CN106320568A - Production method of multi-rib composite wallboard - Google Patents
Production method of multi-rib composite wallboard Download PDFInfo
- Publication number
- CN106320568A CN106320568A CN201610701175.4A CN201610701175A CN106320568A CN 106320568 A CN106320568 A CN 106320568A CN 201610701175 A CN201610701175 A CN 201610701175A CN 106320568 A CN106320568 A CN 106320568A
- Authority
- CN
- China
- Prior art keywords
- production method
- blocking mechanism
- wall board
- composite wall
- rib
- 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.)
- Granted
Links
Classifications
-
- 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
Landscapes
- 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
The invention relates to the building field and particularly provides a production method of a multi-rib composite wallboard. The production method comprises the following steps that a framework structure is erected, and rib grid frames and filling frames are formed; wallboard embedded pieces and embedded pipelines are arranged in the rib grid frames and the filling frames; an outer blocking mechanism is arranged on the outer side of the framework structure, inner blocking mechanisms are arranged in the filling frames, and a rib grid frame pouring system is formed; concrete is poured into the rib grid frame pouring system, and frame grids are formed; the filling frames are cleaned; and a filling material is poured into the filling frames, and filled blocks are formed. According to the production method of the multi-rib composite wallboard, the material selection range of the filling material is enlarged, and the rib grid dimension and the filled block dimension can be set more flexibly; the embedded pieces and the embedded pipelines can be flexibly arranged in the multi-rib composite wallboard, so that the building function of the wallboard and the equipment arrangement adaptability are improved; damage, caused by later slotting, cutting and the like, to the wallboard in an original method is avoided; and the rigidity and integrity of the wallboard are improved.
Description
Technical field
The application relates to building field, particularly relates to the production method of a kind of close rib composite wall board.
Background technology
Along with the development of building structure technology, close rib composite plate structure occurs and in engineering as a kind of new structural systen
In be applied.As a kind of distinctive element type, the close rib composite wall board in this system, with the reinforced concrete that cross section is less
Soil is sash, and embedded air-entrained concrete building block to have some strength or other lightweight bulks are made.
Close rib composite wall board employing is now built cast-in-place conventional construction method and is: first make and install the steel reinforcement cage of wallboard；
Prefabricated light filling block is laid again, as the inner side template of rib lattice concreting in intercostal district lattice；Then rib lattice are poured
Concrete；When later stage needs, the requirement according to electromechanical equipment etc. carries out cutting, pipe laying or cutting process on wallboard.
Shortcomings exists for conventional construction method:
(1) air-entrained concrete building block goods limit packing material kind and the optimized choice of obturator intensity；Work as city
To certain class finished product fill bulk demand more time, the manufacturing schedule of appreciable impact close rib composite wall board.Internal filling block uses
The approved product of special building block manufacturer, limits the motility of intercostal district lattice size design, and building block is the most repeatedly
Carrying is also by relatively poly-injury.
(2) tradition rib compartment size uses building block connecting method time bigger, can there is more piece, have impact on the whole of wallboard
Body；Faying face between building block finished product and rear pouring concrete is also due to the difference of goods and young concrete physical property exists
The weak link of stress.
(3) blockwork finished product does the technique of interior template and limits laying of equipment installation in wallboard, wallboard make before only
Can in rib lattice preheating embedding line, when separately there being position to need, use fill on block or concrete rib lattice later stage cutting or
The method implementing cutting, intensity and globality to wallboard adversely affect.
Summary of the invention
This application provides the production method of a kind of close rib composite wall board, it is possible to solve the problems referred to above.
This application provides the production method of a kind of close rib composite wall board, comprise the following steps:
A () builds framing structure, form rib gridiron and filler frame；
B () lays wall plate embedded element and preheating embedding line in described rib gridiron and described filler frame；
C () be blocking mechanism outside the outside of described framing structure is arranged, stop machine in described filler frame inside layout
Structure, forms rib gridiron casting system；
D () be casting concrete in described rib gridiron casting system, form sash；
(e) cleaning filler frame；
F () pours inserts body in described filler frame, form filling block.
Preferably, in described step (c), described inner side blocking mechanism is dismountable retention device,
Described step (e) is particularly as follows: clear up described inner side blocking mechanism.
Preferably, in described step (c), described outside blocking mechanism is dismountable retention device.
Preferably, described dismountable retention device is steel form or plank sheathing.
Preferably, in described step (c), described inner side blocking mechanism includes free removal retention device and for supporting
State the supporting apparatus of free removal retention device,
Described step (e) is particularly as follows: clear up the described supporting apparatus of described inner side blocking mechanism.
Preferably, in described step (c), described outside blocking mechanism includes free removal retention device and for supporting
State the supporting apparatus of free removal retention device.
Preferably, described free removal retention device is expanded metal lath template or cement products formwork.
Preferably, in described step (a), described framing structure is steel reinforcement cage or type steel skeleton.
Preferably, in described step (b),
Described wall plate embedded element includes that fixing built-in fitting installed by wallboard branch sleeve pipe laying and/or wallboard,
And/or
Described preheating embedding line includes electromechanical equipment pipeline.
Preferably, in described step (f), described inserts body is foam cement, foam concrete or lightweight concrete
At least one.
The technical scheme that the application provides can reach following beneficial effect:
(1) production method of close rib composite wall board provided herein has expanded the material selection range of inserts body,
And directly pouring formation sash and filling block owing to using, therefore the size of rib lattice size and filling block can be more flexibly
Arrange；
(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 the operations such as original work method later stage fluting, the cutting damage to wallboard；
(3) close rib composite wall board intercostal inserts body uses and pours mode, it is to avoid building block when former finished product block is filled
Between piece, enhance wallboard rigidity and globality.
It should be appreciated that it is only exemplary that above general description and details hereinafter describe, can not be limited this
Application.
Accompanying drawing explanation
The flow chart of the production method of the close rib composite wall board of a kind of embodiment that Fig. 1 is provided by the embodiment of the present application；
Fig. 2 is the structural representation after the production method of the close rib composite wall board of the present embodiment completes step (b)；
Fig. 3 is the structural representation after the production method of the close rib composite wall board of the present embodiment completes step (c)；
Fig. 4 is the production method of the close rib composite wall board of the present embodiment structural representation when carrying out step (d)；
Fig. 5 is the structural representation after the production method of the close rib composite wall board of the present embodiment completes step (f).
Reference:
10-framing structure；
100-rib gridiron；
102-filler frame；
20-wall plate embedded element and preheating embedding line；
Blocking mechanism outside 30-；
Blocking mechanism inside 40-；
50-sash；
60-filling block.
Accompanying drawing herein is merged in description and constitutes the part of this specification, it is shown that meet the enforcement of the application
Example, and for explaining the principle of the application together with description.
Detailed description of the invention
Below by specific embodiment and combine accompanying drawing the application is described in further detail.Described in literary composition
"front", "rear", "left", "right", " on ", D score is all with in the production method of the close rib composite wall board in accompanying drawing and production process
The laying state of close rib composite wall board be reference.
As it is shown in figure 1, the production method of the close rib composite wall board of the embodiment of the present application comprises the following steps:
A () builds framing structure 10, form rib gridiron 100 and filler frame 102；
B () lays wall plate embedded element and preheating embedding line 20 in rib gridiron 100 and filler frame 102；
C () be blocking mechanism 30 outside the outside of framing structure 10 is arranged, blocking mechanism inside layout in filler frame 102
40, form rib gridiron casting system；
D () be casting concrete in rib gridiron casting system, form sash 50；
(e) cleaning filler frame 102；
F () pours inserts body in filler frame 102, form filling block 60.
The purpose of step 101 is the inner skeleton structure forming rib gridiron 100, also surrounds filler frame 102 simultaneously.In step
In 101, framing structure 10 can use steel reinforcement cage or type steel skeleton, and both frame structures are simple, firm, possesses more excellent
Anti-seismic performance.
After building Wangue shelf structure 10, exist in enough spaces, especially filler frame 102 due in now skeleton
The most also there is no any implant, and framing structure 10 also is able to provide enough fixed structures, can be consequently used for laying
Wall plate embedded element and preheating embedding line 20 (seeing Fig. 2).Wherein, wall plate embedded element includes such as wallboard branch sleeve pipe laying, wallboard
Installing the built-in fitting needed for fixing built-in fitting and other engineering, preheating embedding line then includes electromechanical equipment pipeline, or goes back
Including some flowing lines etc., it is also possible to be determined according to engineering specific requirement.
Then proceed by after having laid wall plate embedded element and preheating embedding line 20 in rib gridiron 100 and filler frame 102
The structure of casting system.The material used due to sash 50 and filling block 60 is different, it is therefore desirable to pour respectively.This
Embodiment, by blocking mechanism 30 outside arranging in the outside of framing structure 10, stops inside layout in filler frame 102 simultaneously
Mechanism 40, it is possible to whole framing structure 10 be surrounded, forms rib gridiron casting system (seeing Fig. 3).
Wherein, outside blocking mechanism 30 and inner side blocking mechanism 40 should have enough rigidity, intensity and isolation, sealing merit
Can, meet load effect produced by opposing intercostal concreting.Further, outside blocking mechanism 30 and inner side blocking mechanism
40 can use the dismountable blocking mechanisms such as detachable steel form, plank sheathing.Template used be both needed to meet can according to design arrange
The requirement of reserving hole etc..This dismountable blocking mechanism only serves the effect of temporary dam, needs to remove after having poured,
Without becoming a part for sash 50.
And outside blocking mechanism 30 and the inner side blocking mechanism 40 in the present embodiment may be used without including that free removal stops
Device and the supporting apparatus for free removal support retention device.This free removal retention device energy after having poured
Become a part for sash 50 in being enough retained in sash 50, thus strengthen the external intensity of sash 50.Such as expanded metal lath template or water
Mud product formwork and other inorganic material template etc. with some strength belong to this type of.Dress is stopped fixing these free removals
When putting, then need to use some supporting apparatus and be supported.
The most just can in rib gridiron casting system casting concrete, just can form sash 50 after band concrete setting
(seeing Fig. 4).The sash 50 formed in this way owing to using the inner side blocking mechanism 40 being separately provided, rather than
Directly use filling block 60 as the blocking mechanism of inner side, the therefore size design of sash 50 more motility, and, inner side hinders
Retaining device 40 can be prevented effectively from the obvious piece of formation when being arranged, and therefore also ensure that the globality of sash 50, makes
It does not haves obvious stress weak link.
After forming sash 50, just need the inside of filler frame 102 is cleared up, by the most clear for the structure that need not retain
Reason is gone out.If inner side blocking mechanism 40 is as dismountable blocking mechanism, then can be by inner side blocking mechanism 40 complete liquidation
Go out.And if inner side blocking mechanism 40 uses the mode that free removal retention device coordinates with supporting apparatus, then have only to
These supporting apparatus are cleaned out.Outside resistance can be cleared up while blocking mechanism 40 the most in the lump inside cleaning
Retaining device 30, or row is removed again after can also completing all pouring work.
After filler frame 102 cleans out, just can internally pour inserts body and form filling block 60 (seeing Fig. 5).Due to
Filling block 60 is directly to pour shaping, and without making in advance, therefore eliminates the process of carrying finished product, thus has stopped finished product
The problem causing damage in handling process.And it is the most wide in range on material selects, such as foam cement, foam concrete and light
The materials such as matter concrete all can use as inserts body, and manufacturing schedule and production cost are more prone to control.Additionally, use
This mode pouring molding can be in advance at internal pre-buried various required devices and pipe before filling block 60 pours molding
Line structure, and without carrying out the mode such as cutting or cutting on complete product again and filling block 60 is carried out secondary add having made
Work, which also improves globality and the structural strength of wallboard.
The foregoing is only the preferred embodiment of the application, be not limited to the application, for the skill of this area
For art personnel, the application can have various modifications and variations.All within spirit herein and principle, that is made any repaiies
Change, equivalent, improvement etc., within should be included in the protection domain of the application.
Claims (10)
1. the production method of a close rib composite wall board, it is characterised in that comprise the following steps:
A () builds framing structure, form rib gridiron and filler frame；
B () lays wall plate embedded element and preheating embedding line in described rib gridiron and described filler frame；
(c) the outside of described framing structure arrange outside blocking mechanism, in described filler frame arrange inside blocking mechanism, shape
Become rib gridiron casting system；
D () be casting concrete in described rib gridiron casting system, form sash；
(e) cleaning filler frame；
F () pours inserts body in described filler frame, form filling block.
The production method of close rib composite wall board the most according to claim 1, it is characterised in that in described step (c), described
Inner side blocking mechanism is dismountable retention device,
Described step (e) is particularly as follows: clear up described inner side blocking mechanism.
The production method of close rib composite wall board the most according to claim 1, it is characterised in that in described step (c), described
Outside blocking mechanism is dismountable retention device.
4. according to the production method of the close rib composite wall board described in Claims 2 or 3, it is characterised in that described dismountable stop
Device is steel form or plank sheathing.
The production method of close rib composite wall board the most according to claim 1, it is characterised in that in described step (c), described
Inner side blocking mechanism includes free removal retention device and for supporting the supporting apparatus of described free removal retention device,
Described step (e) is particularly as follows: clear up the described supporting apparatus of described inner side blocking mechanism.
The production method of close rib composite wall board the most according to claim 1, it is characterised in that in described step (c), described
Outside blocking mechanism includes free removal retention device and for supporting the supporting apparatus of described free removal retention device.
7. according to the production method of the close rib composite wall board described in claim 5 or 6, it is characterised in that described free removal stops
Device is expanded metal lath template or cement products formwork.
8. according to the production method of the close rib composite wall board described in any one of claim 1,2,3,5,6, it is characterised in that described
In step (a), described framing structure is steel reinforcement cage or type steel skeleton.
9. according to the production method of the close rib composite wall board described in any one of claim 1,2,3,5,6, it is characterised in that described
In step (b),
Described wall plate embedded element includes that fixing built-in fitting installed by wallboard branch sleeve pipe laying and/or wallboard,
And/or
Described preheating embedding line includes electromechanical equipment pipeline.
10. according to the production method of the close rib composite wall board described in any one of claim 1,2,3,5,6, it is characterised in that institute
Stating in step (f), described inserts 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 true CN106320568A (en) | 2017-01-11 |
| CN106320568B CN106320568B (en) | 2018-09-28 |
Family
ID=57741011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610701175.4A Active CN106320568B (en) | 2016-08-22 | 2016-08-22 | The production method of close rib composite wall board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320568B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106914984A (en) * | 2017-03-07 | 2017-07-04 | 刘祥锦 | A kind of construction method of prefabricated composite construction board |
| 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106914984A (en) * | 2017-03-07 | 2017-07-04 | 刘祥锦 | A kind of construction method of prefabricated composite construction board |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106320568B (en) | 2018-09-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100951097B1 (en) | Slab and subgrade external wall structure and method for constructing underground slab and subgrade external wall, bracket | |
| CN103410317A (en) | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part | |
| CN104652654A (en) | Novel assembled shear wall structure | |
| CN205776348U (en) | A kind of overlapping monoblock type pipe gallery prefabricated assembly structural | |
| CN206625428U (en) | Pipe shaft post-cast floor slab closed system | |
| CN103590841B (en) | Supporting method for primary support of underground excavated chamber | |
| KR101458434B1 (en) | Half precast concrete column manufacturing method using prefabricated PC panels and constructing method using the same | |
| CN108301466A (en) | Integral prefabricated caisson of toilet and caisson of toilet construction and its construction method | |
| CN106958313A (en) | Pipe well post-cast floor slab closed system and construction method thereof | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| CN109594683B (en) | Construction method and structure of ultra-long concrete wall | |
| CN106320568A (en) | Production method of multi-rib composite wallboard | |
| CN106284742A (en) | Half column frame antidetonation faced wall and manufacture method | |
| CN208792505U (en) | A kind of precast wall body and assembling structure of assembled architecture | |
| CN110644538A (en) | Basement side wall extra front and back pouring belt periphery protection structure | |
| JP6576095B2 (en) | Segment manufacturing method and concrete-integrated steel segment | |
| CN109629664A (en) | Basement construction method based on assembled resin concrete drainage ditch | |
| CN107237448A (en) | A kind of prefabricated interior fill concrete wallboard and its manufacture method | |
| KR101692542B1 (en) | Manufacturing method of steel tube pile for retaining wall | |
| CN204781426U (en) | Joint node structure on prefabricated coincide wall of underground structure and floor | |
| JP5827102B2 (en) | Precast member installation method and precast member used therefor | |
| CN209211649U (en) | A kind of pre-buried anchor ear casing | |
| CN206986930U (en) | Connection structure of closed-section steel pipe gallery and concrete cast-in-place section | |
| JP6882024B2 (en) | Joining structure of precast concrete slab and construction method of precast concrete slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |