CN106320514A - Overall post-pouring type industrial building system and construction method thereof - Google Patents
Overall post-pouring type industrial building system and construction method thereof Download PDFInfo
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- CN106320514A CN106320514A CN201610876790.9A CN201610876790A CN106320514A CN 106320514 A CN106320514 A CN 106320514A CN 201610876790 A CN201610876790 A CN 201610876790A CN 106320514 A CN106320514 A CN 106320514A
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/10—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B26/16—Polyurethanes
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- C—CHEMISTRY; METALLURGY
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- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—Aluminous cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—Aluminous cements
- C04B28/065—Calcium aluminosulfate cements, e.g. cements hydrating into ettringite
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/02—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by adding chemical blowing agents
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/08—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by adding porous substances
-
- 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
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- E—FIXED CONSTRUCTIONS
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- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
- E04B1/162—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ with a central core, used as form, in order to form a continuous concrete shell
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
-
- E—FIXED CONSTRUCTIONS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- 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
- E04B1/76—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 heat only
-
- 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
- E04B1/76—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 heat only
- E04B1/7604—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 heat only fillings for cavity walls
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/40—Porous or lightweight materials
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Ceramic Engineering (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Acoustics & Sound (AREA)
- General Chemical & Material Sciences (AREA)
- Building Environments (AREA)
Abstract
The invention provides an overall post-pouring type industrial building system and a construction method thereof. The building system comprises a structural framework, plate systems covering the inner side and the outer side of the structural framework, a cavity formed in the mode that the plate systems are closed, and a filling material evenly poured into the cavity. After the filling material is poured into the cavity and cured, an integral and uniform integrated shell structure is formed by walls, floors and a roof structure. The construction method includes the steps that the structural framework of the building is erected, the structural framework is covered with the plate systems in a completely closed mode, the overall through cavity is formed, multiple pouring openings are formed in the cavity, and the filling material is evenly poured into the cavity through the pouring openings. Lightweight, simple and batched machining and installing of the building can be achieved, the transport volume and weight are reduced, and an industrial building product and even the whole building system in which no crack is generated overall can be formed.
Description
Technical field
The invention belongs to light steel construction construction applications, particularly relate to a kind of overall after casting type industrialized building system and execute
Work method.
Background technology
Building industrialization is the developing direction of Building Trade in China.In recent years, deepening constantly along with building industry system reform
With the continuous enlargement of construction scope, construction industry development is very fast, and material technological foundation is obviously enhanced, but in terms of entirety, work produces
Rate increase rate is little, and quality problems are more, and overall technology progress is slow.Existing domestic industryization building generally uses steel construction frame
The technology of frame precoated plate assembly and PC precast concrete on-site hoisting technology.The various components of steel building are work
Factory process, the congenital potential quality with industrialization, mass production, simply the specification of component cannot generalization, processing and erector
Skill is more original, it is still necessary to substantial amounts of cutting welding job, it is impossible to mass production, and labor intensity is big, and quality control is more difficult
Ensure；Masonry wall structure generally uses precast slab, there is bigger elastic modulus difference, anti-seismic performance with steel construction
Low；Sheet material compole is easy to crack, and later maintenance cost is the highest.PC prefabricated component technology then exists that component volume is big, weight big, fortune
Defeated and hoisting difficulty and cost are the highest, and are affected greatly by production site, transportation range, and it is more difficult to promote on a large scale.
Lightweight lightweight aggregate concrete obtains tremendous development in recent years, and material and the construction technology of foam cement also reach its maturity, but by
The shortcoming that water absorption rate is high, contract with dry rate is big, large area is easy to crack is there is, even if occurring in that some foam cements in foam cement itself
Apply to the product of prefabricated partition board, the technique that even have also appeared lightweight concrete cast-in-place wall, as mentioned above,
These techniques all cannot solve from root that sheet material is easy to crack, the problem producing crack between body of wall and Structure Beam-column floor.
Open in the application for a patent for invention disclosure of Publication No. CN 101550736A disclosed in 7 days October in 2009
A kind of method of casting in-situ composite lightweight wall by detaching-free template, the method is as follows: need at the construction field (site) to install Light Wall
Position, with pressure fiber cement board as wall external layer with non-dismantling formwork, in the interlayer between pressure fiber cement board, pour physics
The mixed earth of foaming, pours rear physical blowing and mixes earth and be integrally forming composition Light Wall with pressure fiber cement board, this light weight wall
Body surrounding also pours integral with building structure.
Public in the application for a patent for invention disclosure that application publication number disclosed in 5 days February in 2014 is CN 103556758A
Having opened a kind of lightweight steel construction lightweight and mixed earth cast-in-situ wall, this body of wall uses steel keel structure to support, and the two sides of steel joist are divided
Other anchoring fiber calcium silicates or fiber cement board, pour foam and mix earth in the middle part of body of wall, steel keel structure uses tree root longitudinally to prop up
Support bone frame is connected with tree root cross-brace skeleton to be made, and longitudinal bracing skeleton is fitted by two base plates of two groove type shaped steel
Being connected in one, the two sides of longitudinal bracing skeleton are respectively groove-like, and cross-brace skeleton uses at least one groove type
Type steel support, in the groove of longitudinal bracing skeleton side is inserted in groove type shaped steel one end and be secured to, groove type shaped steel another
In the groove of another root longitudinal bracing skeleton side is inserted in one end and be secured to, through hole offered by groove type shaped steel.
Although above-mentioned two patent application publication text discloses cast in place technique scheme, but the cast-in-place position of the program is only limitted to
Body of wall, the and non-fully monolithic architecture in meaning is cast-in-place, and the distribution of its wallboard and fixed form, pour stream when material pours
Dynamic property and pour the distribution of after-pouring material, the processing transport assembling of building entirety material, the physical property of body of wall that pours
And mechanical characteristic etc. is also short of consideration, it is impossible to the problem solving above-mentioned existence well.
In the application for a patent for invention disclosure that application publication number disclosed in 26 days November in 2014 is CN 104164974A
Disclosing a kind of building casting method, N shell preset by this building, and the method comprises the following steps: step a: pour the 1st layer extremely
The vertical beam of n-th layer and main beam, be incremented by successively from the 1st layer and up pour to n-th layer；Step b: pour n-th layer secondary crossbeam and
Floor face；And step c: use and pour mold system and successively decrease successively from n-th layer and down pour the secondary crossbeam of N-1 layer to the 2nd layer
And floor face, to complete pouring of building, this pours mold system and includes as the floor i.e. main body of the template of time crossbeam,
Offer time crossbeam mold slots in this main body, when pouring, make this main body successively decrease the most near 2nd layer successively from N-1 layer.
Although above-mentioned patent application publication text discloses a kind of building casting method, but its casting process is segmentation waters
Build rather than disposable one-piece casting, thus can bring a series of problem, such as, different contact layers connect the problem of transition with
And issuable dry and cracked gap, physical property and the mechanical characteristic of building are the best, and casting process is complicated, and do not consider
To the mobility poured when material pours and the distribution pouring after-pouring material, also and do not take into account building unitary construction and
The production and processing transport etc. of its each material, the problem that the method still can not solve above-mentioned existence well.
To sum up, how to realize the lighting of building, summary, mass processing and install, reducing transportation volume and weight,
Remote transport by sea and installation are easy in exploitation, wall column floor can form entirety and will not produce the industrialized building product in crack and be
To whole building system, it it is the purpose of the present invention.
Summary of the invention
For overcoming the defect of above-mentioned prior art, embodiment of the present invention technical problem to be solved is, it is provided that a kind of
Overall after casting type industrialized building system, it can realize the lighting of building, summary, mass processing and install, reducing fortune
Defeated volume and weight, remote transport by sea and installation are easy in exploitation, wall column floor can form entirety and will not produce the work in crack
Industry building products or even whole building system
In order to solve above-mentioned technical problem, the present invention provides a kind of overall after casting type industrialized building system, including:
Structural framework, it uses modularization to assemble mode；
Plate system, it is wrapped in inside and outside structural framework to form body of wall, floor, roof structure；
Cavity, airtight is formed by plate system is mutual, and through body of wall, floor, roof structure；
Packing material, it is uniformly cast in cavity；
In packing material is cast in cavity and after solidification, body of wall, floor, roof structure form integral housing structure.
Preferably, reserved certain gap between plate system and structural framework, in order to packing material circulates in cavity.
Preferably, plate system includes sheet material, sealing joint strip and metal fixing, airtight by sealing joint strip between sheet material,
And sheet material is fixed on structural framework by metal fixing, the complete airtight package structure skeleton of sheet material is also formed overall through
Cavity.
Preferably, reserved certain gap between sheet material and structural framework, in order to packing material circulates in cavity.
Preferably, gap size is 10-50mm.
Preferably, sheet material is fiber cement board or glass magnesium board or ceramic wafer or stone material or wood-plastic board or metal
Plate.
Preferably, sheet material is hung by fluting card or perforate back of the body bolt or gluing or bolt are fixed with metal fixing, and metal is solid
Locking member is quickly fixed on structural framework by bolt or self-plugging rivet.
Preferably, structural framework is steel structure framework or steel-wood structure skeleton, and structural framework uses assembling mode to build.
Preferably, structural framework includes some structural beams overlapped, and the connecting portion of structural beams is by certain mould
Being provided with, in numberization spacing clod wash and punch forming, and structural beams, the draw-in groove and screw hole being easy to quickly position, structural beams uses
Joggle or bolt are fixed.
Preferably, structural beams includes steel grade beam, the beam-column be vertically located on steel grade beam is fixing with beam-column is connected and horizontal stroke
To the collar tie beam arranged, it is positioned on collar tie beam and steel floor beam that connection fixed thereto or fix with beam-column is connected, is located at room
The roof beam being connected also is fixed, with collar tie beam or beam-column, in top.
Preferably, steel grade beam, beam-column, collar tie beam, steel floor beam are provided be easy to packing material circulation perforate.
Preferably, packing material is light-weight water-proof fireproof heat insulating sound insulating material.Preferably, packing material is that polystyrene is multiple
Close the mixed earth of foaming, it is characterised in that its proportioning (number scale by weight) is as follows: 5-8 granules of polystyrene, 200-300 silicic acid
Salt cement or sulphate aluminium cement, 100-200 water, 10-30 foaming agent and foam stabilizer, 15-20 hydrophober.
Preferably, packing material is glass bead polyurathamc, it is characterised in that its proportioning (by volume number note) as
Under: the nanometer micropore glass bead of 60-80 particle diameter 1-3mm, 20-40 polyurathamc.
Preferably, the pouring procedure of packing material is as follows: described micropore glass bead is fed into the mistake of described cavity at wind
In journey, the described polyurathamc raw material with mist mixes mutually, is uniformly filled in described cavity, by described glass after polyurethane foam
Change microballon fully wrapped around with described structural framework, and be bonded as one with described plate system.
Preferably, packing material is produced by foam-in-place casting equipment.
The construction method of a kind of overall after casting type industrialized building system, comprises the steps of:
S001, builds the structural framework of building；
S002, use plate system is by complete for structural framework airtight parcel, and forms a through cavity of entirety；
S003, arranges some sprue gates on cavity；
S004, by sprue gate toward Backup Materials uniform in cavity.
Preferably, the gap of 10-50mm it is reserved with between plate system and structural framework.
Preferably, packing material is the composite foamed mixed earth of polystyrene, it is characterised in that its proportioning is (by weight
Note) as follows: 5-8 granules of polystyrene, 200-300 portland cement or sulphate aluminium cement, 100-200 water, 10-30 foaming agent
And foam stabilizer, 15-20 hydrophober.
Preferably, packing material is glass bead polyurathamc, it is characterised in that its proportioning (by volume number note) as
Under: the nanometer micropore glass bead of 60-80 particle diameter 1-3mm, 20-40 polyurathamc.
A kind of packing material, it is the composite foamed mixed earth of polystyrene, and its proportioning (number scale by weight) is as follows: 5-8
Granules of polystyrene, 200-300 portland cement or sulphate aluminium cement, 100-200 water, 10-30 foaming agent and foam stabilizer,
15-20 hydrophober.
Preferably, the composite foamed mixed earth packing material of polystyrene is produced by foam-in-place casting equipment.
A kind of packing material, it is glass bead polyurathamc, it is characterised in that its proportioning (by volume number note) as
Under: the nanometer micropore glass bead of 60-80 particle diameter 1-3mm, 20-40 polyurathamc.
The pouring procedure of a kind of packing material for overall after casting type industrialized building system, building system includes a knot
Llex cornuta frame, one be wrapped in plate system inside and outside structural framework, the entirety of the mutual airtight formation of plate system is mutually communicated
Cavity, the packing material that is cast in cavity, packing material includes nanometer micropore glass bead and polyurathamc, its cast
Method is as follows:
Micropore glass bead polyurathamc raw material with mist during wind is fed into cavity mixes mutually, poly-ammonia
Cavity it is uniformly filled in after ester foaming, glass bead is fully wrapped around with structural framework, and it is bonded as one with plate system.
Implement the present invention, beneficial effect specific as follows: the lighting of building, summary, mass processing and peace can be realized
Dress, reduces transportation volume and weight, and remote transport by sea and installation are easy in exploitation, wall column floor can form entirety and will not produce
The industrialized building product in crack or even whole building system.
Accompanying drawing explanation
In order to become apparent from illustrating the technical scheme of the embodiment of the present invention, the accompanying drawing of embodiment will be situated between simply below
Continue.
Fig. 1 is the structural representation of building system of the present invention；
Fig. 2 is the structural representation of structural framework；
Fig. 3 is the structural representation of steel grade beam；
Fig. 4 is the structural representation of beam-column；
Fig. 5 is the structural representation of collar tie beam；
Fig. 6 is the structural representation of steel floor beam.
Fig. 7 is the structural representation of the cross section of beam-column；
Fig. 8 is the structural representation of steel grade beam and beam-column combination；
Fig. 9 is the structural representation of beam-column and collar tie beam combination；
Figure 10 is beam-column, collar tie beam and the structural representation of steel floor beam combination；
Figure 11 is beam-column, collar tie beam and the structural representation of roof beam one view of combination；
Figure 12 is the structural representation that beam-column, collar tie beam and roof beam combine another view；
Figure 13 is the structural representation of metal fixing；
Figure 14 is the structural representation that metal fixing is fixed on beam-column.
Detailed description of the invention
The detailed description of the invention of the present invention is further illustrated below in conjunction with accompanying drawing.
With reference to Fig. 1, a kind of overall after casting type industrialized building system, including:
Structural framework 1, it uses modularization to assemble mode；
Plate system 2, it is wrapped in inside and outside structural framework 1 to form body of wall, floor, roof structure；
Cavity 3, airtight is formed by plate system 2 is mutual, and through body of wall, floor, roof structure；
Packing material 4, it is uniformly cast in cavity 3；
In packing material 4 is cast in cavity 3 and after solidification, body of wall, floor, roof structure form integral housing structure.
With reference to Fig. 2, preferably, structural framework 1 be steel structure framework, and structural framework 1 includes steel grade beam 11, vertical
The beam-column 12 being located on steel grade beam 11 and beam-column 12 be fixing to be connected and the collar tie beam 13 of horizontally set, is positioned on collar tie beam 13
And connection fixed thereto or fixing with beam-column 12 be connected steel floor beam 14, be located at roof and with collar tie beam 13 or beam-column 12
The fixing roof beam 15 connected, steel grade beam 11, beam-column 12, collar tie beam 13, the respective connecting portion of steel floor beam 14 are pressed certain
Modularization spacing clod wash and punch forming, steel grade beam 11, beam-column 12, collar tie beam 13, steel floor beam 14 are provided with and are easy to fill out
Fill the perforate of material 4 circulation to be further ensured that being uniformly distributed of each local packing material 4 of building, and steel grade beam 11, steel
Be provided with the draw-in groove and screw hole being easy to quickly position on beam column 12, collar tie beam 13, steel floor beam 14, steel grade beam 11, beam-column 12,
Collar tie beam 13, steel floor beam 14 use joggle or bolt to fix, it is not necessary to Site Welding, can realize install summary and processing with
The mass installed.
As popularization and application, structural framework 1 can also be used in other occasions, and according to actual needs, structural framework includes
Some structural beams overlapped, the connecting portion of structural beams presses certain modularization spacing clod wash and punch forming, and knot
Being provided with the draw-in groove being easy to quickly position and screw hole on structure beam, structural beams uses joggle or bolt to fix, this modularization
The structural framework of assembling, during use, it is not necessary to Site Welding, can realize the summary installed and the mass processed and install.Right
Answering, in the present invention, structural beams includes that steel grade beam 11, the beam-column 12 being vertically located on steel grade beam 11 and beam-column 12 are fixed
Connect and the collar tie beam 13 of horizontally set, be positioned on collar tie beam 13 and connection fixed thereto or the steel that be connected fixing with beam-column 12
Floor beam 14, it is located at roof the roof beam 15 that be connected fixing with collar tie beam 13 or beam-column 12.
Concrete, steel grade beam 11, beam-column 12, collar tie beam 13, steel floor beam 14 and roof beam 15 can be used in 2016 02
Publication No. disclosed in the moon 03 is the steel grade beam in the patent of invention of CN 105297886A, beam-column, collar tie beam, steel floor beam, room
Header member, as shown in Figures 3 to 6.
More excellent, the feature of steel grade beam 11 can also be expanded and be: cross section is U-shaped, width 100～300mm, height is 50
～100mm, galvanized steel plain sheet clod wash by thickness 1～4mm process and are stamped and formed out quickly by certain modularization spacing
Location draw-in groove and screw hole and be easy to packing material 4 circulation perforate, steel grade beam 11 is secured by bolts on foundation beam, two
The bolt hole that side wing is reserved is used for fixing beam-column 12；
The feature of beam-column 12 can also be expanded and be: cross section can select a, b, c, d, e, 5 shown in Fig. 7 according to stressing conditions
Kind of pattern, galvanized steel plain sheet clod wash by thickness 1～6mm process and are stamped and formed out quickly by certain modularization spacing
The draw-in groove of location and screw hole and be easy to the perforate of packing material 4 circulation, reserved bolt hole and steel grade beam 11 and wallboard metal
Bolt hole one_to_one corresponding on connector；
The feature of collar tie beam 13 can also be expanded and be: cross section is U-shaped or square, width 50～300mm, height 50～
300mm, that galvanized steel plain sheet clod wash by thickness 1～4mm processes and is stamped and formed out by certain modularization spacing is the most fixed
The draw-in groove of position and screw hole and be easy to the perforate of packing material 4 circulation, reserved bolt hole and beam-column 12 and steel floor beam 14
Bolt hole one_to_one corresponding；
The feature of steel floor beam 14 can also be expanded and be: cross section is U-shaped or c-type, width are 50～100mm, highly 150
～300mm, galvanized steel plain sheet clod wash by thickness 1～4mm process and are stamped and formed out quickly by certain modularization spacing
Location draw-in groove and screw hole and be easy to packing material 4 circulation perforate；Reserved bolt hole and beam-column 12 and collar tie beam 13
Bolt hole one_to_one corresponding.
Steel grade beam 11, beam-column 12, collar tie beam 13, steel floor beam 14 and roof beam 15 can be according on 02 03rd, 2016
Disclosed publication No. is the compound mode fixed installation in the patent of invention of CN 105297886A, as shown in Fig. 8 to Figure 12.
Beam-column 12 and floor steel floor beam 14 in load bearing wall position all use concentrated type to arrange, make beam-column 12 and
Steel floor beam 14 can use less sectional dimension and thickness of steel product, it is achieved the light-duty design of component, reduces and installs work
Intensity；Owing to steel grade beam 11, beam-column 12, collar tie beam 13, steel floor beam 14 and roof beam 15 are all according to certain modulus spacing one
Secondary punch forming, processes simple and fast, simultaneously because total skeleton 1 system implementation specification, standardization, can be promptly
Installation is spliced in one, forms general frame, significantly improves the integral construction efficiency of structural framework 1.Further, at steel grade beam
11, beam-column 12, collar tie beam 13 and the stomach wall of steel floor beam 14 or sidewall are each provided with the segmentation benchmark of instruction modulus spacing
Line, workman can positioning distance measuring the most very easily, efficiency of construction significantly improves.
Circulate in cavity 3 for convenience of packing material 4, to ensure being uniformly distributed of each local packing material 4 of building,
Reserved certain gap between plate system 2 and structural framework 1.
Preferably, plate system 2 includes sheet material, sealing joint strip and metal fixing 16, and sheet material is fibre cement
Plate or glass magnesium board or ceramic wafer or stone material or wood-plastic board or metallic plate, airtight by sealing joint strip between sheet material, and
Sheet material passes through fluting card extension or perforate back of the body bolt or gluing or bolt and metal fixing 16 is fixed, and metal fixing 16 passes through bolt
Or self-plugging rivet is quickly fixed on structural framework 1, reserved certain gap between sheet material and structural framework 1, gap size is 10-
50mm, the complete airtight package structure skeleton 1 of sheet material also forms overall through cavity 3, in order to packing material flows in cavity
Logical.
Sheet material is referred on 02 03rd, 2016 public by the way of metal fixing 16 is fixed on structural framework 1
The publication No. opened is structure and the method for the statement in the patent of invention of CN 105297886A, as shown in Figure 13 to Figure 14, sheet material
By the way of metal fixing 16 is with mounting and bolt lock tight integration, metal fixing 16 can be made quickly to position and be fixed on steel
On beam column 12, substantially increasing installation efficiency, when cast-type wall construction, it can be metal that mounting compare bolt to connect and weld
Fixture 16 and sheet material provide more powerful mechanical property, and construction cost is lower, and metal fixing 16 simple structure, use machine
Tool punch process, with low cost.
Plate system 2 is by fully wrapped around, airtight to steel grade beam 11, beam-column 12, collar tie beam 13, steel floor beam 14 and roof beam 15
Form overall through cavity 3, the gap of reserved 10-50mm between sheet material and structural framework 1, provide for realizing integral cast-in-situ below
Condition, airtight by sealing joint strip between sheet material, spillage when both preventing from pouring, avoid again material drying shrinkage and building vibration generation to split
Seam.
Owing to structural framework 1 is Modular design, the specification of sheet material matches and is also correspondingly formed certain modulus rule,
Implementation specification, had both facilitated processing, can improve again in-site installation work efficiency.
Sheet material is construction formwork, is again decoration panel.According to using position and the difference of artistic effect, sheet material is permissible
Selecting fiber cement board, glass magnesium board, ceramic wafer, stone material, wood-plastic board or metallic plate, corresponding mounting means is the most different.
Wherein fiber cement board, glass magnesium board, mould plate or metallic plate can add rubber sheet gasket after be fixed on structure directly from tapping
On skeleton 1, it is also possible to the same with ceramic wafer, stone material, metal fixing 16 is used to fix.
After structural framework 1 and plate system 2 have assembled, form sprue gate in cavity 3 upper shed and inject packing material
4, it is however generally that, for convenience of the flowing of packing material 4, sprue gate is opened in the upper end of building system, and according to building system
The factor such as concrete structure, size, building system can offer multiple sprue gate to ensure that packing material 4 can be evenly distributed on chamber
In body 3, after injecting packing material 4 from top to down, packing material 4 is by perforate reserved on structural framework 1 and sheet material system
Circulation is run through in gap between system 2 and structural framework 1, until being full of whole cavity 3, structural framework 1 and plate system 2 is wrapped completely
Wrap up in, after solidification, form a complete shell structure with plate system 2 bonding.
Preferably, packing material 4 is light-weight water-proof fireproof heat insulating sound insulating material, has the comprehensive physical performance of excellence, only
One layer of structure can meet the demand of the waterproof fireproofing heat preserving heat insulating noise insulation of building；Simultaneously because body of wall, floor and roof are mutual
The company of passing through, structure be unified, without substantially constructing demarcation line, gap will not be produced because of material drying shrinkage, thus integral waterproofing excellent；Fill out
Filling material 4 close with the elastic modelling quantity of structural framework 1 and plate system 2, be not likely to produce crack during building vibration, anti-seismic performance is non-
Chang Hao, overcomes all drawbacks of assembling type steel structure building from root.
Concrete, the feature of packing material 4 is the organic of foam-in-place and inorganic composite type lightweight solidification material.It is constituted
For inorganic material and organic material；Wherein inorganic material accounts for major part, gives full play to the cheap environmental protection of inorganic material and prevents fires
Advantage, account for the organic material of fraction and then on the one hand strengthen the ability of anti-deformation of packing material 4, eliminate the easy of purely inorganic material
The shortcoming of dry shrinkage and cracking, on the other hand by the organic polymer of efficient hydrophobic speciality and inorganic molecule self assemble, makes filling
Material 4 has splendid water resistance；Organic material is cut off by inorganic material parcel and cannot burn, and has fabulous fire line
Energy；Organic substance and inorganic matter are all fretting map closed-cell materials, lightweight, also have excellent thermal and insulating performance simultaneously；Fill material
The technique of material 4 employing foam-in-place can reduce minimizing raw material usage amount, reduce transportation volume, reduction material cost, saving
Building comprehensive cost.Packing material 4 is solidified, with structural framework 1 and sheet material after solidification by water or air or chemical reaction
System 2 combines together, forms construction wall and the floor of high intensity, and body of wall is waterproof and dampproof, fire prevention is insulated against sound, thermal and insulating performance is all
Good, and structural framework 1 is completely wrapped, and has intercepted the corrosion of air and water completely, and building durable years is greatly improved.
As embodiment one, packing material 4 can use the composite foamed concrete of polystyrene, it is characterized in that: dry density
For 300kg/m, its proportioning number scale by weight, 5-8 polystyrene foaming granule, 200-300 portland cement or sulfur aluminic acid
Salt cement, 100-200 water, 10-30 foaming agent and foam stabilizer, 15-20 hydrophober；The composite foamed concrete raw material of polystyrene
With low cost, buying facility, is especially suitable for global provisioning；By adding macromolecule hydrophober (such as sea in foamed concrete
The double-component macromolecule hydrophober that consor produces), capture the disadvantage that traditional foamed concrete water absorption rate is high, be greatly improved water proofing property
Can, it is allowed to can operate with body of wall floor and roof；Compound addition polystyrene foaming granule, makes foamed concrete have stronger
During ability of anti-deformation, cement solidification drying shrinkage and building vibration, body of wall is not easy to produce crack；And granules of polystyrene can
To use waste material to produce, environment-friendly high-efficiency；Granules of polystyrene is wrapped up by the foamed concrete of high thermal resistance, it is impossible to ingress of air,
Cannot degrade, and cannot burn, it is (non-combustible that the body of wall that the composite foamed concreting of polystyrene is filled can reach A1 level
Burn) material fire-protection standard；The composite foamed concrete of polystyrene uses the composite foamed concrete of polystyrene by special showing
Field foaming placing installation produces and pumping pouring construction.
As embodiment two, packing material 4 can also use glass bead polyurathamc, it is characterized in that: by volume part
Number scale, the nanometer micropore glass bead of 60-80 particle diameter 1-3mm, 20-40 polyurathamc；The vitreous produced by nanotechnology
Microballon has a large amount of nanoscale aperture and airtight micropore, and thermal conductivity is the lowest, and incombustible.And polyurathamc tool
Having fire resistance characteristic and the cohesive of excellence, be evenly affixed to the surface of glass bead, inter-adhesive closing is formed a series of does not passes through
The cavity worn, combines together structural framework 1 and the plate system 2 of building simultaneously, solidify to form the body of wall of high intensity, floor
And roof structure, waterproof, moistureproof, insulation, heat insulation, sound insulation property is all good.Due to the obstruct of sheet material, polyurethane cannot connect with air
Touch, be heated and will not produce naked light, and due to the effectively insulating of glass bead, heat cannot be toward internal delivery, and flame affects model
Enclose only top layer 10-20mm, will not be toward surrounding and diffusion inside, unitary construction is unaffected, has good fire protecting performance.This
Planting glass bead blown polyurethane materials fill process is dry construction, and several minutes gets final product curing molding, and efficiency of construction is high.
The processing technique of glass bead polyurathamc is: micropore glass bead during wind is fed into sheet material cavity 3 with mist
Polyurathamc raw material mixes mutually, and polyurethane is evenly affixed to glass bead surface, is uniformly filled in cavity 3, by vitreous after foaming
Microballon is fully wrapped around with structural framework 1, and is bonded as one with plate system 2.
Corresponding with above-mentioned a kind of overall after casting type industrialized building system, a kind of overall after casting type industrialized building system
Construction method, comprise the steps of:
S001, builds the structural framework of building；
S002, use plate system is by complete for structural framework airtight parcel, and forms a through cavity of entirety；
S003, arranges some sprue gates on cavity；
S004, by sprue gate toward Backup Materials uniform in cavity.
Preferably, the gap of 10-50mm it is reserved with between plate system and structural framework.
In sum, the present invention can realize the lighting of building, summary, mass processing and install, and reduces carrier
Long-pending and weight, remote transport by sea and installation are easy in exploitation, wall column floor can form entirety and will not produce the industrialization in crack
Building products or even whole building system.
Above disclosed it is only one preferred embodiment of the present invention, certainly can not limit the power of the present invention with this
Profit scope, the equivalent variations therefore made according to the claims in the present invention, still belong to the scope that the present invention is contained.
Claims (22)
1. an overall after casting type industrialized building system, it is characterised in that including:
Structural framework；
Plate system, it is wrapped in inside and outside described structural framework to form body of wall, floor, roof structure；
Cavity, airtight is formed by described plate system is mutual, and through described body of wall, floor, roof structure；
Packing material, it is uniformly cast in described cavity；
In described packing material is cast in described cavity and after solidification, described body of wall, floor, roof structure form integral housing
Structure.
2. after casting type industrialized building system as claimed in claim 1 a kind of overall, it is characterised in that: described plate system with
Reserved certain gap between described structural framework, in order to described packing material circulates in described cavity.
3. a kind of overall after casting type industrialized building system as claimed in claim 2, it is characterised in that: described gap size is
10-50mm。
4. a kind of overall after casting type industrialized building system as described in any one of claims 1 to 3, it is characterised in that: described
Plate system includes sheet material, sealing joint strip and metal fixing, airtight by described sealing joint strip between described sheet material, and described plate
Material is fixed on described structural framework by described metal fixing, the described sheet material described structural framework of complete airtight parcel shape
Integral through described cavity.
5. a kind of overall after casting type industrialized building system as claimed in claim 4, it is characterised in that: described sheet material is fiber
Cement plate or glass magnesium board or ceramic wafer or stone material or wood-plastic board or metallic plate.
6. a kind of overall after casting type industrialized building system as claimed in claim 4, it is characterised in that: described sheet material is by opening
Groove card is hung or perforate back of the body bolt or gluing or bolt are fixed with described metal fixing, and described metal fixing passes through bolt or looses core
Rivet is quickly fixed on described structural framework.
7. a kind of overall after casting type industrialized building system as claimed in claim 1, it is characterised in that: described structural framework is
Steel structure framework or steel-wood structure skeleton, described structure uses assembling mode to build.
8. a kind of overall after casting type industrialized building system as claimed in claim 1, it is characterised in that: described structural framework bag
Including some structural beams overlapped, the connecting portion of described structural beams is by certain modularization spacing clod wash and strikes out
Being provided with the draw-in groove being easy to quickly position and screw hole in type, and described structural beams, described structural beams uses bolt to fix.
9. a kind of overall after casting type industrialized building system as claimed in claim 8, it is characterised in that: described structural beams includes
Steel grade beam, the beam-column being vertically located on described steel grade beam are fixed with described beam-column and are connected and the collar tie beam of horizontally set, placement
On described collar tie beam and connection fixed thereto or fix with described beam-column be connected steel floor beam, be located at roof and with described
Collar tie beam or described beam-column fix the roof beam of connection.
10. a kind of overall after casting type industrialized building system, it is characterised in that: described steel ground
The perforate being easy to the circulation of described packing material it is provided with on beam, beam-column, collar tie beam, steel floor beam.
11. a kind of overall after casting type industrialized building systems as claimed in claim 1, it is characterised in that: described packing material
For light-weight water-proof fireproof heat insulating sound insulating material.
12. a kind of overall after casting type industrialized building systems as claimed in claim 1, it is characterised in that: described packing material
For the composite foamed mixed earth of polystyrene, it is characterised in that its proportioning (number scale by weight) is as follows: 5-8 granules of polystyrene,
200-300 portland cement or sulphate aluminium cement, 100-200 water, 10-30 foaming agent and foam stabilizer, 15-20 hydrophober.
13. a kind of overall after casting type industrialized building systems as claimed in claim 1, it is characterised in that: described packing material
For glass bead polyurathamc, it is characterised in that its proportioning (by volume number note) is as follows: the nanometer of 60-80 particle diameter 1-3mm
Micropore glass bead, 20-40 polyurathamc.
14. a kind of overall after casting type industrialized building systems as claimed in claim 13, it is characterised in that described packing material
Pouring procedure as follows:
Described micropore glass bead during wind is fed into described cavity with the described polyurathamc raw material phase of mist
Mixing, be uniformly filled in described cavity after polyurethane foam, by fully wrapped around with described structural framework for described glass bead, and with institute
State plate system and be bonded as one.
The 15. a kind of overall after casting type industrialized buildings as described in any one of claim 1,2,3,7,8,9,11,12,13,14
System, it is characterised in that: described packing material is produced by foam-in-place casting equipment.
The construction method of 16. 1 kinds of overall after casting type industrialized building systems, it is characterised in that comprise the steps of:
S001, builds the structural framework of building；
S002, use plate system is by complete for described structural framework airtight parcel, and forms a through cavity of entirety；
S003, arranges some sprue gates on described cavity；
S004, by described sprue gate toward Backup Materials uniform in described cavity.
The construction method of 17. a kind of overall after casting type industrialized building systems as claimed in claim 16, it is characterised in that: institute
State the gap being reserved with 10-50mm between plate system and described structural framework.
The construction method of 18. a kind of overall after casting type industrialized building systems as claimed in claim 16, it is characterised in that: institute
Stating packing material is the composite foamed mixed earth of polystyrene, it is characterised in that its proportioning (number scale by weight) is as follows: 5-8 gathers
Styrene pellets, 200-300 portland cement or sulphate aluminium cement, 100-200 water, 10-30 foaming agent and foam stabilizer, 15-
20 hydrophober.
The construction method of 19. a kind of overall after casting type industrialized building systems as claimed in claim 16, it is characterised in that: institute
Stating packing material is glass bead polyurathamc, it is characterised in that its proportioning (by volume number note) is as follows: 60-80 particle diameter
The nanometer micropore glass bead of 1-3mm, 20-40 polyurathamc.
20. 1 kinds of packing materials for overall after casting type industrialized building system, it is the composite foamed mixed earth of polystyrene,
It is characterized in that, its proportioning (number scale by weight) is as follows: 5-8 granules of polystyrene, 200-300 portland cement or sulfur aluminic acid
Salt cement, 100-200 water, 10-30 foaming agent and foam stabilizer, 15-20 hydrophober.
21. 1 kinds of packing materials for overall after casting type industrialized building system, it is glass bead polyurathamc, and it is special
Levying and be, its proportioning (by volume number note) is as follows: the nanometer micropore glass bead of 60-80 particle diameter 1-3mm, 20-40 foaming is poly-
Urethane.
22. 1 kinds of pouring procedures for the packing material of overall after casting type industrialized building system, described building system includes
One structural framework, one it is wrapped in the plate system inside and outside described structural framework, described plate system mutual airtight formation
Cavity that entirety is mutually communicated, the packing material being cast in described cavity, described packing material includes that nanometer micropore vitreous is micro-
Pearl and polyurathamc, it is characterised in that its pouring procedure is as follows:
Described micropore glass bead during wind is fed into described cavity with the described polyurathamc raw material phase of mist
Mixing, be uniformly filled in described cavity after polyurethane foam, by fully wrapped around with described structural framework for described glass bead, and with institute
State plate system and be bonded as one.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610405045 | 2016-06-08 | ||
| CN2016104050456 | 2016-06-08 |
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| Publication Number | Publication Date |
|---|---|
| CN106320514A true CN106320514A (en) | 2017-01-11 |
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|---|---|---|---|
| CN201610876790.9A Pending CN106320514A (en) | 2016-06-08 | 2016-09-30 | Overall post-pouring type industrial building system and construction method thereof |
| CN201610876804.7A Pending CN106480980A (en) | 2016-06-08 | 2016-09-30 | One kind is whole to pour formula peripheral structure and construction method |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610876804.7A Pending CN106480980A (en) | 2016-06-08 | 2016-09-30 | One kind is whole to pour formula peripheral structure and construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217743A (en) * | 2017-06-26 | 2017-09-29 | 蓝海永乐（江苏）新材料有限公司 | A kind of easy to install, stable type assembled section bar building structure |
| CN108487452A (en) * | 2018-06-11 | 2018-09-04 | 江海红 | A kind of energy saving building system carrying out insulation using porous silicic acid salt material |
| CN112727075A (en) * | 2020-12-29 | 2021-04-30 | 浙江恒鸿建设有限公司 | Integrated pouring structure of inclined roof and flat roof and construction method |
| CN116927384A (en) * | 2023-09-18 | 2023-10-24 | 山东龙新建材有限公司 | House with double-sided prefabricated net rack wallboard and installation method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB201718001D0 (en) * | 2017-10-31 | 2017-12-13 | Kleg Holdings Ltd | Building system |
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| CN102518220A (en) * | 2011-12-31 | 2012-06-27 | 北京国泰瑞华精藻硅特种材料有限公司 | Construction method for heat-insulating wall body of building |
| CN104863291A (en) * | 2015-06-19 | 2015-08-26 | 四川九鼎智远知识产权运营有限公司 | Manufacturing method for light weight wall |
| CN105297886A (en) * | 2014-07-10 | 2016-02-03 | 广东合力建造科技有限公司 | Lightweight steel structure building frame system |
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| CN102518220A (en) * | 2011-12-31 | 2012-06-27 | 北京国泰瑞华精藻硅特种材料有限公司 | Construction method for heat-insulating wall body of building |
| CN105297886A (en) * | 2014-07-10 | 2016-02-03 | 广东合力建造科技有限公司 | Lightweight steel structure building frame system |
| CN104863291A (en) * | 2015-06-19 | 2015-08-26 | 四川九鼎智远知识产权运营有限公司 | Manufacturing method for light weight wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217743A (en) * | 2017-06-26 | 2017-09-29 | 蓝海永乐（江苏）新材料有限公司 | A kind of easy to install, stable type assembled section bar building structure |
| CN108487452A (en) * | 2018-06-11 | 2018-09-04 | 江海红 | A kind of energy saving building system carrying out insulation using porous silicic acid salt material |
| CN108487452B (en) * | 2018-06-11 | 2024-04-19 | 南京依科国特新材料科技有限公司 | Energy-saving building system for heat preservation and heat insulation by using porous silicate material |
| CN112727075A (en) * | 2020-12-29 | 2021-04-30 | 浙江恒鸿建设有限公司 | Integrated pouring structure of inclined roof and flat roof and construction method |
| CN116927384A (en) * | 2023-09-18 | 2023-10-24 | 山东龙新建材有限公司 | House with double-sided prefabricated net rack wallboard and installation method |
| CN116927384B (en) * | 2023-09-18 | 2023-12-05 | 山东龙新建材有限公司 | House with double-sided prefabricated net rack wallboard and installation method |
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|---|---|
| CN106480980A (en) | 2017-03-08 |
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Application publication date: 20170111 |