CN104727486B - A kind of synthetic method of precast reinforced cage - Google Patents
A kind of synthetic method of precast reinforced cage Download PDFInfo
- Publication number
- CN104727486B CN104727486B CN201310717926.8A CN201310717926A CN104727486B CN 104727486 B CN104727486 B CN 104727486B CN 201310717926 A CN201310717926 A CN 201310717926A CN 104727486 B CN104727486 B CN 104727486B
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- net plate
- stirrup
- cage
- prefabricated
- 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.)
- Expired - Fee Related
Links
- 238000010189 synthetic method Methods 0.000 title claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 82
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 12
- 238000003786 synthesis reaction Methods 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 20
- 229910052742 iron Inorganic materials 0.000 claims description 10
- 238000005520 cutting process Methods 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 16
- 238000004519 manufacturing process Methods 0.000 abstract description 10
- 238000009435 building construction Methods 0.000 abstract description 4
- 125000004122 cyclic group Chemical group 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- -1 reinforcing bar Substances 0.000 description 1
Abstract
The present invention relates to the synthetic method of a kind of precast reinforced cage for building, reinforcing rod is welded by reinforcing bar mash welder to form reinforcing bar upper net plate and reinforcing bar lower net plate, reinforcing bar lower net plate is arranged in steel reinforcement cage synthetic mould, the prefabricated stirrup frame in the surrounding welding of reinforcing bar lower net plate, finally reinforcing bar upper net plate is welded on prefabricated stirrup frame, precast reinforced cage is obtained.It is different according to design requirement, different steel reinforcement cages can be made, the prefabricated sandwich armoured concrete slab of synthesis by the steel reinforcement cage made, is sent to.The time of prefabricated sandwich armored concrete board assembly line has been saved in the invention, improves whole production efficiency, makes part reach production standard.Reinforcing bar electric welding machine has banned artificial colligation；Steel reinforcement cage synthetic mould can do production line balance, and cyclic utilization rate is high；Solve the problems, such as that existing building construction is time-consuming.
Description
Technical field：
The invention belongs to the realm of building construction, is related to a kind of synthetic method of precast reinforced cage for building, it is adaptable to I
The prefabricated sandwich armoured concrete slab sectionalized house of company.
Background technology：
When traditional architecture thing is constructed, steel reinforcement cage is provided with inside the post, beam in building, then which is in the milk,
So as to play the supporting role of interior of building.Steel reinforcement cage by several main reinforcements, stirrups and is typically that muscle is constituted, several main reinforcements
Be longitudinally through reinforcing bar；Stirrup is the reinforcing bar of horizontal confinement main reinforcement periphery, and can strengthen increases the shearing resistance of prefabricated components, and
Can reach confinement effect；Number system muscle is the reinforcing bar of horizontal confinement part main reinforcement, and which has X-direction and Y-direction respectively, can have and add
Strong stirrup effect.
Mainly by materials synthesis such as concrete, reinforcing bar, foam cements, the prefabricated of synthesis is mixed prefabricated sandwich armoured concrete slab
Concrete board constitutes sectionalized house using modes such as lifting, plate and plate connections.Concrete therein is mainly resistance to compression, and reinforcing bar is
For tension and shearing can be born, make precast concrete bear seismic force and load-carrying.Therefore, the synthesis of steel reinforcement cage is particularly weighed
Will, precast reinforced cage has saved the time of concrete slab production line, improves whole production efficiency, makes part reach production standard
Change.
The content of the invention：
It is an object of the present invention to provide a kind of synthetic method of precast reinforced cage, is mainly used in the prefabricated sandwich reinforcing bar of my company and mixes
The synthesis of concrete board, the problem for replacing existing building construction time-consuming, has banned the artificial colligation of steel reinforcement cage, improves production effect
Rate.
The technical solution adopted for the present invention to solve the technical problems is：The synthesis side of described a kind of precast reinforced cage
Reinforcing rod is welded to form reinforcing bar upper net plate and reinforcing bar lower net plate, the cloth in steel reinforcement cage synthetic mould by reinforcing bar mash welder by method
Reinforcing bar lower net plate has been put, and prefabricated stirrup frame is welded in the surrounding of reinforcing bar lower net plate, finally reinforcing bar upper net plate is welded to prefabricated
On stirrup frame, you can obtain precast reinforced cage.
Described reinforcing rod, using concrete-bar straightening-cutting machine is by ring steel reinforced bar straightening and cuts off, bar diameter is φ 6mm.
Described reinforcing bar upper net plate and reinforcing bar lower net plate, grid are in quadrangle form, adjust bar-mat reinforcement according to design size
Piece size, central gridding spacing are 200mm.
Described steel reinforcement cage synthetic mould, is made up of reinforcing cage mould platform and steel reinforcement cage synthesis zone, steel reinforcement cage synthesis zone
Mainly it is made up of angle bar and iron and steel piece confinement.
Described prefabricated stirrup frame, is connected by several stirrups and iron and steel piece in a welding manner and is formed, and stirrup spacing is
200mm, it is different according to design requirement, using stirrup of different shapes.
Described stirrup of different shapes, mainly has convex stirrup, recessed stirrup and ring-shaped stirrup.
The synthetic method of a kind of precast reinforced cage that the present invention is provided, has saved prefabricated sandwich armored concrete board assembly line
Time, improve whole production efficiency, make part reach production standard.Reinforcing bar electric welding machine has banned artificial colligation；Reinforcing bar
Cage synthetic mould can do production line balance, and cyclic utilization rate is high；Solve the problems, such as that existing building construction is time-consuming.
Description of the drawings：
Fig. 1 is steel reinforcement cage synthetic mould schematic diagram.
Fig. 2 is the upper (lower) mesh sheet schematic diagram of reinforcing bar.
Fig. 3 is the layout drawing of reinforcing bar lower net plate in reinforcing bar synthetic mould.
Fig. 4 be prefabricated convex stirrup frame schematic diagram, convex stirrup of the frame (long side) for spacing 200mm, its excess-three side
For the ring-shaped stirrup of spacing 200mm.
Fig. 5 be prefabricated recessed stirrup frame schematic diagram, recessed stirrup of the frame (long side) for spacing 200mm, its excess-three side
For the ring-shaped stirrup of spacing 200mm.
Fig. 6 is prefabricated ring-shaped stirrup frame schematic diagram, and iron and steel piece frame surrounding is the steel hoop of spacing 200mm.
Fig. 7 is the layout drawing of reinforcing bar lower net plate and prefabricated convex stirrup frame in reinforcing bar synthetic mould.
Fig. 8 is the layout drawing of reinforcing bar lower net plate and prefabricated recessed stirrup frame in reinforcing bar synthetic mould.
Fig. 9 is the layout drawing of reinforcing bar lower net plate and prefabricated ring-shaped stirrup frame in reinforcing bar synthetic mould.
Figure 10 is the layout drawing of reinforcing bar lower net plate, prefabricated convex stirrup frame and reinforcing bar upper net plate in reinforcing bar synthetic mould.
Figure 11 is the layout drawing of reinforcing bar lower net plate, prefabricated recessed stirrup frame and reinforcing bar upper net plate in reinforcing bar synthetic mould.
Figure 12 is the layout drawing of reinforcing bar lower net plate, prefabricated ring-shaped stirrup frame and reinforcing bar upper net plate in reinforcing bar synthetic mould.
Figure 13 is 1 schematic diagram of precast reinforced cage, is mainly used in the conjunction of the prefabricated sandwich armoured concrete slab with convex tongue and groove
Into.
Figure 14 is 2 schematic diagram of precast reinforced cage, is mainly used in the conjunction of the prefabricated sandwich armoured concrete slab with recessed tongue and groove
Into.
Figure 15 is 3 schematic diagram of precast reinforced cage, is mainly used in the synthesis of common prefabricated sandwich armoured concrete slab.
Reference：
1st, 140 × 140 × 10mm of angle bar；2nd, 195 × 195 × 10mm of angle bar；3rd, there is the angle bar 195 of φ 36mm circular holes at center
×195×10mm；4th, reinforcing bar synthetic mould iron and steel piece frame；5th, reinforcing cage mould platform；6th, convex stirrup；7th, ring-shaped stirrup；8、
Iron and steel piece；9th, recessed stirrup.
Specific embodiment：
Embodiment 1：
Using concrete-bar straightening-cutting machine by the steel hoop straightening of rolling, and the length of design requirement is cut into, obtains size
Reinforcing rod of different sizes.Reinforcing rod is welded by reinforcing bar mash welder to form reinforcing bar upper net plate (see Fig. 2) and reinforcing bar lower net plate
(see Fig. 2).Reinforcing bar lower net plate (see Fig. 2) is arranged in steel reinforcement cage synthetic mould (see Fig. 1) first, as shown in Figure 3.In width it is
The convex stirrup for having been bent in the iron and steel piece side welding of 260mm and ring-shaped stirrup, make convex stirrup frame (see Fig. 7), wherein
Stirrup spacing is 200mm.The prefabricated convex stirrup frame (see Fig. 7) in the four sides welding of reinforcing bar lower net plate, finally reinforcing bar
Upper net plate is welded on prefabricated convex stirrup frame (see Figure 10), you can is obtained the precast reinforced cage 1 (see Figure 13) of molding, is sent to conjunction
Into the prefabricated sandwich armoured concrete slab with convex tongue and groove.
Embodiment 2：
Using concrete-bar straightening-cutting machine by the steel hoop straightening of rolling, and the length of design requirement is cut into, obtains size
Reinforcing rod of different sizes.Reinforcing rod is welded by reinforcing bar mash welder to form reinforcing bar upper net plate (see Fig. 2) and reinforcing bar lower net plate
(see Fig. 2).Reinforcing bar lower net plate (see Fig. 2) is arranged in steel reinforcement cage synthetic mould (see Fig. 1) first, as shown in Figure 3.In width it is
The recessed stirrup for having been bent in the iron and steel piece side welding of 260mm and ring-shaped stirrup, make recessed stirrup frame (see Fig. 8), wherein
Stirrup spacing is 200mm.The prefabricated recessed stirrup frame (see Fig. 8) in the four sides welding of reinforcing bar lower net plate, finally reinforcing bar
Upper net plate is welded on prefabricated recessed stirrup frame (see Figure 11), you can is obtained the precast reinforced cage 2 (see Figure 14) of molding, is sent to conjunction
Into the prefabricated sandwich armoured concrete slab with recessed tongue and groove.
Embodiment 3：
Using concrete-bar straightening-cutting machine by the steel hoop straightening of rolling, and the length of design requirement is cut into, obtains size
Reinforcing rod of different sizes.Reinforcing rod is welded by reinforcing bar mash welder to form reinforcing bar upper net plate (see Fig. 2) and reinforcing bar lower net plate
(see Fig. 2).Reinforcing bar lower net plate (see Fig. 2) is arranged in steel reinforcement cage synthetic mould (see Fig. 1) first, as shown in Figure 3.In width it is
The ring-shaped stirrup for having been bent in the iron and steel piece side welding of 260mm, makes ring-shaped stirrup frame (see Fig. 9), wherein between stirrup
Away from for 200mm.In the four sides welding of reinforcing bar lower net plate, prefabricated ring-shaped stirrup frame (see Fig. 9), finally surfs the Net reinforcing bar
Piece is welded on prefabricated ring-shaped stirrup frame (see Figure 12), you can is obtained the precast reinforced cage 3 (see Figure 15) of molding, is sent to synthesis
Common prefabricated sandwich armoured concrete slab.
Claims (4)
1. a kind of synthetic method of precast reinforced cage, it is characterised in that weld to form reinforcing bar by reinforcing rod by reinforcing bar mash welder
Upper net plate and reinforcing bar lower net plate, arrange reinforcing bar lower net plate in steel reinforcement cage synthetic mould, weld in the surrounding of reinforcing bar lower net plate
Upper prefabricated stirrup frame, is finally welded to reinforcing bar upper net plate on prefabricated stirrup frame, you can obtain precast reinforced cage；Described
Steel reinforcement cage synthetic mould, is made up of reinforcing cage mould platform and steel reinforcement cage synthesis zone, and steel reinforcement cage synthesis zone is mainly by angle bar and steel
Iron plate confinement is constituted；Described prefabricated stirrup frame, is connected by several stirrups and iron and steel piece in a welding manner and is formed, stirrup spacing
It is for 200mm, different according to design requirement, using stirrup of different shapes.
2. a kind of synthetic method of precast reinforced cage as claimed in claim 1, it is characterised in that described reinforcing rod, adopts
Concrete-bar straightening-cutting machine is by ring steel reinforced bar straightening and cuts off, and bar diameter is φ 6mm.
3. a kind of synthetic method of precast reinforced cage as claimed in claim 1, it is characterised in that described reinforcing bar upper net plate and
Reinforcing bar lower net plate, grid are in quadrangle form, adjust reinforced mesh size according to design size, and central gridding spacing is 200mm.
4. a kind of synthetic method of precast reinforced cage as claimed in claim 1, it is characterised in that described hoop of different shapes
Muscle, mainly has convex stirrup, recessed stirrup and ring-shaped stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310717926.8A CN104727486B (en) | 2013-12-24 | 2013-12-24 | A kind of synthetic method of precast reinforced cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310717926.8A CN104727486B (en) | 2013-12-24 | 2013-12-24 | A kind of synthetic method of precast reinforced cage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104727486A CN104727486A (en) | 2015-06-24 |
| CN104727486B true CN104727486B (en) | 2017-04-05 |
Family
ID=53451842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310717926.8A Expired - Fee Related CN104727486B (en) | 2013-12-24 | 2013-12-24 | A kind of synthetic method of precast reinforced cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104727486B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379378A (en) * | 2020-01-07 | 2020-07-07 | 杭州章跃实业有限公司 | Ceramic cake reinforcement cage structure and manufacturing process |
| CN111779194B (en) * | 2020-07-21 | 2021-11-12 | 湖北三江航天建筑工程有限公司 | Method for installing glass fiber reinforcement in constructional engineering |
-
2013
- 2013-12-24 CN CN201310717926.8A patent/CN104727486B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN104727486A (en) | 2015-06-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106968367A (en) | A kind of new 3D printing reinforced wall and its construction method | |
| CN102493602A (en) | Ductile concrete column capable of delaying local buckling of steel bars and manufacturing method thereof | |
| CN204738538U (en) | Different strength grade concrete construction block a batch week and turn round stupefiedly | |
| CN104763086B (en) | A kind of assembly type self-supporting mould of rib floor | |
| CN104727486B (en) | A kind of synthetic method of precast reinforced cage | |
| CN201746979U (en) | Column hoop device for beam-column core area in concrete construction | |
| CN104786368A (en) | Reinforcement forming technology | |
| KR20120004049A (en) | Site reinforcing method of thick wall with using plant welded steel bar frames | |
| CN203499082U (en) | Hidden connecting beam for side steel plate rib concrete composite floor slabs | |
| CN203429847U (en) | Square hole ribbed support prestressed concrete composite slab | |
| CN102433960A (en) | Foam filled reinforced concrete hollow beam | |
| CN203113624U (en) | Joist steel regionally confined concrete column with longitudinal bars | |
| CN206110166U (en) | High rigidity equipment foundations platform structure of board -like dark support | |
| CN201512946U (en) | Barrel storeroom sliding form system structure | |
| CN205529929U (en) | Whole shaping die carrier of case back slab muscle | |
| CN205502056U (en) | A pre -buried landing leg split heads structure for tower crane foundation | |
| CN206438678U (en) | A kind of Reinforced Concrete Double repeats gynostemium | |
| CN202370158U (en) | Prestressing force confined concrete slab | |
| CN201411809Y (en) | Precast element for concrete floors | |
| CN106812249A (en) | A kind of steelframe for building and shear wall | |
| CN203625900U (en) | Prestressed concrete square pile with supporting structure | |
| CN203878565U (en) | Precast reinforced concrete square pile with reinforced structure | |
| CN204869211U (en) | Device is born in ejection of compact of brick machine | |
| CN216380692U (en) | Quick reinforcing apparatus of wall body | |
| CN201778438U (en) | Scattered steel bar concrete column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170405 |