment of the present invention, as shown in Figure 11, the fastening means (1-2) fixed to the ceiling, the fastening means ( A computerized bolt (2) disposed on the lower side of 1-2) to secure the installation space of the equipment, and a fixing means (3) for binding and supporting the equipment in a state of being installed at the lower end of the computerized bolt (2); , in a state of being provided and coupled between the fastening means (1-2) and the computerized bolt (2) so that the vibration is not transmitted to the fixing means (3) by the radial flow action of the front and back and left and right in response to the vibration when an earthquake occurs. Including a flow means (4-2) for absorbing, reducing, and extinguishing vibration,

The fastening means (1-2) is an anchor (bolt and nut) which is inserted into the ceiling to maintain a binding state, and surrounds the binding bolt 13 inserted into the ceiling and the binding bolt 13. It is composed of an expansion sleeve 14 in which the binding bolt 13 is firmly bound to the ceiling as it is compressed on the inner surface of the hole due to shape deformation by an external force (strike force) applied to the wrap.

The computerized bolt (2) and the fixing means (3) are the computerized bolts (2) and the fixing means ( 3) is the same as that of the structure, and a description of the composition will be omitted.

The flow means (4-2) is a multi-directional articulation type joint connector that connects the fastening means (1-2) and the computerized bolt (2), as shown in Fig. 12 (a) (b). , a top link (47) integrally assembled to the lower end of the fastening means (1-2), and an upper portion that is hinged to the top link (47) and rotates in both left and right directions in response to vibration during an earthquake A hinge link (48), a lower hinge link (49) pivoting in both front and rear directions in response to vibration during an earthquake in a state of being hinged to the lower part of the upper hinge link (48), and the top link (47) and the upper part It consists of an upper hinge bolt 43 for hinge coupling between the hinge links 48, and a lower hinge bolt 44 for hinge coupling between the upper hinge link 48 and the lower hinge link 49.

On the other hand, the radial flow type inner running gir (A-3) according to the fourth embodiment of the present invention, as shown in FIG. 13, the fastening means (1-3) and the fastening fixed to the steel structure, the fastening A computerized bolt (2) disposed below the means (1-3) to secure the installation space of the equipment, and a fixing means (3) for binding and supporting the equipment in a state of being installed at the lower end of the computerized bolt (2) ) and the fastening means (1-3) and the computerized bolt (2) in a state of being provided and coupled to prevent vibration from being transmitted to the fixing means (3) due to the forward, backward, left and right radial flow action in response to vibrations in the event of an earthquake Including a flow means (4) for absorbing, reducing, and extinguishing the vibration,

The fastening means (1-3), like the fastening means (1) of the radial flow type inner running (A) according to the first embodiment of the present invention, a "c" shape that can capture part or the whole of the steel structure from one side As a clamp, the clamp body 11 having a one-way open receiving space 111 provided inside, and the clamp body 11 through the pressurization of the steel structure according to the screw tightening method in a state in which the upper side of the clamp body 11 is vertically penetrated, the clamp body ( 11) A fastening bolt 12 to maintain a tight fastening state to prevent falling off, and a certain length protruding long downward while penetrating one side of the clamp body 11 vertically, additional binding of other facilities This possible long bolt 15 is further configured, and in the inner edge portion of the receiving space 111, toothed protrusions 112 in a jagged shape that are strongly pressed against the steel structure are continuously formed, and the clamp bolt 12 A wedge 121 is formed at the lower end of the clamp body 11 and the wedge 121 to maintain a strong adhesion between the steel structure and each other.

The computational bolt (2), the fixing means (3), and the flow means (4) flow with the computational bolts (2) and the fixing means (3) of the radial flow-type inner walking (A) according to the first embodiment of the present invention Since the means 4 and the configuration are the same, a description of their configuration will be omitted.

When explaining the specific operation of the radial flow-type inner walking (A) (A-1) (A-2) (A-3) according to the first to fourth embodiments of the present invention having the configuration as described above, same.

First, FIGS. 14A to 17 are diagrams of use showing the installation relationship of radial flow-type inner progress according to the first, second, third, and fourth embodiments of the present invention. In addition to installing a bundle of communication cables, such as wire pipe, water pipe, city gas pipe, ventilation duct, or bundle related to water facilities, the arrangement space of the above facilities (P) is reduced and the installation time is shortened as well as For the purpose of efficient management after installation and to prepare for vibration in the event of an earthquake, as shown in FIGS. 14A to 17 , radial flow-type internal walkers (A) (A-1) according to the first, second, third and fourth embodiments of the present invention (A-2) (A-3) will be installed and used, the following description will continue the detailed description limited to the radial flow-type inner walk (A) according to the first embodiment of the present invention.

First, the above-described facility (P) is a bar for fixing the fastening means (1) to the steel structure (S, H-beam, I-beam, or C-beam, etc.) of industrial facilities or apartment houses, the clamp of the fastening means (1) In a state where part or all of the steel structure S is inserted into the receiving space 111 provided in the body 11, tighten the clamp bolt 12 provided on the upper side of the clamp body 11 to tighten the The bolt 12 presses the upper surface of the steel structure (S), and the toothed projections 112 formed on the bottom surface and the side surface of the inner edge of the receiving space 111 accordingly are the lower surface of the steel structure (S) and By compressing one side, the clamp body 11 is tightly coupled and fixed to the steel structure (S).

And, the fixture (P) is bound and fixed by the fixing means (3) installed at the lower end of the computerized bolt (2) disposed on the lower side of the clamp body (11), and the fixing means (3) is the equipment The configuration is different according to the shape of (P).

That is, in the case of bundling and supporting the equipment P of circular piping such as electric wire piping, water piping, city gas piping, etc., the fixing means 3 can be configured as a pipe clamp, and the installation of square piping such as ventilation ducts ( In the case of binding and supporting P), the fixing means 3 may be constituted as a duct clamp, and in the case of binding and supporting a bundle of communication cables, it is used as a mount for seating the cable tray (or hi-tech tray, raceway, etc.) The fixing means 3 can be configured, and the installation of the facility P using the radial flow-type inner runner A according to the first embodiment of the present invention can be completed through the above-mentioned bar.

In this state, when the vibration at the time of an earthquake is transmitted to the facility (P) through the steel structure (S), the radial flow type inner travel (A) according to the first embodiment of the present invention absorbs, reduces, and eliminates the vibration. A corresponding flow action is exhibited, whereby damage and breakage of the equipment P can be suppressed as much as possible.

Specifically, the upper hinge link 41 hinged to the lower part of the clamp body 11 of the flow means 4 in response to the vibration of the steel structure S swinging from side to side exhibits a left and right bidirectional rotation action ({Fig. 7(a)}, the corresponding vibration can be absorbed, reduced, and extinguished, and the hinge at the lower side of the upper hinge link 41 among the flow means 4 in response to the vibration that the steel structure S shakes back and forth As the combined lower hinge link 42 exhibits a forward and backward bidirectional rotation action (refer to Fig. 7(b)), the corresponding vibration is absorbed, reduced, and extinguished, and the upper and lower hinge links of the flow means 4 in this way (41) (42) The perfect seismic performance that can efficiently respond to vibrations transmitted from various directions in an unpredictable state based on the rotation action is exhibited, preventing damage and damage to the facility (P) due to vibration when vibration occurs. can be achieved.

In summary, the radial flow hanger (A) according to the first embodiment of the present invention as described so far and the radial flow type inner hanger (A-1) (A-) according to the second to fourth embodiments of the present invention 2) According to (A-3), the fastening means (1) (1-1) (1-2) (1-3) fixed to the steel structure (S) or the ceiling and the computerized bolts disposed under the fastening means (1) (1-1) (1-2) (1-3) (2) By means of the flow means (4) (4-1) (4-2), which shows a flow action in front, back, left, right, and left in response to vibration in a state of being coupled between Excellent absorption, reduction, and extinction of any vibration is possible, thereby achieving the effect of improving the seismic performance of preventing damage and breakage of the equipment (P) as much as possible.

The above description is merely illustrative of the technical idea of the present invention, and those skilled in the art to which the present invention pertains may make various modifications, changes and substitutions within the scope without departing from the essential characteristics of the present invention. will be. Accordingly, the embodiments disclosed in the present invention and the accompanying drawings are for explaining, not limiting, the technical spirit of the present invention, and the scope of the technical spirit of the present invention is not limited by these embodiments and the accompanying drawings . And, the protection scope of the present invention should be interpreted by the following claims, and all technical ideas within the scope equivalent thereto should be interpreted as being included in the scope of the present invention.

A, A-1, A-2, A-3: internal running, 1, 1-1, 1-2, 1-3: fastening means
2: computerized bolt, 3: fixing means
4, 4-1, 4-2: flow means, 11, 11-1: clamp body
12: fastening bolt, 13: fastening bolt
14: expansion sleeve, 15: long bolt
41, 48: upper hinge link, 42, 49: lower hinge link
43: upper hinge bolt, 44: lower hinge bolt
45: round head bolt, 46: connecting nut
47: top link, 111: accommodation space
112: tooth projection, 121: wedge
411: bottom part, 412: first bent part
413: second bent part, 451: head part

Claims (1)

Fastening means fixed to the steel structure;
a computerized bolt disposed on the lower side of the fastening means to secure an installation space for the facility;
Fixing means for binding and supporting the equipment in a state mounted on the lower end of the computer bolt; and,
Flow means for absorbing, reducing, and extinguishing the vibration so that the vibration is not transmitted to the fixing means by a radial flow action of forward, backward, left, and right in response to vibration during an earthquake in a state provided and coupled between the fastening means and the computerized bolt; including,
The fastening means is composed of a clamp body having a one-way open accommodation space provided inside for accommodating a part or the whole of the steel structure on one side, and a clamp bolt so that the fastening state of the clamp body is maintained, and the accommodation space At the inner edge portion, tooth protrusions that are pressed against the steel structure are continuously formed, and at the lower end of the clamp bolt, a wedge for maintaining a close contact between the clamp body and the steel structure is formed,
The flow means is coupled to vertically penetrate the lower part of the clamp body, and a round head bolt that rotates in multiple directions in response to vibrations when an earthquake occurs, and a connection for mutual joint coupling between the round head bolt and the computerized bolt It is composed of a nut, and the head part of the upper side of the round head bolt is formed to form a round hemispherical shape with a lower surface to enable multi-directional rotation action in response to vibration while being supported on the lower bottom surface of the clamp body,
The fixing means is a pipe clamp for the binding of a round tube body, a duct clamp for the binding of a square tube body, and a cable tray mounting mount for laying a bundle of cables side by side.

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