CN110306706A - A kind of integral type building cover board in assembled architecture and the connection structure with wall - Google Patents
A kind of integral type building cover board in assembled architecture and the connection structure with wall Download PDFInfo
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- CN110306706A CN110306706A CN201910668785.2A CN201910668785A CN110306706A CN 110306706 A CN110306706 A CN 110306706A CN 201910668785 A CN201910668785 A CN 201910668785A CN 110306706 A CN110306706 A CN 110306706A
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- girder
- curb girder
- wall
- precast beam
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- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 4
- 229920002635 polyurethane Polymers 0.000 claims description 4
- 239000004814 polyurethane Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
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Classifications
-
- 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
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
-
- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses in a kind of assembled architecture integral type building cover board and with the connection structure of wall, including girder, first curb girder and the second curb girder, the girder is equipped with two groups, first side beam welding is fixed on the front and rear sides between two groups of girders, second curb girder is weldingly fixed between two groups of girders, and second curb girder be located between the curb girder of two group first of front and back at least provided with two groups, the interior reinforced frame two sides, which are located on girder, is fixedly welded with convex block, heat-insulation noise-reduction plate is fixedly installed between convex block described in two groups, the first cast-in-place concrete layer is covered with above the heat-insulation noise-reduction plate, the second cast-in-place concrete layer is covered with above first cast-in-place concrete layer, the anchoring piece that the girder is placed equidistant with by three groups is fixedly connected with wall body structure, the present invention improves integrally-built support strength and stability, also increase simultaneously The strong effect of the heat-insulated and sound insulation and noise reduction of building floor structure, improves the stability with connecting structure of wall.
Description
Technical field
The invention belongs to assembled arthitecutral structure technical fields, and in particular to the integral type superstructure in a kind of assembled architecture
Plate and connection structure with wall.
Background technique
Assembled architecture is built made of assemble in site as prefabricated component component, referred to as assembled architecture.By prefabricated structure
The form and construction method of part are divided into building block building, plate building, boxlike building, frame board material construction structural and lift slab and rise layer building etc.
Five seed types.With the development of modern industrial technology, building house can be manufactured in batch completely as machine production.Only
Prefabricated house component, transport to assemble in site get up just at.
Assembled architecture is with prefabricated component component building made of assemble in site.Developing assembled architecture is construction side
The major transformation of formula, is the important measure for promoting supply side structural reform and development, and the energy that is conducive to economize on resources is reduced and applied
Work pollution, to promote labor productivity and quality safety horizontal, may advantageously facilitate construction industry and information-based industrialization depth integration,
It cultivates the new kinetic energy of NPD projects, push neutralizing superfluous production capacity.
In existing assembled arthitecutral structure, fabricated integral type building floor structure has certain lack when in use
It falls into, fabricated integral type building cover board has the factor of certain stability and intensity difference, while the heat-insulated and sound insulation drop of structure
Effect of making an uproar is undesirable, and structure is single to use common anchor arrangement when being anchored with wall, so that the stabilization of structure connection
Property and strength character are to be improved.
Summary of the invention
The purpose of the present invention is to provide in a kind of assembled architecture integral type building cover board and with the connection structure of wall,
Integrally-built support strength and stability are improved, while also enhancing the effect of the heat-insulated and sound insulation and noise reduction of building floor structure
Fruit, when being attached fixed, expansion anchor rod bottom expansion fastening into the connecting hole of wall, the spine knot of cooperation bottom setting
Structure improves the stability with connecting structure of wall, to solve to propose the problems of the prior art in above-mentioned background technique.
To achieve the above object, present invention employs following technical solutions:
A kind of integral type building cover board in assembled architecture and the connection structure with wall, including girder, the first curb girder and
Second curb girder, the girder are equipped with two groups, and first side beam welding is fixed on the front and rear sides between two groups of girders, and described the
Two side beam weldings are fixed between two groups of girders, and the second curb girder is located between the curb girder of two group first of front and back at least provided with two
Group, the separate space bottom being combined between the girder, the first curb girder and the second curb girder is fixedly welded with precast beam, described pre-
It is covered with precast beam pouring layer at the top of beam slab processed, is equipped with precast beam main reinforcement in the precast beam pouring layer, the precast beam pours
Layer top is built positioned at interior reinforced frame is covered with, the interior reinforced frame two sides, which are located on girder, is fixedly welded with convex block, described in two groups
It is fixedly installed with heat-insulation noise-reduction plate between convex block, is covered with the first cast-in-place concrete layer above the heat-insulation noise-reduction plate, described the
The second cast-in-place concrete layer, the anchoring piece and wall that the girder is placed equidistant with by three groups are covered with above one cast-in-place concrete layer
Body structure is fixedly connected.
Preferably, the integral thickness of the girder, the first curb girder and the second curb girder is consistent, and the girder, first
Curb girder and the second curb girder are aluminum alloy beams structure.
Preferably, triangle reinforcing bar is equidistantly welded on the precast beam main reinforcement, the diameter of the triangle reinforcing bar is less than pre-
The diameter of beam main reinforcement processed.
Preferably, the precast beam includes steel plate, plasterboard, splash guard and insulation board, and the plasterboard is covered on steel
Plate side, the splash guard are covered on another side surface of steel plate, and the insulation board is covered on one side surface of splash guard.
Preferably, the splash guard is light cement foaming sandwich plate, and the insulation board is polyurethane thermal insulation board, described anti-
The thickness of water plate and insulation board is no more than 5mm.
Preferably, the heat-insulation noise-reduction plate includes thermal insulation board and soundproof plate, and the soundproof plate is covered on thermal insulation board upper surface,
It is fixedly connected between the thermal insulation board and soundproof plate by adhesive glue.
Preferably, the thermal insulation board is extruded sheet structure, the thickness of the integral thickness and convex block of the thermal insulation board and soundproof plate
Degree is consistent.
Preferably, the anchoring piece includes expansion anchor rod, gasket and spine, and the expansion anchor rod is through girder and pad
Piece, and gasket is located at the setting of girder upper surface, expansion anchor rod bottom end two sides are uniformly arranged in the spine.
Preferably, it is corresponded to positioned at expansion anchor rod through position on the girder and offers rod aperture, the spine is taper knot
Structure.
Preferably, by through girder, the first curb girder, the second curb girder between the precast beam and the precast beam
It is fixedly connected with the anchor rod of precast beam.
Preferably, the anchor rod includes anchor pole and nut, and the anchor pole is longitudinal through girder, the first curb girder, second
Curb girder and pre- beam slab, and anchor pole both ends pass through nut tightening on two group of first curb girder, the anchor pole both ends correspondence offers outer
Screw thread.
Preferably, it offers and passes through through position positioned at anchor pole on the girder, the first curb girder, the second curb girder and precast beam
It perforates, nut tightening position is located on first curb girder and offers nut groove.
Preferably, second cast-in-place concrete layer includes concrete layer, cast-in-place concrete reinforcing bar and water-stop sheet, described existing
Pouring concrete reinforcing bar is located inside concrete layer to be arranged in intersecting parallels, and the water-stop sheet is covered on table on the outside of cast-in-place concrete reinforcing bar
Face.
Preferably, the water-stop sheet is light cement foaming sandwich plate, using close between the water-stop sheet and concrete layer
Sealing water layer is fixedly connected.
Preferably, first cast-in-place concrete layer upper surface is concordant with girder upper surface, first cast-in-place concrete
Layer surrounding edge is located at the setting of convex block upper surface.
Technical effect and advantage of the invention: integral type building cover board in a kind of assembled architecture proposed by the present invention and with
The connection structure of wall has the advantage that compared with prior art
1, skeleton structure of the present invention by using girder, the first curb girder and the second curb girder as installation, is respectively adopted pre-
Beam slab processed, precast beam pouring layer, heat-insulation noise-reduction plate and two groups of cast-in-place concrete layer structures, the mode being arranged layer by layer improve
Integrally-built support strength and stability, while also enhancing the effect of the heat-insulated and sound insulation and noise reduction of building floor structure；
2, main beam structure is attached using anchoring piece and wall body structure, and anchoring piece is using expansion anchor rod cooperation bottom
Spine structure, when being attached fixed, expansion anchor rod bottom expansion fastening into the connecting hole of wall, the setting of cooperation bottom
Spine structure improves the stability with connecting structure of wall.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is structural schematic diagram after the second cast-in-place concrete layer of removal of the invention；
Fig. 3 is enlarged structure schematic diagram at A in Fig. 2 of the invention；
Fig. 4 is girder of the invention, the first curb girder and the second curb girder coupling part overlooking structure diagram；
Fig. 5 is precast beam internal material partial structural diagram of the invention；
Fig. 6 is the second cast-in-place concrete layer internal material partial structural diagram of the invention.
In figure: 1, girder；2, the first curb girder；3, the second curb girder；4, precast beam；401, steel plate；402, plasterboard；403,
Splash guard；404, insulation board；5, precast beam pouring layer；6, precast beam main reinforcement；7, triangle reinforcing bar；8, interior reinforced frame；9, heat-insulated
Noise reducing plate；91, thermal insulation board；92, soundproof plate；10, anchoring piece；101, expansion anchor rod；102, gasket；103, spine；11, one is cast-in-place
Concrete layer；12, the second cast-in-place concrete layer；121, concrete layer；122, cast-in-place concrete reinforcing bar；123, water-stop sheet；13, convex
Block；14, through hole；15, anchor rod；151, anchor pole；152, nut；16, nut groove.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Herein
Described specific embodiment is only used to explain the present invention, is not intended to limit the present invention.Based on the embodiments of the present invention,
Every other embodiment obtained by those of ordinary skill in the art without making creative efforts, belongs to this hair
The range of bright protection.
The present invention provides in a kind of assembled architecture as shown in figures 1 to 6 integral type building cover board and with the connection of wall
Structure, including girder 1, the first curb girder 2 and the second curb girder 3, the girder 1 are equipped with two groups, and first curb girder 2 is weldingly fixed on
Front and rear sides between two groups of girders 1, second curb girder 3 are weldingly fixed between two groups of girders 1, and the second curb girder 3 is located at
At least provided with two groups between the curb girder 2 of two group first of front and back, it is combined between the girder 1, the first curb girder 2 and the second curb girder 3
Separate space bottom be fixedly welded with precast beam 4, precast beam pouring layer 5 is covered at the top of the precast beam 4, it is described prefabricated
Precast beam main reinforcement 6 is equipped in beam pouring layer 5,5 top of precast beam pouring layer, which is located at, is covered with interior reinforced frame 8, described interior
8 two sides of reinforced frame, which are located on girder 1, is fixedly welded with convex block 13, and heat-insulation noise-reduction plate is fixedly installed between convex block 13 described in two groups
9, the first cast-in-place concrete layer 11 is covered with above the heat-insulation noise-reduction plate 9, and convex block 13 is used to support the first cast-in-place concrete layer
11 structures；The second cast-in-place concrete layer 12 is covered with above first cast-in-place concrete layer 11, the girder 1 passes through three groups etc.
Anchoring piece 10 away from setting is fixedly connected with wall body structure.
Preferably, the integral thickness of the girder 1, the first curb girder 2 and the second curb girder 3 is consistent, and the girder 1,
First curb girder 2 and the second curb girder 3 are aluminum alloy beams structure.
By using above-mentioned technical proposal, integral thickness is consistent, so that overall structure is relatively flat, while using aluminium
Alloy girder construction, intensity is high, stable structure.
Preferably, being equidistantly welded with triangle reinforcing bar 7 on the precast beam main reinforcement 6, the diameter of the triangle reinforcing bar 7 is less than
The diameter of precast beam main reinforcement 6.
By using above-mentioned technical proposal, pass through three equidistantly welded on precast beam main reinforcement 6 in precast beam pouring layer 5
7 structure of angle steel muscle improves the intensity of integral prefabricated 5 structure of beam pouring layer.
Preferably, the precast beam 4 includes steel plate 401, plasterboard 402, splash guard 403 and insulation board 404, the stone
Cream plate 402 is covered on 401 side of steel plate, and the splash guard 403 is covered on another side surface of steel plate 401, and the insulation board 404 covers
It covers in 403 1 side surface of splash guard.
By using above-mentioned technical proposal, group is carried out using steel plate 401, plasterboard 402, splash guard 403 and insulation board 404
It closes, can not only meet the intensity of structure, while but also structure can satisfy good waterproof and heat insulation effect, nor affecting on
Carry out other operations at the top of ceiling.
Preferably, the splash guard 403 is light cement foaming sandwich plate, the insulation board 404 is polyurethane thermal insulation board,
The thickness of the splash guard 403 and insulation board 404 is no more than 5mm.
By using above-mentioned technical proposal, splash guard 403 uses light cement foaming sandwich plate, structure light wt, waterproof effect
Fruit is good, and insulation board 404 uses polyurethane thermal insulation board, has good insulation effect.
Preferably, the heat-insulation noise-reduction plate 9 includes thermal insulation board 91 and soundproof plate 92, the soundproof plate 92 is covered on thermal insulation board
91 upper surfaces are fixedly connected between the thermal insulation board 91 and soundproof plate 92 by adhesive glue.
It by using above-mentioned technical proposal, is combined using thermal insulation board 91 and soundproof plate 92, so that structure not only has
Heat-blocking action, while good deadening can be provided.
Preferably, the thermal insulation board 91 is extruded sheet structure, the integral thickness of the thermal insulation board 91 and soundproof plate 92 with it is convex
The thickness of block 13 is consistent.
By using above-mentioned technical proposal, using extruded sheet structure, good heat-insulation effect, being consistent property of thickness, so that knot
Component is easy for installation.
Preferably, the anchoring piece 10 includes expansion anchor rod 101, gasket 102 and spine 103, the expansion anchor rod 101 is passed through
It is through at girder 1 and gasket 102, and gasket 102 is located at the setting of 1 upper surface of girder, the spine 103 is uniformly arranged in expansible anchor
101 bottom end two sides of bar.
By using above-mentioned technical proposal, when expansion anchor rod 101 is squeezed into wall, the structure of 101 bottom of expansion anchor rod
It expands into wall, while 103 structure of spine is also pierced into inside wall, strengthens the stabilization and intensity of connection.
Rod aperture is offered through position correspondence preferably, being located at expansion anchor rod 101 on the girder 1, the spine 103 is
Pyramidal structure.
By using above-mentioned technical proposal, the rod aperture structure of setting facilitates passing through for 101 structure of expansion anchor rod, adopts simultaneously
With 103 structure of spine of taper, so that structure piercing wall is convenient, spine 103 uses stainless steel structure.
Preferably, by through girder 1, the first curb girder 2, second between the precast beam 4 and the precast beam 4
Curb girder 3 is fixedly connected with the anchor rod 15 of precast beam 4.
By using above-mentioned technical proposal, anchor rod 15 provides connection knot between precast beam 4 and the precast beam 4
Structure, so that interrelated between each group precast beam 4.
Preferably, the anchor rod 15 includes anchor pole 151 and nut 152, the anchor pole 151 is longitudinal through girder 1, the
One curb girder 2, the second curb girder 3 and precast beam 4, and 151 both ends of anchor pole are tightened on two group of first curb girder 2 by nut 152, institute
It states 151 both ends of anchor pole correspondence and offers external screw thread.
By using above-mentioned technical proposal, girder 1, the first curb girder 2, the second curb girder 3 are sequentially passed through using 151 structure of anchor pole
With precast beam 4,4 structure of each group precast beam can not only be attached association, while also can be by precast beam 4 and girder
1, stable connection between the first curb girder 2, the second curb girder 3, is locked by 152 stabilized structure of nut.
Preferably, being located at anchor pole 151 on the girder 1, the first curb girder 2, the second curb girder 3 and precast beam 4 runs through position
Through hole 14 is offered, is located at 152 tightened position of nut on first curb girder 2 and offers nut groove 16.
By using above-mentioned technical proposal, 16 structure of nut groove of setting facilitates 152 structure of nut as nut groove 16
It is interior, avoid nut 152 and 151 end of anchor pole from exposing girder construction, so that overall structure keeps smooth.
Preferably, second cast-in-place concrete layer 12 includes concrete layer 121, cast-in-place concrete reinforcing bar 122 and water proof
Plate 123, the cast-in-place concrete reinforcing bar 122 is located inside concrete layer 121 to be arranged in intersecting parallels, and the water-stop sheet 123 covers
In 122 outer surface of cast-in-place concrete reinforcing bar.
By using above-mentioned technical proposal, by using concrete layer 121, cast-in-place concrete reinforcing bar 122 and water-stop sheet
123, intensity requirement can not only be met, while also meeting the requirement of waterproof water proof.
Preferably, the water-stop sheet 123 is light cement foaming sandwich plate, the water-stop sheet 123 and concrete layer 121 it
Between using sealing glue layer be fixedly connected.
By using above-mentioned technical proposal, the hardened structure of light cement foaming sandwich, good water insulation effect, using sealing plastic structure
Connection, so that stable connection between water-stop sheet 123 and concrete layer 121.
Preferably, 11 upper surface of the first cast-in-place concrete layer is concordant with 1 upper surface of girder, the first cast-in-place coagulation
11 surrounding edge of soil layer is located at the setting of 13 upper surface of convex block.
By using above-mentioned technical proposal, keeps 11 upper surface of the first cast-in-place concrete layer concordant with 1 upper surface of girder, make
It is relatively high to obtain overall structure flatness.
Structural principle: the skeleton knot in whole building cover board using girder 1, the first curb girder 2 and the second curb girder 3 as installation
Structure is respectively adopted precast beam 4, precast beam pouring layer 5, heat-insulation noise-reduction plate 9 and two groups of cast-in-place concrete layer structures, sets layer by layer
The mode set improves integrally-built support strength and stability, while also enhancing the heat-insulated and sound insulation of building floor structure
The effect of noise reduction, 1 structure of girder are attached using anchoring piece 10 and wall body structure, and anchoring piece 10 uses expansion anchor rod 101
Cooperate 103 structure of spine of bottom, when being attached fixed, 101 bottom of expansion anchor rod expands tightly into the connecting hole of wall
Gu cooperating 103 structure of spine of bottom setting, the stability with connecting structure of wall is improved.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features,
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (10)
1. the integral type building cover board in a kind of assembled architecture and the connection structure with wall, including girder (1), the first curb girder
(2) and the second curb girder (3), it is characterised in that: the girder (1) is equipped with two groups, and first curb girder (2) is weldingly fixed on two groups
Front and rear sides between girder (1), second curb girder (3) is weldingly fixed between two groups of girders (1), and the second curb girder (3)
At least provided with two groups between the curb girder (2) of two group first of front and back, the girder (1), the first curb girder (2) and the second curb girder
(3) the separate space bottom being combined between is fixedly welded with precast beam (4), is covered at the top of the precast beam (4) prefabricated
Beam pouring layer (5), the precast beam pouring layer (5) is interior to be equipped with precast beam main reinforcement (6), precast beam pouring layer (5) top
It being positioned over interior reinforced frame (8), interior reinforced frame (8) two sides, which are located on girder (1), is fixedly welded with convex block (13), and two groups
It is fixedly installed with heat-insulation noise-reduction plate (9) between the convex block (13), it is cast-in-place mixed that first is covered with above the heat-insulation noise-reduction plate (9)
Solidifying soil layer (11), the first cast-in-place concrete layer (11) top are covered with the second cast-in-place concrete layer (12), the girder (1)
It is fixedly connected by three groups of anchoring pieces being placed equidistant with (10) with wall body structure.
2. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
Be characterized in that: the integral thickness of the girder (1), the first curb girder (2) and the second curb girder (3) is consistent, and the girder
(1), the first curb girder (2) and the second curb girder (3) are aluminum alloy beams structure.
3. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
It is characterized in that: being equidistantly welded with triangle reinforcing bar (7) on the precast beam main reinforcement (6), the diameter of the triangle reinforcing bar (7) is less than
The diameter of precast beam main reinforcement (6).
4. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
Be characterized in that: the precast beam (4) includes steel plate (401), plasterboard (402), splash guard (403) and insulation board (404), institute
It states plasterboard (402) and is covered on steel plate (401) side, the splash guard (403) is covered on steel plate (401) another side surface, institute
It states insulation board (404) and is covered on (403) one side surface of splash guard.
5. the integral type building cover board in a kind of assembled architecture according to claim 4 and the connection structure with wall,
Be characterized in that: the splash guard (403) is light cement foaming sandwich plate, and the insulation board (404) is polyurethane thermal insulation board, institute
The thickness for stating splash guard (403) and insulation board (404) is no more than 5mm.
6. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
Be characterized in that: the heat-insulation noise-reduction plate (9) includes thermal insulation board (91) and soundproof plate (92), and the soundproof plate (92) is covered on heat-insulated
Plate (91) upper surface is fixedly connected between the thermal insulation board (91) and soundproof plate (92) by adhesive glue.
7. the integral type building cover board in a kind of assembled architecture according to claim 6 and the connection structure with wall,
Be characterized in that: the thermal insulation board (91) is extruded sheet structure, the integral thickness of the thermal insulation board (91) and soundproof plate (92) with it is convex
The thickness of block (13) is consistent.
8. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
Be characterized in that: the anchoring piece (10) includes expansion anchor rod (101), gasket (102) and spine (103), the expansion anchor rod
(101) through girder (1) and gasket (102), and gasket (102) is located at the setting of girder (1) upper surface, the spine (103)
It is uniform to be arranged in expansion anchor rod (101) bottom end two sides.
9. the integral type building cover board in a kind of assembled architecture according to claim 8 and the connection structure with wall,
It is characterized in that: being located at expansion anchor rod (101) on the girder (1) through position correspondence and offer rod aperture, the spine (103) is
Pyramidal structure.
10. the integral type building cover board in a kind of assembled architecture according to claim 1 and the connection structure with wall,
It is characterized in that: by through girder (1), the first curb girder (2), between the precast beam (4) and the precast beam (4)
Two curb girders (3) are fixedly connected with the anchor rod (15) of precast beam (4).
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| CN201910668785.2A CN110306706A (en) | 2019-07-23 | 2019-07-23 | A kind of integral type building cover board in assembled architecture and the connection structure with wall |
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| CN201910668785.2A CN110306706A (en) | 2019-07-23 | 2019-07-23 | A kind of integral type building cover board in assembled architecture and the connection structure with wall |
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| CN110306706A true CN110306706A (en) | 2019-10-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962687A (en) * | 2020-08-17 | 2020-11-20 | 国为(南京)软件科技有限公司 | Wall connection steel construction |
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Effective date of registration: 20200731 Address after: 330000 Nanchang, Jiangxi province and South Road, No. 696 Applicant after: Nanchang Hangkong University (NCHU) Applicant after: Jiangxi Minghui Chengtou Hangxiao Steel Structure Co., Ltd Address before: 330038 No. 696 Feng Nan Road, Jiangxi, Nanchang Applicant before: Nanchang Hangkong University (NCHU) Applicant before: Jiangxi Fangshi Architectural Technology Co.,Ltd. |
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