CN110130527A - Modular assembly formula composite wall, assembled arthitecutral structure system and construction method - Google Patents
Modular assembly formula composite wall, assembled arthitecutral structure system and construction method Download PDFInfo
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- CN110130527A CN110130527A CN201910469203.8A CN201910469203A CN110130527A CN 110130527 A CN110130527 A CN 110130527A CN 201910469203 A CN201910469203 A CN 201910469203A CN 110130527 A CN110130527 A CN 110130527A
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- 239000002131 composite material Substances 0.000 title claims abstract description 228
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 239000004567 concrete Substances 0.000 claims description 53
- 238000009413 insulation Methods 0.000 claims description 19
- 230000013011 mating Effects 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000005266 casting Methods 0.000 claims description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 238000009435 building construction Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000013461 design Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 150000001875 compounds Chemical class 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000010923 batch production Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- -1 electricity Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The present invention provides a kind of modular assembly formula composite walls, belong to technical field of buildings, including wallboard, two cylinders, the first beam body and the second beam body, and the second beam body, the first beam body and two cylinders surround the frame for being embedded in wallboard；The first connector for connecting with another modular assembly formula composite wall is provided on the lateral surface of cylinder；First connector includes two the first cold-rolled forming sections being disposed opposite to each other that are open, first cold-rolled forming section is clod wash C-type steel or clod wash U-shaped steel, has the gap for the side plate that can accommodate the first cold-rolled forming section that two are respectively perpendicular to first connector between two the first cold-rolled forming sections；Steel pipe is equipped on the outside of first beam body and the second beam body, for connecting with other components.The present invention also provides a kind of assembled arthitecutral structure system and construction methods.Modular assembly formula composite wall, assembled arthitecutral structure system and construction method provided by the invention have the characteristics that modularization, standardization level are high and connection type is easy.
Description
Technical field
The invention belongs to technical field of buildings, are to be related to a kind of modular assembly formula composite wall, assembled more specifically
Architectural structure system and construction method.
Background technique
Fabricated construction is the concrete structure being formed by connecting as main bearing member through assembling using prefabricated components.Assembly
Formula reinforced concrete structure is one of the important directions of China's building structure development, it is conducive to the hair of China's building industrialization
Exhibition, raising production efficiency is energy saving, develops Green environmental-protection building, and is conducive to improve and guarantee construction engineering quality.With
Cast-in-situ construction method is compared, and fabricated construction is conducive to green construction, because fabricated construction can more meet the section of green construction
Ground, energy conservation, section material, water-saving and environmental protection etc. require, and reduce the negative effect to environment, including reduce noise, prevent fugitive dust,
It reduces environmental pollution, cleans transport, reduce place interference, save resources and the energy such as water, electricity, material, it then follows sustainable development
Principle.
But majority reinforced concrete structure is still based on cast in situs now, and labor intensity is high, great in constructing amount, situ wet
Operation is more, and construction period is longer.Precast reinforced concrete structure was quickly grown in recent years, was generally carried out using reinforcing bar adjacent pre-
Connection between component processed, the modularization and standardization level of prefabricated components are low, and connection type is complicated between prefabricated components.
Summary of the invention
The purpose of the present invention is to provide a kind of modular assembly formula composite wall, assembled arthitecutral structure system and construction parties
Method, it is intended to which the modularization and standardization level for solving prefabricated components in current assembled architecture are low, connection side between prefabricated components
The technical problem of formula complexity.
To achieve the above object, the technical solution adopted by the present invention is that: a kind of modular assembly formula composite wall is provided, wrap
It includes: wallboard；
Cylinder, if there are two, two cylinders are parallel to each other and are located at the two sides of the wallboard；
First beam body, both ends are connect with the top of two cylinders respectively；And
Second beam body, both ends are connect with the lower part of two cylinders respectively；Second beam body, first beam body and
Two cylinders surround the frame for being embedded in the wallboard；
First for connecting with another modular assembly formula composite wall is provided on the lateral surface of the cylinder to connect
Fitting；First connector includes two the first cold-rolled forming sections being disposed opposite to each other that are open, and first cold-rolled forming section is clod wash C
The opening direction of fashioned iron or clod wash U-shaped steel, each first cold-rolled forming section is parallel with the normal direction of the frame respectively, and two
Two first clod washes for being respectively perpendicular to first connector can be accommodated by having between first cold-rolled forming section
The gap of the side plate of fashioned iron.
Further, the wallboard includes that the insulation board being embedded in the frame and two set up separately in the insulation board two
The concrete slab of side, two concrete slabs are bolted.
Further, supporting element or corrugated sheet steel are provided in the insulation board；It is respectively set in each concrete slab
There is reinforcing bar, the end of the reinforcing bar extends to outside the concrete slab.
Further, first beam body includes more than four the second cold-rolled forming sections of even number, the second clod wash type
Steel is clod wash C-type steel or clod wash U-shaped steel, and both ends are connect with the corresponding cylinder respectively；
The opening of second cold-rolled forming section described in two of them is oppositely arranged and the two is surrounded for accommodating remainder described second
The rectangular enclosure of cold-rolled forming section, remaining second cold-rolled forming section is open two-by-two to be disposed opposite to each other and web fits and is spliced at least
The short transverse of one I-shaped combination beam, each I-shaped combination beam is parallel with the length direction of the cylinder；
When the quantity of the I-shaped combination beam is one, the I-shaped combination beam is matched with the rectangular enclosure grafting
It closes, and is spliced into combination beam with two second cold-rolled forming sections for surrounding the rectangular enclosure；
When the quantity of the I-shaped combination beam is more than two, more than two I-shaped combination beams are successively along institute
The length direction for stating cylinder, which is stacked, is spliced into I-beam group, and the I-beam group and the rectangular enclosure are mating, and
Combination beam is spliced into two second cold-rolled forming sections for surrounding the rectangular enclosure.
Further, second beam body is that an opening is U-shaped towards the clod wash C-type steel of first beam body or clod wash
Steel, the both ends of second beam body are welded with two cylinders respectively；
The both ends of each second cold-rolled forming section pass through angular steel respectively in first beam body and the corresponding cylinder connects
It connects, a side plate of the angular steel and corresponding second cold-rolled forming section weld, another side plate passes through bolt and corresponding institute
State cylinder connection.
Further, the axis steel parallel and opening up with the cylinder length direction is provided in first beam body
Pipe；Another modular assembly for being provided with and being located at below the modular assembly formula composite wall in second beam body
The mating casing of the steel pipe on formula composite wall.
Further, each cylinder is respectively the clod wash C-type steel or clod wash U-shaped steel for being open and deviating from the wallboard, each institute
Two first cold-rolled forming sections stating cylinder and connecting with cylinder described in this have been respectively enclosed to two openings outwardly and opening side
To the cavity vertical with the wallboard；
When the connection of orthogonal two modular assembly formula composite walls, a modular assembly formula is compound
First cold-rolled forming section of one of wall can be inserted in the corresponding cavity of another modular assembly formula composite wall
It is interior；
When the two modular assembly formula composite walls connection being oppositely arranged, set up separately in two modular assemblies
Two first connectors on formula composite wall, which are bonded to each other, is combined into "-" type assembly.
Further, pin is provided on the outer wall of the cylinder and/or first cold-rolled forming section.
The beneficial effect of modular assembly formula composite wall provided by the invention is: compared with prior art, mould of the present invention
Block assembled composite wall is provided with the first connector for connecting with adjacent composite wall on the cylinder of composite wall, it is adjacent at least
The cylinder of two composite walls can be combined into "-" type, L-type, T-type or cross combination by the first connector group on each cylinder
Column, and then realize the combination of corresponding composite wall.When designing the building body of different size, for different height, different purposes and not
With the building demand of load, the composite wall using different number or different size assembles, and realizes the standardization of building body
Assembly, and since each composite wall structure for constituting building body is identical, the modularized design of composite wall is realized, convenient for composite wall
Standardization and batch production, improve the throughput rate of composite wall and the built speed of building body.In addition, between adjacent composite wall
Connecting node using the first connector splicing after-pouring concrete method, the connection type of adjacent composite wall is simple, construction
It is convenient to operate, and situ wet operation is few.
The present invention also provides a kind of assembled arthitecutral structure systems, including being sequentially connected along the length direction of the cylinder
At least two modular assembly formula composite walls, the column of two be disposed adjacent the modular assembly formula composite wall
By both ends, second connector mating with the cavity on the corresponding cylinder is connect body respectively.
The beneficial effect of assembled arthitecutral structure system provided by the invention is: compared with prior art, present invention dress
With formula architectural structure system use above-mentioned modular assembly formula composite wall, on the cylinder of composite wall be provided with it is adjacent compound
First connector of wall connection, the cylinder of at least two adjacent composite walls can be combined by the first connector on each cylinder
For "-" type, L-type, T-type or cross coupled column, and then realize the combination of corresponding composite wall.Design the building body of different size
When, for different height, the building demand of different purposes and different loads, using the composite wall group of different number or different size
It fills, realizes the standard assemblied of building body, and since each composite wall structure for constituting building body is identical, realize compound
The modularized design of wall improves the throughput rate and building body of composite wall convenient for the standardization and batch production of composite wall
Built speed.Wherein, the connecting node between adjacent composite wall is applied using the method for the first connector splicing after-pouring concrete
Work is easy to operate, and situ wet operation is few.
The present invention also provides a kind of construction methods of assembled arthitecutral structure system, comprising the following steps:
I) the modular assembly formula composite wall is transported to scene；
II) base's building construction: needed according to building by the cylinder of the corresponding modular assembly formula composite wall
Horizontal splicing is carried out, realizes the split of the corresponding modular assembly formula composite wall same layer connecting node, completes base's building；
III) superstructure construction: first the module that the insertion of one end of second connector is located at lower layer is disguised
In the cavity with formula composite wall, then to be located at lower layer the modular assembly formula composite wall the cavity in pour it is mixed
Solidifying soil will be located at the modular assembly formula composite wall on upper layer until the top surface of concrete is flushed with the top surface of cylinder later
Installation to being located above the modular assembly formula composite wall of lower layer so that the other end of second connector with positioned at upper
The cavity of the modular assembly formula composite wall of layer is mating, then to modular assembly formula composite wall described in upper and lower level
Between gap in and the casting concrete in the cavity of the modular assembly formula composite wall on upper layer, complete it is adjacent
Connection between modular assembly formula composite wall described in upper and lower level repeats the above steps and completes the layer-by-layer construction of whole building.
The beneficial effect of the construction method of assembled arthitecutral structure system provided by the invention is: with prior art phase
Than it is compound that each wallboard needed for the construction method of assembled arthitecutral structure system of the present invention is built is all made of above-mentioned modular assembly formula
Wall is provided with the first connector connecting with adjacent composite wall on the cylinder of composite wall, at least two adjacent composite walls
Cylinder can be combined into "-" type, L-type, T-type or cross coupled column by the first connector group on each cylinder, and then realize phase
Answer the combination of composite wall.When designing the building body of different size, needed for the building of different height, different purposes and different loads
It asks, the composite wall using different number or different size assembles, and realizes the standard assemblied of building body, and due to constituting
Each composite wall structure of building body is identical, realizes the modularized design of composite wall, raw convenient for the standardization and batch of composite wall
It produces, improves the throughput rate of composite wall and the built speed of building body.Wherein, the connecting node between adjacent composite wall uses
First connector splices the method for after-pouring concrete, and constructing operation is easy, and situ wet operation is few.
In addition, within the same floor using on each composite wall cylinder and the first connector be attached, if two or
The case where when dry composite wall intersection has: "-" type intersection, L-type intersection, T-type intersection and cross intersection, each composite wall are mutual
Split realizes connection by respective sets zygostyle, then the inner space casting concrete of coupled column is tamped, and concrete wraps
Entire coupled column.
Detailed description of the invention
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to embodiment or description of the prior art
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only of the invention some
Embodiment for those of ordinary skill in the art without creative efforts, can also be attached according to these
Figure obtains other attached drawings.
Fig. 1 is the structural schematic diagram of modular assembly formula composite wall provided in an embodiment of the present invention；
Fig. 2 is the splicing construction of corresponding first connector in same floor "-" type faced wall used by the embodiment of the present invention
Schematic diagram；
Fig. 3 is that the splicing construction of corresponding first connector in same floor L-type faced wall used by the embodiment of the present invention shows
It is intended to；
Fig. 4 is that the splicing construction of corresponding first connector in same floor T-type faced wall used by the embodiment of the present invention shows
It is intended to；
Fig. 5 is the splicing construction of corresponding first connector in the same cross faced wall of floor used by the embodiment of the present invention
Schematic diagram；
Fig. 6 is the vertical cross section structural schematic diagram for the plain edition wallboard that one embodiment of the invention provides；
Fig. 7 is the vertical cross section structural schematic diagram for the reinforced wallboard of steel plate that further embodiment of this invention provides；
Fig. 8 is each layer structure distribution situation schematic diagram of support reinforcing type wallboard used by the embodiment of the present invention；
Fig. 9 is the stereochemical structure signal of combination beam used by the embodiment of the present invention and cylinder connecting node assembling sequence
Figure；
Figure 10 is the structural schematic diagram of assembled arthitecutral structure system provided in an embodiment of the present invention；
Figure 11 is the structural representation of upper and lower level cylinder connection in assembled arthitecutral structure system provided in an embodiment of the present invention
Figure.
In figure: 10, wallboard；11, insulation board；12, concrete slab；13, bolt；14, reinforcing bar；15, supporting element；16, waveform
Steel plate；20, the first beam body；21, the second cold-rolled forming section；22, the second beam body；30, cylinder；40, the first connector；41, first is cold
Curved steel；50, angular steel；60, steel pipe；70, casing；80, pin；90, the second connector.
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
Also referring to Fig. 1 to Fig. 6, now modular assembly formula composite wall provided in an embodiment of the present invention is illustrated.
The modular assembly formula composite wall, including wallboard 10, the first beam body 20, the second beam body 22 and cylinder 30.Cylinder 30 is equipped with two
A, two cylinders 30 are parallel to each other and are located at the two sides of wallboard 10.The both ends of first beam body 20 respectively with two cylinders 30
Top connection.The both ends of second beam body 22 are connect with the lower part of two cylinders 30 respectively.Second beam body 22,20 and of the first beam body
Two cylinders 30 surround the frame for being embedded in wallboard 10.
The first connector 40 for connecting with another modular assembly formula composite wall is provided on the lateral surface of cylinder 30；
First connector 40 includes two the first cold-rolled forming sections 41 for being disposed opposite to each other of being open, the first cold-rolled forming section 41 be clod wash C-type steel or
The opening direction of clod wash U-shaped steel, each first cold-rolled forming section 41 is parallel with the normal direction of frame respectively, two the first cold-rolled forming sections
There is the gap for the side plate that can accommodate the first cold-rolled forming section 41 that two are respectively perpendicular to first connector 40 between 41.
Cylinder 30 positioned at same floor and at least two adjacent modular assembly formula composite walls can be by corresponding
First connector 40 is spliced into a coupled column, and coupled column is "-" type, L-type, T-type or cross assembly.Corresponding module
Assembled composite wall can connect into "-" type, L-type, T-type or cross faced wall by said combination column.The wallboard of different layers
10 can be attached by corresponding cylinder 30 and the first beam body 20 or the second beam body 22, connection type can by splicing,
Concreting etc..
It should be noted that for ease of description, modular assembly formula composite wall is referred to as composite wall by lower part description,
I.e. hereinafter " modular assembly formula composite wall " and " composite wall " are modular assembly formula composite wall.
As shown in Fig. 2, when construct "-" type wall body node when, choose two composite walls, above-mentioned two composite wall is opposite
Setting adjusts the relative position of the two, so that the opposite face of corresponding first connector 40 fits on two composite walls, splicing
At "-" type coupled column, the backward inside and outside casting concrete of coupled column, realize the connection of above-mentioned two composite wall, complete a word
The building of type faced wall.
As shown in figure 3, when construct L-type wall body node when, choose two composite walls, two composite walls be disposed vertically, adjust
Both whole relative position, so that two neighboring first cold-rolled forming section 41 is spliced into L-type coupled column in two composite walls, it is backward
The inside and outside casting concrete of coupled column realizes the connection of above-mentioned two composite wall, completes the building of L-type faced wall.
As shown in figure 4, when construct T-type wall body node when, choose three composite walls, put two of them composite wall is opposite
It sets, the relatively above-mentioned two composite wall of another composite wall (for ease of description, hereinafter referred to as third composite wall) is disposed vertically and is arranged
In the junction of two composite walls, the relative position of three composite walls is adjusted, so that the first clod wash of two in third composite wall
Fashioned iron 41 is spliced into L-type with the first cold-rolled forming section 41 in another two composite wall close to third composite wall respectively, so that three
The first connector 40 on a composite wall is spliced into T-type coupled column, the backward inside and outside casting concrete of coupled column, realize it is above-mentioned
The building of T-type faced wall is completed in the connection of three composite walls.
As shown in figure 5, when construct cross wall body node when, choose four composite walls, be oppositely arranged two-by-two, each composite wall
On the first connector 40 respectively and perpendicular on the composite wall the first connector 40 splice, be finally combined into cross combination
Column, the backward inside and outside casting concrete of coupled column, realize the connection of aforementioned four composite wall, complete building for cross faced wall
It builds.
Modular assembly formula composite wall provided in an embodiment of the present invention, compared with prior art, in the cylinder 30 of composite wall
Upper to be provided with the first connector 40 connecting with adjacent composite wall, the cylinder 30 of at least two adjacent composite walls can be by each
40 groups of the first connector on cylinder 30 is combined into "-" type, L-type, T-type or cross coupled column, and then realizes corresponding composite wall
Combination.When designing the building body of different size, for different height, the building demand of different purposes and different loads, using not
Composite wall with quantity or different size assembles, and realizes the standard assemblied of building body, and due to constituting building body
Each composite wall structure is identical, realizes the modularized design of composite wall, convenient for the standardization and batch production of composite wall, improves
The throughput rate of composite wall and the built speed of building body.In addition, the connecting node between adjacent composite wall is using the first connection
Part 40 splices the method for after-pouring concrete, and the connection type of adjacent composite wall is simple, and constructing operation is convenient, situ wet operation
It is few.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 2 to Fig. 8 is please referred to,
Wallboard 10 includes the insulation board 11 and two concrete slabs 12 set up separately in 11 two sides of insulation board being embedded in frame, two coagulations
Native plate 12 is connected by bolt 13.
The setting of insulation board 11 effectively reduces the overall weight of wallboard 10, and polystyrene or poly- ammonia can be used in insulation board 11
Ester is made, and can effectively improve the functions such as heat preservation, the heat-insulated, sound insulation of wallboard 10, and using 11 ring of insulation board made of this kind of material
It protects energy-saving efficiency height and comfort is good, it can also be as needed using insulation board 11 made of other materials.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 2 to Fig. 8 is please referred to,
Supporting element 15 or corrugated sheet steel 16 are provided in insulation board 11；Reinforcing bar 14 is respectively arranged in each concrete slab 12, reinforcing bar 14
End extends to outside concrete slab 12.
Wallboard 10 provided by the invention includes plain edition wallboard, support reinforcing type wallboard and the reinforced wallboard of steel plate, commonly
Supporting element 15 or corrugated sheet steel 16 are not added in the insulation board 11 of type wallboard, there is support in the insulation board 11 of support reinforcing type wallboard
Part 15, the insulation board 11 of the reinforced wallboard of steel plate is interior to have corrugated sheet steel 16.The lateral resistance behavior of three successively enhances, when use
Can be selected according to actual use demand different types of wallboard 10 carry out using.
When connecting adjacent at least two composite wall, need to by the first connector 40 in each composite wall in corresponding composite wall
First connector 40 fits, and also needs to overlap the reinforcing bar 14 in each composite wall, later again to coupled column it is inside and outside pour it is mixed
Solidifying soil, so that reinforcing bar 14 is anchored in the concrete outside cylinder 30, realizes the connection between two neighboring composite wall.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, please refer to Fig. 1, Fig. 6 and
Fig. 7, the first beam body 20 include more than four the second cold-rolled forming sections of even number 21, the second cold-rolled forming section 21 be clod wash C-type steel or
Clod wash U-shaped steel, both ends are connect with corresponding cylinder 30 respectively.The opening of the second cold-rolled forming section of two of them 21 is oppositely arranged and the two
Surround the rectangular enclosure for accommodating remaining second cold-rolled forming section 21, remaining second cold-rolled forming section 21 be open two-by-two be disposed opposite to each other and
Web, which fits, is spliced at least one I-shaped combination beam, the short transverse of each I-shaped combination beam and the length side of cylinder 30
To parallel.
When the quantity of I-shaped combination beam be one when, I-shaped combination beam and rectangular enclosure are mating, and with surround
Two the second cold-rolled forming sections 21 of rectangular enclosure are spliced into combination beam.When the quantity of I-shaped combination beam is more than two, two
A above I-shaped combination beam, which is successively stacked along the length direction of cylinder 30, is spliced into I-beam group, I-beam group and rectangle
Cavity is mating, and is spliced into combination beam with two the second cold-rolled forming sections 21 for surrounding rectangular enclosure.
The combination beam that first beam body 20 is spliced into using four or more the second cold-rolled forming sections of even number 21 effectively increases the
The intensity of one beam body 20 ensure that the integrally-built stability of composite wall.
Specifically, when the number of the second cold-rolled forming section 21 is six, wherein four the second cold-rolled forming sections 21 each I-shaped group
The web for closing beam is parallel with the length direction of cylinder 30, and two I-shaped combination beams are stacked along the length direction of cylinder 30
It is spliced into I-beam group；The opening of the second cold-rolled forming section of another two 21 is oppositely arranged and the two is surrounded for accommodating I-beam group
Rectangular enclosure；Six the second cold-rolled forming sections 21 are spliced into a combination beam.
Cold formed steel structure because of its construction flexibly, section form multiplicity, the smaller, good seismic performance etc. of being self-possessed it is many
Advantage and be widely used, but since wall thickness is relatively thin, stability is poor, is generally applied in low-rise building more.First beam body 20
Using combination beam form, light gauge cold-formed steel shape is efficiently solved since wall thickness is relatively thin, the poor problem of stability makes it not only may be used
For in low-rise building, it may also be used in skyscraper.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 6 and Fig. 7 is please referred to,
Second beam body 22 is clod wash C-type steel or clod wash U-shaped steel of the opening towards the first beam body 20, the both ends difference of the second beam body 22
It is welded with two cylinders 30.The both ends of each second cold-rolled forming section 21 pass through angular steel 50 and corresponding cylinder respectively in first beam body 20
30 connect, and a side plate and corresponding second cold-rolled forming section 21 for angular steel 50 welds, another side plate is by bolt 13 and accordingly
Cylinder 30 connects.
First beam body 20 uses combination beam, and the second beam body 22 is using the clod wash C-type steel or cold being open towards the first beam body 20
Curved U-shaped steel effectively reduces whole composite wall material requested quantity, reduces the cost of production composite wall.Again due to the first beam
The both ends of each second cold-rolled forming section 21 in body 20 are connect by angular steel 50 with corresponding cylinder 30, so that frame shape is assembling
After good will not deformation occurs, and then ensure the stability of wallboard 10 Yu frame connection relationship.Angular steel 50 by bolt 13 with
Corresponding cylinder 30 connects, and adjusts the first beam body 20 and 30 link position of cylinder as needed convenient for user, and then realize different height
By frame when spending the assembling of frame, and being damaged or need replacing wallboard 10 convenient for some first beam body 20 in frame or cylinder 30
Frame is split.
When assembling composite wall, two cylinders 30, the first beam body 20 and the second beam body 22 are first pieced together into frame.Using support
When reinforced wallboard and the reinforced wallboard of steel plate, also need in supporting element 15 or the installation to frame of corrugated sheet steel 16, so that support
The top of part 15 or corrugated sheet steel 16 is connect with the first beam body 20, and bottom is connect with the second beam body 22.Again by two concrete slabs
12 are placed individually into the two sides of frame, and are connected two concrete slabs 12 by bolt 13, finally to two concrete
Foamed material is squeezed between plate 12, foam material pending condenses the insulation board 11 to be formed and be stacked with two concrete slabs 12.
When combination beam is installed, each second clod wash type is adjusted according to the positional relationship of the second cold-rolled forming section 21 each in combination beam
The position of the second cold-rolled forming section 21 each in combination beam is fixed by tapping screw later for the position of steel 21, and then is realized
The assembling of combination beam.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 1 and Fig. 8 is please referred to,
The axis steel pipe 60 parallel and opening up with 30 length direction of cylinder is provided in first beam body 20；It is arranged in second beam body 22
Have mating with the steel pipe 60 on another modular assembly formula composite wall below the modular assembly formula composite wall
Casing 70.
When assembling upper and lower level composite wall, the insertion of steel pipe 60 for the composite wall bottom being located above is located below compound wall top
In the casing 70 in portion, or the casing 70 for the composite wall bottom being located above is set in the steel pipe being located below at the top of composite wall
Outside 60, to realize the fixation of two composite wall relative positions up and down, later to pouring at the gap between upper and lower two composite walls
Concrete is built, realizes the connection of two composite walls up and down.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 2 to Fig. 5 is please referred to,
Cylinder 30 is the clod wash C-type steel or clod wash U-shaped steel that opening deviates from wallboard 10, and each cylinder 30 and connect with the cylinder 30 two the
The cavity that one cold-rolled forming section 41 has been respectively enclosed to two openings outwardly and opening direction is vertical with wallboard 10.
When the connection of orthogonal two modular assemblies formula composite wall, one of a modular assembly formula composite wall
First cold-rolled forming section 41 can be inserted in the respective cavities of another modular assembly formula composite wall.
When the two modular assembly formula composite walls connection being oppositely arranged, set up separately in two modular assembly formula composite walls
On two the first connectors 40 be bonded to each other and be combined into "-" type assembly.
When upper and lower level composite wall connects, the corresponding beam bodies of two composite walls can by above-mentioned steel pipe 60 and casing 70 or other
Connector is attached, and the cylinder 30 of two composite walls can be then attached by the second connector 90 plugged in cavity.
When upper and lower level composite wall connects, one end of the second connector 90 that first will be mating with cavity is plugged in place
In in the cavity of 30 upper end of cylinder of the composite wall of lower section, so that the other end of the second connector 90, which is higher than, is located below composite wall
The top of cylinder 30, backward underlying composite wall cylinder 30 cavity in casting concrete so that the top of concrete
Face is flushed with the top surface of cylinder 30, realizes the fixation of the second connector 90 and underlying composite wall relative position.Pacify later
The composite wall being located above is filled, so that the other end insertion of the second connector 90 is located above the cavity of the cylinder 30 of composite wall
It is interior, it realizes the preliminary connection of two composite wall cylinders 30, to gap between upper and lower two composite walls and is located above later
Casting concrete in the cavity of composite wall realizes the connection of two composite walls up and down.
As a kind of specific embodiment of modular assembly formula composite wall provided by the invention, Fig. 2 to Fig. 5 is please referred to,
Pin 80 is provided on the outer wall of cylinder 30 and/or the first cold-rolled forming section 41.
The setting of pin 80 so that there is certain mechanical snap power between cylinder 30 and concrete, not only concrete with
Bonding force between cylinder 30, and then effectively increase the integrally-built stability of building body.
The present invention also provides a kind of assembled arthitecutral structure systems.Please refer to Figure 10 and Figure 11, the assembled architecture knot
Structure system includes the sequentially connected at least two modular assemblies formula composite wall of length direction along cylinder 30, two be disposed adjacent
The cylinder 30 of a modular assembly formula composite wall by both ends respectively with the cavity on corresponding cylinder 30 it is mating second connect
Fitting 90 connects.
When upper and lower level composite wall connects, first by the upper of the cylinder 30 of the second connector 90 installation to underlying composite wall
End, so that the top of the second connector 90, which is higher than, is located below the top of composite wall cylinder 30, to underlying composite wall
Cylinder 30 cavity in casting concrete realize the second connector so that the top surface of concrete is flushed with the top surface of cylinder 30
90 with the fixation of the relative position of the cylinder 30 of underlying composite wall, the composite wall of top is positioned at later, so that the
The other end insertion of two connectors 90 is located above in the cavity of cylinder 30 of composite wall, realizes the first of two composite wall cylinders 30
Step connection, the casting concrete into the cavity in gap and the composite wall being located above between upper and lower two composite walls, real later
The now connection of two composite walls up and down.
Assembled arthitecutral structure system provided in an embodiment of the present invention uses above-mentioned modular assembly formula composite wall,
The first connector 40 connecting with adjacent composite wall, the column of at least two adjacent composite walls are provided on the cylinder 30 of composite wall
Body 30 can be combined into "-" type, L-type, T-type or cross coupled column, Jin Ershi by 40 groups of the first connector on each cylinder 30
The now combination of corresponding composite wall.When designing the building body of different size, for building for different height, different purposes and different loads
Demand is built, the composite wall using different number or different size assembles, realize the standard assemblied of building body, and due to
Constitute building body each composite wall structure it is identical, realize the modularized design of composite wall, convenient for composite wall standardization and batch
Amount production, improves the throughput rate of composite wall and the built speed of building body.Wherein, the connecting node between adjacent composite wall
Using the method for the first connector 40 splicing after-pouring concrete, constructing operation is easy, and situ wet operation is few.
The second connector 90 is to be bent to U-shaped or oblong reinforcing bar in the present embodiment, effectively increases the second connector
90 anchorage length ensure that the intensity at two neighboring 30 connecting node of cylinder, ensure that two be vertically connected with again
Close the stability of wall connection relationship.
The present invention also provides a kind of construction methods of assembled arthitecutral structure system.Figure 11 is please referred to, the assembled is built
The construction method of building structure system, comprising the following steps:
I) modular assembly formula composite wall is transported to scene；
II) base's building construction: needed the cylinder 30 of corresponding module assembled composite wall carrying out water according to building
Flat splicing, realizes the split of corresponding module assembled composite wall same layer connecting node, completes base's building；
III) superstructure construction: first the modular assembly formula that the insertion of one end of the second connector 90 is located at lower layer is answered
In the cavity for closing wall, then the casting concrete into the cavity for the modular assembly formula composite wall for being located at lower layer, until concrete
Top surface is flushed with the top surface of cylinder 30, later installs the modular assembly formula composite wall for being located at upper layer to the module for being located at lower layer
Change above assembled composite wall, so that the sky of the other end of the second connector 90 and the modular assembly formula composite wall for being located at upper layer
Chamber is mating, then the modular assembly formula in the gap between upward lower module assembled composite wall and positioned at upper layer is multiple
Casting concrete in the cavity of wall is closed, the connection between adjacent upper and lower level modular assembly formula composite wall is completed, repeats above-mentioned step
The rapid layer-by-layer construction for completing whole building.
The construction method of assembled arthitecutral structure system provided in an embodiment of the present invention builds institute compared with prior art
It needs each wallboard 10 to be all made of above-mentioned modular assembly formula composite wall, is provided on the cylinder 30 of composite wall and connects with adjacent composite wall
The cylinder 30 of the first connector 40 connect, at least two adjacent composite walls can pass through the first connector 40 on each cylinder 30
Group is combined into "-" type, L-type, T-type or cross coupled column, and then realizes the combination of corresponding composite wall.Design different size is built
When building body, for different height, the building demand of different purposes and different loads, using the compound of different number or different size
Wall assembles, and realizes the standard assemblied of building body, and since each composite wall structure for constituting building body is identical, realizes
The modularized design of composite wall improves the throughput rate and building of composite wall convenient for the standardization and batch production of composite wall
The built speed of body.Wherein, the connecting node between adjacent composite wall is using the first connector 40 splicing after-pouring concrete
Method, constructing operation is easy, and situ wet operation is few.
In addition, cylinder 30 and the first connector 40 on each composite wall is used to be attached within same floor, two
Or the case where when the intersection of several composite walls, has: "-" type intersection, L-type intersection, T-type intersection and cross intersection, each composite wall
Mutual split realizes connection by respective sets zygostyle, then the inner space casting concrete of coupled column is tamped, and concrete packet
Wrap entire coupled column.
Specifically, the outer surface for the concrete being coated on outside coupled column is flushed with the outer surface of concrete, and it is coated on group
The reinforcing bar 14 being arranged in concrete slab 12 is extended to the part outside concrete and is arranged in cylinder 30 by the concrete outside zygostyle
Or the first cladding of pin 80 on cold-rolled forming section 41 is wherein.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (10)
1. modular assembly formula composite wall characterized by comprising
Wallboard；
Cylinder, if there are two, two cylinders are parallel to each other and are located at the two sides of the wallboard；
First beam body, both ends are connect with the top of two cylinders respectively；And
Second beam body, both ends are connect with the lower part of two cylinders respectively；Second beam body, first beam body and two
The cylinder surrounds the frame for being embedded in the wallboard；
The first connector for connecting with another modular assembly formula composite wall is provided on the lateral surface of the cylinder；
First connector includes two the first cold-rolled forming sections being disposed opposite to each other that are open, and first cold-rolled forming section is clod wash C-type steel
Or clod wash U-shaped steel, the opening direction of each first cold-rolled forming section is parallel with the normal direction of the frame respectively, described in two
Two first cold-rolled forming sections for being respectively perpendicular to first connector can be accommodated by having between first cold-rolled forming section
Side plate gap.
2. modular assembly formula composite wall as described in claim 1, it is characterised in that: the wallboard includes being embedded in the frame
Insulation board and two concrete slabs set up separately in the both sides of the insulation board in frame, two concrete slabs are connected by bolt
It connects.
3. modular assembly formula composite wall as claimed in claim 2, it is characterised in that: be provided with supporting element in the insulation board
Or corrugated sheet steel；Reinforcing bar is respectively arranged in each concrete slab, the end of the reinforcing bar extends to outside the concrete slab.
4. modular assembly formula composite wall as claimed in claim 3, it is characterised in that: first beam body includes four or more
The second cold-rolled forming section of even number, second cold-rolled forming section be clod wash C-type steel or clod wash U-shaped steel, both ends respectively with corresponding institute
State cylinder connection；
The opening of second cold-rolled forming section described in two of them is oppositely arranged and the two is surrounded for accommodating remaining second clod wash
The rectangular enclosure of fashioned iron, remaining second cold-rolled forming section is open two-by-two to be disposed opposite to each other and web fits and is spliced at least one
The short transverse of I-shaped combination beam, each I-shaped combination beam is parallel with the length direction of the cylinder；
When the quantity of the I-shaped combination beam is one, the I-shaped combination beam and the rectangular enclosure are mating,
And combination beam is spliced into two second cold-rolled forming sections for surrounding the rectangular enclosure；
When the quantity of the I-shaped combination beam is more than two, more than two I-shaped combination beams are successively along the column
The length direction of body, which is stacked, is spliced into I-beam group, and the I-beam group and the rectangular enclosure are mating, and with enclose
Combination beam is spliced at two second cold-rolled forming sections of the rectangular enclosure.
5. modular assembly formula composite wall as claimed in claim 4, it is characterised in that: second beam body is an opening court
To the clod wash C-type steel or clod wash U-shaped steel of first beam body, the both ends of second beam body are welded with two cylinders respectively
It connects；
The both ends of each second cold-rolled forming section pass through angular steel respectively and connect with the corresponding cylinder in first beam body, institute
The side plate and corresponding second cold-rolled forming section for stating angular steel weld, another side plate passes through bolt and the corresponding cylinder
Connection.
6. modular assembly formula composite wall as described in claim 1, it is characterised in that: be provided with axis in first beam body
The steel pipe parallel and opening up with the cylinder length direction；It is provided in second beam body and is located at the modularization
The mating casing of the steel pipe on another modular assembly formula composite wall below assembled composite wall.
7. modular assembly formula composite wall as claimed in any one of claims 1 to 6, it is characterised in that: each cylinder is respectively
Opening deviates from the clod wash C-type steel or clod wash U-shaped steel of the wallboard, described in each cylinder and connect with cylinder described in this two
The cavity that first cold-rolled forming section has been respectively enclosed to two openings outwardly and opening direction is vertical with the wallboard；
When the connection of orthogonal two modular assembly formula composite walls, modular assembly formula composite wall
One first cold-rolled forming section can be inserted in the corresponding cavity of another modular assembly formula composite wall；
When the two modular assembly formula composite walls connection being oppositely arranged, set up separately multiple in two modular assembly formulas
It closes two first connectors on wall and is bonded to each other and be combined into "-" type assembly.
8. modular assembly formula composite wall as claimed in claim 7, it is characterised in that: the cylinder and/or described first cold
Pin is provided on the outer wall of curved steel.
9. assembled arthitecutral structure system, it is characterised in that: including the length direction along the cylinder sequentially connected at least two
A claim 7 or 8 modular assembly formula composite wall, the institute of two be disposed adjacent the modular assembly formula composite wall
Stating cylinder, second connector mating with the cavity on the corresponding cylinder is connect respectively by both ends.
10. the construction method of assembled arthitecutral structure system described in claim 9, which comprises the following steps:
I) the modular assembly formula composite wall of claim 7 or 8 is transported to scene；
II) base's building construction: need to carry out the cylinder of the corresponding modular assembly formula composite wall according to building
The split of the corresponding modular assembly formula composite wall same layer connecting node is realized in level splicing, completes base's building；
III) superstructure construction: the insertion of one end of second connector is first located to the modular assembly formula of lower layer
In the cavity of composite wall, then to be located at lower layer the modular assembly formula composite wall the cavity in pour coagulation
Soil later pacifies the modular assembly formula composite wall for being located at upper layer until the top surface of concrete is flushed with the top surface of cylinder
Be filled to above the modular assembly formula composite wall positioned at lower layer so that the other end of second connector be located at upper layer
The modular assembly formula composite wall the cavity it is mating, then to modular assembly formula composite wall described in upper and lower level it
Between gap in and the casting concrete in the cavity of the modular assembly formula composite wall on upper layer, complete it is adjacent on
Connection between modular assembly formula composite wall described in lower layer repeats the above steps and completes the layer-by-layer construction of whole building.
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| CN110905117A (en) * | 2019-12-06 | 2020-03-24 | 山东平安建筑工业化科技有限公司 | Precast concrete wallboard |
| CN111310285A (en) * | 2020-01-23 | 2020-06-19 | 久瓴(上海)智能科技有限公司 | Beam-through node generation method and device, computer equipment and storage medium |
| CN111519825A (en) * | 2020-07-02 | 2020-08-11 | 中国船舶重工集团国际工程有限公司 | Prefabricated stiff concrete shear wall plate with U-shaped anchoring steel plates, assembled stiff concrete shear wall and manufacturing method |
| CN113266095A (en) * | 2021-05-17 | 2021-08-17 | 厦门尚匠住工建筑科技有限公司 | Steel building wall assembly structure |
| CN113737941A (en) * | 2021-09-24 | 2021-12-03 | 郑州宸博建筑科技有限公司 | Fabricated building with low energy consumption |
| CN113931296A (en) * | 2021-10-26 | 2022-01-14 | 郑州宸博建筑科技有限公司 | Assembled building and plug-in components for assembled building that power consumption is low |
| CN116180976A (en) * | 2023-04-25 | 2023-05-30 | 石家庄铁道大学 | Assembled building wall and construction method |
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| CN113737941A (en) * | 2021-09-24 | 2021-12-03 | 郑州宸博建筑科技有限公司 | Fabricated building with low energy consumption |
| CN113931296A (en) * | 2021-10-26 | 2022-01-14 | 郑州宸博建筑科技有限公司 | Assembled building and plug-in components for assembled building that power consumption is low |
| CN116180976A (en) * | 2023-04-25 | 2023-05-30 | 石家庄铁道大学 | Assembled building wall and construction method |
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