CN106968330A - A kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template - Google Patents
A kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template Download PDFInfo
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- CN106968330A CN106968330A CN201710234064.1A CN201710234064A CN106968330A CN 106968330 A CN106968330 A CN 106968330A CN 201710234064 A CN201710234064 A CN 201710234064A CN 106968330 A CN106968330 A CN 106968330A
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- prefabricated panel
- prefabricated
- hou jiao
- jiao areas
- precast
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- 239000003351 stiffener Substances 0.000 claims description 21
- 239000004567 concrete Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- BIWCEXHDIQZFHI-UHFFFAOYSA-N 1,2,3,5-tetrachloro-4-(2,4-dichlorophenoxy)benzene Chemical compound ClC1=CC(Cl)=CC=C1OC1=C(Cl)C=C(Cl)C(Cl)=C1Cl BIWCEXHDIQZFHI-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Abstract
Building structure is assembled the invention discloses a kind of multilayer of the prefabricated rate more than 95% of self-template, including prefabricated foundation, precast floor slab and prefabricated panel, prefabricated panel includes two wallboard in-line attachment structures, three wallboard T-shaped connecting structures, two wallboard L-shaped attachment structures, precast floor slab includes two floor in-line attachment structures, wallboard and floor vertical connecting structure and grade beam and first floor bottom of the building plate vertical connecting structure, these attachment structures carry out cast-in-place splicing composition by prefabricated prefabricated board at the scene, the Hou Jiao areas formed in splicing are generally totally-enclosed Hou Jiao areas, when the later stage, scene splicing was cast-in-place, unnecessary use template is fixed, save the use of duration and template, meet the General Office of the State Council to print and distribute《Instruction on greatly developing assembled architecture》In guidance spirit, prefabricated rate reaches more than 95% in self-template assembled arthitecutral structure, shortens the integral construction duration.
Description
Technical field
The invention belongs to using prefabricated sandwich reinforced concrete wall panel and the assembled room of prefabricated solid reinforced concrete floor
Room structure, the multilayer assembling building structure of more specifically to a kind of prefabricated rate more than 95% of self-template.
Background technology
Printed and distributed according to the General Office of the State Council《Instruction on greatly developing assembled architecture》, for response country number
Call together, accelerate development assembled architecture, the prefabricated buildings building of independent research.With regard to current assembled architecture in installation
Cheng Zhong, it is still desirable to formwork, limits the construction period of assembled architecture short advantage, and cause certain building waste and
Dust pollution proposes multilayer self-template assembled arthitecutral structure to solve this problem.
The content of the invention
Building structure is assembled it is an object of the invention to provide a kind of multilayer of the prefabricated rate more than 95% of self-template, in house
The use of template is reduced to greatest extent in building assembling process.
A kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template of technical solution of the present invention, including prefabricated foundation,
Prefabricated panel and precast floor slab, the prefabricated panel include two wallboard in-line attachment structures, three wallboard T-shaped connecting structures,
Two wallboard L-shaped attachment structures, the precast floor slab includes two floor in-line attachment structures, wallboard and floor vertical connecting structure
With grade beam and first floor bottom of the building plate vertical connecting structure,
Shown prefabricated foundation is placed on each turning bottom of building structure, prefabricated foundation to assemble and assembled on precast beam, precast beam
Prefabricated panel,
The two wallboards in-line attachment structure includes the parallel and prefabricated panel A that is oppositely arranged and prefabricated panel B, described prefabricated
Hou Jiao areas connector AB is respectively arranged with end face relative with prefabricated panel B wallboard A and is connected and forms Hou Jiao areas AB, institute
State and be also extended with precast reinforced A and precast reinforced B, the pre-manufactured steel on the prefabricated panel A end faces relative with prefabricated panel B respectively
Muscle A and precast reinforced B are cross-superimposed, and two vertical stiffeners are provided with the Hou Jiao areas AB,
The three wallboards T-shaped connecting structure include one group in in-line connect prefabricated panel C and prefabricated panel D and with it is pre-
On wallboard C and prefabricated panel D prefabricated panel E connected vertically processed, end face relative with prefabricated panel D the prefabricated panel C
It is respectively arranged with Hou Jiao areas connector CD and is connected and forms Hou Jiao areas CD, the prefabricated panel E and prefabricated panel C and prefabricated
The end of wallboard D connections is provided with Hou Jiao areas connector E, and the Hou Jiao areas connector E is poured after being connected and formed with Hou Jiao areas CD
The end of area CDE, the prefabricated panel C, prefabricated panel D and prefabricated panel E connections is respectively extended with precast reinforced C, prefabricated
Reinforcing bar D and precast reinforced E, the precast reinforced C, precast reinforced D and precast reinforced E are cross-superimposed in Hou Jiao areas CDE, described
Two vertical stiffeners are provided with Hou Jiao areas CDE,
The two wallboards L-shaped attachment structure includes prefabricated panel F and is connected to prefabricated panel F ends and vertical with prefabricated panel F
Prefabricated panel G, prefabricated panel F and prefabricated panel the G end is respectively arranged with connector F and Hou Jiao areas of Hou Jiao areas connector
G, the Hou Jiao areas connector F and Hou Jiao areas connector G is connected and is formed Hou Jiao areas FG, the prefabricated panel F and prefabricated panel G
End is extended with precast reinforced F and precast reinforced G respectively, and the precast reinforced F and precast reinforced G are vertically handed in Hou Jiao areas FG
Pitch and be superimposed, two vertical stiffeners are provided with the Hou Jiao areas FG,
The two floors in-line attachment structure includes two levels and the precast floor slab H that is oppositely arranged and precast floor slab I, described pre-
End relative with precast floor slab I floor H processed is respectively arranged with connector H and Hou Jiao areas of Hou Jiao areas connector I, described to pour company of area
Joint H and Hou Jiao areas connector I is relative to be spliced and forms Hou Jiao areas HI, end relative with precast floor slab I the precast floor slab H
Also it is extended with respectively in precast reinforced H and precast reinforced I, the Hou Jiao areas HI and is provided with a horizontal stiffener, it is described prefabricated
Reinforcing bar H and precast reinforced I ends are wrapped on horizontal stiffener,
The wallboard and floor vertical connecting structure include vertical prefabricated panel J and connected vertically prefabricated with prefabricated panel J
Be provided with delay-pour joint groove JK on floor K, the prefabricated panel J, the precast floor slab K ends as in delay-pour joint groove JK simultaneously
It is extended with precast reinforced K, the prefabricated panel J and is provided with J precast reinforced no less than two, precast reinforced J length is less than pre-
Wallboard J processed height, precast reinforced J in prefabricated panel J by the pad head and the tail connection that is connected, the precast reinforced K with it is pre-
Reinforcing bar J processed intersects and connected, and horizontal stiffener is provided with the delay-pour joint groove JK,
The grade beam includes grade beam with first floor bottom of the building plate vertical connecting structure and is vertically connected at the head of grade beam upper end
Floor bottom plate M, grade beam upper end is connected between vertical prefabricated panel L, grade beam and the prefabricated panel L company of pouring after formation
Access slot L, the first floor bottom of the building plate M are placed in delay-pour joint groove L and are extended with precast reinforced M, grade beam and the prefabricated panel L
Interior pass through has precast reinforced L, the precast reinforced M to intersect and be connected with precast reinforced L, and level is provided with delay-pour joint groove L
Stiffener.
It is preferred that, Hou Jiao areas AB, Hou Jiao area CDE, Hou Jiao area FG is closed Hou Jiao areas, and the Hou Jiao areas HI is
The semi-enclosed Hou Jiao areas of opening upwards.
It is preferred that, described pour is provided with chamfering on connector H and Hou Jiao areas of area connector I, the area connector H that pours is with after
Pour in area connector I junctions formation chamfering seam, the chamfering seam and fill concrete.
It is preferred that, delay-pour joint groove JK and delay-pour joint the groove L is highly respectively greater than precast floor slab K and first floor bottom of the building plate
M thickness, delay-pour joint groove JK and delay-pour joint the groove L is semi-enclosed Hou Jiao areas link slot.
The technology of the present invention beneficial effect：
The multilayer assembling building structure of the prefabricated rate more than 95% of a kind of self-template of technical solution of the present invention, all of prefabricated
Good prefabricated foundation, prefabricated panel and precast floor slab, which is installed, to be formed, and the completion time of project is greatlyd save, in process of construction, pre-
Wallboard and precast floor slab processed precast the later stage and pour the Hou Jiao areas connector needed during connection in advance, these Hou Jiao areas connector groups
Into Hou Jiao areas be generally totally-enclosed Hou Jiao areas, when being poured after, it is not necessary to reuse template or formwork is fixed, greatly save
The use of template and formwork, shortens the duration, saves cost, the self-template prefabricated rate of monolithic architecture structure is up to more than 95%, existing
When cast-in-place, it is necessary to cast-in-place concrete amount be only the 5% of overall structure mixed mud total amount, shorten the overall duration.
Brief description of the drawings
Fig. 1 connects for two wallboard in-lines in a kind of multilayer assembling building structure of prefabricated rate more than 95% of self-template of the invention
Binding structure structural representation,
Fig. 2 is three wallboard T-shaped connecting structure schematic diagrames,
Fig. 3 is two wallboard L-shaped attachment structure schematic diagrams,
Fig. 4 is two floor in-line attachment structure schematic diagrams,
Fig. 5 is wallboard and floor vertical connecting structure,
Fig. 6 is grade beam and first floor bottom of the building plate vertical connecting structure,
Fig. 7 is prefabricated foundation schematic diagram.
Embodiment
For ease of skilled artisan understands that technical solution of the present invention, in conjunction with Figure of description to the technology of the present invention side
Case is described further.
As shown in Figures 1 to 7, a kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template, including prefabricated base
Plinth, precast floor slab and prefabricated panel, the prefabricated panel include two wallboard in-line attachment structures, three wallboards T-shaped connection knot
Structure, two wallboard L-shaped attachment structures, the precast floor slab includes two floor in-line attachment structures, wallboard is vertical with floor connects
Structure and grade beam and first floor bottom of the building plate vertical connecting structure.
As shown in figure 1, the two wallboards in-line attachment structure includes prefabricated panel A11 that is parallel and being oppositely arranged and pre-
Be respectively arranged with wallboard B12 processed, end face relative with prefabricated panel B12 the prefabricated panel A11 Hou Jiao areas connector AB16,
17 and it is connected and is formed and also stretched out respectively on Hou Jiao areas AB18, end face relative with prefabricated panel B12 the prefabricated panel A11
There are precast reinforced A13 and precast reinforced B14, the precast reinforced A13 and precast reinforced B14 are cross-superimposed, the Hou Jiao areas
Be provided with two vertical stiffeners 15 in AB18, Hou Jiao areas AB18 is vertical Hou Jiao areas, opening upwards, all round closure, after when pouring
Template need not be increased, directly poured.
As shown in Fig. 2 the three wallboards T-shaped connecting structure include one group in in-line connect prefabricated panel C20 and
Prefabricated panel D21 and with prefabricated panel C20 and prefabricated panel D21 prefabricated panel E22 connected vertically, the prefabricated panel
Be respectively arranged with end face relative with prefabricated panel D21 C20 Hou Jiao areas connector CD23,24 and be connected form Hou Jiao areas
CD, the prefabricated panel E22 are provided with Hou Jiao areas connector E25 with prefabricated panel C20 and prefabricated panel the D21 end being connected,
The Hou Jiao areas connector E25 is connected with Hou Jiao areas CD and forms Hou Jiao areas CDE29, the prefabricated panel C20, prefabricated panel
The end of D21 and prefabricated panel E22 connections is respectively extended with precast reinforced C26, precast reinforced D27 and precast reinforced E28, institute
State precast reinforced C26, precast reinforced D27 and precast reinforced E28 cross-superimposed in Hou Jiao areas CDE2, the Hou Jiao areas CDE29
Two vertical stiffeners 201 are inside provided with, Hou Jiao areas CDE29 is vertical direction and opening upwards, and all round closure can be direct
It is cast-in-place, it is not necessary to increase template.
As shown in figure 3, the two wallboards L-shaped attachment structure includes prefabricated panel F31 and is connected to prefabricated panel F31 ends
And the prefabricated panel G32 vertical with prefabricated panel F31, after prefabricated panel F31 and prefabricated panel the G32 end is respectively arranged with
Connector F33 and Hou Jiao areas of area connector G34 is poured, the Hou Jiao areas connector F33 and Hou Jiao areas connector G34 is connected and formed
Hou Jiao areas FG37, prefabricated panel F31 and prefabricated panel the G32 end is extended with precast reinforced F35 and precast reinforced respectively
G36, the precast reinforced F35 and precast reinforced G36 square crossing and are superimposed in Hou Jiao areas FG37, in the Hou Jiao areas FG37
Two vertical stiffeners 38 are provided with, Hou Jiao areas FG37 is vertical direction and opening upwards, and all round closure can be directly cast-in-place,
Template need not be increased.
As shown in figure 4, the two floors in-line attachment structure include two levels and the precast floor slab H41 that is oppositely arranged and
Precast floor slab I42, end relative with precast floor slab I42 the precast floor slab H41 be respectively arranged with Hou Jiao areas connector H47 and
Hou Jiao areas connector I48, connector H47 and Hou Jiao areas of the area connector I48 that pours splices relatively and forms Hou Jiao areas HI49, institute
State the precast floor slab H41 ends relative with precast floor slab I42 and be also extended with precast reinforced H43 and precast reinforced I44 respectively, it is described
A horizontal stiffener 45 is provided with Hou Jiao areas HI49, the precast reinforced H43 and precast reinforced 44I ends are wrapped in level
On stiffener 45, Hou Jiao areas HI49 pours groove for the level of opening upwards, and Hou Jiao areas HI49 three side sealings are closed, only with template by after
Pour area HI49 closed at both ends, you can directly it is cast-in-place, it is not necessary to increase other templates, note when cast-in-place Hou Jiao areas HI49 upper sheds portion with
Precast floor slab H41 and precast floor slab I42 upper surface flush, described pour are provided with connector H43 and Hou Jiao areas of area connector I48
Chamfering 46, connector H43 and Hou Jiao areas of the area connector I46 junctions formation chamfering of pouring is stitched, and is filled in the chamfering seam mixed
Solidifying soil, it is to avoid precast floor slab H41 and precast floor slab I42, which deform, causes precast floor slab H41 and precast floor slab I42 to be broken.
As shown in figure 5, the wallboard includes vertical prefabricated panel J51 and and prefabricated panel with floor vertical connecting structure
Delay-pour joint groove JK57, the precast floor slab are provided with J51 precast floor slab K52 connected vertically, the prefabricated panel J51
K52 ends are as in delay-pour joint groove JK57 and being extended with to be provided with precast reinforced K56, the prefabricated panel J51 and be no less than
Two precast reinforced J53, precast reinforced J53 length is less than prefabricated panel J51 height, and precast reinforced J53 is in prefabricated panel J51
By being connected, pad 54 is connected from beginning to end, and the precast reinforced K56 intersects and is connected with precast reinforced J53, it is described after the company of pouring
Horizontal stiffener 58 is provided with access slot JK57, then will be pre- due to delay-pour joint groove JK57 top and bottom concrete leveling
When floor K52 processed is placed in delay-pour joint groove JK57, delay-pour joint groove JK57 is horizontal, and both ends open, is needed when cast-in-place
One end open is blocked using template, cast-in-place by the progress of another end opening, template usage amount is few.
As shown in fig. 6, the grade beam includes grade beam 61 with first floor bottom of the building plate vertical connecting structure and is vertically connected at
The first floor bottom of the building plate M63 of the upper end of grade beam 61, the upper end of grade beam 61 is connected with vertical prefabricated panel L62, the grade beam
Formation delay-pour joint groove L65 between 61 and prefabricated panel L62, the first floor bottom of the building plate M63 are placed in delay-pour joint groove L65 and stretched
Going out has precast reinforced M66, and being passed through in the grade beam 61 and prefabricated panel L62 has precast reinforced L67, the precast reinforced M66
Intersect and be connected with precast reinforced L67, horizontal stiffener 66 is provided with delay-pour joint groove L65, delay-pour joint groove L65 is in water
Flat-shaped body, and both ends open, it is necessary to be blocked the opening of delay-pour joint groove L65 one end using template, by another when cast-in-place
Carried out at end opening cast-in-place.
As shown in fig. 7, shown prefabricated foundation, which is placed on each turning bottom of building structure, prefabricated foundation, assembles prefabricated
Prefabricated panel is assembled on beam, precast beam, in many self-template assemblings, the foundation structure of many assembling buildings is all at the scene
Cast-in-place shaping, and the prefabricated foundation used in technical solution of the present invention further greatly reduces the cast-in-place amount of on-site concrete, makes
The practical amount of concrete of distribution structure must be turned and reach integrally-built more than 95%, i.e., prefabricated rate substantially reduces the duration up to more than 95%.
Invention is exemplarily described above in conjunction with accompanying drawing for technical solution of the present invention, it is clear that the present invention is implemented
It is not subject to the restrictions described above, as long as the various unsubstantialities for employing inventive concept and technical scheme of the present invention progress change
Enter, or it is not improved the design of invention and technical scheme are directly applied into other occasions, in protection scope of the present invention
Within.
Claims (4)
1. a kind of multilayer assembling building structure of prefabricated rate more than 95% of self-template, it is characterised in that：Including prefabricated foundation, prefabricated
Wallboard and precast floor slab, the prefabricated panel include two wallboard in-line attachment structures, three wallboard T-shaped connecting structures, Liang Qiang
Plate L-shaped attachment structure, the precast floor slab includes two floor in-line attachment structures, wallboard and floor vertical connecting structure and ground
Ji Liang and first floor bottom of the building plate vertical connecting structure,
Shown prefabricated foundation is placed on each turning bottom of building structure, prefabricated foundation to assemble and assembled on precast beam, precast beam
Prefabricated panel,
The two wallboards in-line attachment structure includes the parallel and prefabricated panel A that is oppositely arranged and prefabricated panel B, described prefabricated
Hou Jiao areas connector AB is respectively arranged with end face relative with prefabricated panel B wallboard A and is connected and forms Hou Jiao areas AB, institute
State and be also extended with precast reinforced A and precast reinforced B, the pre-manufactured steel on the prefabricated panel A end faces relative with prefabricated panel B respectively
Muscle A and precast reinforced B are cross-superimposed, and two vertical stiffeners are provided with the Hou Jiao areas AB,
The three wallboards T-shaped connecting structure include one group in in-line connect prefabricated panel C and prefabricated panel D and with it is pre-
On wallboard C and prefabricated panel D prefabricated panel E connected vertically processed, end face relative with prefabricated panel D the prefabricated panel C
It is respectively arranged with Hou Jiao areas connector CD and is connected and forms Hou Jiao areas CD, the prefabricated panel E and prefabricated panel C and prefabricated
The end of wallboard D connections is provided with Hou Jiao areas connector E, and the Hou Jiao areas connector E is poured after being connected and formed with Hou Jiao areas CD
The end of area CDE, the prefabricated panel C, prefabricated panel D and prefabricated panel E connections is respectively extended with precast reinforced C, prefabricated
Reinforcing bar D and precast reinforced E, the precast reinforced C, precast reinforced D and precast reinforced E are cross-superimposed in Hou Jiao areas CDE, described
Two vertical stiffeners are provided with Hou Jiao areas CDE,
The two wallboards L-shaped attachment structure includes prefabricated panel F and is connected to prefabricated panel F ends and vertical with prefabricated panel F
Prefabricated panel G, prefabricated panel F and prefabricated panel the G end is respectively arranged with connector F and Hou Jiao areas of Hou Jiao areas connector
G, the Hou Jiao areas connector F and Hou Jiao areas connector G is connected and is formed Hou Jiao areas FG, the prefabricated panel F and prefabricated panel G
End is extended with precast reinforced F and precast reinforced G respectively, and the precast reinforced F and precast reinforced G are vertically handed in Hou Jiao areas FG
Pitch and be superimposed, two vertical stiffeners are provided with the Hou Jiao areas FG,
The two floors in-line attachment structure includes two levels and the precast floor slab H that is oppositely arranged and precast floor slab I, described pre-
End relative with precast floor slab I floor H processed is respectively arranged with connector H and Hou Jiao areas of Hou Jiao areas connector I, described to pour company of area
Joint H and Hou Jiao areas connector I is relative to be spliced and forms Hou Jiao areas HI, end relative with precast floor slab I the precast floor slab H
Also it is extended with respectively in precast reinforced H and precast reinforced I, the Hou Jiao areas HI and is provided with a horizontal stiffener, it is described prefabricated
Reinforcing bar H and precast reinforced I ends are wrapped on horizontal stiffener,
The wallboard and floor vertical connecting structure include vertical prefabricated panel J and connected vertically prefabricated with prefabricated panel J
Be provided with delay-pour joint groove JK on floor K, the prefabricated panel J, the precast floor slab K ends as in delay-pour joint groove JK simultaneously
It is extended with precast reinforced K, the prefabricated panel J and is provided with J precast reinforced no less than two, precast reinforced J length is less than pre-
Wallboard J processed height, precast reinforced J in prefabricated panel J by the pad head and the tail connection that is connected, the precast reinforced K with it is pre-
Reinforcing bar J processed intersects and connected, and horizontal stiffener is provided with the delay-pour joint groove JK,
The grade beam includes grade beam with first floor bottom of the building plate vertical connecting structure and is vertically connected at the head of grade beam upper end
Floor bottom plate M, grade beam upper end is connected between vertical prefabricated panel L, grade beam and the prefabricated panel L company of pouring after formation
Access slot L, the first floor bottom of the building plate M are placed in delay-pour joint groove L and are extended with precast reinforced M, grade beam and the prefabricated panel L
Interior pass through has precast reinforced L, the precast reinforced M to intersect and be connected with precast reinforced L, and level is provided with delay-pour joint groove L
Stiffener.
2. a kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template according to claim 1, its feature exists
In Hou Jiao areas AB, Hou Jiao area CDE, Hou Jiao area FG is closed Hou Jiao areas, and the Hou Jiao areas HI is the half of opening upwards
Closed Hou Jiao areas.
3. a kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template according to claim 1, its feature exists
In described pour is provided with chamfering on connector H and Hou Jiao areas of area connector I, described to pour connector H and Hou Jiao areas of area connector I
Junction forms in chamfering seam, the chamfering seam and fills concrete.
4. a kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template according to claim 1, its feature exists
After, delay-pour joint groove JK and delay-pour joint the groove L is highly respectively greater than precast floor slab K and first floor bottom of the building plate M thickness, is described
It is semi-enclosed Hou Jiao areas link slot to pour link slot JK and delay-pour joint groove L.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710234064.1A CN106968330A (en) | 2017-04-11 | 2017-04-11 | A kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710234064.1A CN106968330A (en) | 2017-04-11 | 2017-04-11 | A kind of multilayer assembling building structure of the prefabricated rate more than 95% of self-template |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166631A (en) * | 2018-02-05 | 2018-06-15 | 南通联泷建筑材料有限公司 | A kind of horse tooth trough connection structure of wallboard and wallboard |
| CN108532762A (en) * | 2018-05-21 | 2018-09-14 | 易筑集合（北京）科技有限公司 | A kind of single building wall board connection system of board-like assembled |
| CN108661237A (en) * | 2018-07-13 | 2018-10-16 | 中国建筑标准设计研究院有限公司 | Prefabricated panel and its construction method suitable for multilayer assembled architecture |
| CN108755970A (en) * | 2018-05-21 | 2018-11-06 | 易筑集合（北京）科技有限公司 | A kind of various building wall board connection system of board-like assembled |
| CN113756473A (en) * | 2021-10-18 | 2021-12-07 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108166631A (en) * | 2018-02-05 | 2018-06-15 | 南通联泷建筑材料有限公司 | A kind of horse tooth trough connection structure of wallboard and wallboard |
| CN108532762A (en) * | 2018-05-21 | 2018-09-14 | 易筑集合（北京）科技有限公司 | A kind of single building wall board connection system of board-like assembled |
| CN108755970A (en) * | 2018-05-21 | 2018-11-06 | 易筑集合（北京）科技有限公司 | A kind of various building wall board connection system of board-like assembled |
| CN108661237A (en) * | 2018-07-13 | 2018-10-16 | 中国建筑标准设计研究院有限公司 | Prefabricated panel and its construction method suitable for multilayer assembled architecture |
| CN108661237B (en) * | 2018-07-13 | 2023-11-21 | 中国建筑标准设计研究院有限公司 | Prefabricated wallboard suitable for multi-layer assembled building and construction method thereof |
| CN113756473A (en) * | 2021-10-18 | 2021-12-07 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
| CN113756473B (en) * | 2021-10-18 | 2022-11-01 | 福建金鼎建筑发展有限公司 | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner |
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