CN106320568B - The production method of close rib composite wall board - Google Patents
The production method of close rib composite wall board Download PDFInfo
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- CN106320568B CN106320568B CN201610701175.4A CN201610701175A CN106320568B CN 106320568 B CN106320568 B CN 106320568B CN 201610701175 A CN201610701175 A CN 201610701175A CN 106320568 B CN106320568 B CN 106320568B
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- wall board
- composite wall
- production method
- blocking mechanism
- rib
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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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
This application involves building fields, specifically provide a kind of production method of close rib composite wall board, include the following steps：Skeleton structure is built, rib gridiron and filler frame are formed；Wall plate embedded element and preheating embedding line are laid in rib gridiron and filler frame；The blocking mechanism on the outside of the arrangement of the outside of skeleton structure, blocking mechanism on the inside of arrangement, forms rib gridiron casting system in filler frame；The casting concrete into rib gridiron casting system forms sash；Clear up filler frame；Filler material body is poured into filler frame, forms filling block.The production method of close rib composite wall board provided herein has expanded the material selection range of filler material body, and the size of rib lattice size and filling block more flexible can be arranged；Flexible arrangement built-in fitting and preheating embedding line, the building function and equipment for enhancing wallboard adaptability can be arranged in close rib composite wall board；Avoid damage of the operation such as original work method later stage fluting, cutting to wallboard；Enhance wallboard rigidity and globality.
Description
Technical field
This application involves building field more particularly to a kind of production methods of close rib composite wall board.
Background technology
With the development of building structure technology, close rib composite plate structure occurs as a kind of new structural systen and in engineering
In be applied.As a kind of distinctive element type, the close rib composite wall board in the system, with the smaller reinforced concrete in section
Soil is sash, is embedded to be made with the air-entrained concrete building block of some strength or other lightweight bulks.
Close rib composite wall board use now build cast-in-place conventional construction method for：The steel reinforcement cage of wallboard is made and installed first；
Prefabricated light filling block, the inner side template as rib lattice concreting are laid in intercostal area lattice again；Then rib lattice are poured
Concrete；Carry out cutting, pipe laying or cutting process when later stage needs on wallboard according to the requirement of electromechanical equipment etc..
For conventional construction method, there are shortcomings：
(1) air-entrained concrete building block product limits the optimum choice to packing material type and obturator intensity；Work as city
When field is more to certain class finished product filling bulk demand, the manufacturing schedule of close rib composite wall board is significantly affected.Internal filling block uses
The approved product of special building block manufacturer, limits the flexibility of intercostal area lattice size design, building block in transit multiple
It carries also by compared with poly-injury.
(2) building block connecting method is used when traditional rib compartment size is larger, there can be more piece, affect the whole of wallboard
Body；Faying face between building block finished product and rear pouring concrete is also due to product and the difference of young concrete physical property exist
The weak link of stress.
(3) blockwork finished product does the technique of inner template and limits the laying of equipment installation in wallboard, wallboard make before only
Can in rib lattice preheating embedding line, when it is another there is position to need when, mostly use on filling block or concrete rib lattice later stage cutting or
The method for implementing cutting, adversely affects the intensity and globality of wallboard.
Invention content
This application provides a kind of production methods of close rib composite wall board, can solve the above problems.
This application provides a kind of production methods of close rib composite wall board, include the following steps：
(a) skeleton structure is built, rib gridiron and filler frame are formed；
(b) wall plate embedded element and preheating embedding line are laid in the rib gridiron and the filler frame；
(c) blocking mechanism on the outside of the arrangement of the outside of the skeleton structure, stops machine in the filler frame on the inside of arrangement
Structure forms rib gridiron casting system；
(d) casting concrete into the rib gridiron casting system forms sash；
(e) filler frame is cleared up；
(f) filler material body is poured into the filler frame, forms filling block.
Preferably, in the step (c), the inside blocking mechanism is dismountable retention device,
The step (e) is specially：Clear up the inside blocking mechanism.
Preferably, in the step (c), the outside blocking mechanism is dismountable retention device.
Preferably, the dismountable retention device is steel form or plank sheathing.
Preferably, in the step (c), the inside blocking mechanism includes free removal retention device and is used to support institute
The supporting apparatus of free removal retention device is stated,
The step (e) is specially：Clear up the supporting apparatus of the inside blocking mechanism.
Preferably, in the step (c), the outside blocking mechanism includes free removal retention device and is used to support institute
State the supporting apparatus of free removal retention device.
Preferably, the free removal retention device is steel plate net stencil or cement products formwork.
Preferably, in the step (a), the skeleton structure is steel reinforcement cage or type steel skeleton.
Preferably, in the step (b),
The wall plate embedded element includes that wallboard branch sleeve pipe laying and/or wallboard install fixation built-in fitting,
And/or
The preheating embedding line includes electromechanical equipment pipeline.
Preferably, in the step (f), the filler material body is foam cement, foam concrete or lightweight concrete
It is at least one.
Technical solution provided by the present application can reach following advantageous effect：
(1) production method of close rib composite wall board provided herein has expanded the material selection range of filler material body,
And since using directly pouring to form sash and filling block, the size of rib lattice size and filling block can be more flexible
Setting；
(2) can in close rib composite wall board flexible arrangement built-in fitting and preheating embedding line, enhance wallboard building function and
Equipment arranges adaptability；Avoid damage of the operation such as original work method later stage fluting, cutting to wallboard；
(3) close rib composite wall board intercostal filler material body avoids building block when former finished product block filling using mode is poured
Between piece, enhance wallboard rigidity and globality.
It should be understood that above general description and following detailed description is merely exemplary, this can not be limited
Application.
Description of the drawings
A kind of flow chart of the production method of the close rib composite wall board for embodiment that Fig. 1 is provided by the embodiment of the present application；
Fig. 2 is that the production method of the close rib composite wall board of the present embodiment completes the structural schematic diagram after step (b)；
Fig. 3 is that the production method of the close rib composite wall board of the present embodiment completes the structural schematic diagram after step (c)；
Structural schematic diagram when Fig. 4 is production method progress step (d) of the close rib composite wall board of the present embodiment；
Fig. 5 is that the production method of the close rib composite wall board of the present embodiment completes the structural schematic diagram after step (f).
Reference numeral：
10- skeleton structures；
100- rib gridirons；
102- filler frames；
20- wall plate embedded elements and preheating embedding line；
Blocking mechanism on the outside of 30-；
Blocking mechanism on the inside of 40-；
50- sashes；
60- filling blocks.
The drawings herein are incorporated into the specification and forms part of this specification, and shows the implementation for meeting the application
Example, and the principle together with specification for explaining the application.
Specific implementation mode
It is described in further detail below by specific embodiment and in conjunction with attached drawing to the application.It is described in text
"front", "rear", "left", "right", "upper", "lower" are in the production method and production process of the close rib composite wall board in attached drawing
Close rib composite wall board placement status be reference.
As shown in Figure 1, the production method of the close rib composite wall board of the embodiment of the present application includes the following steps：
(a) skeleton structure 10 is built, rib gridiron 100 and filler frame 102 are formed；
(b) wall plate embedded element and preheating embedding line 20 are laid in rib gridiron 100 and filler frame 102；
(c) blocking mechanism 30 on the outside of the arrangement of the outside of skeleton structure 10, the blocking mechanism on the inside of arrangement in filler frame 102
40, form rib gridiron casting system；
(d) casting concrete into rib gridiron casting system forms sash 50；
(e) cleaning filler frame 102；
(f) filler material body is poured into filler frame 102, forms filling block 60.
The purpose of step 101 is to form the inner skeleton structure of rib gridiron 100, while also surrounding filler frame 102.In step
In 101, steel reinforcement cage or type steel skeleton may be used in skeleton structure 10, both frame structures are simple, firm, has more excellent
Anti-seismic performance.
After having built skeleton structure 10, since there are in enough spaces, especially filler frame 102 in skeleton at this time
There are no any fillers at this time, and skeleton structure 10 is also capable of providing enough fixed structures, can be consequently used for laying
Wall plate embedded element and preheating embedding line 20 (referring to Fig. 2).Wherein, wall plate embedded element includes such as wallboard branch sleeve pipe laying, wallboard
Built-in fitting needed for fixation built-in fitting and other engineerings is installed, and preheating embedding line includes then electromechanical equipment pipeline, or also
Including some flowing lines etc., can also be determined according to engineering specific requirement.
It has laid in rib gridiron 100 and filler frame 102 and has then proceeded by after wall plate embedded element and preheating embedding line 20
The structure of casting system.Since material used by sash 50 and filling block 60 is different, it is therefore desirable to be poured respectively.This
Embodiment is stopped in filler frame 102 on the inside of arrangement by the blocking mechanism 30 on the outside of the arrangement of the outside of skeleton structure 10
Entire skeleton structure 10 can be surrounded by mechanism 40, form rib gridiron casting system (referring to Fig. 3).
Wherein, outside blocking mechanism 30 and inside blocking mechanism 40 should have enough rigidity, intensity and isolation, sealing work(
Can, meet and resists load effect caused by intercostal concreting.Also, outside blocking mechanism 30 and inside blocking mechanism
40 can be used the dismountable blocking mechanism such as detachable steel form, plank sheathing.It is template used to be both needed to meet and be arranged according to design
The requirement of reserving hole etc..This dismountable blocking mechanism only serves the effect of temporary dam, needs to remove after the completion of pouring,
Without the part as sash 50.
And the outside blocking mechanism 30 and inside blocking mechanism 40 in the present embodiment can also be used and stop including free removal
Device and the supporting apparatus that retention device is supported for free removal.This free removal retention device energy after the completion of pouring
Enough being retained in becomes a part for sash 50 in sash 50, to enhance the external intensity of sash 50.Such as steel plate net stencil or water
Mud product formwork and other inorganic material templates etc. with some strength belong to such.Fixing these free removals blocking dress
When setting, then needs to use some supporting apparatus and be supported.
Later can into rib gridiron casting system casting concrete, band concrete setting after can form sash 50
(referring to Fig. 4).It is formed by sash 50 in this way due to using the inside blocking mechanism 40 being separately provided, rather than
Directly use filling block 60 as the blocking mechanism of inside, therefore the size design of sash 50 is more flexible, also, inside hinders
Retaining device 40 can effectively avoid the formation of apparent piece when being arranged, therefore also ensure the globality of sash 50, make
There is no apparent stress weak links for it.
After forming sash 50, the inside to filler frame 102 is just needed to clear up, the structure that need not retain is all clear
Reason is gone out.If inside blocking mechanism 40, can be by 40 complete liquidation of inside blocking mechanism as dismountable blocking mechanism
It goes out.And if inside blocking mechanism 40 by the way of free removal retention device and supporting apparatus cooperation, only needs
These supporting apparatus are cleaned out.Outside resistance can also be cleared up while blocking mechanism 40 together on the inside of cleaning
Retaining device 30, or can also the row removing again after the completion of all pouring work.
After filler frame 102 cleans out, it can internally pour filler material body and form filling block 60 (referring to Fig. 5).Due to
Filling block 60 is directly to pour forming, without pre-production, therefore the process for carrying finished product is eliminated, to prevent finished product
The problem of damage is caused in handling process.And it is more wide in range in material selection, such as foam cement, foam concrete and light
The materials such as matter concrete can be used as the use of filler material body, and manufacturing schedule and production cost are more prone to control.In addition, using
The mode of this pouring molding can be before 60 pouring molding of filling block in advance in internal pre-buried various required devices and pipe
Line structure carries out secondary add without carrying out the modes such as cutting or cutting again on having made the product finished to filling block 60
Work, which also improves the globality of wallboard and structural strengths.
The foregoing is merely the preferred embodiments of the application, are not intended to limit this application, for the skill of this field
For art personnel, the application can have various modifications and variations.Within the spirit and principles of this application, any made by repair
Change, equivalent replacement, improvement etc., should be included within the protection domain of the application.
Claims (10)
1. a kind of production method of close rib composite wall board, which is characterized in that include the following steps：
(a) skeleton structure is built, rib gridiron and filler frame are formed；
(b) wall plate embedded element and preheating embedding line are laid in the rib gridiron and the filler frame；
(c) the outside of the skeleton structure arrangement on the outside of blocking mechanism, in the filler frame arrangement on the inside of blocking mechanism, shape
At rib gridiron casting system；
(d) casting concrete into the rib gridiron casting system forms sash；
(e) filler frame is cleared up；
(f) filler material body is poured into the filler frame, forms filling block.
2. the production method of close rib composite wall board according to claim 1, which is characterized in that described in the step (c)
Inside blocking mechanism is dismountable retention device,
The step (e) is specially：Clear up the inside blocking mechanism.
3. the production method of close rib composite wall board according to claim 1, which is characterized in that described in the step (c)
Outside blocking mechanism is dismountable retention device.
4. the production method of close rib composite wall board according to claim 2 or 3, which is characterized in that the dismountable blocking
Device is steel form or plank sheathing.
5. the production method of close rib composite wall board according to claim 1, which is characterized in that described in the step (c)
Inside blocking mechanism includes free removal retention device and the supporting apparatus for being used to support the free removal retention device,
The step (e) is specially：Clear up the supporting apparatus of the inside blocking mechanism.
6. the production method of close rib composite wall board according to claim 1, which is characterized in that described in the step (c)
Outside blocking mechanism includes free removal retention device and the supporting apparatus for being used to support the free removal retention device.
7. the production method of close rib composite wall board according to claim 5 or 6, which is characterized in that the free removal blocking
Device is steel plate net stencil or cement products formwork.
8. according to the production method of 1,2,3,5,6 any one of them close rib composite wall board of claim, which is characterized in that described
In step (a), the skeleton structure is steel reinforcement cage or type steel skeleton.
9. according to the production method of 1,2,3,5,6 any one of them close rib composite wall board of claim, which is characterized in that described
In step (b),
The wall plate embedded element includes that wallboard branch sleeve pipe laying and/or wallboard install fixation built-in fitting,
And/or
The preheating embedding line includes electromechanical equipment pipeline.
10. according to the production method of 1,2,3,5,6 any one of them close rib composite wall board of claim, which is characterized in that institute
It states in step (f), the filler material body is at least one of foam cement, foam concrete or lightweight concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610701175.4A CN106320568B (en) | 2016-08-22 | 2016-08-22 | The production method of close rib composite wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610701175.4A CN106320568B (en) | 2016-08-22 | 2016-08-22 | The production method of close rib composite wall board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106320568A CN106320568A (en) | 2017-01-11 |
| CN106320568B true CN106320568B (en) | 2018-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610701175.4A Active CN106320568B (en) | 2016-08-22 | 2016-08-22 | The production method of close rib composite wall board |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106914984B (en) * | 2017-03-07 | 2020-07-07 | 刘祥锦 | Construction method of prefabricated composite structural slab |
| CN107503509A (en) * | 2017-09-06 | 2017-12-22 | 黄振杰 | A kind of casting equipment and construction method for exempting to cut cement block and cement wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472919A (en) * | 1982-05-19 | 1984-09-25 | Con-Tex Elements, Inc. | Prefabricated building panel |
| CN2319470Y (en) * | 1997-12-12 | 1999-05-19 | 西安建筑科技大学 | Dense rib type compound wall board |
| CN2764841Y (en) * | 2005-01-28 | 2006-03-15 | 吴方伯 | Hollow core floor slab made of steel reinforced concrete |
| CN101565976A (en) * | 2009-06-01 | 2009-10-28 | 姚谦峰 | Multi-ribbed composite wallboard outer insulation integrated technology and construction process thereof |
| CN203559505U (en) * | 2013-11-25 | 2014-04-23 | 金天德 | Cast-in-place light steel bar truss wall |
-
2016
- 2016-08-22 CN CN201610701175.4A patent/CN106320568B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472919A (en) * | 1982-05-19 | 1984-09-25 | Con-Tex Elements, Inc. | Prefabricated building panel |
| CN2319470Y (en) * | 1997-12-12 | 1999-05-19 | 西安建筑科技大学 | Dense rib type compound wall board |
| CN2764841Y (en) * | 2005-01-28 | 2006-03-15 | 吴方伯 | Hollow core floor slab made of steel reinforced concrete |
| CN101565976A (en) * | 2009-06-01 | 2009-10-28 | 姚谦峰 | Multi-ribbed composite wallboard outer insulation integrated technology and construction process thereof |
| CN203559505U (en) * | 2013-11-25 | 2014-04-23 | 金天德 | Cast-in-place light steel bar truss wall |
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| CN106320568A (en) | 2017-01-11 |
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