CN106460396A - Concrete panel for constructing floor of building, shock absorption unit, and floor construction structure for building including same - Google Patents
Concrete panel for constructing floor of building, shock absorption unit, and floor construction structure for building including same Download PDFInfo
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- CN106460396A CN106460396A CN201580021623.XA CN201580021623A CN106460396A CN 106460396 A CN106460396 A CN 106460396A CN 201580021623 A CN201580021623 A CN 201580021623A CN 106460396 A CN106460396 A CN 106460396A
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- concrete slab
- substrate
- building
- floor
- present
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Classifications
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- 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
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/8209—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only sound absorbing devices
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B1/86—Sound-absorbing elements slab-shaped
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- E—FIXED CONSTRUCTIONS
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- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
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- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
- E04C2/326—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with corrugations, incisions or reliefs in more than one direction of the element
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
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- E—FIXED CONSTRUCTIONS
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- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
- E04C5/0631—Reinforcing mats combined with separate prefabricated reinforcement cages or girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B2001/8457—Solid slabs or blocks
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Abstract
The present invention relates to a concrete panel for forming a floor of a building, a shock absorption unit, and a floor construction structure including the same. The present invention provides a concrete panel comprising: a base plate; a partition wall protruding from the upper portion of the base plate in a lattice structure or in honeycombed structure; and a filling cell which is formed by the partition wall and includes a filling material embedded therein. Further, the present invention provides a floor construction structure for a building, including the concrete panel. According to the present invention, a floor of a building can be firmly and simply constructed with the excellent inter-floor sound insulation property, etc.
Description
Technical field
The present invention relates to a kind of concrete slab and absorption impact unit and building floor constructing structure, have outstanding
Interlayer soundproof effect, is simply constructed with firm structure in the floor of building.
Background technology
When generally building the multi-storey buildings such as apartment, carry out All Jobs at the construction field (site).And, some high-rise profits
Assembled with precast segmental method.
During the floor of construction building thing, the noise of cut-off interlayer (upper strata and lower floor) is extremely important with vibrations.On floor
The impact that the impact of applying, child play brings very big impact to the resident of lower floor.Therefore, setting absorbs the absorption of impact
Material (deadener) is necessary.
Generally the deadener such as rubber or synthetic resin is set on the cement plate floor of building.For example, Korean granted is special
Profit the 10-0166993rd discloses on basic cement plate setting elastomeric material, and setting sea after polyethylene foamed in the above
Silk floss, then on described foam sponge adhesively flaggy (flooring material) come the floor panel structure construction method to be formed.And, Korea Spro
State's publication the 10-2006-0038862nd discloses can prevent material (sound insulation material as the interlayer noise of building
Material), possess 5 to 200 times of expansion ratio, and there is the thermoplastic flame-proof foaming body of 10 μm to 3000 μm of foaming diameter.
But, on the floor construction structure according to prior art of described existing patent documentation cannot effectively absorb and cut off
The impact (noise and vibrations) of layer.Therefore, the resident to lower floor brings serious impact.
And, the heating program on the floor of existing structure is that typically in the inside embedment hot duct of finishing mortar pulp layer.
But, such method to set up can reduce thermal conductivity so that wasting energy consumption (heating cost).
Content of the invention
(1) technical problem to be solved
The present invention be in view of described problems and propose, it is intended that provide one kind effectively absorb and consume
It is applied to (dispersion) impact (noise with vibrations) on the floor of building so that while there is outstanding interlayer sound-proofing, with
The firm structure simply floor and concrete slab of construction building thing and absorb the floor of impact unit and building and apply
Work structure.
And, other another object of the present invention are, a kind of heating structure according to improvement is provided to have outstanding heat
Conductance, thus the floor construction structure of the building of save energy consumption.
(2) technical scheme
In order to realize described purpose, according to first form of the present invention, the concrete slab of the present invention, including：Substrate；Every
Wall, is projected with trellis or honeycomb texture on the top of described substrate and is formed；Fills unit, is formed by described next door, embedment
Implant；Through hole, forms towards the transverse direction of concrete slab and the more than one direction in perpendicular direction, inside insert for
The bracing wire of neighbouring concrete slab coupling.
Described next door includes projecting multiple cross walls of formation towards the length direction of substrate and the amplitude direction towards substrate projects
The multiple perpendicular wall being formed.
The embodiment of the example according to the present invention, the inside of described substrate embedment as reinforcing core wire netting and
More than one selecting in metallic porous sheet, selects in the embedment of the inside of described perpendicular wall is as the reinforcing bar reinforcing core and frame girder
More than one selected, in the embedment of the inside of described cross wall as the frame girder reinforcing core.
According to second form of the present invention, provide a kind of absorption impact unit, including：First substrate, is arranged at floor structure
Make above body；Support bar, is set to multiple, is arranged above described first substrate；Buffer component, has elastic force, insertion
It is arranged at described support bar；Second substrate, is arranged at the top of described buffer component, is formed with guiding in described second substrate
Hole, inserts the upper end of described support bar in bullport.
The embodiment of the example according to the present invention, described first substrate is with second substrate in the face contacting with buffer component
Possesses supporting part.And, the embodiment of the example according to the present invention, described absorption impact unit further includes adjustment height
Component, adjustment height component is arranged between first substrate and buffer component and middle choosing between second substrate and buffer component
More than one selected.The embodiment of the example according to the present invention, described buffer component includes being made up of multiple component stack
Elastomer.
According to the 3rd form of the present invention, provide a kind of building of concrete slab of the first form including the described present invention
Build the floor construction structure of thing.
The embodiment of the example according to the present invention, the floor construction structure of building, including：According to the described present invention's
The concrete slab of the first form；Absorb impact unit, be set to multiple, be arranged at the top of described concrete slab；Heat conduction
Property metallic plate, be arranged at described absorb impact unit top；Heat-barrier material, is arranged at the top of described concrete slab；For
Heating coil road, is arranged between described heat-barrier material and conductive metal plate, fills out in the fills unit embedment of described concrete slab
Fill thing.
And, the 4th form according to the present invention, provides a kind of absorption impact including the second form according to the present invention
The floor construction structure of the building of unit.
The embodiment of the example according to the present invention, the floor construction structure of building, including deck construction body；Absorb punching
Hit unit, be arranged at the top of described deck construction body；Conductive metal plate, is arranged at the described top absorbing impact unit；
Heat-barrier material, is arranged at the top of described deck construction body；Hot duct, is arranged at described heat-barrier material and conductive metal plate
Between.
(3) beneficial effect
According to the present invention, effectively absorb and buffer noise and the vibrations that (consumption) is occurred by impact, and have outstanding
The effect of interlayer sound-proofing.And, according to the present invention, the heating structure heat conductivity of improvement is outstanding so that energy save energy is consumed
Amount.
Brief description
Fig. 1 is the axonometric chart of the concrete slab according to first embodiment of the present invention form.
Fig. 2 is the sectional view of the concrete slab according to first embodiment of the present invention form, the line A-A section knot of Fig. 1
Composition.
Fig. 3 is the sectional view of the concrete slab according to first embodiment of the present invention form, the line B-B section knot of Fig. 1
Composition.
Fig. 4 to Fig. 8 is multiple aspects of the frame girder for the present invention.
Fig. 9 is the axonometric chart of the concrete slab of the second embodiment according to the present invention.
Figure 10 is the axonometric chart of the concrete slab of the 3rd embodiment according to the present invention.
Figure 11 is the figure of the manufacture method for explanation according to the concrete slab of the present invention.
Figure 12 is the axonometric chart of the aspect of the shaping frame for forming fills unit.
Figure 13 is the axonometric chart of other embodiments illustrating mould.
Figure 14 is the axonometric chart of other aspects illustrating the shaping frame for forming fills unit.
Figure 15 is the cross section structure figure of the setting up procedure for explanation according to the concrete slab of the present invention.
Figure 16 is the cross section structure figure of the ground construction structure of the first embodiment according to the present invention.
Figure 17 is the cross section structure figure of the ground construction structure of the second embodiment according to the present invention.
Figure 18 is the separation axonometric chart of the first embodiment illustrating the absorption impact unit according to the present invention.
Figure 19 is the cross section structure of the embodiment of the buffer component illustrating the composition absorption impact unit according to the present invention
Figure.
Figure 20 is the cross section structure figure of the first embodiment of the absorption impact unit according to the present invention.
Figure 21 is the cross section structure figure of the second form of the absorption impact unit according to the present invention.
Figure 22 is the important cross section structure figure of the ground construction structure of the 3rd embodiment according to the present invention.
Specific embodiment
In this specification use term " and/or " comprise the more than one meaning in tandem structural element.
And, in the term such as description " first ", " second ", " side ", " opposite side " in order to distinguish another knot from a structural element
Structure key element and use, each structural element will not be limited by described term.
The term " being formed at " of use, " being formed at top (upside) ", " being formed at bottom (downside) " in this specification,
" being arranged at ", " being arranged at top (upside) " and " being arranged at bottom (downside) " does not imply that affiliated structural element is direct
Lamination forms the meaning of (setting) but forms other structures key element between affiliated structural element further.For example, " formed
(setting) is in upper " it is directly contact second structural element above first structure key element, in described first structure key element and the
Form (setting) the 3rd structural element further between two structural elements.
And, " connection ", " setting " of using in the description, " in conjunction with " and " coupling " etc. be two components removably
In conjunction with separate, and comprise the meaning of the structure of one.Specifically, in this specification use term " connection ", " setting ",
" in conjunction with " and " coupling " etc. be the mode of inadequate insertion, using groove and the mode of projection, using screw, bolt, piston, rivet etc.
The mode of coupling component, two components is combined and separates, using welding or alite paste, cement or mud poured into a mould or
The molding of one is with reference to the meaning after two components, inseparably constituting.And, described " setting " includes individually not tying
Make a concerted effort the meaning of two component stack (installation).
Hereinafter, present invention will be described in detail with reference to the accompanying.The accompanying drawing adding is the embodiment of the example illustrating the present invention, only
There is provided for the understanding of the present invention.In accompanying drawing, in order to clearly embody each layer and region, expand thickness, the model of the present invention
Enclose and limit not according to real thickness and size and ratio etc..Hereinafter, when the present invention is described, technical ability and knot known to omission
The detailed description of structure.
According to first form of the present invention, a kind of construction is provided to effectively absorb on the floor of building and consume from upper strata
The noise that (top) applies and the concrete floor 100 shaking.Concrete floor 100 according to the present invention is used as to form building
Flooring base tectosome.
And, the second form according to the present invention, provides a kind of floor being arranged at building, effectively absorbs and buffer
(consumption) is applied to the absorption impact unit 200 of the impact on floor.
According to the 3rd form of the present invention, provide a kind of building of concrete slab 100 of the first form including the present invention
Build the floor construction structure of thing.
According to the 4th form of the present invention, provide a kind of absorption impact unit including the second form according to the present invention
The floor construction structure of 200 building.
Below during the embodiment of example of the explanation present invention, by saying of the floor construction structure of the building of the present invention
The bright concrete slab 100 illustrating together according to the present invention and absorption impact unit 200.
The floor construction structure of the building according to the present invention is to include the coagulation of the present invention according to the embodiment of example
Native panel 100.And, the floor construction structure of the building according to the present invention is to be included according to the embodiment of other examples
Deck construction body and the multiple absorption impact unit 200 being arranged at described deck construction body top.
In the present invention, as long as described deck construction body can support absorbing impact unit 200 and be not specially limited.Institute
Stating deck construction body is, absorbs impact unit 200 and possesses arrangement and the supporting surface of setting.Described deck construction body can become usual
Concrete water mud plate.Described deck construction body may include the concrete slab 100 of invention described below.This is being described
When bright, described deck construction body illustrates the embodiment that the concrete slab 100 of the present invention selects.
Fig. 1 to Fig. 3 illustrates the concrete slab 100 of the first embodiment of the present invention.Fig. 4 to Fig. 8 illustrates to be embedded in institute
State the example of the reinforcing core of concrete slab 100, multiple aspects of frame girder 90 are shown.
Concrete slab 100 according to the present invention forms the flooring base (deck construction body) of building.Described concrete
Panel 100 replaces common concrete water mud plate.The size of described concrete slab 100 of the present invention, length, amplitude and/or
Thickness is simultaneously not limited.Described concrete slab 100 is big according to the size (scale) of building and/or concrete slab 100
Little multiple couplings with one or more and the floor of assembling formation building.Described concrete slab 100 is according to one
Aspect considers transport and setting operation, possesses the size on the floor forming a layer according to plural multiple couplings.
With reference to Fig. 1, described concrete slab 100 possesses the shape of lineal hexahedral tabular.And, described concrete slab
100 may include substrate 10, project the next door 20 of formation, the multiple fillings being formed by described next door 20 on the top of described substrate 10
Unit 30.
Described substrate 10 is the tabular of lineal hexahedral shape.Integratedly extend prominent being formed with the top of described substrate 10
Next door 20.Die casting and curing concrete are passed through as concrete material in described substrate 10 and next door 20, and integrally formed.
Described next door 20 possesses trellis and/or honeycomb (Nidus Vespae) structure.In the present invention, described trellis is, every
Wall 20 is formed with amplitude direction (perpendicular direction) so that being formed as quadrangle towards the length direction (transverse direction) of concrete slab 100
The lattice structure of arrangement, and next door 20 is towards diagonal formation so that including what rhombus (or parallelogram) etc. to arrange
Grid structure.And, in the present invention, described honeycomb texture (honeycomb structure) includes pentagon, hexagon, octagonal and/or circle
The shapes such as shape.Illustrate that described next door 20 is the shape that trellis is formed in figure.Specifically, described next door 20 is as Fig. 1 institute
Show including cross wall 22 and perpendicular wall 24, cross wall 22, be formed as multiple, the length direction (transverse direction) towards substrate 10 projects formation, erects
Wall 24, is formed as multiple, and the amplitude direction (perpendicular direction) towards substrate 10 projects formation, described cross wall 22 and perpendicular wall 24 form right angle
Possesses the trellis of tetragonal shape.
Described fills unit 30 is formed as groove shape above substrate 10, is formed by described next door 20.Fills unit 30
Possess multiple, specifically, by the space of the plurality of cross wall 22 and the plurality of perpendicular wall 24 zoning.Set in fills unit 30 embedment
Put implant 150 (with reference to Figure 16 and Figure 17).
Described implant 150 is arranged for thermal insulation and/or sound-proofing, and possesses multiple pores.Described filling
Thing 150 selects in cellular concrete and/or synthetic resin frothing foam.More specifically, described implant 150 is from concrete
The mode that the operation (for example, injecting air) of the physics of stirring thing (stirring thing of sand and cement) forms bubble is poured into a mould and maintenance
Light weight cellular concrete or the synthetic resin that formed of the compound resin composition mixing of foaming agent (synthetic resin with) foaming send out
Bubble foam.Described synthetic resin frothing foam is polystyrene foam, polyurethane foam, polyethylene and/or polypropylene bubble
Foam etc..And, described implant 150 be from glass cotton, mineral wool, rock wool, fiber assembly (cotton etc.) select, according to circumstances from
Synthetic resin foaming core, sand, soil, stone powder, perlite, foaming perlite, Vermiculitum, foaming Vermiculitum, wood powder (sawdust), chaff and
More than one is selected in Caulis et Folium Oryzae ground product (finely pulverized).Effectively absorb and cut off according to implant 150 and be applied to upper strata
Noise with vibrations while to concrete slab 100 apply light weight.Meanwhile, thermal insulation is guaranteed according to described implant 150.
The quantity of described fills unit 30 is simultaneously not limited.Described fills unit 30 arranges three towards transverse direction (length direction)
Arrange to 20 row, arrange to 15 row towards perpendicular direction (amplitude direction) arrangement two.In Fig. 1, described fills unit 30 is (long towards transverse direction
Degree direction) arrangement eight row, towards perpendicular direction (amplitude direction) arrangement four row so that altogether forming 32.
And, the embodiment of the example according to the present invention, described concrete slab 100 is including through hole 40.Described
Through hole 40 is towards the more than one side that selects of transverse direction (length direction) and perpendicular direction (amplitude direction) of concrete slab 100
Multiple to being formed.Preferably described through hole 40 is formed at least perpendicular direction (amplitude direction) of concrete slab 100.In figure
In, through hole 40 is formed towards the perpendicular direction (amplitude direction) of concrete slab 100, illustrates to be formed at the shape of substrate 10.Construction
During the flooring base of building, during according to the present invention the plurality of concrete slab of coupling 100 to construct, it is efficiently used described
Through hole 40.Specifically, insert the bracing wire 181 (reference for coupling with neighbouring concrete slab 100 in described through hole 40
Figure 15) so that firmly arranging the assembling force between concrete slab 100.
According to preferred embodiment, described concrete slab 100 may include reinforcing core.Described reinforcing core can improve
The toughness of concrete slab 100, is embedded in the inside of concrete slab 100.Described reinforcing core is from wire netting, metal porous
Select in plate, reinforcing bar, frame girder and/or fiber mat etc..Reinforce core can be embedded in concrete slab 100 substrate 10 and/or
The inside in next door 20.
Fig. 2 is the line A-A section illustrating Fig. 1, and Fig. 3 is the line B-B section illustrating Fig. 1.With reference to Fig. 2 and Fig. 3, according to this
The aspect of bright example, in the embedment of the inside of described substrate 10 as wire netting 70, metallic porous sheet and the fibre reinforcing core
More than one selecting in dimension pad.And, with reference to Fig. 2 and Fig. 3, reinforcing bar 80 (reference picture can be imbedded in the inside in described next door 20
2) more than one and/or selecting in frame girder 90 (with reference to Fig. 3).In the inside of the perpendicular wall 24 constituting described next door 20 embedment steel
Muscle 80, can imbed frame girder 90 in the inside of cross wall 22.Described frame girder 90 possesses the solid of mobile jib 92 tie lines of more than three
Structure, is conducive to the toughness of reinforced concrete panel 100.
Fig. 4 to Fig. 8 is shown as reinforcing multiple aspects of the frame girder 90 for the present invention of core.With reference to Fig. 4 extremely
Fig. 8, described frame girder 90 possesses the structure of solid, and includes the steel wire that the mobile jib 92 of more than three is connected with described mobile jib 92
94.Now, described mobile jib 92 and steel wire 94 can be using steel conduit, reinforcing bar and/or chains etc., and the diameter of described steel wire 94 is less than
The diameter of mobile jib 92.
Described frame girder 90 possesses the stereochemical structure of variform according to the quantity of mobile jib 92 and the arrangement of position.Fig. 4 and
Fig. 5 is the frame girder 90 of the triangular divine force that created the universe form illustrating to possess mobile jib 92, and Fig. 6 is to illustrate possess four mobile jibs 92 steel wire
94 structures being connected with X font state.Fig. 7 is tetragonal structure form, and Fig. 8 is the section illustrating to possess trapezoidal configuration thing form
The figure of the frame girder 90 of shape.The support toughness that the frame girder 90 of this stereochemical structure improves concrete slab 100A is tough with tension force
Degree is so that support load effectively.
According to preferred aspect, described frame girder 90 selects from D structure thing as shown in Figure 4.With reference to Fig. 4, described
Frame girder 90 includes multiple mobile jibs 92 and is connected the steel wire 94 of multiple described mobile jibs 92, possesses even while described steel wire 94 bending
Connect the structure of multiple mobile jibs 92.The support toughness of the frame girder 90 of this structure reinforced concrete main body 100A effectively is tough with tension force
Degree.Now, Fig. 4 illustrates three mobile jibs 92 and the frame girder 90 being made up of two steel wires 94.As shown in figure 4, each steel wire 94 connects
Two mobile jibs 92, possess, while bending section 94a bending, the structure being continuously connected mobile jib 92.Steel wire 94 is by welding tie lines etc.
Mode is combined with mobile jib 92 from bending section 94a.
Fig. 9 illustrates the concrete slab 100 of second embodiment of the present invention.
With reference to Fig. 9, according to second embodiment of the present invention, described concrete slab 100 may include and is arranged at side
Inserts 50.As shown in figure 9, the side of described inserts 50 is embedded in the side of concrete slab 100, opposite side exposes in outside.
Described inserts 50 is used for being connected and using with the reinforcing bar F of the inside of the wall W (with reference to Figure 15) being arranged on building.Now,
Described inserts 50 passes through the methods such as welding with reinforcing bar F and is firmly connected.According to this inserts 50, concrete slab 100 and building
Wall W there is firm adhesion.
And, with reference to Fig. 9, the embodiment of other examples according to the present invention, it may include be arranged on described concrete surface
The Hook member 60 of the side of plate 100.As shown in figure 9, the side of described Hook member 60 is embedded in the side of concrete slab 100
Face, opposite side exposes in outside.Use when described Hook member 60 transport or setting concrete slab 100.Specifically, transport
Defeated or setting concrete slab 100 when, catch described Hook member 60 or described Hook member 60 can connect crane etc. transport
Device.Therefore, described Hook member 60 easily transports or arranges concrete slab 100.And, according to an aspect, make
Can be removed after described Hook member 60 with finishing.That is, after terminating transport or described concrete slab 100 being set, described hook
Component 60 can separate from concrete slab 100 and remove.
Figure 10 is the concrete slab 100 of the 3rd embodiment illustrating the present invention.With reference to Figure 10, in described fills unit
30 inside can form rib 35.Now, described rib 35 is arranged at the central authorities of fills unit 30, as concrete material
Integratedly extend prominent from substrate 10.And, the height of described rib 35 is identical with the height in next door 20.Described rib 35
For by die casting and curing concrete, in the forming process in described substrate 10 and next door 20 while molding and substrate
10 is integrally formed.The support load of concrete slab 100 can be strengthened according to this rib 35.Specifically, described rib
35 support load supporting the load reinforced concrete panel 100 applying from the upside of fills unit 30.
The concrete slab 100 of present invention mentioned above can firmly construction building thing floor.That is, described coagulation
Native panel 100 firm in structure.Specifically, while described concrete slab 100 includes substrate 10, according in described substrate 10
Above the next door 20 of the prominent trellis being formed and/or honeycomb texture there is firm support force.And, have outstanding
Possesses light weight while sound-proofing.Specifically, multiple fills units 30 are formed between next door 20 so that guaranteeing light weight
Meanwhile, the filling for absorbing and consuming (dispersion) noise and the air hole structure of vibrations is imbedded in the inside in described fills unit 30
Thing 150, thus realize outstanding sound-proofing.And, implant 150 according to air hole structure density low so that possessing light weight.And
And, it is not necessary to arrange mold and cast concrete during the floor of construction building thing, but by the described concrete of bracing wire 181
The flooring base of the coupling construction building thing of panel 100, thus, floor operation of simply constructing.
On the other hand, described concrete slab 100 can be by multiple method manufactures (molding), and the embodiment according to example is such as
Lower section method manufacture.Figure 11 is the figure of the manufacture method for described concrete slab 100 is described.Figure 12 is to illustrate to fill out for being formed
Fill the figure of the shaping frame 120 of unit 30.
With reference to Figure 11 and Figure 12, described concrete slab 100 includes arranging in the inside of mould 110 reinforces the first of core
Step；Second step in the described shaping frame 120 reinforced and form fills unit 30 above core；In described mould 110
Internal cast and the third step of curing concrete.
Setting described reinforce core first step be, as reinforce core from described wire netting 70, metallic porous sheet,
More than one selecting in reinforcing bar 80, frame girder 90 and fiber mat.Wire netting 70 is set in the inside of mould 110, in wire netting
70 top can arrange reinforcing bar 80 and frame girder 90.Now, described reinforcing bar 80 towards perpendicular direction (amplitude direction) setting be embedded in perpendicular
Wall 24, described frame girder 90 is embedded in cross wall 22 towards transverse direction (length direction) setting.Multiple described reinforcing core phase tie lines gold
Belong to net 70, reinforcing bar 80 and frame girder 90.In the present invention, tie lines is the meaning being woven together using the chain phase such as iron wire.
And, the inside that described concrete slab 100 can further include at mould 110 arranges the 4th of hollow pipe 140
Step.Described hollow pipe 140 is for forming through hole 40, therefore, is removed after curing concrete.Described hollow pipe 140
If internal empty would not being defined.For example, select in metal tube or plastic conduit etc..The 4th of setting hollow pipe 140
Step is can to carry out between described first step and second step or between described second step and third step.
Four wall portion 113 that described mould 110 includes floor 112 with the side being formed at described floor 112.Now,
In four wall portion 113, at least one is removably separated with concrete slab 100.And, the wall portion in mould 110
113 through holes 114 that can form hollow pipe 140 described in insertion.Can be formed for embedded insert in the wall portion 113 of mould 110
50 with the patchhole (not shown) of Hook member 60.
Described shaping frame 120 is used for forming fills unit 30, and includes unit formation frame 123, and unit formation frame 123 possesses
Shape corresponding with fills unit 30.Now, unit formation frame 123 and fills unit 30 can possess various shapes.Unit formation
Frame 123 possesses the various shapes such as triangle, quadrangle, pentagon, hexagon, rhombus and/or circle.According to unit formation frame
123 setting forms the next door 20 forming trellis or honeycomb texture while fills unit 30.
Described shaping frame 120 may include according to aspect shape corresponding with fills unit 30, described shaping frame 120
Unit formation frame 123 and connection framework 125, unit formation frame 123, are formed as multiple, and form fills unit 30, connection framework
125, for connecting the plurality of unit formation frame 123.And, as shown in figure 12, in the both-side ends of described connection framework 125
The coupling aperture 125a for inserting the male parts such as bolt can be formed.When shaping frame 120 is arranged at mould 110, by connection framework
After 125 both-side ends are arranged on above the wall portion 113 of mould 110, pass through described coupling aperture by male parts such as bolts
125a is coupled with mould 110, thus shaping frame 120 is firmly fixed on mould 110.
Figure 13 is the figure of other embodiments illustrating described mould 110.With reference to Figure 13, described concrete slab 100
According to other embodiments, including the step arranging shaping frame 120 on the floor 112 of mould 110；Upper in described shaping frame 120
The step that core is reinforced in face setting；Step in the cast of the inside of described mould 110 and curing concrete.The concrete surface of Fig. 1
The form manufacture that plate 100 can turn upside down.Now, described shaping frame 120 includes multiple lists of shape corresponding with fills unit 30
First shaping frame 123.Specifically, above the floor 112 of mould 110, predetermined distance configures the multiple lists as shaping frame 120
First shaping frame 123, is then configured reinforcing core and cast and curing concrete.
And, Figure 14 is the figure of other aspects illustrating described shaping frame 120.Using Figure 14 shaping frame 120 when, can
To manufacture the concrete slab 100 of Figure 10.With reference to Figure 14, described shaping frame 120 includes unit formation frame 123 and connection framework
125, unit formation frame 123, be formed as multiple, fills unit 30 is formed according to other aspects, connection framework 125 is used for connecting
The plurality of unit formation frame 123, can form concrete embedment hole 123a in described unit formation frame 123.In unit formation frame
123 central authorities can form described concrete embedment hole 123a.During cast concrete, mixed in the embedment hole 123a cast of described concrete
Solidifying soil is so that form rib 35.
Hereinafter, the specific embodiment of the floor construction structure according to the present invention is described.
Include the concrete slab 100 described in one or more according to the floor construction structure of the present invention.Figure 15
It is the cross section structure figure according to the floor construction structure of the present invention for explanation to Figure 17.Figure 15 is for concrete slab is described
The cross section structure figure of 100 setting up procedure, Figure 16 is the section of the floor construction structure of the first embodiment illustrating the present invention
Structure chart.Figure 17 is the cross section structure figure of the floor construction structure of the second embodiment according to the present invention.
First, with reference to Figure 15, the wall W of building is built by mould C or by assembled building block with by way of prefabricated
Build.The figure that Figure 15 is built by mould C.Specifically, for the wall W that constructs, side form C and outer side mold C in setting.Including
Tie lines after multiple reinforcing bar F is set between side form C and outer side mold C.Then, pour into a mould between inner side and outer side mold C and support
Construct after shield concrete wall W.Now, it is provided for the concrete surface on floor of constructing between left side wall W and right side wall W
Plate 100.For example, will be multiple towards being horizontally disposed with for plural concrete slab 100.According to circumstances, horizontal holding plate can be set
191 flatly support multiple concrete slabs 100 with support frame 192, horizontal holding plate 191, and support frame 192 is used for supporting
Described horizontal holding plate 191.As shown in figure 15, described horizontal holding plate 191 is arranged at the bottom of concrete slab 100, described
The mode that support frame 192 is arranged at the downside of horizontal holding plate 191 supports.
The plurality of concrete slab 100 is coupled by bracing wire 181.Specifically, it is formed with insertion in concrete slab 100
Hole 40, after through hole 40 inserts bracing wire 181, is coupled after side applies tension force.I.e., as shown in figure 15, mix in left side
The side (left side of Figure 15) of solidifying soil panel 100 is by one end of the fixing bracing wire 181 of fixing component 182.From right side concrete surface
The side (right side of Figure 15) of plate 100 utilizes stretcher 185 to uphold the tension force of the after-applied strength of the other end of bracing wire 181, if solid
It is scheduled on reinforcing bar F, then multiple concrete slabs 100 can firmly couple.Now, the strengths such as hydraulic press are connected in stretcher 185
Tension force.In the present invention, as long as bracing wire 181 possesses would not being defined of suitable toughness, such as using reinforcing bar or multiple steel
Line.The end of described bracing wire 181 is firmly coupled with the reinforcing bar F of the inside being embedded in wall W by modes such as welding.By drawing
After line 181 couples multiple concrete slabs 100, the described inserts 50 being arranged on the side of concrete slab 100 is welded on wall
The reinforcing bar F of wall W or using other male parts couple so that having firm adhesion.
The setting up procedure of described concrete slab 100 is the situation that the ground in construction second floor or 3rd floors is described.Building
The bottom be to omit the setting structure of horizontal holding plate 191 and support frame 192.And, the concrete slab constructed
100 floors becoming the resident living in upper strata, and become the ceiling of the resident staying in lower floor.
With reference to Figure 16 and Figure 17, included by the concrete slab of described structure setting according to the floor construction structure of the present invention
100 are spaced apart above described concrete slab 100 with conductive metal plate 500, conductive metal plate 500.Now, mix
Solidifying soil panel 100 is separated by absorbing impact unit 200 predetermined distance with conductive metal plate 500.Concrete slab 100 with
It is sequentially arranged heat-barrier material 300 and hot duct 400 from below between conductive metal plate 500.
More specifically, being included as deck construction body according to the floor construction structure of the present invention, concrete slab 100；Inhale
Receive impact unit 200, possess multiple, be arranged above described concrete slab 100；Conductive metal plate 500, is arranged at institute
State above absorption impact unit 200；Heat-barrier material 300, is arranged above described concrete slab 100；Hot duct
400, it is arranged between described heat-barrier material 300 and conductive metal plate 500.Now, described absorption impact unit 200 directly sets
The upper side (with reference to Figure 16) being placed in concrete slab 100 or the upper side (with reference to Figure 17) being directly arranged at heat-barrier material 300.
With reference to Figure 16, described absorption impact unit 200 is directly arranged at the upper side of concrete slab 100, is absorbing punching
The surrounding insulation material 300 hitting unit 200 is directly arranged at concrete slab 100.And, with reference to Figure 17, described absorption impact
Unit 200 is directly arranged at the upper side of heat-barrier material 300.Specifically, the upper side in concrete slab 100 directly arrange every
Hot material 300, directly arranges absorption impact unit 200 in the upper side of described heat-barrier material 300.Figure 16 and Figure 17 illustrates described
The floor construction structure of the concrete slab 100 being suitable for Figure 10 of concrete slab 100.
Now, it is formed with fills unit 30 in described concrete slab 100, imbed described filling out in described fills unit 30
Fill thing 150.Implant 150 is embedded in fills unit 30, other embodiment next doors 20 according to the present invention and heat-barrier material
Form the described implant 150 of specific thickness between 300 and/or between rib 35 and heat-barrier material 300.And, setting
The space S being placed in the sky between described hot duct 400 fills other packing materials or empty space S according to other forms
Can be used as air layer.Described packing material possesses thermal insulation and/or sound-proofing, for example, using common heat-barrier material or can make
With implant 150.
Described absorption impact unit 200 is arranged between concrete slab 100 and conductive metal plate 500 so that will mix
Solidifying soil panel 100 is separated with conductive metal plate 500 predetermined distance.And, described absorption impact unit 200 separates heat conductivity gold
While belonging to plate 500, absorb and buffer the impact applying from top, thus effectively cutting off noise and vibrations.Now, described suction
Receive the next door 20 that impact unit 200 can be fixed on concrete slab 100.According to other embodiments, described absorption impact unit
200 inside being arranged at fills unit 30, and it is arranged at the top of described implant 150.Now, described implant 150 in order to
Support and absorb impact unit 200 optional compression synthetic resin frothing foam (as, compressing polystyrene foam).
Described absorb the impact that as long as impact unit 200 absorbs and buffering applies from top just and be not limited, excellent
Selection of land selects from following explanation.
Figure 18 to Figure 21 is the embodiment illustrating the absorption impact unit 200 according to the present invention.
First, with reference to Figure 18, included according to the absorption impact unit 200 of the present invention, first substrate 210；Support bar 220,
It is arranged at the top of described first substrate 210；Buffer component 230, insertion is arranged at described support bar 220, and possesses elastic force；
Second substrate 240, is arranged at the top of described buffer component 230.Now, included according to the absorption impact unit 200 of the present invention
Multiple support bars 220.The described impact unit 200 that absorbs effectively absorbs and buffers the impact applying from top, thus cut-out is made an uproar
Sound and vibrations.
Each structural element of the absorption impact unit 200 according to the present invention is that metal material and/or plastics for example may be selected
Material, but reform and be not limited.The example of each structural element of absorption impact unit 200 according to the present invention is below described
Embodiment.
Described first substrate 210 is circular or polygon (quadrangle etc.) tabular, is arranged at the deck construction of building
Above body.Described deck construction body can select from the concrete slab 100 according to the present invention.Now, described first substrate 210
It is fixed on above concrete slab 100.For example, described first substrate 210 be fixed on concrete slab 100 next door 20 and/
Or rib 35 or the inside being arranged on described fills unit 30.
Described first substrate 210 is fixed on concrete slab 100 by foundation bolt 142 (with reference to Figure 16).Described
One substrate 210 can form the bolt hole 210a for inserting foundation bolt 142.More specifically, in described first substrate 210 shape
Become more than one bolt hole 210a, imbed lower margin plug-in unit in the next door 20 of described concrete slab 100 and/or rib 35
144 so that couple with lower margin plug-in unit 144, thus can fix in first substrate 210 after foundation bolt 142 in-and-out bolt hole 210a
Concrete slab 100.
Described support bar 220 arranges multiple.That is, multiple support bars 220 are set in described first substrate 210.Described
One substrate 210 can arrange three to six support bars 220, in four support bars 220 of accompanying drawing predetermined distance spread configuration.Described
Strut 220 can possess cylindrical or polygonal pillar shape.
Described buffer component 230 possess elastic force so that insertion and be arranged at support bar 220 provide for absorb impact
Cushion effect.As long as described buffer component 230 possess elastic force just and be not limited.From the top absorbing impact unit 200
When applying impact, contraction (buffering) length of described buffer component 230 is preferably 0.1mm to 4mm.Specifically, if from top
(upper strata) applies impact, then described buffer component 230 shrinks (buffering), and now, buffer component 230 possesses about according to impact load
The contractility (cushion effect) of 0.1mm to 4mm.
As one, apply (initial stage length=about during ensemble length about the 5cm (=50mm) of buffer component 230 before impact
5cm), 0.1mm to 4mm is contracted to according to the damping of shocks component 230 applying from top, the length after contraction is for 46mm extremely
49.9mm.Now, when the length (contractility) of contraction is less than 0.1mm, the function (pooling feature) of absorbing impact is very small and weak.If
When the length (contractility) shunk excessively is shunk more than 4mm, that experiences buffering (contraction) shakes sense.In view of described problem,
The length 0.5mm to 3.5mm or 1mm to 3mm of the contraction of preferably described buffer component 230.When buffering within this range, possess
Outstanding will not give people to bring the sensation of contraction (buffering) while absorbing function (pooling feature) impacting.Now, described punching
Hit load be terminate floor construction after the arbitrary impact load that applies from top, and be not limited, be body weight 100kg people from
Floor about 30cm highly jumps up after-applied impact load.In the present invention, described buffer component 230 possesses the receipts of described scope
Contracting power, for example, it may include the spring of coil form and/or multiple elastic component 235.
According to preferred embodiment, described buffer component 230 selects from multiple elastic components 235.Figure 19 is buffering
The preferred embodiment of component 230, illustrates the cross section structure figure of the buffer component 230 including multiple elastic components 235.
With reference to Figure 19, described buffer component 230 is the elastomer of the multiple elastic component of lamination 235.Described elastic component 235
It is made up of the plastic member of elastic hardware or elasticity, for example, carbon steel, stainless (SUS), aluminium alloy and iron and steel etc.
Metal material is constituted.
It is formed with cushion hole 235a in the central authorities of described elastic component 235, insert support bar in described cushion hole 235a
220.Specifically, described elastic component 235 includes cushion hole 235a and cushion disk(-sc) 235b, cushion hole 235a, is inserted in support
Bar 220；Cushion disk(-sc) 235b, is formed as bamboo hat shape, is formed towards cylinder direction using described cushion hole 235a as benchmark.This
When, as shown in figure 19, the cushion disk(-sc) 235b of described bamboo hat shape is formed slopely towards predetermined angular (θ) from horizontal datum L, makes
Must possess the shape of bamboo hat.Described cushion disk(-sc) 235b is simultaneously not limited, but possesses 2 to 45 degree left and right from horizontal datum L
Angle (θ).
Described buffer component 230 is made up of multiple elastic component 235 laminations.Now, with reference to Figure 19, two elastic components
235 one elastomer combination of lamination composition in the opposite direction, one or more composition buffering structure of elastomer combination stack
Part 230.Figure 19 is to illustrate that two elastic components 235 of lamination in the opposite direction constitute an elastomer combination, this elastomer
Combination four is towards upper and lower lamination so that total of eight elastic component 235 lamination constitutes buffer component 230.Therefore, apply from top
During impact, the elastic component 235 of bamboo hat shape is it is stipulated that the cushion disk(-sc) 235b of bamboo hat shape that is formed obliquely of angle (θ)
Absorb and shock absorbing while expansion.Elastic component 235 more stably embodies absorption (buffering) punching than eiloid spring
Hit, this structure comparatively robust is so that be useful in the present invention.
And, with reference to Figure 18, described second substrate 240 is arranged at the top of buffer component 230, supports conductive metal plate
500.Now, described second substrate 240, as circular or polygon (tetragonal) tabular, has been here formed as bullport 245.
That is, it is formed with the bullport 245 of the upper end 221 inserting described support bar 220 in second substrate 240.Described bullport 245
Possess multiple, this is identical with the quantity of described support bar 220.For example, as shown in figure 18, when support bar 220 is four, described draw
Guide hole 245 can possess four.Therefore, when applying impact from top, described second substrate 240 is along support bar 220 towards upper and lower
Mobile.
And, with reference to Figure 20, the upper end 221 of described support bar 220 is inserted in the bullport 245 of first substrate 240,
And possess the mode of shoulder d and insert.Specifically, the upper end 221 of support bar 220 possesses from the end 245a of bullport 245
The mode of the shoulder d of predetermined distance is arranged.For example, when applying the impact of strength from the top of second substrate 240, support bar
220 upper end 221 departs from the heat conductivity gold so that compressible top according to the contraction of buffer component 230 from bullport 245
Belong to plate 500.Described shoulder d can prevent phenomenon here.That is, described shoulder d is when the impact of strength is applied to second substrate 240,
Form the unnecessary Vomitory of described end 221 so that preventing upper end 221 and the conductive metal plate of support bar 220
Contact between 500.Described shoulder d is for example to form the distance of 0.2mm-6mm.Described shoulder d is for example can be formed
The distance of 0.5mm-4mm.Specifically, when applying impact, the upper end 221 of support bar 220 can in the inside of bullport 245
The scope (or scope of 0.5mm-4mm) of mobile 0.2mm-6mm.
With reference to Figure 18 and Figure 20, the embodiment of the example according to the present invention, according to the absorption impact unit 200 of the present invention
Further include to adjust height component 250.This adjustment height component 250 may be disposed at first substrate 210 and buffer component 230 it
Between and second substrate 240 and buffer component 230 between more than one.Described adjustment height component 250 is to absorb for adjustment
Level between impact unit 200.
Absorption impact unit 200 according to the present invention can arrange multiple, according to circumstances building on the floor of building
Floor does not meet level.Now, the level absorbing between impact unit 200 be can adjust by described adjustment height component 250.Institute
State adjustment height component 250 as loop-shaped, insertion is arranged at support bar 220.Can in the central authorities of described adjustment height component 250
Form the patchhole 255 of insertion support bar 220.Described adjustment height component 250 can possess the multiple of one or more.Institute
State the quantity that adjustment height component 250 goes out use according to height tolerance Crestor.That is, according to the height absorbing between impact unit 200
Degree deviation is arranged at adjusting height component 250 between first substrate 210 and buffer component 230 with suitable quantity and/or the
Between two substrates 240 and buffer component 230, thus adjusting height.
Figure 21 is other embodiments illustrating the absorption impact unit 200 according to the present invention.
With reference to Figure 21, described first substrate 210 can form in the face contacting with buffer component 230 with second substrate 240 and prop up
Support part 212,242.That is, the upper side in first substrate 210 forms the first supporting part 210, can in the bottom surfaces of second substrate 240
Form the second supporting part 242.And, described supporting part 212,242 is from first substrate 210 and second substrate 240 bodily form respectively
Become.And, described supporting part 212,242 possesses loop-shaped, possesses phase with the elastic component 235 constituting described buffer component 230
Same external diameter.Now, the second supporting part 242 being formed at second substrate 240 possesses the intercommunicating pore connecting with bullport 245,
Described intercommunicating pore inserts the upper end of support bar 220.
Buffer component 230 is stably close to first substrate 210, second substrate 240 by supporting part 212,242, and,
Supporting part 212,242 according to circumstances adjustable height.The second supporting part 242 being formed at described second substrate 242 can extend and draws
The length of guide hole 245 is so that stably guide the upper end 221 of support bar 220.More specifically, in the second supporting part 242 shape
Become described intercommunicating pore so that the length of the bullport 245 being formed at second substrate 240 can be extended.Accordingly, it is capable to be effectively prevented prop up
The phenomenon that the upper end 221 of strut 220 departs from from the bullport 245 of second substrate 240.
On the other hand, with reference to Figure 16 and Figure 17, as long as that described heat-barrier material 300 possesses thermal insulation and be not limited,
Can use common.And, possess sound-proofing while the thermal insulation of described heat-barrier material 300.Described heat-barrier material 300 is,
For example, synthetic resin foam (polystyrene foam, polyurethane foam, polyethylene, polypropylene foam etc.), XPS are (as pressure
Be condensed into resin foam, include compressing polystyrene, compression polyethylene, compression polypropylene etc. in XPS of the present invention), Gypsum Fibrosum
Select in plate, glass cotton, mineral wool, rock wool and fiber assembly (cotton etc.) etc., but and be not limited.
And, with reference to Figure 16 and Figure 17, as long as described conductive metal plate 500 possesses the metallic plate of heat conductivity just not
It is defined.Conductive metal plate 500 is, such as the single metal selecting from ferrum (Fe), copper (Cu) and aluminum (AI) etc. or these
Alloy.Conductive metal plate 500 be it is contemplated that price select iron plate or in view of weight and heat conductivity may be selected aluminium sheet or
Ferrum-aluminium alloy plate etc..
Meanwhile, as described above, according to the present invention, described hot duct 400 is arranged at heat-barrier material 300 and conductive metal
Between plate 500.Now, hot duct 400 is to be closely set in the downside of conductive metal plate 500 to greatest extent.From confession
The steam rising that heating coil road 400 occurs is delivered to conductive metal plate 500.
Now, according to the present invention, effective heating effect can be embodied.That is, to finishing mortar embedment and setting hot duct
When, because the low thermal conductivity of finishing mortar is so that lower than energy consumption heating effect, but heat conductivity arranged according to the present invention is golden
After belonging to plate 500, in the downside of described conductive metal plate 500 setting hot duct 400, effectively improve heat conductivity.More
Body ground, the metallic plate 500 very higher than existing finishing mortar thermal conductivity effectively transmit and discharge hot so that with the low energy
Consumption figure embodies high heating effect.And, in the downside of hot duct 400, heat-barrier material 300 is set so that hot duct
400 steam is only delivered to top according to heat-insulated.
According to other embodiments of the present invention, cushion pad 450 is further included according to the floor construction structure of the present invention.
As shown in FIG. 16 and 17, in the described buffer cell 200 that absorbs, cushion pad can be set with the contact interface of conductive metal plate 500
450.This cushion pad 450 is used for the buffering between snubber impact unit 200 and conductive metal plate 500, therefore, can be by rubber
Glue material, synthetic resin material, fibrous material are constituted.
Figure 22 is the pith cross section structure figure of the floor construction structure illustrating the 3rd embodiment according to the present invention.
In the present invention, deck construction body can from the panel assemblies of multiple concrete slabs 100 couplings as above or
Select in common concrete water mud plate S as above.Figure 22 is the common concrete water being suitable for as deck construction body
The figure of mud plate S.Concrete water mud plate S is constructed by mold.
With reference to Figure 22, described absorption impact unit 200 is fixed on above concrete water mud plate S by foundation bolt 142.
Specifically, lower margin plug-in unit 144, the bolt hole 210a of foundation bolt 142 insertion first substrate 210 are imbedded in concrete water mud plate S
Afterwards, after lower margin plug-in unit 144 couples foundation bolt 142, absorption impact unit is fixedly installed above concrete water mud plate S
200.Therefore, floor construction structure is according to other embodiments of the present invention, including concrete water mud plate S；Absorb impact unit
200, it is set to multiple, and be arranged above described concrete water mud plate S；Conductive metal plate 500, is arranged at described absorption
Above impact unit 200；Heat-barrier material 300, is arranged above described concrete water mud plate S；Hot duct 400, setting
Between described heat-barrier material 300 and conductive metal plate 500.
And, the floor construction structure according to the present invention, can further include other structures in addition to described structural element
Key element.For example, Finishing materials is set on the top of conductive metal plate 500.Finishing materials is typically covered with paint, lacquer, colour wash, etc. from the floor using
Select in material.Described coating material is from printed decoration pad, floor, ceramic tile, natural stone slab (marble etc.), artificial marble
Select in (marbled synthetic resin pad etc.) and/or loess plate etc..
It is to further include several functions in addition to described coating material according to the floor construction structure of the present invention
Layer.For example, loess formation, deodorizing layer, stenlizing layer, far infrared irradiation layer and/or single insulation material layer etc..
According to the present invention, as described above, effectively absorbing and eliminating (dispersion) noise with vibrations so that interlayer sound-proofing goes out
Color, and firm and simply construction building thing floor.And, according to the present invention, the heating structure heat conductivity of improvement is outstanding, from
And save energy consumption (heating cost etc.).
Claims (11)
1. a kind of concrete slab, including：
Substrate；
Next door, is projected with trellis or honeycomb texture on the top of described substrate and is formed；
Fills unit, is formed by described next door, imbeds implant；
Through hole, forms towards the transverse direction of concrete slab and the more than one direction in perpendicular direction, inside insert for neighbour
The bracing wire of near concrete slab coupling,
Described next door includes projecting multiple cross walls of formation towards the length direction of substrate and the amplitude direction towards substrate projects formation
Multiple perpendicular wall.
2. concrete slab according to claim 1 is it is characterised in that imbed as strengthening core in the inside of described substrate
More than one selecting in the wire netting of material and metallic porous sheet, in the embedment of the inside of described perpendicular wall as the reinforcing bar reinforcing core
And more than one selecting in frame girder, in the embedment of the inside of described cross wall as the frame girder reinforcing core.
3. concrete slab according to claim 2 is it is characterised in that described frame girder includes multiple mobile jibs and for even
Connect the steel wire of the plurality of mobile jib, while described steel wire bending, connect multiple mobile jibs.
4. a kind of floor construction structure of building is it is characterised in that include：
Concrete slab according to claims 1 to 3；
Absorb impact unit, be set to multiple, be arranged at the top of described concrete slab；
Conductive metal plate, is arranged at the described top absorbing impact unit；
Heat-barrier material, is arranged at the top of described concrete slab；
Hot duct, is arranged between described heat-barrier material and conductive metal plate, in the fills unit of described concrete slab
Embedment implant.
5. building according to claim 4 floor construction structure it is characterised in that described absorption impact unit with
The contact interface setting cushion pad of conductive metal plate.
6. the floor construction structure of building according to claim 4 is it is characterised in that the floor construction of described building
Structure includes multiple concrete slabs, and the plurality of concrete slab is coupled by bracing wire.
7. the floor construction structure of building according to claim 4, it is characterised in that described absorption impact unit, is wrapped
Include：
First substrate, is arranged above described concrete slab；
Support bar, is set to multiple, is arranged above described first substrate；
Buffer component, has elastic force, and insertion is arranged at described support bar；
Second substrate, is arranged at the top of described buffer component, is formed with bullport in described second substrate, in bullport insertion
The upper end of described support bar.
8. the floor construction structure of building according to claim 7 is it is characterised in that described first substrate and the second base
Plate forms supporting part in the face contacting with buffer component.
9. the floor construction structure of building according to claim 7 is it is characterised in that described absorption impact unit enters one
Step includes adjusting height component, and adjustment height component is arranged between first substrate and buffer component and second substrate and buffering
More than one of middle selection between component.
10. the floor construction structure of building according to claim 7 is it is characterised in that described buffer component is by many
The elastomer that individual elastic component lamination is constituted.
The floor construction structure of 11. buildings according to claim 7 is it is characterised in that the top of described support bar is last
End is inserted in the bullport of second substrate, possesses the shoulder of predetermined distance from the upper end of described bullport.
Applications Claiming Priority (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020140052472A KR101542766B1 (en) | 2014-04-30 | 2014-04-30 | Shock-absorbing unit for constructing floor of building and floor construction structure comprising the same |
| KR1020140052486A KR101543585B1 (en) | 2014-04-30 | 2014-04-30 | Concrete panel for constructing floor of building, method for manufacturing the same and floor construction structure comprising the same |
| KR10-2014-0052472 | 2014-04-30 | ||
| KR10-2014-0052486 | 2014-04-30 | ||
| KR1020150022078A KR101588669B1 (en) | 2015-02-13 | 2015-02-13 | Shock-absorbing unit for constructing floor of building and floor construction structure of building comprising the same |
| KR10-2015-0022078 | 2015-02-13 | ||
| PCT/KR2015/004220 WO2015167203A1 (en) | 2014-04-30 | 2015-04-28 | Concrete panel for constructing floor of building, shock absorption unit, and floor construction structure for building including same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106460396A true CN106460396A (en) | 2017-02-22 |
Family
ID=54358861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201580021623.XA Pending CN106460396A (en) | 2014-04-30 | 2015-04-28 | Concrete panel for constructing floor of building, shock absorption unit, and floor construction structure for building including same |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20170051506A1 (en) |
| JP (1) | JP2017515029A (en) |
| CN (1) | CN106460396A (en) |
| WO (1) | WO2015167203A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761994A (en) * | 2017-11-20 | 2018-03-06 | 嘉兴市博宏新型建材有限公司 | One kind sound absorption mortar wall |
| CN107984607A (en) * | 2017-11-22 | 2018-05-04 | 上海康尼建材科技有限公司 | A kind of energy saving honeycomb precast concrete and its production method and process units |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10087642B2 (en) * | 2016-01-11 | 2018-10-02 | Robert Montoya | Screen grid insulated concrete form panel system and method for construction and building |
| US10718114B2 (en) * | 2017-10-30 | 2020-07-21 | Samsung C&T Corporation | High-damping reinforced concrete (RC) lattice beam and substructure using same |
| JP2021503574A (en) * | 2017-11-16 | 2021-02-12 | ナンジン シェンユアン シビル エンジニアリング ハイ テクノロジー カンパニー リミテッド | Highly efficient, organic, stable, high-performance concrete slab structure, hollow part structure, and bar arrangement structure using purely hollow parts |
| US10364571B1 (en) * | 2018-01-11 | 2019-07-30 | Morteza Moghaddam | Lightweight structural panel |
| US11365547B2 (en) * | 2019-06-05 | 2022-06-21 | Erlin A. Randjelovic | Athletic floor and method therefor |
| CN115319923B (en) * | 2022-08-24 | 2024-01-26 | 南京同功混凝土工程有限公司 | Concrete with good damping effect and preparation system and preparation method thereof |
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| KR20080073905A (en) * | 2007-02-07 | 2008-08-12 | 엘에스전선 주식회사 | Panel for absorbing floor impact sound |
| KR100908920B1 (en) * | 2006-11-29 | 2009-07-23 | 안승한 | Concrete structure and slab construction structure |
| CN103069087A (en) * | 2010-06-28 | 2013-04-24 | 阿尔巴托·阿拉贡·加西亚 | Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab |
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| KR200370517Y1 (en) * | 2004-09-13 | 2004-12-16 | 김석규 | A soundproofing article for a structure |
| KR100818733B1 (en) * | 2006-04-28 | 2008-04-08 | 안승한 | Concrete device for covering opened road |
| KR100928135B1 (en) * | 2009-03-20 | 2009-11-25 | 천열에너지 주식회사 | Elastic supporter of heating panel |
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2015
- 2015-04-28 US US15/307,819 patent/US20170051506A1/en not_active Abandoned
- 2015-04-28 JP JP2017510284A patent/JP2017515029A/en active Pending
- 2015-04-28 CN CN201580021623.XA patent/CN106460396A/en active Pending
- 2015-04-28 WO PCT/KR2015/004220 patent/WO2015167203A1/en active Application Filing
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100908920B1 (en) * | 2006-11-29 | 2009-07-23 | 안승한 | Concrete structure and slab construction structure |
| KR20080073905A (en) * | 2007-02-07 | 2008-08-12 | 엘에스전선 주식회사 | Panel for absorbing floor impact sound |
| CN103069087A (en) * | 2010-06-28 | 2013-04-24 | 阿尔巴托·阿拉贡·加西亚 | Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761994A (en) * | 2017-11-20 | 2018-03-06 | 嘉兴市博宏新型建材有限公司 | One kind sound absorption mortar wall |
| CN107984607A (en) * | 2017-11-22 | 2018-05-04 | 上海康尼建材科技有限公司 | A kind of energy saving honeycomb precast concrete and its production method and process units |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2017515029A (en) | 2017-06-08 |
| WO2015167203A1 (en) | 2015-11-05 |
| US20170051506A1 (en) | 2017-02-23 |
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