WO2020213967A1 - Dual floor equipped with earthquake-proofing reinforcement device having freely adjustable floor height - Google Patents

Dual floor equipped with earthquake-proofing reinforcement device having freely adjustable floor height Download PDF

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Publication number
WO2020213967A1
WO2020213967A1 PCT/KR2020/005131 KR2020005131W WO2020213967A1 WO 2020213967 A1 WO2020213967 A1 WO 2020213967A1 KR 2020005131 W KR2020005131 W KR 2020005131W WO 2020213967 A1 WO2020213967 A1 WO 2020213967A1
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WO
WIPO (PCT)
Prior art keywords
floor
seismic reinforcement
guide pin
post
reinforcement device
Prior art date
Application number
PCT/KR2020/005131
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French (fr)
Korean (ko)
Inventor
유홍근
Original Assignee
주식회사 에스앤와이시스템
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Publication of WO2020213967A1 publication Critical patent/WO2020213967A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02452Details of junctions between the supporting structures and the panels or a panel-supporting framework
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02458Framework supporting the panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02464Height adjustable elements for supporting the panels or a panel-supporting framework
    • E04F15/0247Screw jacks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/22Resiliently-mounted floors, e.g. sprung floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2290/00Specially adapted covering, lining or flooring elements not otherwise provided for
    • E04F2290/04Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
    • E04F2290/044Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire against impact

Definitions

  • the present invention relates to a raised floor provided with a seismic reinforcement device in which the floor panel height can be adjusted freely and the assembly rigidity of a support frame and a post is increased, and more particularly, a bolt fastening part is minimized, and on-site assembly and disassembly in a narrow space It is easy to perform, and while standardizing the guide pin, it flexibly responds to the various separation distances between the lower posts. The tightening strength is increased by the fastening of the guide pin and the adapter, and the height of the panel support bracket is freely adjusted. It relates to a raised floor provided with a seismic reinforcement device capable of easy maintenance, free floor height adjustment.
  • Korean Patent Publication No. 1530785 is a structure in which a fastener is inserted in a vertical direction to a stringer coupling portion and a stringer is coupled to the reinforcing head, and it is very inconvenient to vertically insert and assemble the fastener without removing the upper panel. , There is a side that cannot guarantee the strength of the stringer and the support with the fastening structure of the stringer joint and the fastener.
  • Korean Patent Publication No. 1427240 is similar to a pair of coupling blocks, but when the coupling blocks are joined, the coupling member is inserted in the vertical direction into the reinforcing bar and the corresponding fastening hole, so that the vertical installation space is narrow. And, with the insertion fixing structure of the reinforcing bar's locking protrusion and the insertion hole of the coupling block, the number of assembly parts can be reduced, but there is a limit to increasing the tightening strength with the downward-bent locking protrusion, and there is room for breakage in strong vibration. have.
  • Korean Patent Application Publication No. 1200596 is easily coupled by pressing the C-shaped clip from the side of the support unit, but there is a trouble of removing the upper panel.
  • the technical problem to be achieved by the spirit of the present invention is to connect the reinforcing pipe to the insertion hole on the side of the post by interposing a guide pin having an elastic member spring or cushion rubber or a leaf spring without removing the previously installed upper panel. It is intended to provide a raised floor with a seismic reinforcement device that can freely adjust the height of the floor, which can be connected to each other to standardize the reinforcing pipes, make installation work easier, minimize the number of assembly parts, and increase the mutual fastening strength.
  • a raised floor panel on which the computing equipment is mounted on the top A panel support bracket supporting a lower end of the raised floor panel; An upper column coupled in a vertical direction from a lower end of the panel support bracket and having a bolt tab formed on an outer peripheral surface thereof; An upper post fastening nut having a bolt tab formed on an inner surface is integrally fixedly formed at the front end portion into which the upper post is inserted, and the bolt tab of the upper post and the inner bolt tab of the upper post fastening nut are fastened, and the A lower post which is locked and fixed with the upper post by means of an upper post fixing nut fastened with the bolt tab of the upper post; A floor fixing support foot plate, wherein the lower posts are vertically coupled and fixed to the floor surface; And a left and right post fixing housing that is mutually coupled to each other opposite the middle of the lower post, and a connection part extending from one side of the left and right post fixing housing in one of the first to fourth directions in a horizontal direction or more
  • connection part an elastic member inserted inside the connection part, a guide pin for length adjustment inserted into the connection part through one side of the elastic member, a seismic reinforcing pipe in which the other side of the guide pin is inserted, and the connection part Including, the seismic reinforcement device is fastened to the bolt tab and composed of an adapter for coupling the connection part and the guide pin or the seismic reinforcement pipe, wherein the seismic reinforcement pipe is between the adjacent lower posts spaced at different intervals. It provides a raised floor provided with a seismic reinforcement device that is flexible in the horizontal direction through the elastic member and the guide pin, the floor height adjustment is free.
  • the guide pin is inserted into the connection part from the inside of the divided left and right post fixing housing to be exposed to the outside, and a stopper is formed at the rear end of the guide pin to place the guide pin inside the connection part.
  • the elastic member is a compression spring, one side is in close contact with the stopper, the other side is fixed by a tanning bolt fastened to a bolt tab formed on the inner side of the connection, and extends outward at both ends of the seismic reinforcing pipe
  • a trumpet-type stopper is formed, and the adapter is composed of a nut having an inner stopper limited by the trumpet-type stopper at one end, and the nut is inserted into the seismic reinforcing pipe and fastened with the bolt tab of the connection part.
  • the seismic reinforcing pipe may be fixed to the connection part.
  • first and second protruding stoppers are protruded on the outer peripheral surfaces of both ends of the guide pin, and slots into which the first protruding stoppers are inserted are cut out at the front end of the connection part, and the elasticity
  • the member is a cushion rubber or a leaf spring, and the cushion rubber or leaf spring is inserted into the connection portion to be in close contact with the cushion rubber or leaf spring accommodated in an elastic member seating portion recessed in one side of the guide pin, and the earthquake-resistant reinforcing pipe Slots corresponding to the second protruding stoppers are formed at both ends of the,
  • the adapter is composed of a nut, the second protruding stopper is composed of a cushion type, and the nut passes through the second protruding stopper.
  • a stud head is formed at the upper end of the upper column, and the upper column is inserted from an upper portion of the through hole formed through the center of the panel support bracket, and is limited by a stud head stopper formed on the bottom surface of the through hole, and It includes a headless bolt that is fastened to the hole to pressurize the stud head, and a horizontal guide pin is formed to extend in a vertical direction on the bottom of the panel support bracket, and the upper column is penetrated to support the horizontal guide pin.
  • a base plate is formed, and the bottom surface of the horizontal base plate is supported by a height adjustment nut fixedly coupled to the upper column, so that the height of the panel support bracket relative to the lower column can be freely adjusted by rotation of the height adjustment nut. have.
  • a pin guide hole corresponding to the horizontal guide pin may be formed in the horizontal base plate.
  • a compression spring for horizontal buffering may be coupled to the horizontal guide pin.
  • the seismic reinforcing pipe may be provided with the connection portion so as to be fixedly coupled to a square structure, a rectangular structure, or an X-shaped structure according to the arrangement of the adjacent lower posts.
  • the seismic reinforcement device may be configured in one or two stages according to the required seismic performance or the height of the lower post.
  • the divided left and right post fixing housings may be fixedly coupled to each other to the lower post through a post compression sheet made of a rubber material or a plastic material.
  • one side of the divided left and right post fixing housing is fastened by a fitting method, and the other side is fastened with a bolt, so that the left and right post fixing housings are mutually fixedly coupled to the lower post, or one side of the divided left and right post fixing housings is a rotary type. It is fastened by a single rivet fastening method, and the other side is bolted, and the left and right post fixing housings are fixedly coupled to each other to the lower post, or one side and the other side of the divided left and right post fixing housings are bolted to each other, and the left and right post fixing housings May be fixedly coupled to each other on the lower column.
  • bolt fixing holes are formed at the corners of the floor fixing base plate, respectively, and bolts may be fixed to the bottom surface through the bolt fixing holes.
  • it may be fixed to the floor by an adhesive applied to the bottom of the floor fixing base.
  • a pair of locking protrusions are formed on the side, a tool insertion groove coupled with a wrench or a driver is indented at the top, and a stud head cap to which the stud head is coupled is indented at the lower end.
  • a block is applied, and corresponding to the locking protrusion, an L-shaped locking slot is formed in the through hole of the panel support bracket, so that the closing block can be inserted and fixed in the through hole of the panel support bracket.
  • the seismic reinforcing pipe is flexibly coupled in the horizontal direction through an elastic member and a guide pin between adjacent lower posts separated at different intervals, and even after the assembly is completed, it is attached to the stud head of the upper post without removing the raised floor panel.
  • This has the effect of being able to freely adjust the vertical height of the panel support bracket.
  • the bolting configuration is minimized, and the joint strength between the connection part and the seismic reinforcing pipe can be increased even with frequent vibrations when used for a long period of time, and the lower post with different separation distances through standardized and standardized seismic reinforcing pipes. It has the effect of being able to mass-produce by applying it flexibly between
  • FIG. 1 is a perspective view of a raised floor provided with a seismic reinforcement device for free floor height adjustment according to the present invention.
  • FIG. 2 illustrates a raised floor according to a first embodiment of a raised floor provided with a seismic reinforcing device in which the floor height of FIG. 1 is adjustable.
  • FIG. 3 is a separate view showing the seismic reinforcement device of the raised floor of FIG.
  • FIG. 4 is an exploded view showing the seismic reinforcement device of FIG. 2.
  • FIG. 5 is a diagram showing a component of the seismic reinforcement device of FIG. 2.
  • FIG. 6 illustrates a raised floor according to a second embodiment of a raised floor provided with a seismic reinforcement device in which the floor height of FIG. 1 is adjustable.
  • FIG. 7 is an exploded view of the seismic reinforcement device of FIG. 6.
  • FIG. 8 is a view showing a component of the seismic reinforcement device of FIG.
  • FIG. 9 and 10 illustrate a first configuration and a second configuration of the upper column of FIG. 1, respectively.
  • FIG. 11 is a diagram illustrating a component diagram of a first configuration and a second configuration of the upper column of FIGS. 9 and 10, respectively.
  • FIG. 12 is an illustration of the structure of a raised floor to which the upper column of FIG. 11 is applied.
  • FIG. 13 is a flowchart illustrating an installation procedure of a raised floor according to the first embodiment of FIG. 2.
  • FIG. 14 is a diagram illustrating an arrangement structure of a seismic reinforcement pipe of a raised floor provided with a seismic reinforcement device in which the floor height of FIG. 1 is adjustable.
  • FIG. 15 is an illustration of a finishing block coupled to the panel support bracket of FIG. 11.
  • a raised floor equipped with a seismic reinforcement device for free floor height adjustment includes a raised floor panel 110 on which a computer equipment (not shown) is seated on the top, and A panel support bracket 120 supporting the floor panel 110, an upper post 130 coupled to the panel support bracket 120, a lower post 140 into which the upper post 130 is inserted and fixed, and a lower post (140) a floor fixing base plate 150 which is vertically coupled and fixed to the floor surface, left and right post fixing housings 161A and B that are mutually coupled to the lower post 140, and left and right post fixing housings 161A,
  • the connecting portion 162 extending from B) in one of the first to fourth directions or more in the horizontal direction, the elastic member 163 inserted into the connecting portion 162, and the connecting portion 162 through the elastic member 163 )
  • the guide pin 164 for length adjustment inserted into the inside, the seismic reinforcing pipe 165 into which the guide pin 164 is inserted inside, and the connection part 162 is fastened to the
  • the panel support bracket 120 supports the bottom of the raised floor panel 110.
  • the upper post 130 is vertically coupled from the lower end of the panel support bracket 120, a bolt tab 131 is formed on the outer circumferential surface, and is inserted and fastened to the lower post 140 and fixed.
  • the upper post 130 is inserted into the lower post 140, and at the front end of the lower post 140, an upper post fastening nut 141 with a bolt tab formed on the inner surface is integrally fixedly formed, and the upper post 140
  • the bolt tab 131 of the upper post 130 and the inner bolt tab of the upper post fastening nut 141 are mutually fastened.
  • the upper post fixing nut 142 is fastened with the bolt tab of the upper post 130 to securely fix the upper post 130 by locking the upper post 130 and the lower post 140 to each other.
  • the floor fixing base plate 150 is formed with bolt fixing holes 151 at the corners, respectively, and bolted firmly to the floor surface through the bolt fixing holes 151, or It may be firmly fixed to the bottom surface by an adhesive (not shown) applied to the bottom surface of the fixed base plate 150.
  • the seismic reinforcement device 160 from one side of the left and right post fixing housings (161A, B) and the left and right post fixing housings (161A, B) that are mutually coupled in the shape of a pipe facing the middle of the lower post (140)
  • the connecting portion 162 extending in one of the first to fourth directions and having a bolt tab 162a formed on the outer circumferential surface of the front end, the elastic member 163 inserted into the connecting portion 162, and one side is elastic
  • a guide pin for length adjustment 164 inserted into the inner side of the connection part 162 through the member 163, a seismic reinforcing pipe 165 in which the other side of the guide pin 164 is inserted into the inner side, and the outer side of the connection part 162 It is fastened to the bolt tab (162a) is composed of an adapter 166 for coupling the connection portion 162 and the guide pin 164 or the earthquake-resistant reinforcing pipe 165.
  • the guide pin 164 is inserted into the connection part 162 from the inside of the divided left and right post fixing housings 161A and B. Exposed to the outside, a stopper (164a) is formed at the rear end of the guide pin (164) to limit the guide pin (164) to the inner space of the connecting portion (162).
  • the elastic member 163 is a compression spring, one side is in close contact with the stopper (164a), the other side is compressed by a tanning bolt 167 fastened to the inner bolt tab (not shown) formed on the inner side of the connection part 162 It is fixed.
  • both ends of the seismic reinforcing pipe 165 are formed with a flared stopper 165a extending outward, and the adapter 166 has an inner stopper 166a limited by the flap-shaped stopper 165a at one end inside.
  • the nut is inserted and coupled to the seismic reinforcing pipe 165 and fastened with the bolt tab 162a of the connection portion 162 to elastically interpose the guide pin 164 to connect the seismic reinforcing pipe 165
  • By firmly fixing to (162) it is possible to increase the tightening strength between the connection part 162 and the seismic reinforcing pipe 165 even with frequent vibrations during long-term use, and the separation distance is different even through the standardized and standardized seismic reinforcing pipes 165.
  • Mass production is possible by flexibly applying between the lower posts 140.
  • the first and second protruding stoppers 164-1 having a right triangle cross-sectional structure on the outer peripheral surfaces of both ends of the guide pin 164, 2) are each protruding, and a slot 162c into which the first protruding stopper 164-1 is inserted is cut in the longitudinal direction at the front end of the connection part 162.
  • the elastic member 163 is a cushion rubber or a plate spring, and a cushion rubber or a plate spring is inserted into the connection part 162 to be accommodated in the elastic member seating portion 164-3 recessed into one side of the guide pin 164 In close contact with the cushion rubber or the plate spring, slots 165b corresponding to the second protruding stoppers 164-2 are formed at both ends of the earthquake-resistant reinforcing pipe 165 in the longitudinal direction.
  • the adapter 166 is composed of a nut
  • the second protruding stopper 164-2 is composed of a cushion type to facilitate the insertion of the nut into the seismic reinforcing pipe 165
  • the nut is a second protruding stopper. It is inserted into the guide pin 164 through the (164-2) and is in close contact with the rear end of the first protruding stopper (164-1), and is fastened with the bolt tab (162a) of the connection part 162 to prevent the connection part 162 and earthquake resistance.
  • a stud head 132 is formed at the upper end of the upper post 130, and the upper post 130 is a through hole 121 formed through the center of the panel support bracket 120
  • a finishing tanning bolt 123 that is inserted from the top and is limited by the stud head stopper 122 formed on the bottom of the through hole 121, and is bolted to the through hole 121 to pressurize and fix the stud head 132 ).
  • a tool insertion groove 123a coupled with a wrench or a driver is indented at the top of the finish tanning bolt 123, and a stud head cap 123b to which the stud head 132 is coupled is indented at the bottom.
  • a pair of locking protrusions 123-1a are formed on the side, and a tool insertion groove 123a coupled with a wrench or a driver at the top
  • the indentation is formed, and a stud head cap 123b to which the stud head 132 is coupled may be applied to the bottom of the finishing block 123-1 in which the indentation is formed.
  • an L-shaped locking slot 123-1b is formed in the through hole 121 of the panel support bracket 120, so that the closing block 123-1 is It may be inserted and fixed into the through hole 121 of the support bracket 120.
  • closing block 123-1 may be inserted and fixed in the through hole 121 of the panel support bracket 120 by force fitting or welding.
  • a horizontal guide pin 124 is formed extending in the vertical direction, and the upper post 130 is penetrated and a horizontal base plate 125 supporting the horizontal guide pin 124 is provided. It is formed, and the bottom surface of the horizontal base plate 125 is supported by a height adjustment nut 126 fixedly coupled to the upper column 130, so that the lower column 140 is rotated forward and backward by the height adjustment nut 126. It may be configured to freely adjust the height of the panel support bracket 120.
  • the height adjustment nut 126 after the assembly is completed, is fixed by welding to the upper column 130.
  • the horizontal base plate 125 is coupled to the upper column 130 in a free state without fixing bolts, and is loaded on the raised floor panel 110 by the rotation of the height adjustment nut 126. Depending on the load of the computing equipment, the horizontal base plate 125 may rotate in conjunction with each other, but the horizontal base plate 125 may be stably maintained.
  • the horizontal base plate 125 has a pin guide hole 125a corresponding to the horizontal guide pin 124, so that the horizontal base plate 125 is also rotated by the height adjustment nut 126.
  • the horizontal base plate 125 By maintaining a stationary state, it is possible to stably maintain the horizontal of the horizontal base plate 125 while guiding the vertical flow of the horizontal guide pin 124.
  • the horizontal buffer compression spring 127 is coupled to the horizontal guide pin 124, so that the buffering effect against the vertical impact or vibration of the computing equipment of a load smaller than the tension of the horizontal buffer compression spring 127 It can also be configured to provide.
  • the seismic reinforcing pipe 165 a plurality of connection parts 162 to be fixedly coupled in a square structure, a rectangular structure, or an X-shaped structure according to the arrangement of the adjacent lower posts 140 By providing, it can be adaptively assembled and applied to raised floors of various installation structures.
  • the seismic reinforcement device 160 may be configured in one or two stages, depending on the required seismic performance or the height of the lower post 140.
  • the divided left and right post fixing housings 161A and B are fixedly coupled to the lower post 140 through the post pressing sheet 168 of rubber material or plastic material, It is also possible to prevent the horizontal rotation of the holding fixed housings 161A and B or the vertical slip of the lower holding column 140.
  • one side of the divided left and right post fixing housings 161A and B is fastened by a fitting method, and the other side is bolted, so that the left and right post fixing housings 161A and B are lower Fixed to each other (see (a)) or divided to the post 140 (see (a)), one side of the divided left and right post fixed housings (161A, B) is fastened with a rotary single rivet fastening method rivet fastening rotation, the other side is fastened with upper/lower bolts Bolted by a sphere, the left and right post fixing housings 161A and B are mutually fixedly coupled to the lower post 140 (see Figs.
  • left and right post fixing housings 161A and B are bolted, so that the left and right post fixing housings 161A and B may be fixedly coupled to the lower post 140 (see (c)).
  • the seismic reinforcement device mentioned above can be installed only in the lower post of the existing raised floor, or when the raised floor is first constructed, a raised floor equipped with a seismic reinforcement device can be installed.
  • the seismic reinforcing pipe is flexible in the horizontal direction through an elastic member and a guide pin between adjacent lower posts spaced at different intervals.
  • the vertical height of the panel support bracket is freely adjusted by the stud head of the upper column without removing the raised floor panel even after the assembly is completed, and the bolt fastening configuration is minimized compared to the existing seismic reinforcement device, and even with frequent vibrations when used for a long time.
  • connection part and the seismic reinforcement pipe It is possible to increase the tightening strength between the connection part and the seismic reinforcement pipe, and even through the standardized and standardized seismic reinforcement pipe, mass production is possible by flexibly applying between the lower posts with different separation distances, and the tightening strength by fastening the guide pin and the adapter. It is possible to make it easier to assemble and disassemble on-site in a narrow space and facilitate installation and maintenance.
  • seismic reinforcement device 161A,B left and right support fixed housing
  • connection part 163 elastic member
  • first and second protruding stoppers 165 earthquake-resistant reinforcing pipe

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Floor Finish (AREA)

Abstract

Disclosed in the present invention is a dual floor equipped with an earthquake-proofing reinforcement device, comprising: a dual floor panel on which computerized equipment is seated; a panel support bracket which supports the dual floor panel; an upper pillar coupled to the panel support bracket; a lower pillar into which the upper pillar is inserted and fixed; a floor fixing pillar base to which the lower pillar is vertically coupled and which is fixed onto a floor surface; a horizontal pillar fixating housing which is coupled to the lower pillar; a connection part which extends from the horizontal pillar fixating housing to any one or more horizontal directions from among first to fourth directions; an elastic member which is inserted into the connection part; a length adjustment guide pin which is inserted into the connection part through the elastic member; an earthquake-proofing reinforcement pipe into which the guide pin is inserted; and an adapter which is fastened to the connection part so as to couple the connection part and the guide pin or the earthquake-proofing reinforcement pipe to each other.

Description

마루높이조절이 자유로운 내진보강장치를 구비한 이중마루Raised floor with seismic reinforcement device with free floor height adjustment
본 발명은 마루패널 높이조절이 자유로우면서 지지프레임과 지주의 조립견고성을 높인 내진보강장치를 구비한 이중마루에 관한 것으로, 보다 상세하게는 볼트체결부를 최소화하며, 협소한 공간에서 현장 조립과 분해를 쉽게 수행하도록 하며, 가이드핀을 규격화하면서도 하부지주 사이의 다양한 이격거리에 유연하게 대응하도록 하며, 가이드핀과 아답터의 체결에 의해 체결강도를 높이며, 패널지지브라켓의 높이조절이 자유롭도록 하고, 설치 및 유지보수가 용이하도록 할 수 있는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루에 관한 것이다.The present invention relates to a raised floor provided with a seismic reinforcement device in which the floor panel height can be adjusted freely and the assembly rigidity of a support frame and a post is increased, and more particularly, a bolt fastening part is minimized, and on-site assembly and disassembly in a narrow space It is easy to perform, and while standardizing the guide pin, it flexibly responds to the various separation distances between the lower posts. The tightening strength is increased by the fastening of the guide pin and the adapter, and the height of the panel support bracket is freely adjusted. It relates to a raised floor provided with a seismic reinforcement device capable of easy maintenance, free floor height adjustment.
주지하는 바와 같이, 정부의 화산지진재해대책법의 강화추세에 따라, 공공기관 및 일반기업의 전산실의 기설치된 일반 이중마루에 대한 내진 보강대책을 세우기 위해, 각종 전산장비들은 필요에 따라 하단부에 면진테이블을 설치한다.As is well known, in accordance with the strengthening trend of the Volcanic Earthquake Disaster Countermeasure Act of the government, in order to establish seismic reinforcement measures for the general raised floors already installed in the computer rooms of public institutions and general enterprises, various computer equipments are installed at the lower part of the seismic isolation table as necessary. Install.
예컨대, 기설치된 일반 이중마루는 지진이 발생하면 지주가 흔들리면서 이중마루패널이 분리되어서, 이중마루가 붕괴되므로써 각종 전산장비들이 전복되는 문제가 발생한다.For example, in an existing raised floor, when an earthquake occurs, the raised floor panel is separated as the props shake and the raised floor collapses, resulting in a problem that various computing equipment is overturned.
이와 관련된 선행기술로서, 한국 등록특허공보 제1530785호는, 스트링거 결합부에 체결구를 수직방향으로 삽입하여 보강헤드에 스트링거를 결합시키는 구조로, 상부패널제거없이 체결구의 수직삽입 조립이 상당히 불편하고, 스트링거 결합부와 체결구의 체결구조로 스트링거와 지주와 체결강도를 담보할 수 없는 측면이 있다.As a prior art related to this, Korean Patent Publication No. 1530785 is a structure in which a fastener is inserted in a vertical direction to a stringer coupling portion and a stringer is coupled to the reinforcing head, and it is very inconvenient to vertically insert and assemble the fastener without removing the upper panel. , There is a side that cannot guarantee the strength of the stringer and the support with the fastening structure of the stringer joint and the fastener.
또한, 한국 등록특허공보 제1427240호는, 한 쌍의 결합블록이 유사하나, 결합블록의 결합시, 보강바와 해당 체결공에 결합부재가 수직방향으로 삽입되어 수직설치공간이 협소한 경우 적용이 불가능하고, 보강바의 걸림돌기와 결합블록의 삽입공의 삽입고정구조로, 조립부품수를 줄일 수는 있으나, 하향절곡된 걸림돌기로 체결강도를 높이는 데 한계가 있고, 강한진동에는 파단현상이 발생할 여지가 있다.In addition, Korean Patent Publication No. 1427240 is similar to a pair of coupling blocks, but when the coupling blocks are joined, the coupling member is inserted in the vertical direction into the reinforcing bar and the corresponding fastening hole, so that the vertical installation space is narrow. And, with the insertion fixing structure of the reinforcing bar's locking protrusion and the insertion hole of the coupling block, the number of assembly parts can be reduced, but there is a limit to increasing the tightening strength with the downward-bent locking protrusion, and there is room for breakage in strong vibration. have.
또한, 한국 등록특허공보 제1200596호는, C자형 클립을 지지유닛의 측면으로부터 가압하여 쉽게 결합시키지만, 상부패널을 제거하여야 하는 번거로움이 있다.In addition, Korean Patent Application Publication No. 1200596 is easily coupled by pressing the C-shaped clip from the side of the support unit, but there is a trouble of removing the upper panel.
이에, 상부패널제거없이 지주 측면으로부터 쉽게 조립하며, 보강파이프를 규격화하여 양산이 가능하도록 하고, 상호 체결강도를 보다 높일 수 있다는 내진보강장치를 구비한 이중마루에 대한 기술이 요구된다.Accordingly, there is a need for a technique for a raised floor equipped with a seismic reinforcement device that can be easily assembled from the side of the post without removing the upper panel, standardized the reinforcing pipes to enable mass production, and further enhance the mutual fastening strength.
본 발명의 사상이 이루고자 하는 기술적 과제는, 기설치된 상부패널제거없이도, 탄성부재인 스프링 또는 쿠션고무 또는 판스프링를 구비한 가이드핀을 개재하여, 지주 측면의 삽입공에 보강파이프를 결합시켜 지주를 상호 연동 연결하여서, 보강파이프를 규격화하며, 설치작업을 쉽게 하며, 조립부품수를 최소화하고, 상호 체결강도를 높일 수 있는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루를 제공하는 데 있다.The technical problem to be achieved by the spirit of the present invention is to connect the reinforcing pipe to the insertion hole on the side of the post by interposing a guide pin having an elastic member spring or cushion rubber or a leaf spring without removing the previously installed upper panel. It is intended to provide a raised floor with a seismic reinforcement device that can freely adjust the height of the floor, which can be connected to each other to standardize the reinforcing pipes, make installation work easier, minimize the number of assembly parts, and increase the mutual fastening strength.
전술한 목적을 달성하고자, 본 발명은, 상단에 전산장비가 안착되는 이중마루패널; 상기 이중마루패널 하단을 지지하는 패널지지브라켓; 상기 패널지지브라켓의 하단으로부터 수직방향으로 결합되고, 외주면에 볼트탭이 형성된 상부지주; 상기 상부지주가 내측으로 삽입되는 전단부에는 내측면에 볼트탭이 형성된 상부지주 체결너트가 일체로 고정 형성되며, 상기 상부지주의 볼트탭과 상기 상부지주 체결너트의 내측 볼트탭이 체결되고, 상기 상부지주의 볼트탭과 체결되는 상부지주 고정너트에 의해 상기 상부지주와 락킹되어 고정되는, 하부지주; 상기 하부지주가 수직방향으로 결합되고 바닥면에 고정되는 바닥고정지주발판; 및 상기 하부지주의 중단부에 대향하여 상호 결합되는 좌우 지주고정하우징과, 상기 좌우 지주고정하우징의 일측으로부터 제1 내지 제4방향 중 어느 한 수평방향 이상으로 연장형성되고 전단 외주면에는 볼트탭이 형성된 연결부와, 상기 연결부 내측에 삽입 형성된 탄성부재와, 일측이 상기 탄성부재를 개재하여 상기 연결부 내측에 삽입되는 길이조절용 가이드핀과, 상기 가이드핀의 타측이 내측에 삽입되는 내진보강파이프와, 상기 연결부의 볼트탭에 체결되어 상기 연결부와 상기 가이드핀 또는 상기 내진보강파이프를 결합시키는 아답터로 구성되는, 내진보강장치;를 포함하되, 상기 내진보강파이프는 상이한 간격으로 이격된 인접하는 상기 하부지주 사이에 상기 탄성부재와 상기 가이드핀을 통해 수평방향으로 유연하게 결합되는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루를 제공한다.In order to achieve the above object, the present invention, a raised floor panel on which the computing equipment is mounted on the top; A panel support bracket supporting a lower end of the raised floor panel; An upper column coupled in a vertical direction from a lower end of the panel support bracket and having a bolt tab formed on an outer peripheral surface thereof; An upper post fastening nut having a bolt tab formed on an inner surface is integrally fixedly formed at the front end portion into which the upper post is inserted, and the bolt tab of the upper post and the inner bolt tab of the upper post fastening nut are fastened, and the A lower post which is locked and fixed with the upper post by means of an upper post fixing nut fastened with the bolt tab of the upper post; A floor fixing support foot plate, wherein the lower posts are vertically coupled and fixed to the floor surface; And a left and right post fixing housing that is mutually coupled to each other opposite the middle of the lower post, and a connection part extending from one side of the left and right post fixing housing in one of the first to fourth directions in a horizontal direction or more, and a bolt tab formed on the outer peripheral surface of the front end. And, an elastic member inserted inside the connection part, a guide pin for length adjustment inserted into the connection part through one side of the elastic member, a seismic reinforcing pipe in which the other side of the guide pin is inserted, and the connection part Including, the seismic reinforcement device is fastened to the bolt tab and composed of an adapter for coupling the connection part and the guide pin or the seismic reinforcement pipe, wherein the seismic reinforcement pipe is between the adjacent lower posts spaced at different intervals. It provides a raised floor provided with a seismic reinforcement device that is flexible in the horizontal direction through the elastic member and the guide pin, the floor height adjustment is free.
여기서, 상기 내진보강장치에서, 상기 가이드핀은 상기 분할된 좌우 지주고정하우징의 내측으로부터 상기 연결부로 삽입되어 외측으로 노출되고, 상기 가이드핀의 후단에 스토퍼가 형성되어 상기 가이드핀을 상기 연결부 내측공간에 제한시키며, 상기 탄성부재는 압축스프링이고 일측은 상기 스토퍼에 밀착되고, 타측은 상기 연결부의 내측에 형성된 볼트탭에 체결되는 무두볼트에 의해 고정되고, 상기 내진보강파이프의 양측 종단에는 외측으로 확장되는 나팔형 스토퍼가 형성되며, 상기 아답터는 일단 내측에 상기 나팔형 스토퍼에 의해 제한되는 내측 스토퍼가 형성된 너트로 구성되고, 상기 너트는 상기 내진보강파이프에 삽입 결합되고 상기 연결부의 볼트탭과 체결되어 상기 내진보강파이프를 상기 연결부에 고정시킬 수 있다.Here, in the seismic reinforcement device, the guide pin is inserted into the connection part from the inside of the divided left and right post fixing housing to be exposed to the outside, and a stopper is formed at the rear end of the guide pin to place the guide pin inside the connection part. The elastic member is a compression spring, one side is in close contact with the stopper, the other side is fixed by a tanning bolt fastened to a bolt tab formed on the inner side of the connection, and extends outward at both ends of the seismic reinforcing pipe A trumpet-type stopper is formed, and the adapter is composed of a nut having an inner stopper limited by the trumpet-type stopper at one end, and the nut is inserted into the seismic reinforcing pipe and fastened with the bolt tab of the connection part. The seismic reinforcing pipe may be fixed to the connection part.
또는, 상기 내진보강장치에서, 상기 가이드핀의 양측 종단 외주면에 제1 및 제2 돌출형 스토퍼가 돌출형성되며, 상기 연결부 전단에는 상기 제1 돌출형 스토퍼가 삽입되는 슬롯이 절개형성되며, 상기 탄성부재는 쿠션고무 또는 판스프링이고, 상기 연결부 내측에 상기 쿠션고무 또는 판스프링이 삽입되어 상기 가이드핀의 일측에 만입형성된 탄성부재 안착부에 수용된 상기 쿠션고무 또는 판스프링과 밀착하며, 상기 내진보강파이프의 양측 종단에는 상기 제2 돌출형 스토퍼에 상응하는 슬롯이 형성되고, 상기 아답터는 너트로 구성되며, 상기 제2 돌출형 스토퍼는 쿠션형으로 구성되며, 상기 너트는 상기 제2 돌출형 스토퍼를 통과하여 상기 가이드핀에 삽입되어 상기 제1 돌출형 스토퍼의 후단에 밀착되고 상기 연결부의 볼트탭과 체결되어 상기 연결부와 상기 내진보강파이프를 상호 고정시킬 수 있다.Alternatively, in the seismic reinforcement device, first and second protruding stoppers are protruded on the outer peripheral surfaces of both ends of the guide pin, and slots into which the first protruding stoppers are inserted are cut out at the front end of the connection part, and the elasticity The member is a cushion rubber or a leaf spring, and the cushion rubber or leaf spring is inserted into the connection portion to be in close contact with the cushion rubber or leaf spring accommodated in an elastic member seating portion recessed in one side of the guide pin, and the earthquake-resistant reinforcing pipe Slots corresponding to the second protruding stoppers are formed at both ends of the, the adapter is composed of a nut, the second protruding stopper is composed of a cushion type, and the nut passes through the second protruding stopper. Thus, it is inserted into the guide pin and is in close contact with the rear end of the first protruding stopper, and is fastened with a bolt tab of the connection part to fix the connection part and the seismic reinforcing pipe to each other.
또한, 상기 상부지주의 상단에는 스터드헤드가 형성되며, 상기 상부지주는 상기 패널지지브라켓의 중앙에 관통형성된 관통홀 상부로부터 삽입되며, 상기 관통홀의 저면에 형성된 스터드헤드 스토퍼에 의해 제한되고, 상기 관통홀에 체결되어 스터드헤드를 가압하여 고정하는 무두볼트를 포함하고, 상기 패널지지브라켓의 저면에는 수평가이드핀이 수직방향으로 연장형성되며, 상기 상부지주가 관통결합되고 상기 수평가이드핀을 지지하는 수평베이스판이 형성되고, 상기 수평베이스판의 저면은 상기 상부지주에 고정결합되는 높이조절용 너트에 의해 지지되어, 상기 높이조절용 너트의 회전에 의해 상기 하부지주에 대한 상기 패널지지브라켓의 높이를 자유롭게 조절할 수 있다.In addition, a stud head is formed at the upper end of the upper column, and the upper column is inserted from an upper portion of the through hole formed through the center of the panel support bracket, and is limited by a stud head stopper formed on the bottom surface of the through hole, and It includes a headless bolt that is fastened to the hole to pressurize the stud head, and a horizontal guide pin is formed to extend in a vertical direction on the bottom of the panel support bracket, and the upper column is penetrated to support the horizontal guide pin. A base plate is formed, and the bottom surface of the horizontal base plate is supported by a height adjustment nut fixedly coupled to the upper column, so that the height of the panel support bracket relative to the lower column can be freely adjusted by rotation of the height adjustment nut. have.
또한, 상기 수평베이스판에는 상기 수평가이드핀에 상응하는 핀가이드홀이 형성될 수 있다.In addition, a pin guide hole corresponding to the horizontal guide pin may be formed in the horizontal base plate.
또한, 상기 수평가이드핀에 수평완충용 압축스프링이 결합형성될 수 있다.In addition, a compression spring for horizontal buffering may be coupled to the horizontal guide pin.
또한, 상기 내진보강파이프는, 인접하는 상기 하부지주의 배열형태에 따라 정사각형구조, 직사각형구조, 또는 X형구조로 고정결합되도록, 상기 연결부를 구비할 수 있다.In addition, the seismic reinforcing pipe may be provided with the connection portion so as to be fixedly coupled to a square structure, a rectangular structure, or an X-shaped structure according to the arrangement of the adjacent lower posts.
또한, 상기 내진보강장치는, 요구되는 내진성능 또는 상기 하부지주의 높이에 따라, 1단 또는 2단으로 구성될 수 있다.In addition, the seismic reinforcement device may be configured in one or two stages according to the required seismic performance or the height of the lower post.
또한, 상기 분할된 좌우 지주고정하우징은 고무재질 또는 플라스틱재질의 지주압착시트를 개재하여 상기 하부지주에 상호 고정결합될 수 있다.In addition, the divided left and right post fixing housings may be fixedly coupled to each other to the lower post through a post compression sheet made of a rubber material or a plastic material.
또한, 상기 분할된 좌우 지주고정하우징의 일측은 끼움방식으로 체결되고, 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합되거나, 상기 분할된 좌우 지주고정하우징의 일측은 회전식 단일리벳체결방식으로 체결되고, 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합되거나, 상기 분할된 좌우 지주고정하우징의 일측과 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합될 수 있다.In addition, one side of the divided left and right post fixing housing is fastened by a fitting method, and the other side is fastened with a bolt, so that the left and right post fixing housings are mutually fixedly coupled to the lower post, or one side of the divided left and right post fixing housings is a rotary type. It is fastened by a single rivet fastening method, and the other side is bolted, and the left and right post fixing housings are fixedly coupled to each other to the lower post, or one side and the other side of the divided left and right post fixing housings are bolted to each other, and the left and right post fixing housings May be fixedly coupled to each other on the lower column.
또한, 상기 바닥고정지주발판의 모서리에는 볼트고정홀이 각각 형성되고, 상기 볼트고정홀을 통해 바닥면에 볼트고정될 수 있다.In addition, bolt fixing holes are formed at the corners of the floor fixing base plate, respectively, and bolts may be fixed to the bottom surface through the bolt fixing holes.
또는, 상기 바닥고정지주발판의 저면에 도포된 접착제에 의해 바닥면에 고정될 수도 있다.Alternatively, it may be fixed to the floor by an adhesive applied to the bottom of the floor fixing base.
또한, 상기 무두볼트를 대체하여, 측면에 한쌍의 잠금돌기가 형성되며, 상단에는 렌치 또는 드라이버와 결합되는 공구삽입홈이 만입형성되고, 하단에는 상기 스터드헤드가 결합되는 스터드헤드 캡이 만입형성된 마감용 블럭이 적용되며, 상기 잠금돌기에 상응하여, 상기 패널지지브라켓의 관통홀에 L자형상의 잠금슬롯이 형성되어, 상기 마감용 블럭이 상기 패널지지브라켓의 관통홀에 삽입고정될 수 있다.In addition, in place of the tanning bolt, a pair of locking protrusions are formed on the side, a tool insertion groove coupled with a wrench or a driver is indented at the top, and a stud head cap to which the stud head is coupled is indented at the lower end. A block is applied, and corresponding to the locking protrusion, an L-shaped locking slot is formed in the through hole of the panel support bracket, so that the closing block can be inserted and fixed in the through hole of the panel support bracket.
본 발명에 의하면, 내진보강파이프를 상이한 간격으로 이격된 인접하는 하부지주 사이에 탄성부재와 가이드핀을 통해 수평방향으로 유연하게 결합시키고, 조립완료후에도 이중마루패널의 제거없이 상부지주의 스터드헤드에 의해 패널지지브라켓의 수직높이를 자유롭게 조절할 수 있는 효과가 있다.According to the present invention, the seismic reinforcing pipe is flexibly coupled in the horizontal direction through an elastic member and a guide pin between adjacent lower posts separated at different intervals, and even after the assembly is completed, it is attached to the stud head of the upper post without removing the raised floor panel. This has the effect of being able to freely adjust the vertical height of the panel support bracket.
또한, 기존의 내진보강장치에 비해 볼트체결구성을 최소화하며, 장기간 사용시 빈번한 진동에도 연결부와 내진보강파이프 사이의 체결강도를 높일 수 있고, 규격화 및 표준화된 내진보강파이프를 통해서도 이격거리가 상이한 하부지주 사이에 유연하게 적용하여 양산이 가능한 효과가 있다.In addition, compared to the existing seismic reinforcing device, the bolting configuration is minimized, and the joint strength between the connection part and the seismic reinforcing pipe can be increased even with frequent vibrations when used for a long period of time, and the lower post with different separation distances through standardized and standardized seismic reinforcing pipes. It has the effect of being able to mass-produce by applying it flexibly between
더 나아가, 가이드핀과 아답터의 체결에 의해 체결강도를 보다 높이고, 협소한 공간에서 현장 조립과 분해를 쉽게 수행하도록 하고 설치 및 유지보수가 용이하도록 할 수 있는 효과가 있다.Furthermore, there is an effect of increasing the fastening strength by fastening the guide pin and the adapter, making it easy to assemble and disassemble on-site in a narrow space, and facilitate installation and maintenance.
도 1은 본 발명에 의한 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루의 사시도를 나타낸 것이다.1 is a perspective view of a raised floor provided with a seismic reinforcement device for free floor height adjustment according to the present invention.
도 2는 도 1의 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루의 제1실시예에 의한 이중마루를 예시한 것이다.FIG. 2 illustrates a raised floor according to a first embodiment of a raised floor provided with a seismic reinforcing device in which the floor height of FIG. 1 is adjustable.
도 3은 도 2의 이중마루의 내진보강장치를 분리도시한 것이다.3 is a separate view showing the seismic reinforcement device of the raised floor of FIG.
도 4는 도 2의 내진보강장치의 분해조립도를 나타낸 것이다.4 is an exploded view showing the seismic reinforcement device of FIG. 2.
도 5는 도 2의 내진보강장치의 부품도를 나타낸 것이다.5 is a diagram showing a component of the seismic reinforcement device of FIG. 2.
도 6은 도 1의 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루의 제2실시예에 의한 이중마루를 예시한 것이다.6 illustrates a raised floor according to a second embodiment of a raised floor provided with a seismic reinforcement device in which the floor height of FIG. 1 is adjustable.
도 7은 도 6의 내진보강장치의 분해조립도를 나타낸 것이다.7 is an exploded view of the seismic reinforcement device of FIG. 6.
도 8은 도 6의 내진보강장치의 부품도를 나타낸 것이다.8 is a view showing a component of the seismic reinforcement device of FIG.
도 9 및 도 10은 도 1의 상부지주의 제1구성 및 제2구성을 각각 예시한 것이다.9 and 10 illustrate a first configuration and a second configuration of the upper column of FIG. 1, respectively.
도 11은 도 9 및 도 10의 상부지주의 제1구성 및 제2구성의 부품도를 각각 예시한 것이다.11 is a diagram illustrating a component diagram of a first configuration and a second configuration of the upper column of FIGS. 9 and 10, respectively.
도 12는 도 11의 상부지주가 적용된 이중마루의 구조도를 예시한 것이다.12 is an illustration of the structure of a raised floor to which the upper column of FIG. 11 is applied.
도 13은 도 2의 제1실시예에 의한 이중마루의 설치순서도를 나타낸 것이다.13 is a flowchart illustrating an installation procedure of a raised floor according to the first embodiment of FIG. 2.
도 14는 도 1의 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루의 내진보강파이프의 배열구조를 예시한 것이다.FIG. 14 is a diagram illustrating an arrangement structure of a seismic reinforcement pipe of a raised floor provided with a seismic reinforcement device in which the floor height of FIG. 1 is adjustable.
도 15는 도 11의 패널지지브라켓에 결합되는 마감용 블럭을 예시한 것이다.FIG. 15 is an illustration of a finishing block coupled to the panel support bracket of FIG. 11.
이하, 첨부된 도면을 참조로 전술한 특징을 갖는 본 발명의 실시예를 더욱 상세히 설명하고자 한다.Hereinafter, embodiments of the present invention having the above-described features will be described in more detail with reference to the accompanying drawings.
도 1 내지 도 15를 참조하면, 본 발명에 의한 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루는, 전체적으로, 상단에 전산장비(미도시)가 안착되는 이중마루패널(110)과, 이중마루패널(110)을 지지하는 패널지지브라켓(120)과, 패널지지브라켓(120)에 결합되는 상부지주(130)와, 상부지주(130)가 삽입 고정되는 하부지주(140)와, 하부지주(140)가 수직방향으로 결합되고 바닥면에 고정되는 바닥고정지주발판(150)과, 하부지주(140)에 상호 결합되는 좌우 지주고정하우징(161A,B)과, 좌우 지주고정하우징(161A,B)으로부터 제1 내지 제4방향 중 어느 한 수평방향 이상으로 연장형성된 연결부(162)와, 연결부(162) 내측에 삽입 형성된 탄성부재(163)와, 탄성부재(163)를 개재하여 연결부(162) 내측에 삽입되는 길이조절용 가이드핀(164)과, 가이드핀(164)이 내측에 삽입되는 내진보강파이프(165)와, 연결부(162)에 체결되어 연결부(162)와 가이드핀(164) 또는 내진보강파이프(165)를 결합시키는 아답터(166)로 구성되는, 내진보강장치(160)를 포함하여, 볼트체결부를 최소화하며, 협소한 공간에서 현장 조립과 분해를 쉽게 수행하도록 하며, 가이드핀(164)을 규격화하면서도 하부지주(140) 사이의 다양한 이격거리에 유연하게 대응하도록 하며, 가이드핀(164)과 아답터(166)의 체결에 의해 체결강도를 높이며, 패널지지브라켓(120)의 높이조절이 자유롭도록 하고, 설치 및 유지보수가 용이하도록 하는 것을 요지로 한다.1 to 15, a raised floor equipped with a seismic reinforcement device for free floor height adjustment according to the present invention, as a whole, includes a raised floor panel 110 on which a computer equipment (not shown) is seated on the top, and A panel support bracket 120 supporting the floor panel 110, an upper post 130 coupled to the panel support bracket 120, a lower post 140 into which the upper post 130 is inserted and fixed, and a lower post (140) a floor fixing base plate 150 which is vertically coupled and fixed to the floor surface, left and right post fixing housings 161A and B that are mutually coupled to the lower post 140, and left and right post fixing housings 161A, The connecting portion 162 extending from B) in one of the first to fourth directions or more in the horizontal direction, the elastic member 163 inserted into the connecting portion 162, and the connecting portion 162 through the elastic member 163 ) The guide pin 164 for length adjustment inserted into the inside, the seismic reinforcing pipe 165 into which the guide pin 164 is inserted inside, and the connection part 162 is fastened to the connection part 162 and the guide pin 164 or Including the seismic reinforcement device 160, which is composed of an adapter 166 that couples the seismic reinforcement pipe 165, minimizes the bolted portion, makes it easy to assemble and disassemble on-site in a narrow space, and guide pins ( While standardizing the 164), it flexibly responds to various separation distances between the lower posts 140, increases the fastening strength by fastening the guide pin 164 and the adapter 166, and adjusts the height of the panel support bracket 120 The gist is to make this free, and to make installation and maintenance easy.
우선, 패널지지브라켓(120)은 이중마루패널(110) 하단을 지지한다.First, the panel support bracket 120 supports the bottom of the raised floor panel 110.
다음, 상부지주(130)는, 패널지지브라켓(120)의 하단으로부터 수직방향으로 결합되고, 외주면에 볼트탭(131)이 형성되어, 하부지주(140)에 삽입체결되어 고정된다.Next, the upper post 130 is vertically coupled from the lower end of the panel support bracket 120, a bolt tab 131 is formed on the outer circumferential surface, and is inserted and fastened to the lower post 140 and fixed.
다음, 하부지주(140) 내측으로 상부지주(130)가 삽입되며, 하부지주(140)의 전단부에는 내측면에 볼트탭이 형성된 상부지주 체결너트(141)가 일체로 고정 형성되고, 상부지주(130)의 삽입시, 상부지주(130)의 볼트탭(131)과 상부지주 체결너트(141)의 내측 볼트탭이 상호 체결된다.Next, the upper post 130 is inserted into the lower post 140, and at the front end of the lower post 140, an upper post fastening nut 141 with a bolt tab formed on the inner surface is integrally fixedly formed, and the upper post 140 When the (130) is inserted, the bolt tab 131 of the upper post 130 and the inner bolt tab of the upper post fastening nut 141 are mutually fastened.
여기서, 상부지주 고정너트(142)는 상부지주(130)의 볼트탭과 체결되어서, 상부지주(130)와 하부지주(140)를 상호 락킹하여 상부지주(130)를 견고하게 고정시킨다.Here, the upper post fixing nut 142 is fastened with the bolt tab of the upper post 130 to securely fix the upper post 130 by locking the upper post 130 and the lower post 140 to each other.
다음, 바닥고정지주발판(150)은, 도 2에 도시된 바와 같이, 모서리에 볼트고정홀(151)이 각각 형성되고, 볼트고정홀(151)을 통해 바닥면에 견고하게 볼트고정되거나, 바닥고정지주발판(150)의 저면에 도포된 접착제(미도시)에 의해 바닥면에 견고하게 고정될 수 있다.Next, the floor fixing base plate 150, as shown in FIG. 2, is formed with bolt fixing holes 151 at the corners, respectively, and bolted firmly to the floor surface through the bolt fixing holes 151, or It may be firmly fixed to the bottom surface by an adhesive (not shown) applied to the bottom surface of the fixed base plate 150.
다음, 내진보강장치(160)는, 하부지주(140)의 중단부에 대향하여 파이프형상으로 상호 결합되는 좌우 지주고정하우징(161A,B)과, 좌우 지주고정하우징(161A,B)의 일측으로부터 제1 내지 제4방향 중 어느 한 수평방향 이상으로 연장형성되고 전단 외주면에는 볼트탭(162a)이 형성된 연결부(162)와, 연결부(162) 내측에 삽입 형성된 탄성부재(163)와, 일측이 탄성부재(163)를 개재하여 연결부(162) 내측에 삽입되는 길이조절용 가이드핀(164)과, 가이드핀(164)의 타측이 내측에 삽입되는 내진보강파이프(165)와, 연결부(162)의 외측 볼트탭(162a)에 체결되어 연결부(162)와 가이드핀(164) 또는 내진보강파이프(165)를 결합시키는 아답터(166)로 구성된다.Next, the seismic reinforcement device 160, from one side of the left and right post fixing housings (161A, B) and the left and right post fixing housings (161A, B) that are mutually coupled in the shape of a pipe facing the middle of the lower post (140) The connecting portion 162 extending in one of the first to fourth directions and having a bolt tab 162a formed on the outer circumferential surface of the front end, the elastic member 163 inserted into the connecting portion 162, and one side is elastic A guide pin for length adjustment 164 inserted into the inner side of the connection part 162 through the member 163, a seismic reinforcing pipe 165 in which the other side of the guide pin 164 is inserted into the inner side, and the outer side of the connection part 162 It is fastened to the bolt tab (162a) is composed of an adapter 166 for coupling the connection portion 162 and the guide pin 164 or the earthquake-resistant reinforcing pipe 165.
구체적으로, 도 2 내지 도 5에 도시된 제1실시예의 내진보강장치(160)에서, 가이드핀(164)은 분할된 좌우 지주고정하우징(161A,B)의 내측으로부터 연결부(162)로 삽입되어 외측으로 노출되고, 가이드핀(164)의 후단에 스토퍼(164a)가 형성되어 가이드핀(164)을 연결부(162) 내측공간에 제한시킨다.Specifically, in the seismic reinforcing device 160 of the first embodiment shown in Figs. 2 to 5, the guide pin 164 is inserted into the connection part 162 from the inside of the divided left and right post fixing housings 161A and B. Exposed to the outside, a stopper (164a) is formed at the rear end of the guide pin (164) to limit the guide pin (164) to the inner space of the connecting portion (162).
또한, 탄성부재(163)는 압축스프링이며, 일측은 스토퍼(164a)에 밀착되고, 타측은 연결부(162)의 내측에 형성된 내측 볼트탭(미도시)에 체결되는 무두볼트(167)에 의해 압축고정된다.In addition, the elastic member 163 is a compression spring, one side is in close contact with the stopper (164a), the other side is compressed by a tanning bolt 167 fastened to the inner bolt tab (not shown) formed on the inner side of the connection part 162 It is fixed.
또한, 내진보강파이프(165)의 양측 종단에는 외측으로 확장되는 나팔형 스토퍼(165a)가 형성되며, 아답터(166)는 일단 내측에 나팔형 스토퍼(165a)에 의해 제한되는 내측 스토퍼(166a)가 형성된 너트로 구성되고, 너트는 내진보강파이프(165)에 삽입 결합되고 연결부(162)의 볼트탭(162a)과 체결되어 가이드핀(164)을 탄성적으로 개재하여 내진보강파이프(165)를 연결부(162)에 견고하게 고정시켜서, 장기간 사용시 빈번한 진동에도 연결부(162)와 내진보강파이프(165) 사이의 체결강도를 높일 수 있고, 규격화 및 표준화된 내진보강파이프(165)를 통해서도 이격거리가 상이한 하부지주(140) 사이에 유연하게 적용하여 양산이 가능하다.In addition, both ends of the seismic reinforcing pipe 165 are formed with a flared stopper 165a extending outward, and the adapter 166 has an inner stopper 166a limited by the flap-shaped stopper 165a at one end inside. Consisting of a formed nut, the nut is inserted and coupled to the seismic reinforcing pipe 165 and fastened with the bolt tab 162a of the connection portion 162 to elastically interpose the guide pin 164 to connect the seismic reinforcing pipe 165 By firmly fixing to (162), it is possible to increase the tightening strength between the connection part 162 and the seismic reinforcing pipe 165 even with frequent vibrations during long-term use, and the separation distance is different even through the standardized and standardized seismic reinforcing pipes 165. Mass production is possible by flexibly applying between the lower posts 140.
또는, 도 6 내지 도 8에 도시된 제2실시예의 내진보강장치(160)에서, 가이드핀(164)의 양측 종단 외주면에 직각삼각형 단면구조의 제1 및 제2 돌출형 스토퍼(164-1,2)가 각각 돌출형성되고, 연결부(162) 전단에는 제1 돌출형 스토퍼(164-1)가 삽입되는 슬롯(162c)이 길이방향으로 절개형성된다.Alternatively, in the seismic reinforcing device 160 of the second embodiment shown in FIGS. 6 to 8, the first and second protruding stoppers 164-1 having a right triangle cross-sectional structure on the outer peripheral surfaces of both ends of the guide pin 164, 2) are each protruding, and a slot 162c into which the first protruding stopper 164-1 is inserted is cut in the longitudinal direction at the front end of the connection part 162.
또한, 탄성부재(163)는 쿠션고무 또는 판스프링이고, 연결부(162) 내측에 쿠션고무 또는 판스프링이 삽입되어 가이드핀(164)의 일측에 만입형성된 탄성부재 안착부(164-3)에 수용된 쿠션고무 또는 판스프링과 밀착하고, 내진보강파이프(165)의 양측 종단에는 제2 돌출형 스토퍼(164-2)에 상응하는 슬롯(165b)이 길이방향으로 형성된다.In addition, the elastic member 163 is a cushion rubber or a plate spring, and a cushion rubber or a plate spring is inserted into the connection part 162 to be accommodated in the elastic member seating portion 164-3 recessed into one side of the guide pin 164 In close contact with the cushion rubber or the plate spring, slots 165b corresponding to the second protruding stoppers 164-2 are formed at both ends of the earthquake-resistant reinforcing pipe 165 in the longitudinal direction.
또한, 아답터(166)는 너트로 구성되며, 제2 돌출형 스토퍼(164-2)는 쿠션형으로 구성되어 너트의 내진보강파이프(165)로의 삽입을 원활하게 하며, 너트는 제2 돌출형 스토퍼(164-2)를 통과하여 가이드핀(164)에 삽입되어 제1 돌출형 스토퍼(164-1)의 후단에 밀착되고 연결부(162)의 볼트탭(162a)과 체결되어 연결부(162)와 내진보강파이프(165)를 상호 견고하게 고정시켜서, 장기간 사용시 빈번한 진동에도 연결부(162)와 내진보강파이프(165) 사이의 체결강도를 높일 수 있고, 규격화 및 표준화된 내진보강파이프(165)를 통해서도 이격거리가 상이한 하부지주(140) 사이에 유연하게 적용하여 양산이 가능하다.In addition, the adapter 166 is composed of a nut, and the second protruding stopper 164-2 is composed of a cushion type to facilitate the insertion of the nut into the seismic reinforcing pipe 165, and the nut is a second protruding stopper. It is inserted into the guide pin 164 through the (164-2) and is in close contact with the rear end of the first protruding stopper (164-1), and is fastened with the bolt tab (162a) of the connection part 162 to prevent the connection part 162 and earthquake resistance. By firmly fixing the reinforcing pipes 165 to each other, it is possible to increase the fastening strength between the connection part 162 and the seismic reinforcing pipe 165 even with frequent vibrations during long-term use, and also spaced through the standardized and standardized seismic reinforcing pipes 165 Mass production is possible by flexibly applying between the lower posts 140 with different distances.
도 9 내지 도 11에 도시된 바와 같이, 상부지주(130)의 상단에는 스터드헤드(132)가 형성되며, 상부지주(130)는 패널지지브라켓(120)의 중앙에 관통형성된 관통홀(121) 상부로부터 삽입되며, 관통홀(121)의 저면에 형성된 스터드헤드 스토퍼(122)에 의해 제한되고, 관통홀(121)에 볼트체결되어 스터드헤드(132)를 가압하여 고정하는 마감용 무두볼트(123)를 포함한다.9 to 11, a stud head 132 is formed at the upper end of the upper post 130, and the upper post 130 is a through hole 121 formed through the center of the panel support bracket 120 A finishing tanning bolt 123 that is inserted from the top and is limited by the stud head stopper 122 formed on the bottom of the through hole 121, and is bolted to the through hole 121 to pressurize and fix the stud head 132 ).
여기서, 마감용 무두볼트(123)의 상단에는 렌치 또는 드라이버와 결합되는 공구삽입홈(123a)이 만입형성되고, 하단에는 스터드헤드(132)가 결합되는 스터드헤드 캡(123b)이 만입형성된다.Here, a tool insertion groove 123a coupled with a wrench or a driver is indented at the top of the finish tanning bolt 123, and a stud head cap 123b to which the stud head 132 is coupled is indented at the bottom.
또는, 도 15에 도시된 바와 같이, 마감용 무두볼트(123)를 대체하여, 측면에 한쌍의 잠금돌기(123-1a)가 형성되며, 상단에는 렌치 또는 드라이버와 결합되는 공구삽입홈(123a)이 만입형성되고, 하단에는 스터드헤드(132)가 결합되는 스터드헤드 캡(123b)이 만입형성된 마감용 블럭(123-1)이 적용될 수 있다.Or, as shown in Figure 15, replacing the headless bolt 123 for finishing, a pair of locking protrusions 123-1a are formed on the side, and a tool insertion groove 123a coupled with a wrench or a driver at the top The indentation is formed, and a stud head cap 123b to which the stud head 132 is coupled may be applied to the bottom of the finishing block 123-1 in which the indentation is formed.
여기서, 잠금돌기(123-1a)에 상응하여, 패널지지브라켓(120)의 관통홀(121)에 L자형상의 잠금슬롯(123-1b)이 형성되어서, 마감용 블럭(123-1)이 패널지지브라켓(120)의 관통홀(121)에 삽입고정될 수 있다.Here, corresponding to the locking protrusion 123-1a, an L-shaped locking slot 123-1b is formed in the through hole 121 of the panel support bracket 120, so that the closing block 123-1 is It may be inserted and fixed into the through hole 121 of the support bracket 120.
또한, 마감용 블럭(123-1)을 패널지지브라켓(120)의 관통홀(121)에 억지박음 또는 용접에 의해 삽입고정시킬 수도 있다.In addition, the closing block 123-1 may be inserted and fixed in the through hole 121 of the panel support bracket 120 by force fitting or welding.
또한, 패널지지브라켓(120)의 저면에는 수평가이드핀(124)이 수직방향으로 연장형성되며, 상부지주(130)가 관통결합되고 수평가이드핀(124)을 지지하는 수평베이스판(125)이 형성되고, 수평베이스판(125)의 저면은 상부지주(130)에 고정결합되는 높이조절용 너트(126)에 의해 지지되어서, 높이조절용 너트(126)의 정역회전에 의해 하부지주(140)에 대한 패널지지브라켓(120)의 높이를 자유롭게 조절하도록 구성할 수도 있다.In addition, on the bottom of the panel support bracket 120, a horizontal guide pin 124 is formed extending in the vertical direction, and the upper post 130 is penetrated and a horizontal base plate 125 supporting the horizontal guide pin 124 is provided. It is formed, and the bottom surface of the horizontal base plate 125 is supported by a height adjustment nut 126 fixedly coupled to the upper column 130, so that the lower column 140 is rotated forward and backward by the height adjustment nut 126. It may be configured to freely adjust the height of the panel support bracket 120.
한편, 높이조절용 너트(126)는, 조립완료후, 상부지주(130)에 용접고정된다.On the other hand, the height adjustment nut 126, after the assembly is completed, is fixed by welding to the upper column 130.
여기서, 도 9를 참고하면, 수평베이스판(125)은 상부지주(130)에 볼트고정없이 프리상태로 결합하여, 높이조절용 너트(126)의 회전에 의해 이중마루패널(110) 상부에 적재되는 전산장비의 하중에 따라 수평베이스판(125)도 연동하여 회전할 수 있으나, 수평베이스판(125)의 수평은 안정적으로 유지될 수 있다.Here, referring to FIG. 9, the horizontal base plate 125 is coupled to the upper column 130 in a free state without fixing bolts, and is loaded on the raised floor panel 110 by the rotation of the height adjustment nut 126. Depending on the load of the computing equipment, the horizontal base plate 125 may rotate in conjunction with each other, but the horizontal base plate 125 may be stably maintained.
또한, 도 10을 참고하면, 수평베이스판(125)에는 수평가이드핀(124)에 상응하는 핀가이드홀(125a)이 형성되어서, 높이조절용 너트(126)의 회전에 의해서도 수평베이스판(125)은 정지상태를 유지하여, 수평가이드핀(124)의 수직방향 유동을 가이드하면서 수평베이스판(125)의 수평을 안정적으로 유지할 수도 있다.In addition, referring to FIG. 10, the horizontal base plate 125 has a pin guide hole 125a corresponding to the horizontal guide pin 124, so that the horizontal base plate 125 is also rotated by the height adjustment nut 126. By maintaining a stationary state, it is possible to stably maintain the horizontal of the horizontal base plate 125 while guiding the vertical flow of the horizontal guide pin 124.
추가로, 수평가이드핀(124)에 수평완충용 압축스프링(127)이 결합형성되어서, 수평완충용 압축스프링(127)의 장력보다 작은 하중의 전산장비의 수직방향 충격 또는 진동에 대한 완충효과를 제공하도록 구성할 수도 있다.In addition, the horizontal buffer compression spring 127 is coupled to the horizontal guide pin 124, so that the buffering effect against the vertical impact or vibration of the computing equipment of a load smaller than the tension of the horizontal buffer compression spring 127 It can also be configured to provide.
한편, 도 14에 도시된 바와 같이, 내진보강파이프(165)는, 인접하는 하부지주(140)의 배열형태에 따라 정사각형구조, 직사각형구조, 또는 X형구조로 고정결합되도록 다수의 연결부(162)를 구비하여서, 다양한 설치구조의 이중마루에 적응적으로 조립 적용할 수 있다.On the other hand, as shown in Figure 14, the seismic reinforcing pipe 165, a plurality of connection parts 162 to be fixedly coupled in a square structure, a rectangular structure, or an X-shaped structure according to the arrangement of the adjacent lower posts 140 By providing, it can be adaptively assembled and applied to raised floors of various installation structures.
또한, 도시되지는 않았으나, 내진보강장치(160)는, 요구되는 내진성능 또는 하부지주(140)의 높이에 따라, 1단 또는 2단으로 구성될 수도 있다.In addition, although not shown, the seismic reinforcement device 160 may be configured in one or two stages, depending on the required seismic performance or the height of the lower post 140.
또한, 도 8에 도시된 바와 같이, 분할된 좌우 지주고정하우징(161A,B)은 고무재질 또는 플라스틱재질의 지주압착시트(168)를 개재하여 하부지주(140)에 상호 고정결합되도록 하여서, 좌우 지주고정하우징(161A,B)의 좌우회전 또는 하부지주(140)에 대한 상하 슬립을 방지할 수도 있다.In addition, as shown in Fig. 8, the divided left and right post fixing housings 161A and B are fixedly coupled to the lower post 140 through the post pressing sheet 168 of rubber material or plastic material, It is also possible to prevent the horizontal rotation of the holding fixed housings 161A and B or the vertical slip of the lower holding column 140.
또한, 도 2 및 도 4에 도시된 바와 같이, 분할된 좌우 지주고정하우징(161A,B)의 일측은 끼움방식으로 체결되고, 타측은 볼트체결되어, 좌우 지주고정하우징(161A,B)은 하부지주(140)에 상호 고정결합되거나((a) 참조), 분할된 좌우 지주고정하우징(161A,B)의 일측은 회전식 단일리벳체결방식의 리벳체결회전부로 체결되고, 타측은 상부/하부 볼트체결구에 의해 볼트체결되어, 좌우 지주고정하우징(161A,B)은 하부지주(140)에 상호 고정결합되거나(도 2의 (b) 및 도 4 참조), 분할된 좌우 지주고정하우징(161A,B)의 일측과 타측은 볼트체결되어, 좌우 지주고정하우징(161A,B)은 하부지주(140)에 상호 고정결합될 수 있다((c) 참조).In addition, as shown in Figs. 2 and 4, one side of the divided left and right post fixing housings 161A and B is fastened by a fitting method, and the other side is bolted, so that the left and right post fixing housings 161A and B are lower Fixed to each other (see (a)) or divided to the post 140 (see (a)), one side of the divided left and right post fixed housings (161A, B) is fastened with a rotary single rivet fastening method rivet fastening rotation, the other side is fastened with upper/lower bolts Bolted by a sphere, the left and right post fixing housings 161A and B are mutually fixedly coupled to the lower post 140 (see Figs. 2 (b) and 4), or divided left and right post fixing housings 161A and B One side and the other side of) are bolted, so that the left and right post fixing housings 161A and B may be fixedly coupled to the lower post 140 (see (c)).
참고로, 도 13을 참조하여, 제1실시예에 의한 이중마루의 설치순서를 상술하면 다음과 같다.For reference, referring to FIG. 13, the installation procedure of the raised floor according to the first embodiment will be described in detail as follows.
내진보강파이프(165) 1개를 준비하여, 양쪽의 연결부(162) 사이에 위치시켜 조립준비를 수행하며(a), 내진보강파이프(165)의 일측으로 가이드핀(164)을 누르고, 타측의 가이드핀(164)을 막대기 또는 직접 손으로 누르며(b), 내진보강파이프(165)를 수평으로 정렬시키고, 막대기 또는 손을 빼내어 양측의 가이드핀(164)이 내진보강파이프(165)의 내측에 탄성부재의 탄성에 의해 튀어나오게 하고(c), 내진보강파이프(165) 양측의 아답터(166)를 동시에 스패너(미도시) 또는 손을 사용하여 체결하여 내진보강파이프(165)를 연결부(162)에 견고하여 체결고정할 수 있다.Prepare one seismic reinforcing pipe 165, and place it between the connection parts 162 on both sides to perform assembly preparation (a), press the guide pin 164 to one side of the seismic reinforcement pipe 165, and Pressing the guide pin 164 with a stick or directly (b), and aligning the seismic reinforcing pipe 165 horizontally, and pulling out the stick or hand so that the guide pins 164 on both sides of the seismic reinforcing pipe 165 Protruding by the elasticity of the elastic member (c), and fastening the adapters 166 on both sides of the seismic reinforcing pipe 165 using a spanner (not shown) or hand at the same time to connect the seismic reinforcing pipe 165 to the connection part 162 It is sturdy and can be fastened and fixed.
*한편, 앞서 언급한 내진보강장치는, 기설치된 일반 이중마루의 하부지주에 추가로만 설치되거나, 이중마루 최초 시공시, 내진보강장치를 구비한 이중마루를 설치하여 구성할 수 있다.*On the other hand, the seismic reinforcement device mentioned above can be installed only in the lower post of the existing raised floor, or when the raised floor is first constructed, a raised floor equipped with a seismic reinforcement device can be installed.
또한, 앞서 언급한 패널지지브라켓(120)과 상부지주(130)의 높이조절구성을 내진보강장치를 구비한 이중마루에 한정된 것으로 기술하였으나, 이에 제한되지 않고 일반 이중마루에 별도로 적용될 수도 있다.In addition, although the aforementioned configuration of height adjustment of the panel support bracket 120 and the upper column 130 has been described as being limited to a raised floor equipped with a seismic reinforcement device, it is not limited thereto and may be separately applied to a general raised floor.
따라서, 전술한 바와 같은 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루의 구성에 의해서, 내진보강파이프를 상이한 간격으로 이격된 인접하는 하부지주 사이에 탄성부재와 가이드핀을 통해 수평방향으로 유연하게 결합시키고, 조립완료후에도 이중마루패널의 제거없이 상부지주의 스터드헤드에 의해 패널지지브라켓의 수직높이를 자유롭게 조절하며, 기존의 내진보강장치에 비해 볼트체결구성을 최소화하며, 장기간 사용시 빈번한 진동에도 연결부와 내진보강파이프 사이의 체결강도를 높일 수 있고, 규격화 및 표준화된 내진보강파이프를 통해서도 이격거리가 상이한 하부지주 사이에 유연하게 적용하여 양산이 가능하며, 가이드핀과 아답터의 체결에 의해 체결강도를 보다 높이고, 협소한 공간에서 현장 조립과 분해를 쉽게 수행하도록 하고 설치 및 유지보수가 용이하도록 할 수 있다.Therefore, by the configuration of the raised floor with the seismic reinforcement device free to adjust the height of the floor as described above, the seismic reinforcing pipe is flexible in the horizontal direction through an elastic member and a guide pin between adjacent lower posts spaced at different intervals. The vertical height of the panel support bracket is freely adjusted by the stud head of the upper column without removing the raised floor panel even after the assembly is completed, and the bolt fastening configuration is minimized compared to the existing seismic reinforcement device, and even with frequent vibrations when used for a long time. It is possible to increase the tightening strength between the connection part and the seismic reinforcement pipe, and even through the standardized and standardized seismic reinforcement pipe, mass production is possible by flexibly applying between the lower posts with different separation distances, and the tightening strength by fastening the guide pin and the adapter. It is possible to make it easier to assemble and disassemble on-site in a narrow space and facilitate installation and maintenance.
본 명세서에 기재된 실시예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시예에 불과할 뿐이고, 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 출원 시점에 있어서 이들을 대체할 수 있는 다양한 균등물과 변형예들이 있을 수 있음을 이해하여야 한다.The embodiments described in the present specification and the configurations shown in the drawings are only the most preferred embodiments of the present invention, and do not represent all the technical spirit of the present invention, so various equivalents that can replace them at the time of the present application It should be understood that there may be water and variations.
도면 부호는 다음과 같다.Reference numerals are as follows.
110 : 이중마루패널 120 : 패널지지브라켓110: raised floor panel 120: panel support bracket
121 : 관통홀 122 : 스터드헤드 스토퍼121: through hole 122: stud head stopper
123 : 무두볼트 124 : 수평가이드핀123: headless bolt 124: horizontal guide pin
125 : 수평베이스판 126 : 높이조절용 너트125: horizontal base plate 126: height adjustment nut
127 : 수평완충용 압축스프링 130 : 상부지주127: compression spring for horizontal buffering 130: upper support
131 : 볼트탭 132 : 스터드헤드131: bolt tap 132: stud head
140 : 하부지주 141 : 상부지주 체결너트140: lower post 141: upper post fastening nut
142 : 상부지주 고정너트142: upper column fixing nut
150 : 바닥고정지주발판 151 : 볼트고정홀150: floor fixing base plate 151: bolt fixing hole
160 : 내진보강장치 161A,B : 좌우 지주고정하우징160: seismic reinforcement device 161A,B: left and right support fixed housing
162 : 연결부 163 : 탄성부재 162: connection part 163: elastic member
164 : 가이드핀 164: guide pin
164-1,2 : 제1 및 제2 돌출형 스토퍼 165 : 내진보강파이프164-1,2: first and second protruding stoppers 165: earthquake-resistant reinforcing pipe
166 : 아답터 167 : 무두볼트166: adapter 167: tan bolt
168 : 지주압착시트 170 : 회전편168: post compression sheet 170: rotating piece

Claims (13)

  1. 상단에 전산장비가 안착되는 이중마루패널;A raised floor panel on which computer equipment is mounted on the top;
    상기 이중마루패널 하단을 지지하는 패널지지브라켓;A panel support bracket supporting a lower end of the raised floor panel;
    상기 패널지지브라켓의 하단으로부터 수직방향으로 결합되고, 외주면에 볼트탭이 형성된 상부지주;An upper column coupled in a vertical direction from a lower end of the panel support bracket and having a bolt tab formed on an outer peripheral surface thereof;
    상기 상부지주가 내측으로 삽입되는 전단부에는 내측면에 볼트탭이 형성된 상부지주 체결너트가 일체로 고정 형성되며, 상기 상부지주의 볼트탭과 상기 상부지주 체결너트의 내측 볼트탭이 체결되고, 상기 상부지주의 볼트탭과 체결되는 상부지주 고정너트에 의해 상기 상부지주와 락킹되어 고정되는, 하부지주;An upper post fastening nut having a bolt tab formed on an inner surface is integrally fixedly formed at the front end portion into which the upper post is inserted, and the bolt tab of the upper post and the inner bolt tab of the upper post fastening nut are fastened, and the A lower post which is locked and fixed with the upper post by means of an upper post fixing nut fastened with the bolt tab of the upper post;
    상기 하부지주가 수직방향으로 결합되고 바닥면에 고정되는 바닥고정지주발판; 및A floor fixing support foot plate, wherein the lower posts are vertically coupled and fixed to the floor surface; And
    상기 하부지주의 중단부에 대향하여 상호 결합되는 좌우 지주고정하우징과, 상기 좌우 지주고정하우징의 일측으로부터 제1 내지 제4방향 중 어느 한 수평방향 이상으로 연장형성되고 전단 외주면에는 볼트탭이 형성된 연결부와, 상기 연결부 내측에 삽입 형성된 탄성부재와, 일측이 상기 탄성부재를 개재하여 상기 연결부 내측에 삽입되는 길이조절용 가이드핀과, 상기 가이드핀의 타측이 내측에 삽입되는 내진보강파이프와, 상기 연결부의 볼트탭에 체결되어 상기 연결부와 상기 가이드핀 또는 상기 내진보강파이프를 결합시키는 아답터로 구성되는, 내진보강장치;를 포함하되,The left and right post fixing housings that are mutually coupled to each other to face the middle of the lower post, and a connection part extending from one side of the left and right post fixing housing to a horizontal direction or more in any one of the first to fourth directions, and a bolt tab formed on the outer circumference of the front end. , An elastic member inserted inside the connection part, a guide pin for length adjustment inserted into the connection part through one side of the elastic member, a seismic reinforcing pipe in which the other side of the guide pin is inserted, and a bolt of the connection part Including; a seismic reinforcement device, which is fastened to a tab and composed of an adapter that couples the connection part and the guide pin or the seismic reinforcement pipe,
    상기 내진보강파이프는 상이한 간격으로 이격된 인접하는 상기 하부지주 사이에 상기 탄성부재와 상기 가이드핀을 통해 수평방향으로 유연하게 결합되는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.The seismic reinforcement pipe is a raised floor provided with a seismic reinforcement device that is free to adjust the height of the floor, which is flexibly coupled in a horizontal direction through the elastic member and the guide pin between adjacent lower posts spaced at different intervals.
  2. 제1항에 있어서,The method of claim 1,
    상기 내진보강장치에서,In the seismic reinforcement device,
    상기 가이드핀은 상기 분할된 좌우 지주고정하우징의 내측으로부터 상기 연결부로 삽입되어 외측으로 노출되고, 상기 가이드핀의 후단에 스토퍼가 형성되어 상기 가이드핀을 상기 연결부 내측공간에 제한시키며,The guide pin is inserted into the connection part from the inside of the divided left and right post fixing housing to be exposed to the outside, and a stopper is formed at the rear end of the guide pin to limit the guide pin to the inner space of the connection part,
    상기 탄성부재는 압축스프링이고 일측은 상기 스토퍼에 밀착되고, 타측은 상기 연결부의 내측에 형성된 볼트탭에 체결되는 무두볼트에 의해 고정되고,The elastic member is a compression spring and one side is in close contact with the stopper, and the other side is fixed by a tanning bolt fastened to a bolt tab formed on the inside of the connection part,
    상기 내진보강파이프의 양측 종단에는 외측으로 확장되는 나팔형 스토퍼가 형성되며, 상기 아답터는 일단 내측에 상기 나팔형 스토퍼에 의해 제한되는 내측 스토퍼가 형성된 너트로 구성되고, 상기 너트는 상기 내진보강파이프에 삽입 결합되고 상기 연결부의 볼트탭과 체결되어 상기 내진보강파이프를 상기 연결부에 고정시키는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.Both ends of the seismic reinforcing pipe are formed with flared stoppers extending outward, and the adapter is composed of a nut having an inner stopper limited by the trumpet-shaped stopper at one end, and the nut is attached to the seismic reinforcing pipe. Raised floor provided with a seismic reinforcement device with free floor height adjustment, characterized in that the insertion coupled and fastened with the bolt tab of the connection portion to fix the seismic reinforcement pipe to the connection portion.
  3. 제1항에 있어서,The method of claim 1,
    상기 내진보강장치에서,In the seismic reinforcement device,
    상기 가이드핀의 양측 종단 외주면에 제1 및 제2 돌출형 스토퍼가 돌출형성되며, 상기 연결부 전단에는 상기 제1 돌출형 스토퍼가 삽입되는 슬롯이 절개형성되며, 상기 탄성부재는 쿠션고무 또는 판스프링이고, 상기 연결부 내측에 상기 쿠션고무 또는 판스프링이 삽입되어 상기 가이드핀의 일측에 만입형성된 탄성부재 안착부에 수용된 상기 쿠션고무 또는 판스프링과 밀착하며,First and second protruding stoppers are protruded on the outer peripheral surfaces of both ends of the guide pin, and slots into which the first protruding stoppers are inserted are cut-out at the front end of the connection part, and the elastic member is a cushion rubber or a plate spring. , The cushion rubber or the plate spring is inserted inside the connection part to be in close contact with the cushion rubber or the plate spring accommodated in an elastic member seating portion recessed in one side of the guide pin,
    상기 내진보강파이프의 양측 종단에는 상기 제2 돌출형 스토퍼에 상응하는 슬롯이 형성되고,Slots corresponding to the second protruding stoppers are formed at both ends of the seismic reinforcing pipe,
    상기 아답터는 너트로 구성되며, 상기 제2 돌출형 스토퍼는 쿠션형으로 구성되며, 상기 너트는 상기 제2 돌출형 스토퍼를 통과하여 상기 가이드핀에 삽입되어 상기 제1 돌출형 스토퍼의 후단에 밀착되고 상기 연결부의 볼트탭과 체결되어 상기 연결부와 상기 내진보강파이프를 상호 고정시키는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.The adapter is composed of a nut, and the second protruding stopper is composed of a cushion type, and the nut is inserted into the guide pin through the second protruding stopper to be in close contact with the rear end of the first protruding stopper. Raised floor provided with a seismic reinforcement device that is free to adjust the height of the floor, characterized in that fastened to the bolt tab of the connection portion to mutually fix the connection portion and the seismic reinforcement pipe.
  4. 제2항 또는 제3항에 있어서,The method according to claim 2 or 3,
    상기 상부지주의 상단에는 스터드헤드가 형성되며, 상기 상부지주는 상기 패널지지브라켓의 중앙에 관통형성된 관통홀 상부로부터 삽입되며, 상기 관통홀의 저면에 형성된 스터드헤드 스토퍼에 의해 제한되고, 상기 관통홀에 체결되어 스터드헤드를 가압하여 고정하는 무두볼트를 포함하고,A stud head is formed at the upper end of the upper column, and the upper column is inserted from an upper portion of the through hole formed through the center of the panel support bracket, and is limited by a stud head stopper formed on the bottom surface of the through hole, and It includes a headless bolt that is fastened and pressurizes the stud head to fix it,
    상기 패널지지브라켓의 저면에는 수평가이드핀이 수직방향으로 연장형성되며, 상기 상부지주가 관통결합되고 상기 수평가이드핀을 지지하는 수평베이스판이 형성되고, 상기 수평베이스판의 저면은 상기 상부지주에 고정결합되는 높이조절용 너트에 의해 지지되어,A horizontal guide pin is formed extending in a vertical direction on the bottom surface of the panel support bracket, the upper column is penetrated and a horizontal base plate supporting the horizontal guide pin is formed, and the bottom surface of the horizontal base plate is fixed to the upper column. It is supported by a height adjustment nut to be combined,
    상기 높이조절용 너트의 회전에 의해 상기 하부지주에 대한 상기 패널지지브라켓의 높이를 자유롭게 조절하는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.Raised floor provided with a seismic reinforcement device free to adjust the height of the floor, characterized in that freely adjusting the height of the panel support bracket with respect to the lower column by rotating the height adjustment nut.
  5. 제4항에 있어서,The method of claim 4,
    상기 수평베이스판에는 상기 수평가이드핀에 상응하는 핀가이드홀이 형성되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.A raised floor provided with a seismic reinforcement device with free floor height adjustment, characterized in that a pin guide hole corresponding to the horizontal guide pin is formed in the horizontal base plate.
  6. 제5항에 있어서,The method of claim 5,
    상기 수평가이드핀에 수평완충용 압축스프링이 결합형성되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.Raised floor provided with a seismic reinforcement device free to adjust the height of the floor, characterized in that the compression spring for horizontal buffering is coupled to the horizontal guide pin.
  7. 제2항 또는 제3항에 있어서,The method according to claim 2 or 3,
    상기 내진보강파이프는, 인접하는 상기 하부지주의 배열형태에 따라 정사각형구조, 직사각형구조, 또는 X형구조로 고정결합되도록, 상기 연결부를 구비하는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.The seismic reinforcement pipe is provided with a seismic reinforcement device that is free to adjust the height of the floor, characterized in that it has the connection part so as to be fixedly coupled in a square structure, a rectangular structure, or an X-shaped structure according to the arrangement of the adjacent lower posts. A raised floor.
  8. 제2항 또는 제3항에 있어서,The method according to claim 2 or 3,
    상기 내진보강장치는, 요구되는 내진성능 또는 상기 하부지주의 높이에 따라, 1단 또는 2단으로 구성되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.The seismic reinforcement device is a raised floor provided with a seismic reinforcement device that is free to adjust the height of the floor, characterized in that it is composed of one or two stages, depending on the required seismic performance or the height of the lower post.
  9. 제2항 또는 제3항에 있어서,The method according to claim 2 or 3,
    상기 분할된 좌우 지주고정하우징은 고무재질 또는 플라스틱재질의 지주압착시트를 개재하여 상기 하부지주에 상호 고정결합되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.The divided left and right post fixing housing is a raised floor provided with a seismic reinforcement device freely adjusting the height of the floor, characterized in that fixed to each other to the lower post via a support sheet made of rubber or plastic material.
  10. 제9항에 있어서,The method of claim 9,
    상기 분할된 좌우 지주고정하우징의 일측은 끼움방식으로 체결되고, 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합되거나,One side of the divided left and right post fixing housing is fastened by a fitting method, and the other side is fastened with a bolt, so that the left and right post fixing housings are fixedly coupled to the lower post,
    상기 분할된 좌우 지주고정하우징의 일측은 회전식 단일리벳체결방식으로 체결되고, 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합되거나,One side of the divided left and right post fixing housing is fastened by a rotary single rivet fastening method, and the other side is fastened with a bolt, and the left and right post fixing housings are fixedly coupled to the lower post,
    상기 분할된 좌우 지주고정하우징의 일측과 타측은 볼트체결되어, 상기 좌우 지주고정하우징은 상기 하부지주에 상호 고정결합되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.One side and the other side of the divided left and right post fixing housings are bolted to each other, and the left and right post fixing housings are fixedly coupled to each other to the lower post. Raised floor with a seismic reinforcement device with free floor height adjustment.
  11. 제1항에 있어서,The method of claim 1,
    상기 바닥고정지주발판의 모서리에는 볼트고정홀이 각각 형성되고, 상기 볼트고정홀을 통해 바닥면에 볼트고정되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.A raised floor provided with a seismic reinforcement device with free floor height adjustment, characterized in that bolt fixing holes are formed at the corners of the floor fixing base plate, and bolted to the floor through the bolt fixing holes.
  12. 제1항에 있어서,The method of claim 1,
    상기 바닥고정지주발판의 저면에 도포된 접착제에 의해 바닥면에 고정되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.Raised floor with a seismic reinforcement device, characterized in that fixed to the floor by the adhesive applied to the bottom of the floor fixing base plate, floor height adjustment is free.
  13. 제4항에 있어서,The method of claim 4,
    상기 무두볼트를 대체하여, 측면에 한쌍의 잠금돌기가 형성되며, 상단에는 렌치 또는 드라이버와 결합되는 공구삽입홈이 만입형성되고, 하단에는 상기 스터드헤드가 결합되는 스터드헤드 캡이 만입형성된 마감용 블럭이 적용되며,In place of the tanning bolt, a pair of locking protrusions are formed on the side, a tool insertion groove coupled with a wrench or a screwdriver is indented at the top, and a stud head cap to which the stud head is coupled is indented at the lower end. Is applied,
    상기 잠금돌기에 상응하여, 상기 패널지지브라켓의 관통홀에 L자형상의 잠금슬롯이 형성되어, 상기 마감용 블럭이 상기 패널지지브라켓의 관통홀에 삽입고정되는 것을 특징으로 하는, 마루높이조절이 자유로운 내진보강장치를 구비한 이중마루.Corresponding to the locking protrusion, an L-shaped locking slot is formed in the through hole of the panel support bracket, so that the finishing block is inserted and fixed in the through hole of the panel support bracket. Raised floor with seismic reinforcement device.
PCT/KR2020/005131 2019-04-19 2020-04-17 Dual floor equipped with earthquake-proofing reinforcement device having freely adjustable floor height WO2020213967A1 (en)

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KR102143344B1 (en) * 2019-10-04 2020-08-11 주식회사 에스앤와이시스템 Access Floor with Seismic Isolator with Activation Area and Deactivation Area
KR102130597B1 (en) * 2020-01-23 2020-07-06 주식회사 에스앤와이시스템 Access floor with adjustable height
KR102347587B1 (en) * 2020-07-28 2022-01-06 주식회사 에스앤와이시스템 Access Floor with Seismic Isolator with Activation Area and Deactivation Area
KR102334074B1 (en) * 2020-07-29 2021-12-02 주식회사 안성테크 Double floor earthquake-proof reinforcement
CA3129597C (en) 2020-09-02 2023-07-18 Bil-Jax, Inc. A floor structure system and method of use
KR102358704B1 (en) * 2021-10-21 2022-02-08 주식회사 면진테크 Double floor support seismic reinforcement

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