CN109629663A - A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization - Google Patents
A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization Download PDFInfo
- Publication number
- CN109629663A CN109629663A CN201811619439.7A CN201811619439A CN109629663A CN 109629663 A CN109629663 A CN 109629663A CN 201811619439 A CN201811619439 A CN 201811619439A CN 109629663 A CN109629663 A CN 109629663A
- Authority
- CN
- China
- Prior art keywords
- concrete
- precast concrete
- wall panel
- wall
- panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 75
- 238000002360 preparation method Methods 0.000 title abstract description 4
- 239000011178 precast concrete Substances 0.000 claims abstract description 111
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 238000005253 cladding Methods 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 11
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 2
- 239000010931 gold Substances 0.000 claims 2
- 229910052737 gold Inorganic materials 0.000 claims 2
- 239000002184 metal Substances 0.000 claims 1
- 229910052751 metal Inorganic materials 0.000 claims 1
- 238000012545 processing Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 44
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 244000261422 Lysimachia clethroides Species 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000011425 standardization method 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The embodiment of the invention discloses a kind of absolutely dry formula concrete house structurals and preparation method thereof that is linked and packed of standardization, including wall and top cover, the wall includes by precast concrete wall panel, horizontal girder steel and corner steel column are constituted, the top cover is precast concrete laminate, several equally distributed embedded nuts are set on two end faces of the precast concrete wall panel, several mounting holes are set on the horizontal girder steel, the horizontal girder steel is secured transverse on the precast concrete wall panel by screw rod, the precast concrete laminate is fastened in the external wall of house structure that the precast concrete wall panel surrounds.The present invention modularization small precast wallboard high using standardization level, and most horizontal girder steels and corner steel column for common-use size, form integral house structure, platelet structure system, architectural plane size flexible arrangement, and meanwhile it is easy to produce, Product Precision is higher, it installs more convenient, is easy to adjust, is also convenient for the processing of piece.
Description
Technical field
The present embodiments relate to building structure technology fields, and in particular to a kind of absolutely dry formula coagulation that is linked and packed of standardization
Native building structure and preparation method thereof.
Background technique
Preform structure builds the new application technology for being increasingly becoming building structure, and construction duration is short, easy to assembly, surely
It is qualitative strong, it brings great convenience to the construction of building structure.
The existing product of full prefabricated concrete structure mainly passes through the connection between screw rod and handle hole progress precast wall body,
Big plate is generally used, existing main problem is that big plate production precision is not high, often results in the difficulty installed；Wall piece is easy
Leak influences perception simultaneously；Special-shaped wallboard is more, and standardization level is to be improved, needs simultaneously when house type changes
Adjust wall inclination scheme and plant produced line.
Summary of the invention
For this purpose, the embodiment of the present invention provides a kind of absolutely dry formula concrete house structural and its production side of being linked and packed of standardization
Method, to solve in the prior art due to leak after difficult to install and assembly caused by using big plate Assembling Production precision not high
The problem of.
To achieve the goals above, embodiments of the present invention provide the following technical solutions:
In the first aspect of embodiments of the present invention, a kind of absolutely dry formula coagulation abode house that is linked and packed of standardization is provided
Room structure, including wall and top cover, the wall include being made of precast concrete wall panel, horizontal girder steel and corner steel column, institute
Stating top cover is precast concrete laminate, and several equally distributed pre-buried spiral shells are arranged on two end faces of the precast concrete wall panel
Several mounting holes are arranged on the horizontal girder steel in mother, and multiple precast concrete wall panels combine to form external wall of house structure, described
Horizontal girder steel is secured transverse on the precast concrete wall panel by screw rod, and the upper section of the precast concrete wall panel also is provided with
Embedded nut, the precast concrete laminate are equipped with floor through-hole, and the precast concrete laminate is fastened on described prefabricated mixed
It in the external wall of house structure that solidifying cob wall plate surrounds, and is bonded by screw rod, the corner steel column is fixed on pre- by screw rod
Concrete panel and/or precast concrete laminate connection processed.
Further, the respectively mutually chimeric convex configuration in two longitudinal cross-sections of the precast concrete wall panel with it is recessed
Face structure.
Further, two longitudinal cross-sections of the precast concrete wall panel are trapezoidal protrusion or concave inward structure.
Further, the outside of the wall is equipped with cladding panel structure, and the cladding panel structure is by being pierced by the horizontal steel
The screw rod of beam is fixed.
Further, gap is equipped between the cladding panel structure and wall.
Further, the precast concrete wall panel is made of concrete bearing layer, concrete cover and insulating layer,
The insulating layer is arranged between the concrete bearing layer and concrete cover.
Further, the inside of the precast concrete wall panel is additionally provided with three-dimensional steel mesh, and the solid steel mesh is overlapping
The inside of the concrete bearing layer, concrete cover and insulating layer is set, and the thickness of concrete bearing layer is greater than mixed
The thickness of solidifying protective soil layer.
Further, the bottom of the precast concrete wall panel is equipped with operating cavity, be provided in the operating cavity with it is described
The corresponding keyhole of floor through-hole on precast concrete laminate, by anchor pole by the pre-cast concrete walling on upper layer in up-down structure layer
The precast concrete wall panel of plate, precast concrete laminate and lower layer is fixedly connected.
In another embodiment of the present invention, it is related to the production method of concrete house structural, includes the following steps:
I, three-dimensional steel mesh is placed in mold, and scale mark line is set on wall in mold, and is arranged in corresponding position
Embedded nut, the casting concrete into mold form concrete bearing layer, insulating layer and concrete cover, and are protecting
Embedded nut is arranged in corresponding position on layer, and precast concrete laminate pours to be formed by mold, and perforative building is arranged on end face
Plate through-hole；
II, after pre-buried concrete panel and pre-buried concrete veneer structure are stablized, room is made according to practice of construction process
Fixed structure is arranged on ground in room ground, precast concrete wall panel is arranged by construction requirement, and use horizontal girder steel inside and outside
Reinforcement by connection, after pre-buried concrete laminate is fastened in the external wall of house structure that precast concrete wall panel surrounds, and pass through spiral shell
Bar is fixed, and is stably mounted to precast concrete wall panel and/or precast concrete laminate connection using corner steel column, and pass through
Screw rod is fixed；
When III, installation superstructure, precast concrete wall panel is arranged in the top of precast concrete laminate, passes through behaviour
Make chamber for screw rod while being threaded through the pre-cast concrete walling of the precast concrete wall panel on upper layer, precast concrete laminate and lower layer
It is fixed between plate, and according to need to be carried out according to the form of construction work of understructure.
Further, in the step II, corner steel column installs the right angle knot including being formed between precast concrete wall panel
Structure, T-type structure and cross structure；
Finally, cladding panel structure is arranged outside wall.
Embodiment according to the present invention has the advantages that the present invention is small-sized using the high modularization of standardization level
Prefabricated panel, and most horizontal girder steels and corner steel column for common-use size, form integral house structure, 1, platelet structure body
System, architectural plane size flexible arrangement, and meanwhile it is easy to produce, Product Precision is higher, and installation is more convenient, is easy to adjust, also just
In the processing of piece；2, plug-in containment system is combined with platelet connector, eliminates the treatment process of exterior wall piece；3,
Production method of the present invention, production process is simple and easy, and it is convenient to construct, and the requirement in place useless can either be completed to construct,
Reduce the duration.
Detailed description of the invention
It, below will be to embodiment party in order to illustrate more clearly of embodiments of the present invention or technical solution in the prior art
Formula or attached drawing needed to be used in the description of the prior art are briefly described.It should be evident that the accompanying drawings in the following description is only
It is merely exemplary, it for those of ordinary skill in the art, without creative efforts, can also basis
The attached drawing of offer, which is extended, obtains other implementation attached drawings.
Structure depicted in this specification, ratio, size etc., only to cooperate the revealed content of specification, for
Those skilled in the art understands and reads, and is not intended to limit the invention enforceable qualifications, therefore does not have technical
Essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size are not influencing the function of the invention that can be generated
Under effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents obtain and can cover.
What Fig. 1 was that first embodiment of the invention provides a kind of standardizes the vertical of the absolutely dry formula concrete house structural that is linked and packed
Body structural perspective；
Fig. 2 be a kind of standardization for providing of first embodiment of the invention it is absolutely dry be linked and packed in formula concrete house structural it is pre-
The main view of concrete panel processed；
Fig. 3 is sectional view along A-A in Fig. 2；
Fig. 4 is the absolutely dry cross in formula concrete house structural that is linked and packed of a kind of standardization that first embodiment of the invention provides
The three-dimensional structure diagram of girder steel；
Fig. 5 is the absolutely dry angle in formula concrete house structural that is linked and packed of a kind of standardization that first embodiment of the invention provides
The schematic perspective view of portion's steel column；
Fig. 6 is the structural schematic diagram that adjacent two blocks of precast concrete wall panels at right angles assemble；
Fig. 7 is the precast concrete wall panel of upper and lower level and the structural schematic diagram of intermediate concrete layer board group dress；
Fig. 8 is two blocks of precast concrete wall panels structure assembly structure diagram in T shape；
Fig. 9 is first embodiment China and foreign countries hanging panel mounting structure schematic diagram.
In figure: 1, precast concrete wall panel；2, horizontal girder steel；3, corner steel column；4, precast concrete laminate；5, pre-buried spiral shell
It is female；6, mounting hole；7, screw rod；8, cladding panel structure；9, gap；10, concrete bearing layer；11, concrete cover；12, it protects
Warm layer；13, three-dimensional steel mesh；14, operating cavity；15, anchor pole.
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation
Content disclosed by book is understood other advantages and efficacy of the present invention easily, it is clear that described embodiment is the present invention one
Section Example, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing
Every other embodiment obtained under the premise of creative work out, shall fall within the protection scope of the present invention.
The term on cited such as "upper", "lower", " left side ", the right side in this specification ", " centre ", is merely convenient to describe
Be illustrated, rather than to limit the scope of the invention, relativeness is altered or modified, and is changing technology without essence
It inside holds, when being also considered as the enforceable scope of the present invention.
Embodiment 1
As shown in Figure 1, Fig. 1 shows the absolutely dry formula concrete building knot that is linked and packed of standardization provided in an embodiment of the present invention
Structure, including wall and top cover, wall include being made of precast concrete wall panel 1, horizontal girder steel 2 and corner steel column 3, and top cover is pre-
Concrete laminate 4 processed.
Wherein, corner steel column 3 is square steel plate, and mounting hole 6 is arranged above, is used primarily in precast concrete wall panel 1
The position of corner connection between precast concrete wall panel 1 and precast concrete wall panel 1 and precast concrete laminate 4 is solid
It is fixed, referring to Fig. 6, Fig. 7, Fig. 8, increase integrally-built stability, main purpose is fixed gooseneck, is formed three-dimensional
Vertical pillar in skeleton.
In conjunction with shown in Fig. 2, Fig. 4, Fig. 5, it is arranged on two end faces of precast concrete wall panel 1 several equally distributed pre-buried
Nut 5, several mounting holes 6 are arranged on horizontal girder steel 2, and multiple combinations of precast concrete wall panels 1 form external wall of house structure, horizontal girder steel
2 are secured transverse on precast concrete wall panel 1 by screw rod 7, and the upper section of precast concrete wall panel 1 also is provided with embedded nut 5,
Precast concrete laminate 4 is equipped with floor through-hole, and precast concrete laminate 4 is fastened on the house that precast concrete wall panel 1 surrounds
It on external wall structure, and is bonded by screw rod 7, corner steel column 3 is fixed on precast concrete wall panel 1 and/or pre- by screw rod 7
4 connection of concrete laminate processed.
Specific structure, the respectively mutually chimeric convex configuration in two longitudinal cross-sections of precast concrete wall panel 1 with it is recessed
Face structure, its object is to when adjacent two blocks of precast concrete wall panels 1 docking, better tightness forms tortuous company
Seam reduces air flowing.
Wherein, two longitudinal cross-sections of precast concrete wall panel 1 are trapezoidal protrusion or concave inward structure.
As shown in figure 9, the outside of wall is equipped with cladding panel structure 8, cladding panel structure 8 is by being pierced by the screw rod 7 of horizontal girder steel 2
Fixed, cladding panel structure 8 is hung on the screw rod 7 of stretching, and cladding panel structure 8 is used to including house outer profile burden, and shape
At the closure containment system of periphery.There are gaps 9 between cladding panel structure 8 and wallboard, on the one hand form air layer and further increase
Strong heat preservation and waterproof effect, on the other hand improve fault-tolerance, facilitate installation.
As shown in figure 3, precast concrete wall panel 1 is by concrete bearing layer 10, concrete cover 11 and insulating layer 12
It constitutes, insulating layer 12 is arranged between concrete bearing layer 10 and concrete cover 11.
Wherein, the inside of precast concrete wall panel 1 is additionally provided with three-dimensional steel mesh 13, and the overlapping setting of three-dimensional steel mesh 13 is mixed
The inside of solidifying soil supporting course 10, concrete cover 11 and insulating layer 12, the thickness of concrete bearing layer 10 are greater than concrete
The thickness of protective layer 11.
Referring again to Fig. 8, the bottom of precast concrete wall panel 1 is equipped with operating cavity 14, be provided in operating cavity 14 with it is prefabricated
The corresponding keyhole of floor through-hole on concrete laminate 4, by anchor pole 15 by the pre-cast concrete walling on upper layer in up-down structure layer
The precast concrete wall panel 1 of plate 1, precast concrete laminate 4 and lower layer is fixedly connected.
Working principle: being spliced using the precast concrete wall panel 1 of fritter, is made respectively by horizontal girder steel 2 and corner steel column 3
Wall is bound round together, whole stress system is formed, wherein there is corner steel column 3 at wall corner, wall connecting；It is horizontal simultaneously
Attachment device of the girder steel 2 as cladding panel structure 8 realizes multifunctional use；Wall hangs over cladding panel structure 8 after being installed
It is mounted on the overhanging connector on horizontal girder steel 2, load is transmitted on wall by connector, horizontal girder steel 2；Cladding panel structure
Retain one layer of gap between 8 and wall, increases waterproof performance；The mounting means of precast concrete laminate 4 is that wall top is with pre-
Nut 5 is buried, places the precast concrete laminate 4 for having through-hole, the concrete on upper layer at the top of the precast concrete wall panel 1 of lower layer
There are handle hole, screw rods 7 to pass through the operating cavity 14 of the precast concrete wall panel 1 on upper layer, precast concrete for 1 corresponding position of cob wall plate
It is anchored into after 4 through-hole of laminate in the 1 top nut of precast concrete wall panel of lower layer.
The combination of each connection structure of the invention does not limit and the building structure form in the embodiment of the present invention 1.
Embodiment 2
It is related to the production method of concrete house structural in another embodiment of the invention, includes the following steps:
I, three-dimensional steel mesh 13 is placed in mold, scale mark line is set on mould inner wall, and set in corresponding position
Embedded nut 5 is set, the casting concrete into mold forms concrete bearing layer 10, insulating layer 12 and concrete cover 11,
And embedded nut 5 is arranged in corresponding position on the protection layer, precast concrete laminate 4 is poured to be formed by mold, be set on end face
Set perforative floor through-hole；
II, after pre-buried concrete panel and pre-buried concrete veneer structure are stablized, room is made according to practice of construction process
Fixed structure is arranged on ground in room ground, precast concrete wall panel 1 is arranged by construction requirement, and use horizontal steel inside and outside
2 reinforcement by connection of beam, after pre-buried concrete laminate is fastened in the external wall of house structure that precast concrete wall panel 1 surrounds, and lead to
It is fixed to cross screw rod 7, is stably mounted to precast concrete wall panel 1 using corner steel column 3 and/or precast concrete laminate 4 is connected
Place, and it is fixed by screw rod 7；
When III, installation superstructure, precast concrete wall panel 1 is arranged in the top of precast concrete laminate 4, is passed through
Screw rod 7 is threaded through the prefabricated of the precast concrete wall panel 1 on upper layer, precast concrete laminate 4 and lower layer by operating cavity 14 simultaneously
It is fixed between concrete panel 1, and according to need to be carried out according to the form of construction work of understructure.
Wherein, in step II, corner steel column 3 installs right-angle structure, T-type including being formed between precast concrete wall panel 1
Structure and cross structure；
Finally, cladding panel structure 8 is arranged outside wall.
Installation method: first making the precast concrete wall panel 1 of bar shaped, and thick steel plate is arranged simultaneously in 1 top surface of precast concrete wall panel
Pre- retention nut, then installs wall, and by the operating cavity 14 of wall lower part, wall is fixed on basis using bolt.Institute
After some precast concrete wall panel 1 is in place, the corner steel column 3 of horizontal girder steel 2 and angular position is installed, and by horizontal girder steel 2 and corner
Steel column 3 links together, so that all horizontal girder steels 2 and foot's steel column form the post and lintel system of closure, plays integrated connection and makees
With.After one layer of wall and connector is installed, precast concrete laminate 4 is installed, the through-hole of precast concrete laminate 4 is worn
The anchor pole 15 of wall top stretching is crossed, then the precast concrete wall panel 1 on upper layer is in place, anchor pole 15 stretches out upper wall operating cavity
14 bottom surface, with clamp device make the precast concrete wall panel 1 of lower layer, precast concrete laminate 4, upper layer concrete layer
Plate 4 links together.After main structure is fully completed, plug-in cladding panel structure 8 is installed.
Although above having used general explanation and specific embodiment, the present invention is described in detail, at this
On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore,
These modifications or improvements without departing from theon the basis of the spirit of the present invention are fallen within the scope of the claimed invention.
Claims (10)
1. a kind of absolutely dry formula concrete house structural that is linked and packed of standardization, including wall and top cover, which is characterized in that the wall
Body includes being made of precast concrete wall panel, horizontal girder steel and corner steel column, and the top cover is precast concrete laminate, described pre-
Several equally distributed embedded nuts are set on two end faces of concrete panel processed, several installations are set on the horizontal girder steel
Hole, multiple precast concrete wall panels combine to form external wall of house structure, and the horizontal girder steel is secured transverse to institute by screw rod
It states on precast concrete wall panel, the upper section of the precast concrete wall panel also is provided with embedded nut, the concrete layer
Plate is equipped with floor through-hole, and the precast concrete laminate is fastened on the external wall of house structure that the precast concrete wall panel surrounds
On, and be bonded by screw rod, the corner steel column is fixed on precast concrete wall panel and/or precast concrete by screw rod
Laminate connection.
2. standardizing the absolutely dry formula concrete house structural that is linked and packed as described in claim 1, which is characterized in that described prefabricated mixed
Two longitudinal cross-sections of solidifying cob wall plate respectively mutually chimeric convex configuration and concave structure.
3. standardizing the absolutely dry formula concrete house structural that is linked and packed as claimed in claim 2, which is characterized in that described prefabricated mixed
Two longitudinal cross-sections of solidifying cob wall plate are trapezoidal protrusion or concave inward structure.
4. standardizing the absolutely dry formula concrete house structural that is linked and packed as described in claim 1, which is characterized in that the wall
Outside is equipped with cladding panel structure, and the cladding panel structure is fixed by being pierced by the screw rod of the horizontal girder steel.
5. the dry formula concrete house structural that is linked and packed of standardization gold as claimed in claim 4, which is characterized in that the cladding panel
Gap is equipped between structure and wall.
6. standardizing the absolutely dry formula concrete house structural that is linked and packed as described in claim 1, which is characterized in that described prefabricated mixed
Solidifying cob wall plate is made of concrete bearing layer, concrete cover and insulating layer, and the insulating layer is arranged in the concrete
Between supporting course and concrete cover.
7. the dry formula concrete house structural that is linked and packed of standardization gold as claimed in claim 6, which is characterized in that described prefabricated mixed
The inside of solidifying cob wall plate is additionally provided with three-dimensional steel mesh, and the solid steel mesh is overlapping to be arranged in the concrete bearing layer, coagulation
The inside of protective soil layer and insulating layer, the thickness of concrete bearing layer are greater than the thickness of concrete cover.
8. standardizing the absolutely dry formula concrete house structural that is linked and packed as described in claim 1, which is characterized in that described prefabricated mixed
The bottom of solidifying cob wall plate is equipped with operating cavity, is provided with and the floor through-hole pair on the precast concrete laminate in the operating cavity
The keyhole answered, by anchor pole by the precast concrete wall panel on upper layer, precast concrete laminate and lower layer in up-down structure layer
Precast concrete wall panel is fixedly connected.
9. a kind of production method of concrete house structural, which comprises the steps of:
I, three-dimensional steel mesh is placed in mold, and scale mark line is set on mould inner wall, and pre-buried in the setting of corresponding position
Nut, the casting concrete into mold form concrete bearing layer, insulating layer and concrete cover, and on the protection layer
Corresponding position embedded nut is set, precast concrete laminate pours to be formed by mold, and perforative floor is arranged on end face and leads to
Hole；
II, after pre-buried concrete panel and pre-buried concrete veneer structure are stablized, with making house according to practice of construction process
Fixed structure, i.e. pre-embedding metal part is arranged on ground in base, by the operating cavity of pre-buried concrete panel lower part, with bolt by wall
Plate is fixed on the pre-buried metalwork of basic tip, and precast concrete wall panel is arranged by construction requirement, and uses inside and outside
Horizontal girder steel reinforcement by connection, after pre-buried concrete laminate is fastened in the external wall of house structure that precast concrete wall panel surrounds, and
It is fixed by screw rod, is stably mounted to precast concrete wall panel and/or precast concrete laminate connection using corner steel column,
And it is fixed by screw rod；
When III, installation superstructure, precast concrete wall panel is arranged in the top of precast concrete laminate, passes through operating cavity
By screw rod simultaneously be threaded through upper layer precast concrete wall panel, precast concrete laminate and the precast concrete wall panel of lower layer it
Between it is fixed, and according to need to be carried out according to the form of construction work of understructure.
10. the production method of concrete house structural as claimed in claim 9, which is characterized in that
In the step II, corner steel column installation include precast concrete wall panel between formed right-angle structure, T-type structure and
Cross structure；
Finally, cladding panel structure is arranged outside wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811619439.7A CN109629663A (en) | 2018-12-28 | 2018-12-28 | A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811619439.7A CN109629663A (en) | 2018-12-28 | 2018-12-28 | A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109629663A true CN109629663A (en) | 2019-04-16 |
Family
ID=66078686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811619439.7A Pending CN109629663A (en) | 2018-12-28 | 2018-12-28 | A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109629663A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663783A (en) * | 2020-12-23 | 2021-04-16 | 天津远泰模块房制造有限公司 | Method for building assembled modular house |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265458A (en) * | 1999-03-19 | 2000-09-26 | Penta Ocean Constr Co Ltd | Floor slab connecting structure for underground structure with precast pile underground wall |
| CN1888340A (en) * | 2006-04-06 | 2007-01-03 | 陈信孚 | Self-insulating concrete house structural system |
| KR100763254B1 (en) * | 2007-06-18 | 2007-10-04 | 창조개발 주식회사 | Construction with precast concrete balcony of apartment house |
| JP2008057184A (en) * | 2006-08-30 | 2008-03-13 | Ps Mitsubishi Construction Co Ltd | Method of constructing underground wall by using h-shaped pc pile |
| WO2010020088A1 (en) * | 2008-08-19 | 2010-02-25 | Zhu Hengjie | Assembled house make up of steel frame and light concrete panel |
| CN102691375A (en) * | 2012-06-01 | 2012-09-26 | 秦皇岛裕源木业有限公司 | Composite wall body material |
| KR101193896B1 (en) * | 2012-05-30 | 2012-10-29 | 주식회사 이산 | Pc wall with ancher wire for structrue |
| CN103572866A (en) * | 2012-07-30 | 2014-02-12 | 吴淑环 | Assembly type wall |
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN209975706U (en) * | 2018-12-28 | 2020-01-21 | 北京泽昌盛建筑科技有限公司 | Standardized full-dry connection fabricated concrete house structure |
-
2018
- 2018-12-28 CN CN201811619439.7A patent/CN109629663A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265458A (en) * | 1999-03-19 | 2000-09-26 | Penta Ocean Constr Co Ltd | Floor slab connecting structure for underground structure with precast pile underground wall |
| CN1888340A (en) * | 2006-04-06 | 2007-01-03 | 陈信孚 | Self-insulating concrete house structural system |
| JP2008057184A (en) * | 2006-08-30 | 2008-03-13 | Ps Mitsubishi Construction Co Ltd | Method of constructing underground wall by using h-shaped pc pile |
| KR100763254B1 (en) * | 2007-06-18 | 2007-10-04 | 창조개발 주식회사 | Construction with precast concrete balcony of apartment house |
| WO2010020088A1 (en) * | 2008-08-19 | 2010-02-25 | Zhu Hengjie | Assembled house make up of steel frame and light concrete panel |
| KR101193896B1 (en) * | 2012-05-30 | 2012-10-29 | 주식회사 이산 | Pc wall with ancher wire for structrue |
| CN102691375A (en) * | 2012-06-01 | 2012-09-26 | 秦皇岛裕源木业有限公司 | Composite wall body material |
| CN103572866A (en) * | 2012-07-30 | 2014-02-12 | 吴淑环 | Assembly type wall |
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN209975706U (en) * | 2018-12-28 | 2020-01-21 | 北京泽昌盛建筑科技有限公司 | Standardized full-dry connection fabricated concrete house structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663783A (en) * | 2020-12-23 | 2021-04-16 | 天津远泰模块房制造有限公司 | Method for building assembled modular house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105625570B (en) | A kind of prefabricated beam column attachment means and preparation method thereof | |
| CN206693432U (en) | Fabricated shear wall and fabric structure | |
| CN205712470U (en) | A kind of assembling frame-core wall structure system using full Baogang primary structure member | |
| CN106149879B (en) | Spelling loading board rod structure | |
| CN110284587A (en) | A kind of prefabricated window and connection joints of steel structure and the construction method of floaing of staggered floor | |
| CN107313609A (en) | Using the modern dry bar residential architecture of dry method assembling structure | |
| CN105756189A (en) | Assembly type frame-core tube structural system adopting all-steel-encased stress component | |
| CN103938767A (en) | Trough type energy-saving bearing wall externally wrapped by steel wire mesh mortar plates and foamed concrete | |
| CN109629663A (en) | A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization | |
| CN204001309U (en) | A kind of syndeton of Multi-function light concrete curtain wall | |
| CN105442756B (en) | A kind of combined special-shaped column, the structural system and its construction method for being equipped with the post | |
| CN107724542A (en) | Walling system | |
| CN208685794U (en) | Vertically concrete frame structure body and book moulding body are overlapped with horizontal entirety | |
| CN204174729U (en) | The prefabricated window that wafts of a kind of staggered floor suspension type | |
| CN207633813U (en) | Assembled workshop | |
| CN207144248U (en) | A kind of assembled architecture wall | |
| CN108589931A (en) | The precast construction connecting node that concrete is combined with steel construction | |
| CN205954910U (en) | Beam column integration wallboard | |
| CN208718097U (en) | A kind of precast construction connecting node that concrete is combined with steel construction | |
| CN209975706U (en) | Standardized full-dry connection fabricated concrete house structure | |
| CN207344806U (en) | Assembled architecture wallboard is with die assembly and assembled architecture wallboard mould | |
| CN207794429U (en) | Assembled integral composite interior wallboard | |
| CN208056318U (en) | The connection structure of corner buttresses steel column and outer enclosure wall in portal-rigid frames light house | |
| CN207032474U (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN208056319U (en) | The connection structure of non-corner brace steel post and outer enclosure wall in portal-rigid frames light house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xie Dongxiao Inventor after: Li Fuqiang Inventor before: Xie Xiaodong Inventor before: Li Fuqiang |
|
| CB03 | Change of inventor or designer information |