KR101111699B1 - Access Floor Supporting Structure equipped with Earthquake-proof Head - Google Patents

Abstract

The present invention relates to an access floor support structure having an earthquake head, and more particularly, an earthquake proof head (110) supporting an edge of an adjacent upper panel (10); An earthquake-resistant head column 120 integrally coupled to the lower center of the seismic head 110; A vertical support 130 inserted into an inner circumferential surface or an outer circumferential surface of the lower end of the seismic head support 120; A cross-shaped connecting piece 210 inserted into an incision groove 131 which is spaced at an interval of 90 degrees at an upper end of the vertical support 130 and is cut in a vertical direction; Horizontal reinforcement support 220 for connecting the cross-shaped connecting piece 210 adjacent to each other; And a lower support plate 140 integrally coupled to the lower end of the vertical support 130.

Seismic Head, Seismic Head Support, Vertical Support, Cruciform Connections, Horizontal Reinforcement Support, Lower Support Plate

Description

Access Floor Supporting Structure equipped with Earthquake-proof Head}

The present invention relates to an access floor support structure having an earthquake head, and more particularly, an earthquake proof head (110) supporting an edge of an adjacent upper panel (10); An earthquake-resistant head column 120 integrally coupled to the lower center of the seismic head 110; A vertical support 130 inserted into an inner circumferential surface or an outer circumferential surface of the lower end of the seismic head support 120; A cross-shaped connecting piece 210 inserted into an incision groove 131 which is spaced at an interval of 90 degrees at an upper end of the vertical support 130 and is cut in a vertical direction; Horizontal reinforcement support 220 for connecting the cross-shaped connecting piece 210 adjacent to each other; And a lower support plate 140 integrally coupled to the lower end of the vertical support 130.

An access floor is a compound word of access (ACCESS), computer terminology for putting information in or out of a computer system, and a floor (floor). Therefore, it is also referred to as raised floor, double floor or O / A floor.

In other words, the access floor refers to the raised floor that is proposed to secure a more comfortable and efficient office space in the information age, when the use of computers is increased.

In ordinary buildings that were not constructed as access floors in the past, small molds have been used to protect telephones or electric lines. However, this approach had its limitations, and with the rapid increase in the use of computers, offices became more confused with cables, raising the need for new floor structures.

The access floor means to make one more floor by placing a space of a certain height on the flat floor to solve the above problems. And it arranges a cable in the space and forms the structure which can open and close a floor as needed for cable relocation.

Installation of access floor is as follows.

-Computer room (public offices, companies)

-Telephone exchange room (telephone station)

Clean room of semiconductor plant

-Chemistry Lab (Air Purification)

-Sound control room (recording room, studio cable protection, dustproof, soundproof)

-Lecture room (computer education, audiovisual education)

-Conference room (video conference room, conference room with a lot of sound equipment)

-Offices (public offices and corporations that use a lot of computers)

-Other high-tech equipment factory (dust, bacteria occurrence suppression)

The types of access floors are classified into steel wood composite type, wood type, iron type, aluminum type, etc. according to the material of the panel.

1) Wood Core Panel

The wood type not only maintains the unique sensation of walking, but also has excellent sound absorption, which reduces vibration and noise. It is widely used in broadcasting rooms, lecture rooms, meeting rooms, offices, laboratories, telephone exchange rooms, business centers of financial and public institutions, computer rooms, communication machine rooms, and control rooms. Recently, in order to eliminate the risk of fire, a high density particle board is adopted.

2) Steel Panel

The upper and lower panels are made of steel, and the lower panel is of dynamic structure. As it has excellent load resistance, durability, robustness, safety and fire resistance, it is mainly used for central control panel (MDF) room, machine room, and control room. In some cases, steel cement panels filled with concrete between upper and lower steel sheets may be used to compensate for the shortcomings of the steel panel and to increase the effect of dustproof and soundproofing and to prevent deformation.

3) Aluminum Panel

Aluminum type is a panel made of high purity aluminum alloy, which is a lightweight panel with excellent corrosion resistance and durability. In particular, it is mainly used in semiconductor factories, precision measuring equipment rooms, optical equipment rooms, clock assembly rooms, and electronic equipment rooms where conductivity and precision against sterility and static electricity are required.

4) Composite (Steel & Wood)

The access floor was developed to make up for the shortcomings of the wood type and steel type and to make the best use of its advantages. Compared with general wood type, it has excellent loadability (more than 30%) and is widely used in MDF room, machine room, electronic exchange room, computer room (school, enterprise, public institution), and business place.

The conventional installation of access floor is to make a double floor with the feet on the square plate that is about 50cm wide by making the space about 30 ~ 40cm from the floor and installing the data line in the space under this access floor. .

However, the conventional access floor is installed by fixing several supports separately in the installation place and the top panel on the construction. In this case, an access floor using individually fixed supports has the following problems.

Firstly, each support is not connected but is supported independently. If a part of the supports is broken, it is a structural weakness, causing local collapse and eventually risking collapse of the entire access floor.

Second, because of being fixed alone, the support force for the horizontal shear force of the support is weak.

Third, the support force for the compressive force in the vertical direction of the support is also weak.

That is, the conduction pattern when the shear force (earthquake force ) is applied horizontally to the conventional access floor is as follows. Conventional access floors are generally configured in such a way that the top panel is placed on a single support. This method is weak to the horizontal shear force acting on the support as described above. Therefore, when a horizontal force is generated inside the building and transmitted to the access floor, the upper panel of the access floor is pushed to the side, and the support that does not endure the shear force collapses, resulting in the collapse of the access floor structure because the upper panel is dropped from the support. For this reason, the conventional access floor is likely to be defective before and after construction, and sometimes occurs. In addition, even if excessive loads are generated locally on the access floor, local settlement may occur because of the limitation of the supporting capacity of the supporting members individually.

As such, the conventional access floor is particularly vulnerable to a horizontal shear force generated by an earthquake or the like, and has a structural problem that cannot be effectively sustained even in the vertical compressive force.

The purpose of the present invention created to solve the problems of the conventional access floor support structure as described above is as follows.

First, it is an object of the present invention to provide a seismic head 110 provided with a coupling protrusion 112 to be coupled to the upper panel 10 in order to prevent the fall of the upper panel during an earthquake.

Second, it is another object of the present invention to provide an access floor support structure that is easy to adjust the height.

Third, another object of the present invention is to provide an access floor support structure that can shorten the air by easy installation and release operations.

Technical composition of the present invention created to achieve the above object is as follows.

The present invention relates to a support structure installed below the corner of the adjacent upper panel 10, the seismic head 110 for supporting the corner of the adjacent upper panel (10); An earthquake-resistant head column 120 integrally coupled to the lower center of the seismic head 110; A vertical support 130 inserted into an inner circumferential surface or an outer circumferential surface of the lower end of the seismic head support 120; A cross-shaped connecting piece 210 inserted into an incision groove 131 which is spaced at an interval of 90 degrees at an upper end of the vertical support 130 and is cut in a vertical direction; Horizontal reinforcement support 220 for connecting the cross-shaped connecting piece 210 adjacent to each other; And a lower support plate 140 integrally coupled to the lower end of the vertical support 130, and includes a thread 132 on the outer circumferential surface of the upper end of the vertical support 130. Lower nut 310 supporting the lower portion of the) is characterized in that the fastening to the screw thread (132).

Technical effects of the configuration of the present invention are as follows.

First, it is possible to provide an access floor support structure with seismic performance.

In other words, one seismic head 110 has four coupling protrusions 112, and each coupling protrusion 112 is inserted into the coupling hole 11 of the adjacent upper panel 10. Even in an emergency such as this, the access floor can be stably supported. If necessary, the coupling screw (A) is also fastened. When the coupling screw (A) is fastened as described above, the seismic performance is maintained more stably and firmly between the seismic head 110 and the upper panel 10. This can be greatly improved. In addition, the horizontal reinforcing support 220 and the lower reinforcing support 230 can interconnect the vertical support 130 to effectively cope with the shear force in the horizontal direction and the compressive force in the vertical direction, significantly reducing the seismic performance compared to the conventional access floor Can be improved.

Second, it is possible to provide an access floor support structure for easy height adjustment.

In other words, by tightening the upper nut 320 and the lower nut 310 in an appropriate position, the cross-shaped connecting piece 210 as well as the seismic head 110 can be fixed to an appropriate height bar, the height of the upper panel 10 There is also an effect that is adjusted together.

Third, the installation and release work is easy to shorten the air.

In other words, it can be quickly installed and dismantled where needed through simple assembly and disassembly.

Hereinafter, with reference to the accompanying drawings will be described in detail a specific embodiment of the present invention.

Figure 1 is a specific embodiment of the present invention, when the seismic head support 120 is inserted into the outer peripheral surface of the vertical support 130, Figure 2 is another specific embodiment of the present invention, seismic head support 120 is Is inserted into the inner peripheral surface of the vertical support 130, the upper nut 320 is additionally fastened to the upper portion of the cross-shaped connecting piece 210, Figure 3 is another specific embodiment of the present invention, seismic head support 120 Is inserted into the inner circumferential surface of the vertical support 130, the upper nut 320 is additionally fastened to the upper portion of the cross-shaped connecting piece 210 (the difference is that there is no reinforcing plate 121), Figure 4 is As another specific embodiment, the seismic head support 120 is inserted into the outer circumferential surface of the vertical support, the inner circumferential surface of the seismic head support 120 is tapered and the inner diameter is narrowed to go upwards, Figure 5 is the present invention As another specific embodiment of the seismic head 110 is a circle Half-shaped, the seismic head support 120 is inserted into the inner circumferential surface of the vertical support 130, the upper nut 320 is additionally fastened to the upper portion of the cross-shaped connecting piece (210).

The seismic head 110 is installed at a portion where the edges of the adjacent upper panel 10 meet, and serves to support the edges.

In the seismic head 110 shown in FIGS. 1 to 4, portions except for the corner portion of the rectangular flat plate protrude upward to form a cross-shaped protrusion 111.

Coupling protrusions 112 are inserted into the non-protruding corner portions of the seismic head 110, respectively, which are inserted into the coupling holes 11 provided at the bottom edges of the upper panel 10.

The upper end of the coupling protrusion 112 is provided with a female screw 113 to which the coupling screw A for coupling the upper panel 10 and the coupling protrusion 112 integrally.

Therefore, one seismic head 110 has four coupling protrusions 112, and each coupling protrusion 112 is inserted into the coupling hole 11 provided in the lower surface of the adjacent upper panel 10. .

Therefore, the seismic head 110 and the upper panel 10 are firmly held so that the access floor can be stably supported even when an emergency such as an earthquake occurs.

In some cases, the coupling hole 11 is formed so as to penetrate the upper and lower surfaces of the upper panel 10 as shown in the accompanying drawings, and fastens the coupling screw A to engage the seismic head 110 and the upper panel 10. It can also be more robust.

5 is a case where the seismic head 110 is a circular flat plate.

In FIG. 5, four coupling protrusions 112 having coupling protrusions 112 arranged at intervals of 90 degrees are provided on the seismic head 110 having a circular flat plate shape, and an upper panel is formed at an upper end of each coupling protrusion 112. 10) is provided with a female screw 113 is fastened to the coupling screw (A) for coupling the coupling protrusion 112 integrally.

Therefore, similar to the seismic head 110 illustrated in FIGS. 1 to 4, four edges of the upper panel 10 adjacent to each other are supported.

The seismic head support 120 is a lower center of the seismic head 110 by welding or the like (the upper end of the seismic head support 120 and the lower center of the seismic head 110 may be assembled by a male and female binding means). Are integrally combined.

When combined by welding, the seismic head support 120 and the seismic head 110 may be provided with a reinforcement plate 121 having a triangular shape. In the seismic head is preferably provided with a reinforcement plate 121 of a triangular form.

The seismic head support 120 may be inserted into the outer circumferential surface of the vertical support 130 as shown in Figure 1 or 4, or may be inserted into the inner circumferential surface of the vertical support 130 as shown in Figure 2, 3, or 5 However, this difference is not a special technical effect, but merely a difference in the coupling method that depends on the diameter (inner diameter and outer diameter) of the seismic head support 120 and the vertical support 130.

In the case of Figure 4, the inner circumferential surface of the seismic head support 120 is tapered, so that the inner diameter is narrowed toward the top, the vertical support when the upper portion of the vertical support 130 is inserted into the inner circumferential surface of the seismic head support 120 The upper end of the 130 may be pressed against the inner diameter of the seismic head support 120 to maintain a firm coupling state.

The vertical support 130 is inserted into the inner circumferential surface or outer circumferential surface of the lower end of the seismic head support 120.

1 and 4, the vertical support 130 is inserted into the inner peripheral surface of the lower end of the seismic head support 120, and in the case of FIGS. 2, 3, and 5, the vertical support 130 is the seismic head support 120. It is inserted into the outer circumferential surface of the lower end.

If necessary, a separate fixing screw (B) is provided as shown in Figure 1 may be fastened to penetrate through the seismic head support 120 to compress the outer peripheral surface of the vertical support 130, seismic head support 120 ) And the vertical support 130 is inserted into each other and tighten the fixing screw (B) in a state where the seismic head support 120 is fixed to the vertical support (130).

Therefore, the up and down movement and the left and right rotation of the seismic head support 120 can be prevented, and as a result, the height of the seismic head 110 can be fixed constantly.

1 to 5, the upper end of the vertical support 130 is provided with an incision groove 131 spaced at intervals of 90 degrees and cut in the vertical direction.

A cross-shaped connecting piece 210 is inserted into the incision groove 131 of the vertical support 130. A lower nut (132) is provided on the upper outer circumferential surface of the vertical support 130 to support a lower portion of the cross-shaped connecting piece 210 ( 310 is first fastened to the screw thread 132, and then the cross-shaped connecting piece 210 is inserted and coupled between the cutting grooves 131.

As such, the lower nut 310 supports the lower portion of the cross-shaped connecting piece 210, and the vertical position of the cross-shaped connecting piece 210 is determined by the fastening position of the lower nut 310.

Both ends of the horizontal reinforcing supporter 220 are bolted to the cross-shaped connecting piece 210 to connect adjacent cross-shaped connecting pieces 210 to each other.

The lower support plate 140 is integrally coupled to the lower end of the vertical support 130 by welding or the like.

Both ends of the lower reinforcement support 230 are bolted to the lower support plate 140 to connect adjacent lower support plates 140 to each other.

As such, the horizontal reinforcement support 220 and the lower reinforcement support 230 are three-dimensionally coupled with the vertical support 130 to effectively cope with the shear force in the horizontal direction and the compressive force in the vertical direction, thereby enhancing the seismic performance.

The lower reinforcement support 230 may not be connected depending on the magnitude of the design earthquake force presented by the owner or designer.

2, 3, and 5, the upper nut 320 positioned on the upper portion of the cross-shaped connecting piece 210 is fastened to the thread of the vertical support 130, and the role of the upper nut 320 is a seismic head support ( When the 120 is inserted into the inner peripheral surface of the upper end of the vertical support 130 to reach the appropriate position serves to fix the position of the seismic head column 120 by tightening the upper nut (320).

In other words, when the upper nut 320 is fastened while the seismic head support 120 and the vertical support 130 are coupled to each other, the upper nut 320 is fastened and the upper cutout groove 131 of the vertical support 130 is closed. The inner circumferential surface of the upper end of the vertical support 130 is compressed to the inner circumferential surface of the lower end of the seismic head support 120 while being tightened inward toward the central axis, thereby fixing the seismic head support 120.

In this way, the height of the seismic head 110 can be fixed constantly.

As described above, specific embodiments of the present invention have been described with reference to the accompanying drawings, but the protection scope of the present invention is not necessarily limited to these embodiments, and various design changes and notifications are made within the scope of not changing the technical gist of the present invention. In the case of addition or deletion of technology, and simple numerical limitations, it is obvious that the scope of the present invention is included.

1 is a specific embodiment of the present invention, when the seismic head support 120 is inserted into the outer peripheral surface of the vertical support 130.

Figure 2 is another embodiment of the present invention, the seismic head support 120 is inserted into the inner peripheral surface of the vertical support 130, the upper nut 320 is additionally fastened to the upper portion of the cross-shaped connecting piece (210).

Figure 3 is another specific embodiment of the present invention, the seismic head support 120 is inserted into the inner peripheral surface of the vertical support 130, the upper nut 320 is additionally fastened to the upper portion of the cross-shaped connecting piece (210) 2 differs from the case where the reinforcing plate 121 is not provided.

Figure 4 is another specific embodiment of the present invention, the seismic head support 120 is inserted into the outer peripheral surface of the vertical support, the inner peripheral surface of the seismic head support 120 is tapered and the inner diameter is narrowed toward the top. .

5 is another specific embodiment of the present invention, the seismic head 110 is a disk, the seismic head support 120 is inserted into the inner peripheral surface of the vertical support 130, the upper nut on the top of the cross-shaped connecting piece 210 If 320 is additionally fastened.

6 is a plan view of an access floor to which a specific embodiment of the present invention is applied.

7 is a cross-sectional view of an access floor to which a specific embodiment of the present invention is applied.

8 is a perspective view showing the structure of the upper panel 10.

<Description of the symbols for the main parts of the drawings>

10: upper panel

11: coupling hole

A: Coupling Screw

B: Fixing screw

110: seismic head

111: Cross projection

112: engaging projection

113: female thread

120: seismic head support

121: reinforcement plate

130: vertical support

131: incision groove

132: screw thread

140: lower support plate

210: Cross connecting piece

220: horizontal reinforcement support

230: lower reinforcement support

310: bottom nut

320: upper nut

Claims (5)

Regarding the support structure installed in the lower corner of the adjacent upper panel 10, An earthquake-resistant head 110 supporting an edge of the adjacent upper panel 10; An earthquake-resistant head column 120 integrally coupled to the lower center of the seismic head 110; Vertical support 130 is inserted into the inner circumferential surface of the lower end of the seismic head support 120; A fixing screw (B) that is fastened to penetrate through one side of the seismic head support 120 and compresses the outer circumferential surface of the vertical support 130; A cross-shaped connecting piece 210 inserted into an incision groove 131 which is spaced at an interval of 90 degrees at an upper end of the vertical support 130 and is cut in a vertical direction; A lower nut 310 fastened to a screw thread 132 provided on an upper outer circumferential surface of the vertical support 130 to support a lower portion of the cross-shaped connecting piece 210; Horizontal reinforcement support 220 for connecting the cross-shaped connecting piece 210 adjacent to each other; And, A lower support plate 140 integrally coupled to the lower end of the vertical support 130; It is configured to include, When the fixing screw (B) is tightened, the height of the seismic head 110 is an access floor support structure having a seismic head, characterized in that the fixed position. Regarding the support structure installed in the lower corner of the adjacent upper panel 10, An earthquake-resistant head 110 supporting an edge of the adjacent upper panel 10; An earthquake-resistant head column 120 integrally coupled to the lower center of the seismic head 110; Vertical support 130 is inserted into the outer peripheral surface of the lower end of the seismic head support 120; A cross-shaped connecting piece 210 inserted into an incision groove 131 which is spaced at an interval of 90 degrees at an upper end of the vertical support 130 and is cut in a vertical direction; A lower nut 310 fastened to a screw thread 132 provided on an upper outer circumferential surface of the vertical support 130 to support a lower portion of the cross-shaped connecting piece 210; An upper nut 320 fastened to a screw thread 132 provided on an upper outer circumferential surface of the vertical support 130 and positioned at an upper portion of the cross-shaped connecting piece 210; Horizontal reinforcement support 220 for connecting the cross-shaped connecting piece 210 adjacent to each other; And, A lower support plate 140 integrally coupled to the lower end of the vertical support 130; It is configured to include, When the upper nut 320 is tightened, the vertical support 130 compresses the seismic head support 120 so that the height of the seismic head 110 is fixed at a predetermined position. Floor support structure. In claim 1, The inner circumferential surface of the seismic head support 120 is tapered and the access floor support structure provided with the seismic head, characterized in that the inner diameter is narrowed toward the top. According to any one of claims 1 to 3, The seismic head 110, Portions other than the corner portions of the rectangular flat plate protrude upward to form a cross-shaped protrusion 111, and each of the non-protruding corner portions is coupled to the coupling protrusion 11 which is inserted into the coupling hole 11 provided at the bottom edge of the upper panel 10. (112) is provided, the upper end of the coupling protrusion 112 is characterized in that the female screw 113 is fastened to the coupling screw (A) for coupling the upper panel 10 and the coupling protrusion 112. An access floor support structure provided with a seismic head. The method according to any one of claims 1 to 3, A lower reinforcing support 230 for connecting the lower support plates 140 adjacent to each other; Access floor support structure having a seismic head, characterized in that it further comprises.

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