WO2017039196A1 - Seismic construction method of building slab - Google Patents

Seismic construction method of building slab Download PDF

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Publication number
WO2017039196A1
WO2017039196A1 PCT/KR2016/009144 KR2016009144W WO2017039196A1 WO 2017039196 A1 WO2017039196 A1 WO 2017039196A1 KR 2016009144 W KR2016009144 W KR 2016009144W WO 2017039196 A1 WO2017039196 A1 WO 2017039196A1
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WO
WIPO (PCT)
Prior art keywords
slab
wall
block
elastic member
building
Prior art date
Application number
PCT/KR2016/009144
Other languages
French (fr)
Korean (ko)
Inventor
최원옥
Original Assignee
최원옥
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 최원옥 filed Critical 최원옥
Priority to US15/756,030 priority Critical patent/US20180245366A1/en
Priority to CN201680055753.XA priority patent/CN108138483A/en
Priority to JP2018530450A priority patent/JP2018529867A/en
Publication of WO2017039196A1 publication Critical patent/WO2017039196A1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/024—Structures with steel columns and beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/50—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having a general shape differing from that of a parallelepiped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/52—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0245—Pegs or pins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2002/565—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with a brick veneer facing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units

Definitions

  • the present invention relates to the seismic construction method of building slabs for obtaining a slab with excellent seismic resistance when constructing a wall using a prefabricated block and then constructing a slab installed while crossing the walls made of the prefabricated block. will be.
  • the seismic design of buildings is designed to cope with disasters such as earthquakes and strong winds and external forces transmitted to the buildings from outside.
  • structural reinforcement of column structures and beam structures and joints between columns and beams The slab will form a space bottom or ceiling of the support will have a shape that is supported on the upper part.
  • the beam structure and the slab are often constructed integrally by concrete pouring, but the seismic performance is weak in such a construction structure, and particularly in the case of high-rise buildings, it is difficult to secure structural stability, so it is difficult to guarantee the seismic stability. .
  • the construction method of the seismic building there is a slab construction method having a structure of a type through a seismic isolation device (earthquake-proof device) that can cushion the vibration between the structure and the slab as the slab is installed on the upper portion of the beam structure.
  • a seismic isolation device earthquake-proof device
  • the slab is constructed on the upper portion of the structure, when the seismic device having a shock absorbing function between the structure and the slab is provided, there is a problem that the height of the building is lowered.
  • Korean Patent Registration No. 10-1404814 (2014. 06. 12 announcement) discloses a method for constructing a seismic isolating swing slab, the patent of which the slab relative to the lower portion of the A support device installation step of installing a suspension member supporting the suspension in a flowable manner and installing a flow coupling means for coupling the suspension member to the slab and the beam structure in a relative flowable manner;
  • the suspension member has a rod shape through which the slab and the prosthetic body can flow, and a coupling part to which the flow coupling means is coupled is formed at both ends of the longitudinal direction;
  • the flow coupling means is coupled to the coupling portion of the suspension member having a pair of flow support having a passage hole through which both end regions of the suspension member flowably, and the flow support is coupled to the flow support
  • a seismic swing slab construction method comprising a flow coupling member that is supported relative to the relative flow.
  • the floor height of the building can be minimized and the slab can be expected to be suspended in a relatively flat flow, but there is a problem in that the seismic resistance due to vertical vibration cannot be secured.
  • Korean Patent Laid-Open Publication No. 10-2008-005717 discloses a 'slab seismic structure', which is a basic structure that forms a beam with a pillar member, and between one side of the slab installed in the beam and one side of the pillar member.
  • the elastic member is selected from any one of rubber, plastic, wood and styrofoam, is installed along the circumference of the pillar member, interposed between the slab and the beam, etc. Is disclosed.
  • the elastic member selected from any one of rubber, plastic, wood, and styrofoam specified as the elastic member.
  • the above-mentioned PRC compounding method is to convert the reinforced concrete ramen structure into a PC (Precast Concrete) .
  • the PC members such as PC columns, PC beams, and half slabs manufactured at the factory are transported, lifted and assembled to the site. It refers to a method of integrating a structure by pouring an overlay concrete in the field on the upper part of the joint between the members and the half slab.
  • Korean Patent Registration No. 10-1365486 previously filed and registered by the applicant, 'Preparation method for seismic assembly external block unit', or 'Seismic assembly block unit' of Korean Patent Registration No. 10-1365487 and Korea Patent Registration
  • 'Preparation method for seismic assembly external block unit' or 'Seismic assembly block unit' of Korean Patent Registration No. 10-1365487 and Korea Patent Registration
  • the construction construction method disclosed is gradually developed and adopted as a realistic construction method.
  • the present invention is to overcome the problems presented by the other techniques described above, in particular to ensure the seismic resistance of the slab in the building construction using the prefabricated block.
  • connection area between the wall and the slab is installed by the prefabricated block so that the transmission of the direct impact can be alleviated by using the elastic means to have a shockproof, while the impact noise transmitted from the slab is transmitted to the lower layer.
  • Another purpose is to make the noise isolating role possible at the same time.
  • An object of the present invention may be achieved by a slab side end finishing step of sealing the spaced apart portion between the side sections of the slab and the inner circumferential surface of the outer wall.
  • the present invention overcomes the problems presented by the other techniques described above, in particular, it is possible to secure the seismic resistance of the slab in the building construction using the prefabricated block, the present invention is also provided with a wall that is installed by the prefabricated block
  • the connection area between the slabs can be used to relieve the direct shock transmission by using elastic means to have shock resistance, and at the same time, it can also act as a noise barrier to prevent the impact noise transmitted from the slab from being transmitted to the lower floor. You can expect the effect.
  • FIG. 1 is a view showing an example of the outer wall installation step in the present invention
  • FIG. 2 is an outer block constituting the outer wall according to Figure 1 is supported and supported by the inner corner member and the intermediate tube pipe, etc. After the core block is inserted into the inner block hollow portion and the semi-hollow portion of the outer block, respectively, Drawing showing a state in which the work is made for the form fixedly supported by
  • FIG. 3 is an enlarged view illustrating only an exterior block and a core block in FIG. 2;
  • FIG. 4 is a view showing that the work can be performed repeatedly in succession after the row of work of the outer wall is made by Figs.
  • FIG. 5 is a schematic view showing a state in which an outer wall is formed by the repetitive operation according to FIGS. 1 to 4.
  • FIG. 6 is a schematic diagram illustrating that an inner wall is formed to partition the interior of the building after installation of the outer wall of FIG. 5.
  • FIG. 7 is a schematic view illustrating a state in which a beam supported by an upper end of the inner wall is made after the inner wall is formed by FIG. 6.
  • FIG. 8 is a partially enlarged view showing a connection state between an end side of a beam supported by an upper end of an inner wall and a pipe pipe by FIG. 7;
  • FIG. 9 is a schematic diagram illustrating an example of installing an upper elastic member on the upper surface of the beam after the installation of the beam is completed by FIG. 8.
  • FIG. 10 is a view showing that the side end elastic member is provided on both sides of the beam end side in the present invention, respectively
  • FIG. 11 illustrates a slab elastic sphere adopted in the present invention.
  • An inner block is positioned at the inner corner of the building wall, and an inner corner member is inserted at the center of the inner block.
  • the outer block is formed of a block hollow portion and an anti-hollow portion at an end side of the block and the outer block.
  • the present invention proposes a seismic construction method of a building slab for constructing a building using a prefabricated block, in particular, a prefabricated block having seismic resistance.
  • Figure 1 shows the process carried out by the present invention in chronological order, the step of installing a side end elastic member between the beam and the outer wall supported by the upper end of the inner wall (S100), and the decoration plate installed on the upper surface of the beam Step of installing the upper elastic member for absorbing the vertical vibration force (S200), the slab forming step (S300) to complete the slab, and the slab side end finishing step to finish the outer wall contact with the outermost of the slab It is made of (S400).
  • this step is a step before installing the side end elastic member first, and goes through the process of installing the outer wall 10, the outer wall 10 as shown in Figures 1 to 2
  • the outer wall body 10 itself is constructed by a prefabricated block to secure the seismic resistance.
  • the configuration of the outer wall 10 is configured by the combination of the outer block 11 and the core block 12 coupled to the inside of the outer block 11 disclosed in the Patent Registration No. 10-1365485 of the applicant. It has the same configuration as, the outer block 11 to form a plurality of block hollow portion (11a) and the side ends are formed so that the semi-hollow portion (11b), respectively, in the coupling between the ends of the outer block (11) As a result, the semi-hollow portion 11b forms a block hollow portion of a completed form.
  • the core block 12 is inserted into the side end portion by using the exterior block 11 and vertically inserted into and coupled to the block hollow portion 11a of the exterior block 11, and then the core block 12 is forcibly inserted into the arc-shaped elastic sphere insertion hole 12a formed at the four ears, and the elastic sphere 13 having elastic force is inserted between the core block 12 and the exterior block 11.
  • the direct contact is avoided, but the vibration force that can be transmitted from the exterior block 11 by the elastic sphere 13 can be offset.
  • the outer wall 10 constituting the entire building is constructed as described above.
  • the outer block 11 and the size of the outer block 11 are different from the four ear sides of the building. Can be constructed using other blocks.
  • the inner block 14 may be adopted.
  • Such an inner block 14 has a shape of approximately 'a', but in the state where the H beam or the pipe pipe is vertically inserted and erected, the lower end thereof is fixed to the ground.
  • the block hollow portion 14a and the semi hollow portion 14b are formed in the inner block 14, and the block hollow portion 14a of the inner block 14 further increases the rigidity.
  • an inner corner member 15 which is an H-beam or a square pipe inside.
  • the block hollow portion 14a formed at the center of the inner block 14 has the end corner member 15 fixedly coupled to the bottom surface after inserting the aforementioned inner core member 15.
  • the core block 12 and the elastic sphere 13 are stacked. To be combined, it will form the outer wall 10 of the building as a whole.
  • the side end elastic member installation step (S200) forms the beam 110 supported by the upper surface of the inner wall 20 after completion of the construction of the inner wall 20 forming a layer height, and the side end of the beam 110 It refers to a process of installing the side end elastic member 120 to the side end of the beam 110 in the operation of connecting the outer wall (10).
  • the construction of the outer wall (10) forming the basic skeleton of the building and forming the outer as described above is made through the above-described outer wall installation step (S100) and at the same time the slab 100 is installed to form the height of the building
  • the construction step is, before installing the slab 100, the side end elastic member 120 to the side end side of the beam 110 for constituting the outer block 11 and the slab 100 to form the outer wall 10 first Will form.
  • the beam 110 for supporting the slab 100, the H-beam or square pipe and the end portion is vertically installed in the middle region of the outer wall 10 To be connected.
  • the inner corner 14 is located on the inner side and the side of the outer wall 10 is provided by a combination of the outer block 11 and the core block 12 described above,
  • the tube pipe 11c is vertically inserted into and fixed to the block vertical hole portion 11a of the outer block 11 at a central area of the outer wall 10 or at equal intervals.
  • the end of the beam 110 is fixed. And the connection between the tube pipe 11c is made.
  • the flat plate 11d is welded and fixed to the upper surface of the square pipe 11c, and the end of the beam 110 is seated on the upper surface of the flat plate 11d, and then the beam 110 is fixed.
  • the square tube pipe 11c ' in which the flat plate 11d is welded and fixed to the lower end, is also connected to the upper end side.
  • a bolt is connected between the flat plate 11d and the beam 110.
  • the side end elastic members 120 are formed on both side surfaces of the ends of the beams 110, respectively, Vibration force transmission between the outer wall 10 to be absorbed, blocked.
  • the side end elastic member 120 weld-fixes the shape steel 121 to both sides of the end of the beam 110, and inserts the slab elastic sphere 122 into the shape steel 121.
  • the slab elastic sphere 122 is in contact between the end side of the beam 110 and the outer wall 10.
  • the slab elastic ball 122 as shown in the figure forms a cut-out portion (122a) that is cut throughout the longitudinal direction of the slab elastic ball 122, the end side tapered to form a tapered surface 122b in the inward direction A portion 122c is formed, and a plurality of tapered cut grooves 122d for cutting the tapered portion 122c at equal intervals are formed to have an elastic piece 122e.
  • the side end elastic member 120 By providing elastic properties while avoiding direct contact between the beam 110 and the exterior block 11 constituting the outer wall 10 by the side end elastic member 120 having such a slab elastic sphere 122, When the vibration force from the outside or the vibration force due to an earthquake or the like is provided to be easily canceled, it is possible to ensure the earthquake resistance of the entire building, the slab by the side end elastic member 120 is installed by this step The vibration resistance can be ensured by the shock absorption of the horizontal vibration force of the.
  • the upper elastic member installation step (S300) is for installing the elastic member to the upper surface of the beam 110 installed by the above-described side end elastic member installation step (S200), generally as the upper surface of the beam 110 , Deco plates, dry heating panels, floor finishing panels, etc. are laminated and processed, the vibration force is transmitted from the beam 110 to the slab 100 made of teco plates, dry heating panels, floor finishing panels and the like. It is to prevent that.
  • the upper elastic member 130 for this is to have a configuration as shown in Figure 9, the upper and lower flat plates (131, 132) configured to be spaced up and down spaced apart at equal intervals to the upper surface of the beam 110 and the upper and lower flat plates ( Forming a spring reinforcing hole 133 penetrating through the 131, 132, so that the spring 134 is embedded in the spring reinforcing hole 133, while maintaining the spaced apart state of the upper and lower flat plates (131, 132) from the beam (110) Vibration that can be transmitted is caused to cancel in the spring 134.
  • Vibration force transmitted from the outer wall 10 can withstand the vibration force in the slab elastic sphere 122 constituting the side end elastic member 120 of the beam 110 supporting the slab 100 as described above Stability can be secured by the lateral pressure, but the vertically transmitted vibration force is impossible to cancel.
  • the vibration of the vertical vibration force that can be provided to the slab 100 in the building by the facility of the upper elastic member 130 according to the present step can be buffered to ensure the shock resistance by the shock absorption of the vertical vibration force. .
  • the left and right vibration force of the slab by the side elastic member 120 and the upper elastic member 130 installed and constructed by the side end elastic member installation step (S200) and the top elastic member installation step (S300). Absorption and relaxation can ensure seismic resistance.
  • the construction method for installing the decor plate 200, the installation process of the dry heating panel 300, the installation method of the floor finishing panel 400, etc. are well known techniques, detailed description thereof will be omitted.
  • the slab 100 is completed by the decoration plate 200, the dry heating panel 300 and the bottom finishing panel 400 as described above, the outer surface is entirely spaced apart from the inner surface of the outer wall (10)
  • the vibration force can be directly avoided from being transmitted to the slab 100 side.
  • the transmission force is the side elastic member. 120 and the upper elastic member 130 may be offset by.
  • This step refers to a step of sealing closing the spaced apart portions between the side cross-sections of the slab 100 formed by the slab forming step (S400) and the inner peripheral surface of the outer wall 10, the slab 100 of the When the installation is completed is maintained between the slab 100 and the inner peripheral surface of the outer wall 10 is spaced apart.
  • the lateral force of the vibration force transmitted to the building by the earthquake, etc. as described above may be offset by the side elastic member 120, but may be vulnerable to the noise between floors. .
  • the spaced apart portion between the side surface of the slab 100 and the inner circumferential surface of the outer wall 10 is finished by a silicon treatment or an epoxy molding process.
  • each member namely the outer wall (10)
  • the interior wall 20 as a transmitter can completely eliminate the phenomenon that the noise is transmitted, of course, by the finishing treatment of the space (or spaced part) between the slab 100 and the outer wall 10, It is possible to completely block and exclude the transmission path of noise.
  • the present invention can be usefully used in industrial construction to obtain a slab having excellent seismic resistance when constructing a wall using a prefabricated block and then constructing a slab that is installed while crossing a wall made of the prefabricated block.

Abstract

The present invention comprises: an external wall installation step for forming a wall by inserting elastic pieces therein such that a core block and an exterior block elastically make contact, and coupling the same to an inner core block; a side end elastic member installation step, of a beam side end, for having an interval region at both end sides of a beam and an external wall inner surface and for fixing elastic members to an interval region; a top elastic member installation step, of a beam top to be interposed between a deck plate, which is installed at the top of the beam, and the beam; a slab forming step for installing the deck plate, a dry heating panel, and a floor finishing panel on the top elastic members; and a slab side end finishing step for sealing and finishing an interval portion among the side end surfaces of the slab and the external wall inner peripheral surface, and thus expected are effects of: ensuring shock resistance of the slab in a building constructed by using assembly-type blocks; having shock resistance, by using an elastic means for a connection region between the wall, built by the assembly-type blocks, and the slab so as to relieve the direct shock transmission; and simultaneously enabling a noise-blocking function capable of preventing shock, noise and the like, transmitted from the slab, from being transmitted to a lower floor.

Description

건축물 슬래브의 내진 공법Earthquake proofing method of building slab
본 발명은 건축물 시공시, 조립식 블럭을 이용하여 벽체를 형성한 후 그 조립식 블럭으로 이루어지는 벽체간을 횡단하며 설치되는 슬래브를 시공 처리할 때, 내진성이 우수한 슬래브를 얻기 위한 건축물 슬래브의 내진 공법에 관한 것이다.The present invention relates to the seismic construction method of building slabs for obtaining a slab with excellent seismic resistance when constructing a wall using a prefabricated block and then constructing a slab installed while crossing the walls made of the prefabricated block. will be.
건축물의 내진 설계는 지진이나 강풍 등의 재해나, 여타 외부로부터 건축물로 전달되는 외력에 대응할 수 있도록 설계되는데, 통상적으로 기둥구조물과 보구조물 및 기둥과 보의 결합 부위를 구조적으로 보강하게 되고, 건축물의 공간 바닥 또는 천정을 형성하게 되는 슬래브는 보주조물 상부에 지지되는 형태를 갖게 된다.The seismic design of buildings is designed to cope with disasters such as earthquakes and strong winds and external forces transmitted to the buildings from outside. Typically, structural reinforcement of column structures and beam structures and joints between columns and beams The slab will form a space bottom or ceiling of the support will have a shape that is supported on the upper part.
여기서, 상기 보구조물과 슬래브는 콘크리트 타설에 의해 일체로 시공되는 경우가 많은데, 이러한 시공 구조에서는 내진 성능이 취약하며 특히 고층 건축물의 경우에는 구조적 안정성을 확보하기가 쉽지 않아, 내진 안정성을 보장하기 어렵다.In this case, the beam structure and the slab are often constructed integrally by concrete pouring, but the seismic performance is weak in such a construction structure, and particularly in the case of high-rise buildings, it is difficult to secure structural stability, so it is difficult to guarantee the seismic stability. .
이와는 달리, 내진 건축물의 시공법 중 다른 하나로 슬래브가 보구조물 상부에 시공되면서, 보구조물과 슬래브 사이에 진동을 완충할 수 있는 면진 장치(내진 장치)를 개재하는 형태의 구조를 갖는 슬래브 시공법이 존재한다.On the other hand, as the construction method of the seismic building, there is a slab construction method having a structure of a type through a seismic isolation device (earthquake-proof device) that can cushion the vibration between the structure and the slab as the slab is installed on the upper portion of the beam structure. .
그러나, 이러한 종래의 내진 슬래브 시공방법은 슬래브가 보구조물 상부에 시공되기 때문에, 완충 기능을 갖는 내진 장치를 보구조물과 슬래브 사이에 개재하여도 건축물의 진동 및 충격 발생시 기둥구조물과 보구조물 및 내진 장치를 통해 슬래브에도 진동과 충격이 전달되어 슬래브의 요동 현상을 방지할 수 없다.However, in the conventional seismic slab construction method, since the slab is constructed on the upper part of the beam structure, the column structure, the beam structure, and the seismic device when the vibration and impact of the building occur even when a seismic device having a cushioning function is interposed between the beam structure and the slab. Vibration and shock is also transmitted to the slab through the slab can not prevent the phenomenon of rocking.
또한, 슬래브가 보구조물 상부에 시공되기 때문에 보구조물과 슬래브 사이에 완충 기능을 갖는 내진 장치를 구비하였을 경우 건축물의 층고가 낮아지는 문제점이 발생된다.In addition, since the slab is constructed on the upper portion of the structure, when the seismic device having a shock absorbing function between the structure and the slab is provided, there is a problem that the height of the building is lowered.
상기한 문제점을 감안하여, 한국 특허등록 제 10-1404814 호 (2014. 06. 12 공고)에 의해, '면진 스윙 슬래브 시공방법'이 개시되고 있는데 상기 특허는 슬래브를 상기 보구조물의 하부에 상대적 평면 유동 가능하게 현수 지지하는 현수부재를 설치하고, 상기 현수부재를 상기 슬래브와 상기 보구조물에 대해 상대 유동 가능하게 결합하는 유동결합수단을 설치하는 지지장치 설치단계를 포함하되; 상기 현수부재는 상기 슬래브와 상기 보구조물을 유동 가능하게 관통하는 봉 형상을 가지면서 길이 방향 양측단부 영역에 상기 유동결합수단이 결합되는 결합부가 형성되어 있으며; 상기 유동결합수단은 상기 현수부재의 양측 단부 영역이 각각 유동 가능하게 통과하는 통과공을 갖는 한 쌍의 유동지지체와, 상기 양 유동지지체를 통과한 상기 현수부재의 상기 결합부에 결합되어 상기 유동지지체에 대해 상대 유동 가능하게 지지되는 유동결합부재를 포함하는 것을 특징으로 하는 면진 스윙 슬래브 시공방법을 개시한다.In view of the above problems, Korean Patent Registration No. 10-1404814 (2014. 06. 12 announcement) discloses a method for constructing a seismic isolating swing slab, the patent of which the slab relative to the lower portion of the A support device installation step of installing a suspension member supporting the suspension in a flowable manner and installing a flow coupling means for coupling the suspension member to the slab and the beam structure in a relative flowable manner; The suspension member has a rod shape through which the slab and the prosthetic body can flow, and a coupling part to which the flow coupling means is coupled is formed at both ends of the longitudinal direction; The flow coupling means is coupled to the coupling portion of the suspension member having a pair of flow support having a passage hole through which both end regions of the suspension member flowably, and the flow support is coupled to the flow support Disclosed is a seismic swing slab construction method comprising a flow coupling member that is supported relative to the relative flow.
상기한 특허의 경우, 건축물의 층고가 낮아지는 것을 최소화 하며 슬래브가 상대적으로 평면 유동 가능하게 현수 지지 되도록 하는 효과를 기대할 수 있으나, 상하 진동에 따른 내진성은 확보할 수 없게 되는 문제가 있다.In the case of the above patent, the floor height of the building can be minimized and the slab can be expected to be suspended in a relatively flat flow, but there is a problem in that the seismic resistance due to vertical vibration cannot be secured.
아울러 한국특허공개 제 10-2008-005717 호인 '슬래브 내진구조'가 개시되고 있는데, 이 기술은 기둥부재와 보를 이루는 기본적인 구조에서 상기 보에 설치되는 슬래브의 일측면과 상기 기둥부재의 일측면 사이의 공간에 탄성부재를 개재하도록 하는 것으로, 상기 탄성부재는 고무, 플라스틱, 목재 및 스티로폼 중 어느 하나를 택하여서 되며, 상기 기둥 부재의 둘레를 따라 설치되는 것과, 슬래브와 보 사이에 개재되는 등의 내용이 개시되어 있다. In addition, Korean Patent Laid-Open Publication No. 10-2008-005717 discloses a 'slab seismic structure', which is a basic structure that forms a beam with a pillar member, and between one side of the slab installed in the beam and one side of the pillar member. By interposing the elastic member in the space, the elastic member is selected from any one of rubber, plastic, wood and styrofoam, is installed along the circumference of the pillar member, interposed between the slab and the beam, etc. Is disclosed.
그러나 상기한 기술의 경우에서 상기 탄성부재로 특정하고 있는 고무, 플라스틱, 목재, 스티로폼 중 어느 하나를 택하여서 되는 탄성부재를 이용하여 슬래브의 진동에 의한 내충격성 및 내진성을 충분히 확보하는 것은 불가능하다.However, in the case of the above technique, it is impossible to sufficiently secure the impact resistance and the shock resistance due to the vibration of the slab by using the elastic member selected from any one of rubber, plastic, wood, and styrofoam specified as the elastic member.
또한 상기한 기술 이외에 PC 슬래브를 이용하게 되는 건축물의 경우, 내진성을 확보하기 위해, 하프슬래브(Half PC Slab)를 이용한 PRC(Precast Reinforced Layer Construction Method)화하는 복합화 공법 등이 실시되고 있다.In addition, in the case of a building using a PC slab in addition to the above-described technology, in order to secure the earthquake resistance, a complex construction method such as PRC (Precast Reinforced Layer Construction Method) using a half slab is implemented.
상기의 PRC 복합화 공법은 철근 콘크리트 라멘(Rahmen) 구조의 건물을 PC(Precast Concrete)화하는 것으로, 공장에서 제작된 PC 기둥, PC보, 하프슬래브 등 PC 부재를 현장으로 운송, 양중하여 조립 한 다음 부재간 접합부와 하프슬래브의 상부에 덧침콘크리트를 현장에서 타설하여 구조체를 일체화하는 공법을 말한다.The above-mentioned PRC compounding method is to convert the reinforced concrete ramen structure into a PC (Precast Concrete) .The PC members such as PC columns, PC beams, and half slabs manufactured at the factory are transported, lifted and assembled to the site. It refers to a method of integrating a structure by pouring an overlay concrete in the field on the upper part of the joint between the members and the half slab.
그러나 현재 건축물의 시공에서, 현장 타설에 의한 공법 또는 공장에서 PC 부재 타설 후 현장으로 이송하여 공사하는 것에서 탈피하여, 현장에서 직접 조립식 블럭을 이용하여 건축물을 시공 처리하는 공법에 의하여 건축 되는 경우가 많다.However, there are many cases in which the construction of the building is now carried out by the construction method by the site casting or by the construction process by using the prefabricated block directly on the site. .
본원인에 의해 기 출원되어 등록된 한국특허 등록 제 10-1365486 호인 '내진용 조립식 외장 블록유닛 생산방법' 이나, 한국특허 등록 제 10-1365487 호의 '내진용 조립식 블록유닛' 및, 한국특허등록 제 등록 10-1365485 호인 '내진용 조립식 블록유닛 구조 및 이를 이용한 내진벽체의 시공방법' 등을 개시하므로서, 기존의 PC 부재만으로 건축되거나 또는 현장 타설되는 공법과는 달리, 건축 시공 공기의 현격한 단축 및 시공 완성도와 안정성 등을 고려하여, 개시되는 건축 시공방법등이 점차 개발되어 현실적인 시공방법으로 채택되고 있는 실정이다.Korean Patent Registration No. 10-1365486, previously filed and registered by the applicant, 'Preparation method for seismic assembly external block unit', or 'Seismic assembly block unit' of Korean Patent Registration No. 10-1365487 and Korea Patent Registration Significantly shortening the construction construction air, unlike the existing construction method or construction method using only PC members, by launching 'Seismic Prefabricated Block Unit Structure and Construction Method of Seismic Wall Using the Same', etc. In consideration of the completeness and stability of construction, the construction construction method disclosed is gradually developed and adopted as a realistic construction method.
그러나 이와 같이 조립식 내진 블럭을 이용하여 건축물의 벽체를 시공하더라도 슬래브에 대한 내진성을 확보하기는 힘들게 되는데, 이를 보완하기 위한 것으로 전술한 보구조물과 슬래브를 면진장치를 적용하는 것을 생각해 볼 수 있으나, 전술한 문제점에서 지적한 것과 같이 층고가 낮아지는 문제점은 피할 수 없다.However, even when constructing the wall of the building using the prefabricated seismic block, it is difficult to secure the seismic resistance to the slab. To compensate for this, it is conceivable to apply the seismic isolator to the above-described structures and slabs. As pointed out in one problem, the problem of lowering the floor is inevitable.
따라서 본 발명은 상기한 여타의 기술들로부터 제시되는 문제점들을 극복하되, 특히 조립식 블럭을 이용하여 건축 시공되는 건축물에서 슬래브의 내진성을 확보할 수 있도록 하는 데 그 목적이 있다.Therefore, the present invention is to overcome the problems presented by the other techniques described above, in particular to ensure the seismic resistance of the slab in the building construction using the prefabricated block.
또한 본 발명은 조립식 블럭에 의해 시설되는 벽체와 슬래브간의 연결 영역을 탄성수단을 이용하여 직접적인 충격의 전달이 완화될 수 있도록 하여 내진성을 갖도록 하면서도, 슬래브로부터 전달되는 충격 소음등이 아래층으로 전달되는 것을 방지할 수 있도록 하는 소음 차단 역할도 동시에 가능하도록 하는 데 다른 목적이 있다.In addition, the present invention is that the connection area between the wall and the slab is installed by the prefabricated block so that the transmission of the direct impact can be alleviated by using the elastic means to have a shockproof, while the impact noise transmitted from the slab is transmitted to the lower layer. Another purpose is to make the noise isolating role possible at the same time.
상기한 목적을 달성하기 위한 본 발명은, The present invention for achieving the above object,
코어블럭과 외장블럭간을 탄성 접촉되도록 하는 탄성구를 삽입하며 상기 인코너블럭과 결합되며 벽체를 이루게 되는 외곽벽체 설치 단계; Inserting an elastic sphere for elastic contact between the core block and the outer block and the outer wall installation step coupled to the inner block and forming a wall;
보의 양단측과 외곽벽체 내면으로 이격 영역을 갖는 이격 영역으로 탄성부재를 고정하는 보 측단의 측단탄성부재 설치 단계;Installing a side end elastic member at the side end of the beam to fix the elastic member to a separation area having a separation area at both ends of the beam and the inner wall of the outer wall;
상기 보의 상면으로 설치되는 데코플레이트와 상기 보의 사이에 개재되는 보 상면의 상면탄성부재 설치단계;A step of installing an upper elastic member of the upper surface of the beam interposed between the decoration plate and the beam installed on the upper surface of the beam;
상기 상면탄성부재 상측으로 데코플레이트와, 건식난방패널, 바닥마감패널을 설치하는 슬래브 형성단계;A slab forming step of installing a decor plate, a dry heating panel, and a floor finishing panel on the upper elastic member;
슬래브의 측단면들과 외곽벽체 내주면간 이격부위를 실링마감처리하는 슬래브측단마감단계로 이루어져 본 발명의 목적을 달성할 수 있다.An object of the present invention may be achieved by a slab side end finishing step of sealing the spaced apart portion between the side sections of the slab and the inner circumferential surface of the outer wall.
따라서 본 발명은 상기한 여타의 기술들로부터 제시되는 문제점들을 극복하되, 특히 조립식 블럭을 이용하여 건축 시공되는 건축물에서 슬래브의 내진성을 확보할 수 있고, 또한 본 발명은 조립식 블럭에 의해 시설되는 벽체와 슬래브간의 연결 영역을 탄성수단을 이용하여 직접적인 충격의 전달이 완화될 수 있도록 하여 내진성을 갖도록 하면서도, 슬래브로부터 전달되는 충격 소음등이 아래층으로 전달되는 것을 방지할 수 있도록 하는 소음 차단 역할도 동시에 가능하게 되는 효과를 기대할 수 있다.Therefore, the present invention overcomes the problems presented by the other techniques described above, in particular, it is possible to secure the seismic resistance of the slab in the building construction using the prefabricated block, the present invention is also provided with a wall that is installed by the prefabricated block The connection area between the slabs can be used to relieve the direct shock transmission by using elastic means to have shock resistance, and at the same time, it can also act as a noise barrier to prevent the impact noise transmitted from the slab from being transmitted to the lower floor. You can expect the effect.
도 1은 본 발명에서, 외곽벽체 설치단계의 일예를 도시한 도면1 is a view showing an example of the outer wall installation step in the present invention
도 2는 도 1에 의해 외곽벽체를 구성하는 외장블럭이 인코너심부재 및 중간의 각관파이프 등에 의해 지지되며 설치된 후, 상기 외장블럭의 내부 블럭중공부와 반중공부측으로 각각 코어블럭이 삽입되어 탄성구에 의해 고정 지지되는 형태를 위한 작업이 이루어지는 상태를 도시한 도면2 is an outer block constituting the outer wall according to Figure 1 is supported and supported by the inner corner member and the intermediate tube pipe, etc. After the core block is inserted into the inner block hollow portion and the semi-hollow portion of the outer block, respectively, Drawing showing a state in which the work is made for the form fixedly supported by
도 3은 도 2에서 외장블럭과 코어블럭만을 확대 분리 도시한 도면FIG. 3 is an enlarged view illustrating only an exterior block and a core block in FIG. 2; FIG.
도 4는 도 1 내지 도 3에 의해 외곽벽체의 일열 작업이 이루진 후 그 상방으로 연속하여 작업이 반복 수행될 수 있음을 도시한 도면4 is a view showing that the work can be performed repeatedly in succession after the row of work of the outer wall is made by Figs.
도 5는 도 1 내지 도 4에 의한 반복 작업에 의해 외곽벽체가 형성된 상태를 도시한 개괄적 도면5 is a schematic view showing a state in which an outer wall is formed by the repetitive operation according to FIGS. 1 to 4.
도 6은 도 5에 의해 건축물의 외곽벽체 설치 후, 그 내부를 구획하는 내부벽체가 형성되는 것을 도시한 개괄적 도면FIG. 6 is a schematic diagram illustrating that an inner wall is formed to partition the interior of the building after installation of the outer wall of FIG. 5.
도 7은 도 6에 의해 내부벽체가 이루어진 후, 상기 내부벽체 상단으로 지지되는 보의 설치가 이루어진 상태를 도시한 개괄적 도면FIG. 7 is a schematic view illustrating a state in which a beam supported by an upper end of the inner wall is made after the inner wall is formed by FIG. 6.
도 8은 도 7에 의해 내부벽체 상단으로 지지되는 보의 단부측과 각관파이프간의 연결 상태를 도시한 부분 확대 도면FIG. 8 is a partially enlarged view showing a connection state between an end side of a beam supported by an upper end of an inner wall and a pipe pipe by FIG. 7; FIG.
도 9는 도 8에 의해 보의 설치가 완료된 후, 상기 보의 상면으로 상면탄성부재를 설치하는 예를 도시한 개괄적 도면FIG. 9 is a schematic diagram illustrating an example of installing an upper elastic member on the upper surface of the beam after the installation of the beam is completed by FIG. 8.
도 10은 본 발명에서의 보 단부측의 양측으로 각각 측단탄성부재가 구비되는 것을 도시한 도면10 is a view showing that the side end elastic member is provided on both sides of the beam end side in the present invention, respectively
도 11은 본 발명에 채택되느 슬래브 탄성구를 도시한 도면11 illustrates a slab elastic sphere adopted in the present invention.
도 12는 본 발명의 각 공정을 도시한 공정도12 is a process chart showing each process of the present invention.
본 발명의 실시를 위한 최선의 형태는, Best Mode for Carrying Out the Invention
조립식 블럭을 이용하여 외곽벽체와 내부벽체를 시공하게 되는 벽체 설치 및 상기 내부벽체 상단을 횡단하며 지지 되는 보를 설치하고, 상기 보 상단으로 내진성을 갖도록 하는 슬래브 설치 방법에 있어서,In the slab installation method for installing the wall to install the outer wall and the inner wall by using the prefabricated block and the beam supported by crossing the upper end of the inner wall, and having a shockproof to the upper end of the beam,
상기 조립식 블럭을 이루는 것으로 건축물의 외곽벽체를 이루는 인코너측에는 인코너블럭이 위치되고 상기 인코너블럭 중앙에는 인코너심부재가 삽입되어지며, 블럭중공부 및 단부측에 반중공부가 이루어지는 외장블럭과 상기 외장블럭의 블럭중공부 및 반중공부에 삽입되는 코어블럭 및 상기 코어블럭과 외장블럭간을 탄성 접촉되도록 하는 탄성구를 삽입하며 상기 인코너블럭과 결합되며 벽체를 이루게 되는 외곽벽체 설치 단계; An inner block is positioned at the inner corner of the building wall, and an inner corner member is inserted at the center of the inner block. The outer block is formed of a block hollow portion and an anti-hollow portion at an end side of the block and the outer block. An outer wall installation step of inserting a core block inserted into the hollow part and the semi-hollow part and an elastic sphere for elastic contact between the core block and the outer block and engaging with the inner block to form a wall;
상기 내부벽체 상단으로 지지 되는 보의 양단측과 외곽벽체 내면으로 이격 영역을 갖도록 이격 설치되도록 하며, 상기 이격 영역으로 탄성부재를 고정하는 보 측단의 측단탄성부재 설치 단계;A side end elastic member installation step of installing a side end elastic member to be spaced apart to have a spaced area between both end sides of the beam supported by the inner wall and an inner surface of the outer wall, and fixing the elastic member to the spaced area;
상기 보의 상면으로 설치되는 데코플레이트와 상기 보의 사이에 개재되는 보 상면의 상면탄성부재 설치단계;A step of installing an upper elastic member of the upper surface of the beam interposed between the decoration plate and the beam installed on the upper surface of the beam;
상기 보 상면의 탄성부재인 상면탄성부재 설치단계가 완료된 후, 상기 상면탄성부재 상측으로 데코플레이트와, 건식난방패널, 바닥마감패널을 설치하는 슬래브 형성단계;A slab forming step of installing a deck plate, a dry heating panel, and a floor finishing panel on the upper elastic member after the upper elastic member is installed, the elastic member of the upper surface of the upper elastic member;
상기 슬래브 형성단계에 의해 형성되는 슬래브의 측단면들과 외곽벽체 내주면간 이격부위를 실링마감처리하는 슬래브측단마감단계로 이루어지는 것을 특징으로 한다.Characterized in that the slab side end step of sealing the separation between the side end surfaces of the slab formed by the slab forming step and the inner peripheral surface of the outer wall.
이하 첨부된 도면을 참조로 본 발명의 바람직한 실시예를 상세히 설명하기로 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 명세서 및 청구범위에 사용되는 용어나 단어는 통상적이거나 사전적인 의미로 한정 해석되지 않으며, 발명자는 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 점에 입각하여, 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야 한다. 따라서, 본 발명의 명세서에 기재된 실시예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시예에 불과할 뿐이고 본 발명의 기술적 사상을 모두 대변하는 것은 아닌바, 본 발명의 출원 시점에 있어서 이를 대체할 수 있는 다양한 균등물과 변형예들이 가능하거나 존재할 수 있음을 이해하여야 할 것이다.The terms or words used in this specification and claims are not to be construed as limiting in their usual or dictionary sense, and the inventors may appropriately define the concept of terms in order to best explain their invention in the best way possible. On the basis of this, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention. Therefore, the configuration shown in the embodiments and drawings described in the specification of the present invention is only the most preferred embodiment of the present invention and does not represent all of the technical idea of the present invention, it is replaced at the time of filing the present invention It will be appreciated that various equivalents and variations are possible or possible.
본 발명은, 조립식 블럭 특히 내진성을 갖도록 하는 조립식 블럭을 이용하여 건축물을 건축 시공하는 건축물 슬래브의 내진 공법을 제시한다.The present invention proposes a seismic construction method of a building slab for constructing a building using a prefabricated block, in particular, a prefabricated block having seismic resistance.
도 1은 본 발명에 의해 실시되는 공정을 시계열순으로 나타낸 것으로, 내부벽체 상단으로 지지되는 보와 외곽벽체간으로 측단탄성부재를 설치하는 단계(S100)와, 상기 보의 상면으로 설치되는 데코플레이트 사이에 상하 진동력을 흡수하기 위한 상면탄성부재를 설치하는 단계(S200)와, 슬래브를 완성하는 슬래브 형성단계(S300)와, 슬래브의 최외곽과 접하는 외곽벽체간을 마무리하게 되는 슬래브측단마감단계(S400)로 이루어진다.Figure 1 shows the process carried out by the present invention in chronological order, the step of installing a side end elastic member between the beam and the outer wall supported by the upper end of the inner wall (S100), and the decoration plate installed on the upper surface of the beam Step of installing the upper elastic member for absorbing the vertical vibration force (S200), the slab forming step (S300) to complete the slab, and the slab side end finishing step to finish the outer wall contact with the outermost of the slab It is made of (S400).
외곽벽체 설치 단계 - S100Exterior Wall Installation Steps-S100
본 발명에서는 조립식 블럭을 이용하여 외곽벽체(10)와 내부벽체(20)를 시공한 후 내부벽체(20) 상면에 지지되는 슬래브(100)를 설치 시공하여, 지진 등의 재해 발생시 내진성을 확보할 수 있도록 하기 위한 것으로, 본 단계는 먼저 측단탄성부재를 설치하기 전의 단계로, 외곽벽체(10)를 설치 시공하는 과정을 거치게 되는데, 상기 외곽벽체(10)는 도면 1 내지 도 2 에서 보는 것과 같이, 외곽벽체(10) 자체에도 내진성을 확보하기 위한 조립식 블럭으로 시공 처리하는 것이 바람직하다.In the present invention, after installing the outer wall 10 and the inner wall 20 using the prefabricated block to install the slab 100 supported on the upper surface of the inner wall 20, to ensure the earthquake resistance in the event of a disaster such as an earthquake In order to be able to, this step is a step before installing the side end elastic member first, and goes through the process of installing the outer wall 10, the outer wall 10 as shown in Figures 1 to 2 In addition, it is preferable that the outer wall body 10 itself is constructed by a prefabricated block to secure the seismic resistance.
예컨데 외곽벽체(10)의 구성은, 본원인의 특허등록 제 10-1365485 호에서 제시하는 개시된 외장블럭(11) 및 상기 외장블럭(11) 내부에 결합되는 코어블럭(12)의 결합에 의한 구성과 동일한 구성을 갖게 되는데, 상기 외장블럭(11) 내부에는 다수개의 블럭중공부(11a)를 이루고 측단부에는 반중공부(11b)가 각각 형성되도록 하였으며, 상기 외장블럭(11)의 단부간 결합에 의해 상기 반중공부(11b)는 완성된 형태의 블럭중공부를 이루게 된다.For example, the configuration of the outer wall 10 is configured by the combination of the outer block 11 and the core block 12 coupled to the inside of the outer block 11 disclosed in the Patent Registration No. 10-1365485 of the applicant. It has the same configuration as, the outer block 11 to form a plurality of block hollow portion (11a) and the side ends are formed so that the semi-hollow portion (11b), respectively, in the coupling between the ends of the outer block (11) As a result, the semi-hollow portion 11b forms a block hollow portion of a completed form.
이와 같은 외장블럭(11)을 이용하여 측단부를 배치하게 되고 외장블럭(11)의 블럭중공부(11a)측으로 수직상 인입되며 결합되도록 하는 코어블럭(12)을 삽입하고 이어서, 상기 코어블럭(12)의 네 귀측으로 형성되는 원호 형태의 탄성구삽입홀(12a)측으로 길이방향으로 절개되며 탄성력을 갖게 되는 탄성구(13)를 강제 삽입하여, 코어블럭(12)과 외장블럭(11)간 직접적인 접촉을 회피하되, 탄성구(13)에 의해 외장블럭(11)으로부터 전해질 수 있는 진동력 등이 상쇄 가능하도록 한다.The core block 12 is inserted into the side end portion by using the exterior block 11 and vertically inserted into and coupled to the block hollow portion 11a of the exterior block 11, and then the core block 12 is forcibly inserted into the arc-shaped elastic sphere insertion hole 12a formed at the four ears, and the elastic sphere 13 having elastic force is inserted between the core block 12 and the exterior block 11. The direct contact is avoided, but the vibration force that can be transmitted from the exterior block 11 by the elastic sphere 13 can be offset.
상기와 같은 구성을 이루는 외장블럭(11)과 코어블럭(12) 및 탄성구(13)의 상호 결합에 의해 전체 건축물을 이루는 외곽벽체(10)를 시공하게 된다.By constructing the external block 11, the core block 12, and the elastic sphere 13, the outer wall 10 constituting the entire building is constructed as described above.
한편 도 1, 도 2 또는 도 4 에서 보는 것과 같이 외장블럭(11) 및 코어블럭(12)에 의해 외곽벽체(10)를 이룰 때, 건축물의 네 귀측으로는 외장블럭(11)과 규격 등이 다른 블럭을 이용하여 시공할 수 있다.Meanwhile, when the outer wall 10 is formed by the outer block 11 and the core block 12 as shown in FIG. 1, FIG. 2, or FIG. 4, the outer block 11 and the size of the outer block 11 are different from the four ear sides of the building. Can be constructed using other blocks.
예를 들면, 건축물의 견고성과 하중에 대응되는 응력을 갖도록 하기 위해, 인코너블럭(14)을 채택할 수 있다.For example, in order to have a stress corresponding to the rigidity and load of the building, the inner block 14 may be adopted.
물론, 상기한 인코너블럭(14)의 채택 여부는 시공되는 건축물의 전체적 하중 및 구조설계에 의한 변수에 의해 채택되거나 또는 채택되지 않을 수 있을 것이다.Of course, whether or not the above-mentioned inner block 14 is adopted may or may not be adopted by variables depending on the overall load and structural design of the building being constructed.
이러한 인코너블럭(14)은 대략 'ㄱ'자 형태를 갖도록 하되, 중앙으로는 H빔이나 각관파이프가 수직상 삽입되며 세워지는 상태에서, 그 하단부는 지반에 고정되도록 하는 구조를 갖는다. Such an inner block 14 has a shape of approximately 'a', but in the state where the H beam or the pipe pipe is vertically inserted and erected, the lower end thereof is fixed to the ground.
상기 인코너블럭(14)에도 외장블럭(11)과 마찬가지로 블럭중공부(14a)와 반중공부(14b)가 각각 형성되는데, 상기 인코너블럭(14)의 블럭중공부(14a)에는 강성을 더 증가하기 위해 내부에 H-빔 또는 각관파이프로 되는 인코너심부재(15)를 시공하게 된다.Like the exterior block 11, the block hollow portion 14a and the semi hollow portion 14b are formed in the inner block 14, and the block hollow portion 14a of the inner block 14 further increases the rigidity. In order to construct an inner corner member 15, which is an H-beam or a square pipe inside.
상기한 인코너블럭(14)의 중앙에 형성되는 상기한 블럭중공부(14a)는 전술한 인코너심부재(15)를 삽입한 후 바닥면으로 그 단부가 고정 결합되도록 하였다.The block hollow portion 14a formed at the center of the inner block 14 has the end corner member 15 fixedly coupled to the bottom surface after inserting the aforementioned inner core member 15.
아울러 인코너블럭(14)의 반중공부(14b)와 접하게 되는 외장블럭(11)의 반중공부(11b)에 의해 형성되는 온전한 중공부측으로는 코어블럭(12) 및 탄성구(13)를 이용하여 적층 결합되도록 하며, 전체적으로 건축물의 외곽벽체(10)를 이루게 되는 것이다.In addition, in the intact hollow portion formed by the semi-hollow portion 11b of the exterior block 11, which is in contact with the semi-hollow portion 14b of the inner block 14, the core block 12 and the elastic sphere 13 are stacked. To be combined, it will form the outer wall 10 of the building as a whole.
측단탄성부재Side end elastic member 설치 단계 - S200 Installation Steps-S200
본 측단탄성부재 설치 단계(S200)는 층고를 이루는 내부벽체(20)의 시공 완료 후 상기 내부벽체(20) 상면에 의해 지지되는 보(110)를 형성할 때, 상기 보(110)의 측단과 외곽벽체(10)간을 연결하는 작업에서 상기 보(110)의 측단으로 측단탄성부재(120)를 설치하게 되는 과정을 의미한다.When the side end elastic member installation step (S200) forms the beam 110 supported by the upper surface of the inner wall 20 after completion of the construction of the inner wall 20 forming a layer height, and the side end of the beam 110 It refers to a process of installing the side end elastic member 120 to the side end of the beam 110 in the operation of connecting the outer wall (10).
상기와 같이 건축물의 기본 골격을 구성하며 외곽을 형성하게 되는 외곽벽체(10)의 시공이 전술한 외곽벽체 설치 단계(S100)를 거쳐 이루어지며 동시에 건축물의 층고를 형성하기 위한 슬래브(100)가 설치 시공되는데, 본 단계는 상기 슬래브(100)를 설치하기 전에 먼저 외곽벽체(10)를 이루는 외장블럭(11)과 슬래브(100)를 구성하기 위한 보(110)의 측단측으로 측단탄성부재(120)를 형성하게 된다.The construction of the outer wall (10) forming the basic skeleton of the building and forming the outer as described above is made through the above-described outer wall installation step (S100) and at the same time the slab 100 is installed to form the height of the building The construction step is, before installing the slab 100, the side end elastic member 120 to the side end side of the beam 110 for constituting the outer block 11 and the slab 100 to form the outer wall 10 first Will form.
여기서 전술한 외곽벽체(10)가 설치되어질 때, 상기 슬래브(100)를 지지하기 위한 보(110)와, 외곽벽체(10)의 중간 영역에 수직상 설치되는 H빔 또는 각관파이프와 그 단부가 연결되도록 한다.Here, when the above-described outer wall 10 is installed, the beam 110 for supporting the slab 100, the H-beam or square pipe and the end portion is vertically installed in the middle region of the outer wall 10 To be connected.
외곽벽체(10)를 구성할 때, 인코너측에는 인코너블럭(14)이 위치되고 외곽벽체(10)의 변으로는 전술한 외장블럭(11)과 코어블럭(12)들의 조합에 의해 설치되어지나, 외곽벽체(10)의 중앙 영역 또는 등간격 이격 되는 위치에 있는 외장블럭(11)의 블럭종공부(11a)측으로 각관파이프(11c)를 수직상 삽입하며 고정하게 되는데, 상기 보(110)의 단부와 상기 각관파이프(11c)간의 연결 작업이 이루어지게 된다.When configuring the outer wall 10, the inner corner 14 is located on the inner side and the side of the outer wall 10 is provided by a combination of the outer block 11 and the core block 12 described above, The tube pipe 11c is vertically inserted into and fixed to the block vertical hole portion 11a of the outer block 11 at a central area of the outer wall 10 or at equal intervals. The end of the beam 110 is fixed. And the connection between the tube pipe 11c is made.
즉 도 8 에서 보는 것과 같이 각관파이프(11c)의 상면으로 평플레이트(11d)를 용접 고정하고, 상기 평플레이트(11d) 상면측으로 상기 보(110)의 단부가 안착되도록 하며, 이어서 상기 보(110)의 단부측으로도 평플레이트(11d)가 하단에 용접 고정된 각관파이프(11c')가 상방향측으로 연결 고정되는 구성을 갖게 된다.That is, as shown in FIG. 8, the flat plate 11d is welded and fixed to the upper surface of the square pipe 11c, and the end of the beam 110 is seated on the upper surface of the flat plate 11d, and then the beam 110 is fixed. The square tube pipe 11c ', in which the flat plate 11d is welded and fixed to the lower end, is also connected to the upper end side.
아울러, 상기 평플레이트(11d)와 상기 보(110)간을 볼트 연결하게 된다.In addition, a bolt is connected between the flat plate 11d and the beam 110.
이와 같이 각관파이프(11c)들과 보(110)들간의 단부 연결 작업이 완료되면, 상기 보(110)의 단부 양측면으로 각각 측단탄성부재(120)를 형성하여, 보(110)의 단부측과 외곽벽체(10)간의 진동력 전달이 흡수, 차단될 수 있도록 한다.As such, when the end connection work between the pipe pipes 11c and the beams 110 is completed, the side end elastic members 120 are formed on both side surfaces of the ends of the beams 110, respectively, Vibration force transmission between the outer wall 10 to be absorbed, blocked.
여기서 상기 측단탄성부재(120)는 도 10 에서 보는 것과 같이, 보(110)의 단부 양측으로 각각 형강(121)을 용접고정하고, 상기 형강(121) 내측으로 슬래브탄성구(122)를 삽입하여 보(110)의 단부측과 외곽벽체(10)간을 상기 슬래브탄성구(122)가 접촉되도록 하였다.Here, as shown in FIG. 10, the side end elastic member 120 weld-fixes the shape steel 121 to both sides of the end of the beam 110, and inserts the slab elastic sphere 122 into the shape steel 121. The slab elastic sphere 122 is in contact between the end side of the beam 110 and the outer wall 10.
상기 슬래브탄성구(122)는, 도면에서 보는 것과 같이 슬래브탄성구(122)의 길이방향을 따라 전체적으로 절개되는 절개부(122a)를 이루고, 단부측은 내측방향으로 테이퍼면(122b)을 형성하는 테이퍼부(122c)를 형성하고, 상기 테이퍼부(122c)를 등간격 절개하는 테이퍼절개홈(122d)이 복수 형성되어 탄성편(122e)을 갖도록 한다.The slab elastic ball 122, as shown in the figure forms a cut-out portion (122a) that is cut throughout the longitudinal direction of the slab elastic ball 122, the end side tapered to form a tapered surface 122b in the inward direction A portion 122c is formed, and a plurality of tapered cut grooves 122d for cutting the tapered portion 122c at equal intervals are formed to have an elastic piece 122e.
이와 같은 슬래브탄성구(122)를 구비하여서 되는 측단탄성부재(120)에 의해 보(110)와 외곽벽체(10)를 이루는 외장블럭(11)간 직접적인 접촉을 회피하면서 탄성적인 물성 제공에 의해, 외부로부터의 진동력이나 또는 지진등에 의한 진동력 등이 제공되었을 때 이를 용이하게 상쇄하도록 하므로서, 전체적인 건축물의 내진성을 확보할 수 있게 되며, 본 단계에 의해 설치되는 측단탄성부재(120)에 의해 슬래브의 수평 진동력의 충격 흡수에 의한 내진성을 확보할 수 있다.By providing elastic properties while avoiding direct contact between the beam 110 and the exterior block 11 constituting the outer wall 10 by the side end elastic member 120 having such a slab elastic sphere 122, When the vibration force from the outside or the vibration force due to an earthquake or the like is provided to be easily canceled, it is possible to ensure the earthquake resistance of the entire building, the slab by the side end elastic member 120 is installed by this step The vibration resistance can be ensured by the shock absorption of the horizontal vibration force of the.
상면탄성부재Upper elastic member 설치단계 ; S300Installation stage; S300
본 단계인 상면탄성부재 설치단계(S300)는 전술한 측단탄성부재 설치단계(S200)에 의해 설치된 보(110)의 상면으로 탄성부재를 설치하기 위한 것으로, 일반적으로 보(110)의 상면으로는, 데코플레이트와, 건식난방패널, 바닥마감패널 등이 적층되며 시공 처리되는데, 상기 보(110)로부터 진동력 등이 테코플레이트, 건식난방패널, 바닥마감패널 등으로 이루어지는 슬래브(100)에 전달되는 것을 방지하기 위한 것이다.This step, the upper elastic member installation step (S300) is for installing the elastic member to the upper surface of the beam 110 installed by the above-described side end elastic member installation step (S200), generally as the upper surface of the beam 110 , Deco plates, dry heating panels, floor finishing panels, etc. are laminated and processed, the vibration force is transmitted from the beam 110 to the slab 100 made of teco plates, dry heating panels, floor finishing panels and the like. It is to prevent that.
이를 위한 상면탄성부재(130)는 도 9 에서 보는 것과 같은 구성을 갖게 되는데, 보(110)의 상면으로 등간격 이격 되는 위치마다 상하평판플레이트(131,132)를 상하로 이격 구성하고 상기 상하평판플레이트(131,132)를 관통하는 스프링보강구(133)를 형성하되 상기 스프링보강구(133) 내부에 스프링(134)이 내재되도록 하여, 상기 상하평판플레이트(131,132)의 이격 상태를 유지하면서 보(110)로부터 전달될 수 있는 진동을 스프링(134)에서 상쇄되도록 한다.The upper elastic member 130 for this is to have a configuration as shown in Figure 9, the upper and lower flat plates (131, 132) configured to be spaced up and down spaced apart at equal intervals to the upper surface of the beam 110 and the upper and lower flat plates ( Forming a spring reinforcing hole 133 penetrating through the 131, 132, so that the spring 134 is embedded in the spring reinforcing hole 133, while maintaining the spaced apart state of the upper and lower flat plates (131, 132) from the beam (110) Vibration that can be transmitted is caused to cancel in the spring 134.
외곽벽체(10)로부터 전달되는 진동력은 전술한 바와 같이 슬래브(100)를 지지하는 보(110)의 측단탄성부재(120)를 구성하는 슬래브탄성구(122)에서 그 진동력을 버틸 수 있는 횡압력에 의해 안정성을 확보할 수 있으나, 수직으로 전달되는 진동력은 상쇄가 불가능하게 된다.Vibration force transmitted from the outer wall 10 can withstand the vibration force in the slab elastic sphere 122 constituting the side end elastic member 120 of the beam 110 supporting the slab 100 as described above Stability can be secured by the lateral pressure, but the vertically transmitted vibration force is impossible to cancel.
따라서, 수직방향으로 발생 되는 진동력을 상쇄하기 위해서 본 발명에서의 상면탄성부재(130)를 채택하여, 보(110)를 통하여 전달되는 수직력을 상쇄할 수 있게 된다.Therefore, in order to cancel the vibration force generated in the vertical direction, by adopting the upper elastic member 130 in the present invention, it is possible to cancel the vertical force transmitted through the beam 110.
즉, 본 단계에 의한 상면탄성부재(130)의 시설에 의해 건축물에서의 슬래브(100)에 제공될 수 있는 수직상 진동력을 상쇄 완충하여 수직 진동력의 충격 흡수에 의한 내진성을 확보할 수 있다.That is, the vibration of the vertical vibration force that can be provided to the slab 100 in the building by the facility of the upper elastic member 130 according to the present step can be buffered to ensure the shock resistance by the shock absorption of the vertical vibration force. .
따라서, 상기한 측단탄성부재 설치 단계(S200)와 상면탄성부재 설치 단계(S300)에 의해 설치, 시공되는 측면탄성부재(120) 및 상면탄성부재(130)에 의해 슬래브의 좌우 및 상하 진동력을 흡수, 완화하여 내진성을 확보할 수 있게 된다.Therefore, the left and right vibration force of the slab by the side elastic member 120 and the upper elastic member 130 installed and constructed by the side end elastic member installation step (S200) and the top elastic member installation step (S300). Absorption and relaxation can ensure seismic resistance.
슬래브 형성단계 - S400Slab Formation Step-S400
전술한 상면탄성부재(130)의 설치가 완료되면, 상기 상면탄성부재(130) 상면으로 데코플레이트(200)와, 건식난방패널(300) 및 바닥마감패널(400)을 순차적으로 설치하게 되는 슬래브 형성단계(S400)를 거치게 된다.When the installation of the above-mentioned upper elastic member 130 is completed, the slab to sequentially install the decoration plate 200, the dry heating panel 300 and the bottom finishing panel 400 to the upper elastic member 130, the upper surface. It goes through the forming step (S400).
상기한 데코플레이트(200)를 설치하는 시공 방법 및 건식난방패널(300)의 설치 과정, 바닥마감패널(400)의 설치 방법 등은 공지된 기술로서, 본 발명에서는 자세한 설명은 생략한다.The construction method for installing the decor plate 200, the installation process of the dry heating panel 300, the installation method of the floor finishing panel 400, etc. are well known techniques, detailed description thereof will be omitted.
한편, 상기와 같이 데코플레이트(200)와 건식난방패널(300) 및 바닥마감패널(400)로 시공처리되어 완성되는 슬래브(100)는 전체적으로 그 외곽면들이 외곽벽체(10)의 내측면들과는 이격되는 상태를 이루게 되어, 지진 등이나 외력으로부터의 충격 등이 건축물에 전달되었을 때, 그 진동력은 슬래브(100)측에 직접적인 전달이 회피될 수 있으며, 전술한 바와 같이 그 전달력은 측단탄성부재(120) 및 상면탄성부재(130) 들에 의해 상쇄될 수 있는 것이다.On the other hand, the slab 100 is completed by the decoration plate 200, the dry heating panel 300 and the bottom finishing panel 400 as described above, the outer surface is entirely spaced apart from the inner surface of the outer wall (10) When the earthquake or the like from an external force is transmitted to the building, the vibration force can be directly avoided from being transmitted to the slab 100 side. As described above, the transmission force is the side elastic member. 120 and the upper elastic member 130 may be offset by.
슬래브측단마감단계Slab Side Finish Step - S500 S500
본 단계는, 상기 슬래브 형성단계(S400)에 의해 형성되는 슬래브(100)의 측단면들과 외곽벽체(10) 내주면간 이격부위를 실링마감처리하는 단계를 의미하는 것으로, 상기 슬래브(100)의 설치가 완료되면 슬래브(100)와 외곽벽체(10) 내주면간은 이격되는 상태를 유지하게 된다.This step refers to a step of sealing closing the spaced apart portions between the side cross-sections of the slab 100 formed by the slab forming step (S400) and the inner peripheral surface of the outer wall 10, the slab 100 of the When the installation is completed is maintained between the slab 100 and the inner peripheral surface of the outer wall 10 is spaced apart.
이와 같은 이격 상태를 유지하게 되면, 전술한 바와 같이 지진 등에 의하여 건축물에 전달되는 진동력 중 횡력에 대하여는 측단탄성부재(120) 등에 의해 그 힘을 상쇄할 수 있으나, 층간 소음에 대하여 취약할 수 있다.When maintaining such a spaced state, the lateral force of the vibration force transmitted to the building by the earthquake, etc. as described above may be offset by the side elastic member 120, but may be vulnerable to the noise between floors. .
따라서, 이러한 층간 소음을 방지하기 위하여, 슬래브(100)가 완성된 후에는슬래브(100)의 측면과 외곽벽체(10) 내주면간 이격 부위를 실리콘 처리 또는 에폭시 몰딩 처리에 의해 마감 처리하게 되는 것이다.Therefore, in order to prevent such interlayer noise, after the slab 100 is completed, the spaced apart portion between the side surface of the slab 100 and the inner circumferential surface of the outer wall 10 is finished by a silicon treatment or an epoxy molding process.
이와 같은 마감 처리에 의해, 층간 소음을 차단할 수 있게 되는 것이며 일반적으로 발생되는 층간소음의 전달 형태는 기둥이나, 벽체를 타고 전달되는 것을 감안할 때, 본 발명에 의한 경우에는 각 부재 즉 외곽벽체(10)와 내부벽체(20)를 전달자로 하여 소음이 전달되는 현상을 완전히 배제할 수 있음은 물론이고, 슬래브(100)와 외곽벽체(10)간 이격 공간(또는 이격 부위)의 마감 처리에 의해, 소음의 전달 경로를 완전하게 차단, 배제할 수 있게 되는 것이다.By such a finishing process, it is possible to block the noise between the floors, and in general, the transmission form of the inter-layer noise generated in the case of considering the transmission through the column or the wall, according to the present invention, each member, namely the outer wall (10) ) And the interior wall 20 as a transmitter can completely eliminate the phenomenon that the noise is transmitted, of course, by the finishing treatment of the space (or spaced part) between the slab 100 and the outer wall 10, It is possible to completely block and exclude the transmission path of noise.
이상과 같이 본 발명은 비록 한정된 실시예와 도면에 의해 설명되었으나, 본 발명은 상기 실시예에 한정되지 않음은 물론이며, 본 발명이 속하는 분야에서 통상의 기술적 지식을 가진 자에 의해 상기 기재된 내용으로부터 다양한 수정 및 변형이 가능할 수 있음은 물론이다.As described above, although the present invention has been described by way of limited embodiments and drawings, the present invention is, of course, not limited to the above embodiments, and the present invention has been described by those skilled in the art to which the present invention pertains. Of course, various modifications and variations may be possible.
따라서 본 발명에서의 기술적 사상은 아래에 기재되는 청구범위에 의해 파악되어야 하되 이의 균등 또는 등가적 변형 모두 본 발명의 기술적 사상의 범주에 속함은 자명하다 할 것이다.Therefore, the technical idea in the present invention should be understood by the claims described below, but it will be apparent that all equivalent or equivalent modifications belong to the scope of the technical idea of the present invention.
본 발명은, 건축물 시공시, 조립식 블럭을 이용하여 벽체를 형성한 후 그 조립식 블럭으로 이루어지는 벽체간을 횡단하며 설치되는 슬래브를 시공 처리할 때, 내진성이 우수한 슬래브를 얻을 수 있는 산업상 유용한 이용 가능성을 갖는다.INDUSTRIAL APPLICABILITY The present invention can be usefully used in industrial construction to obtain a slab having excellent seismic resistance when constructing a wall using a prefabricated block and then constructing a slab that is installed while crossing a wall made of the prefabricated block. Has

Claims (9)

  1. 조립식 블럭을 이용하여 외곽벽체(10)와 내부벽체(20)를 시공하게 되는 벽체 설치 및 상기 내부벽체(20) 상단을 횡단하며 지지 되는 보(110)를 설치하고, 상기 보(110) 상단으로 내진성을 갖도록 하는 슬래브 설치 방법에 있어서,Using the prefabricated block to install the outer wall 10 and the inner wall 20 to install the wall and the beam 110 that is supported across the top of the inner wall 20 is installed, and to the top of the beam 110 In the slab installation method to have a shockproof,
    상기 조립식 블럭을 이루는 것으로, 블럭중공부(11a) 및 단부측에 반중공부(11b)가 이루어지는 외장블럭(11)과 상기 외장블럭(11)의 블럭중공부(11a) 및 반중공부(11b)에 삽입되는 코어블럭(12) 및 상기 코어블럭(12)과 외장블럭(11)간을 탄성 접촉되도록 하는 탄성구(13)를 삽입하며 벽체를 이루게 되는 외곽벽체 설치 단계(S100); By forming the prefabricated block, the block hollow portion 11a and the semi-hollow portion 11b are formed on the end side and the block hollow portion 11a and the semi hollow portion 11b of the outer block 11. A step of installing an outer wall forming a wall by inserting the core block 12 to be inserted and the elastic sphere 13 for elastic contact between the core block 12 and the exterior block 11;
    상기 내부벽체(20) 상단으로 지지 되는 보(110)의 양단측과 외곽벽체(10) 내면으로 이격 영역을 갖도록 이격 설치되도록 하며, 상기 이격 영역으로 측단탄성부재(120)를 고정하는 보(110) 측단의 측단탄성부재 설치 단계(S200);Both ends of the beam 110 supported by the upper end of the inner wall 20 and the inner surface of the outer wall 10 to be spaced apart so as to have a spaced area, and the beam 110 for fixing the side end elastic member 120 to the spaced area. ) Side step elastic member installation step (S200);
    상기 보의 상면으로 설치되는 데코플레이트와 상기 보의 사이에 개재되는 보 상면의 상면탄성부재 설치단계;A step of installing an upper elastic member of the upper surface of the beam interposed between the decoration plate and the beam installed on the upper surface of the beam;
    상기 보 상면의 탄성부재인 상면탄성부재 설치단계가 완료된 후, 상기 상면탄성부재 상측으로 데코플레이트와, 건식난방패널, 바닥마감패널을 설치하는 슬래브 형성단계;A slab forming step of installing a deck plate, a dry heating panel, and a floor finishing panel on the upper elastic member after the upper elastic member is installed, the elastic member of the upper surface of the upper elastic member;
    상기 슬래브 형성단계에 의해 형성되는 슬래브의 측단면들과 외곽벽체 내주면간 이격부위를 실링마감처리하는 슬래브측단마감단계로 이루어지는 것을 특징으로 하는, 건축물 슬래브의 내진 공법.And a slab side end finishing step of sealing the spaced apart portion between the side end surfaces of the slab and the inner circumferential surface of the outer wall formed by the slab forming step.
  2. 제 1 항에 있어서,The method of claim 1,
    건축물의 외곽벽체(10)를 이루는 인코너측에는 인코너블럭(14)이 위치되고 상기 인코너블럭(14) 중앙에는 인코너심부재(15)가 삽입되어지며 상기 인코너블럭(14)과 인접되는 외장블럭(11)과 결합되며, 외곽벽체(10)를 형성하게 되는 것을 포함하는, 건축물 슬래브의 내진 공법.Inconor block 14 is positioned at the inner side of the outer wall 10 of the building, and an inner corner member 15 is inserted in the center of the inner block 14 and is an outer block 11 adjacent to the inner block 14. Combined with), comprising forming the outer wall (10), seismic construction method of the building slab.
  3. 제 2 항에 있어서,The method of claim 2,
    상기 인코너심부재(15)는 H빔 또는 각관파이프 중 어느 하나로 선택하여 형성되는 것을 포함하는, 건축물 슬래브의 내진 공법.Wherein the inner core member 15 is formed by selecting any one of the H beam or the pipe pipe, seismic construction method of building slabs.
  4. 제 1 항에 있어서,The method of claim 1,
    상기 외곽벽체(10)의 중앙 영역 또는 등간격 이격 되는 위치에 있는 외장블럭(11)의 블럭종공부(11a)측으로 각관파이프(11c)를 수직상 삽입 고정하고, 상기 보(110)의 단부와 상기 각관파이프(11c)간을 연결하게 되는 것을 포함하는, 건축물 슬래브의 내진 공법.The tube pipe 11c is vertically inserted into and fixed to the block vertical hole portion 11a of the outer block 11 at the center region of the outer wall 10 or at the same distance from each other. The seismic construction method of the building slab, including connecting between the pipe pipe (11c).
  5. 제 4 항에 있어서,The method of claim 4, wherein
    상기 보(110)의 단부와 각관파이프(11c)의 연결은, 상기 각관파이프(11c) 상면으로 평플레이트(11d)를 용접 고정하고, 상기 평플레이트(11d) 상면측으로 상기 보(110)의 단부가 안착되도록 하며, 이어서 상기 보(110)의 단부측으로도 평플레이트(11d)가 하단에 용접 고정된 각관파이프(11c')가 상방향측으로 연결 고정되는 것을 포함하는, 건축물 슬래브의 내진 공법.Connection of the end of the beam 110 and the square pipe 11c welds and fixes the flat plate 11d to the upper surface of the square pipe 11c, and ends the beam 110 toward the upper surface of the flat plate 11d. To be seated, and then a square plate (11c ') welded and fixed to the bottom of the flat plate (11d) is also connected to the end side of the beam (110), the seismic construction method of the building slab.
  6. 제 5 항에 있어서,The method of claim 5,
    상기 평플레이트(11d)와 상기 보(110)간은 볼트 연결하는 것을 포함하는, 건축물 슬래브의 내진 공법.The flat plate (11d) and the beam (110) comprising a bolt connection, seismic construction method of the building slab.
  7. 제 1 항에 있어서,The method of claim 1,
    상기 측단탄성부재 설치 단계(S200)에서, 상기 측단탄성부재(120)는 상기 보(110)의 단부 양측으로 각각 형강(121)을 용접고정하고, 상기 형강(121) 내측으로 슬래브탄성구(122)를 삽입하여 보(110)의 단부측과 외곽벽체(10)간을 상기 슬래브탄성구(122)가 접촉되도록 하는 것을 포함하는, 건축물 슬래브의 내진 공법.In the side end elastic member installation step (S200), the side end elastic member 120 is welded and fixed to each side of the end portion of the beam 110, 121, the slab elastic sphere 122 to the inside of the steel (121) By inserting the slab elastic sphere 122 is in contact between the end side of the beam 110 and the outer wall (10), seismic construction method of the building slab.
  8. 제 7 항에 있어서,The method of claim 7, wherein
    상기 슬래브탄성구(122)는, 길이방향을 따라 전체적으로 절개되는 절개부(122a)를 이루고, 단부측은 내측방향으로 테이퍼면(122b)을 형성하는 테이퍼부(122c)를 형성하고, 상기 테이퍼부(122c)를 등간격 절개하는 테이퍼절개홈(122d)이 복수 형성되어 탄성편(122e)을 갖도록 하는 것을 포함하는, 건축물 슬래브의 내진 공법.The slab elastic sphere 122 forms a cutting portion 122a which is cut entirely along the longitudinal direction, and the end side forms a tapered portion 122c that forms a tapered surface 122b in the inward direction, and the tapered portion ( A method of seismic construction of a building slab, including forming a plurality of tapered incision grooves (122d) for uniformly cutting 122c) to have an elastic piece (122e).
  9. 제 1 항에 있어서,The method of claim 1,
    상기 상면탄성부재(130)는, 상기 보(110)의 상면으로 등간격 이격 되는 위치마다 상하평판플레이트(131,132)를 상하로 이격 구성하고 상기 상하평판플레이트(131,132)를 관통하는 스프링보강구(133)를 형성하되 상기 스프링보강구(133) 내부에 스프링(134)이 내재되도록 하여, 상기 상하평판플레이트(131,132)의 이격 상태를 유지하면서 보(110)로부터 전달될 수 있는 진동을 스프링(134)에서 상쇄되도록 하는 것을 포함하는, 건축물 슬래브의 내진 공법.The upper elastic member 130, the spring reinforcing holes 133 configured to vertically space the upper and lower plate plates (131, 132, 132, 132, 132, 132, 132, 132, 132, 132, 132, 132, 132, 132 and 134, respectively, at positions equally spaced apart from the upper surface of the beam (110). By forming a spring 134 is embedded in the spring reinforcement 133, the spring 134 to be transmitted from the beam 110 while maintaining the spaced apart state of the upper and lower flat plates (131, 132) Seismic construction of building slabs, including offsetting from.
PCT/KR2016/009144 2015-08-28 2016-08-19 Seismic construction method of building slab WO2017039196A1 (en)

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