CN107575028A - The total implementation devices and methods therefor of 3D printing armored concrete structure - Google Patents
The total implementation devices and methods therefor of 3D printing armored concrete structure Download PDFInfo
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- CN107575028A CN107575028A CN201710790282.3A CN201710790282A CN107575028A CN 107575028 A CN107575028 A CN 107575028A CN 201710790282 A CN201710790282 A CN 201710790282A CN 107575028 A CN107575028 A CN 107575028A
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- shower nozzle
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Abstract
The arrangement of reinforcement head of arrangement of reinforcement and concrete shower nozzle for casting concrete are carried out the invention discloses a kind of total implementation device of 3D printing armored concrete structure, including for treating casting concrete, the concrete shower nozzle is placed on outside arrangement of reinforcement head.The total implementation device of 3D printing armored concrete structure proposed by the present invention, carried out while realizing building structure arrangement of reinforcement and concreting process.
Description
Technical field
The present invention relates to 3D printing technical field of construction, more particularly to a kind of integration of 3D printing armored concrete structure
Implementation and its method.
Background technology
Compared with traditional manufacturing technology, 3D printing manufacture does not need mould, will not produce in the fabrication process a large amount of discarded
Thing, complex-shaped product is can be obtained by by relatively simple manufacturing process, have and build quick, saving material and saving
The features such as energy.Therefore, 3D printing technique is such as applied to building trade, the high energy consumption for the architectural mode that can break traditions, high dirt
The present situation of dye, greatly open up the diversity of modern architecture manufacture.
But existing 3D printer can only use the molding mode of overlapped way accumulation, it is difficult to be added in concrete
The reinforcing materials such as reinforcing bar, the high structure safety of low layer can only be ensured by the intensity and structure design for improving printed material.Furthermore
Current 3D printing building still lacks corresponding specification, to performance indications such as the intensity, rigidity, bearing capacity value of material structure all
Verified.Such as coordinate the 3D printing of building by the way of artificial arrangement of reinforcement, not only existing equipment is more difficult in bar construction
The carry out material filling in portion, while also run counter to the quick construction feature of the energy-saving and emission-reduction of increasing material manufacturing.
The content of the invention
It is a primary object of the present invention to provide a kind of 3D printing armored concrete structure total implementation device and its
Method, it is intended to realize building structure arrangement of reinforcement and concreting process while carry out.
To achieve the above object, the present invention provides a kind of total implementation device of 3D printing armored concrete structure, bag
Include the arrangement of reinforcement head for treating casting concrete progress arrangement of reinforcement and the concrete shower nozzle for casting concrete, the concrete
Shower nozzle is placed on outside arrangement of reinforcement head.
Preferably, concrete shower nozzle cylindrical structure in a ring, the arrangement of reinforcement head are cylindrical structure, concrete shower nozzle
Axis overlapped with the axis of arrangement of reinforcement head.
Preferably, the extrusion end face of the arrangement of reinforcement head is less than the extrusion end face of concrete shower nozzle.
Preferably, the cavity of the concrete shower nozzle is divided into upper extruding end and lower extruding end provided with dividing plate.
Preferably, the upper extruding end and lower extruding end individually control unlatching.
A kind of present invention further propose that reality of the body implementation based on above-mentioned 3D printing armored concrete structure
Applying method, comprise the following steps：
Concrete shower nozzle is closed, opens arrangement of reinforcement head, arrangement of reinforcement head is moved according to construction demand to make reinforcing bar and be cooled to normal temperature；
Arrangement of reinforcement head is closed, opens concrete shower nozzle, extrusion can bury the concrete of current reinforcing bar, form armored concrete integration
Package structure；
Repeat the above steps until completing all armored concrete structures to design requirement；
Normally closed arrangement of reinforcement head, concrete shower nozzle is opened, the material at other unreinforceds is completed and pours.
Preferably, arrangement of reinforcement head is at the uniform velocity moved during arrangement of reinforcement.
Preferably, when carrying out horizontal reinforcement structure construction, arrangement of reinforcement head is closed, the upper extruding end for opening concrete shower nozzle squeezes
Go out to bury the concrete of horizontal arrangement of reinforcement, form armored concrete integration package structure.
The total implementation device of 3D printing armored concrete structure proposed by the present invention, its is simple in construction, and flexibility is strong,
The arrangement of reinforcement of horizontal, vertical reinforcement structure can be achieved and pour synchronous progress, under the operating mode that prosthetic participates in, reach building 3D printing
The effect that integration is built, ensure that architecture quality, improves efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of the total implementation device of 3D printing armored concrete structure of the present invention.
Fig. 2 is the total implementation device of 3D printing armored concrete structure of the present invention when Vertical Reinforcement structure prints
Schematic diagram.
Fig. 3 is the total implementation device of 3D printing armored concrete structure of the present invention when horizontal reinforcement structure prints
Schematic diagram.
In figure, 1- concrete shower nozzles, 2- arrangement of reinforcement heads, the upper extruding ends of 3-, extruding end under 4-.
The realization, functional characteristics and advantage of the object of the invention will be described further referring to the drawings in conjunction with the embodiments.
Embodiment
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
The present invention proposes a kind of total implementation device of 3D printing armored concrete structure.
Referring to figs. 1 to Fig. 3, in this preferred embodiment, a kind of total implementation device of 3D printing armored concrete structure,
Including carrying out the arrangement of reinforcement first 2 of arrangement of reinforcement and concrete shower nozzle 1 for casting concrete, concrete for treating casting concrete
Shower nozzle 1 is placed on outside arrangement of reinforcement first 2.
Specifically, in the present embodiment, the cylindrical structure in a ring of concrete shower nozzle 1, arrangement of reinforcement first 2 is cylindrical structure, coagulation
The axis of native shower nozzle 1 overlaps with the axis of arrangement of reinforcement first 2.The extrusion end face of arrangement of reinforcement first 2 is less than the extrusion end face of concrete shower nozzle 1,
Printed with avoiding concrete from blocking or influenceing arrangement of reinforcement first 2.
Further, the cavity of concrete shower nozzle 1 is divided into upper extruding end 3 and lower extruding end 4 provided with dividing plate.When
So, concrete shower nozzle 1 can also be divided into three or three area above to realize the accurate control to extrusion concrete region by dividing plate
System, this is not limited by the present invention.In the present embodiment, individually control is opened for upper extruding end 3 and lower extruding end 4.3D printing method
Laser melting coating formula or fusion sediment formula printing shaping can be used.The reinforcement manner of arrangement of reinforcement first 2 is 3D printing method or finished product muscle
One kind of conveying.Muscle species can be metal, inorfil or organic fiber.
Reference picture 2, when printing vertical reinforcement structure using the present apparatus, its process is as follows.
Step 1: closing concrete shower nozzle 1, arrangement of reinforcement first 2 is opened, at the uniform velocity lifts making individual layer high perpendicular during shower nozzle
Muscle is simultaneously cooled to normal temperature；
Step 2: closing arrangement of reinforcement first 2, concrete shower nozzle 1 is opened, extrusion can bury the concrete of vertical tendon height, form arrangement of reinforcement
Concrete integration package structure；
Step 3: one and two is repeated the above steps, until completing all Vertical Reinforcement concrete structures to design height；
Step 4: normally closed arrangement of reinforcement first 2, opens concrete shower nozzle 1, completes the material at other unreinforceds and pour.
Reference picture 3, when printing horizontal reinforcement structure using the present apparatus, its process is as follows.
Step 1: closing concrete shower nozzle 1, arrangement of reinforcement first 2 is opened, production unit's length is horizontal during at the uniform velocity moving shower nozzle
Muscle is simultaneously cooled to normal temperature；
Step 2: closing arrangement of reinforcement first 2, the upper extruding end 3 of concrete shower nozzle 1 is opened, extrusion can bury the concrete of horizontal arrangement of reinforcement,
Form armored concrete integration package structure；
Step 3: repeat step one and two, until completing all horizontal armored concrete structures to design length；
Step 5: normally closed arrangement of reinforcement first 2, opens concrete shower nozzle 1, completes the material at other unreinforceds and pour.
The total implementation device for the 3D printing armored concrete structure that the present embodiment proposes, its is simple in construction, flexibility
By force, the arrangement of reinforcement of horizontal, vertical reinforcement structure can be achieved and pour synchronous progress, under the operating mode that prosthetic participates in, reach building 3D
The effect that printing integratedization is built, ensure that architecture quality, improves efficiency.
A kind of present invention further propose that implementation of the total implementation device of 3D printing armored concrete structure.
In this preferred embodiment, a kind of reality of the total implementation device based on above-mentioned 3D printing armored concrete structure
Applying method, comprise the following steps：
Concrete shower nozzle is closed, opens arrangement of reinforcement head, according to construction demand movement（Including horizontal, vertical or oblique）Arrangement of reinforcement head is to make
Make reinforcing bar and be cooled to normal temperature；
Arrangement of reinforcement head is closed, opens concrete shower nozzle, extrusion can bury the concrete of current reinforcing bar, form armored concrete integration
Package structure；
Repeat the above steps until completing all armored concrete structures to design requirement；
Normally closed arrangement of reinforcement head, concrete shower nozzle is opened, the material at other unreinforceds is completed and pours.
Specifically, arrangement of reinforcement head is at the uniform velocity moved during arrangement of reinforcement.In addition, when carrying out horizontal reinforcement structure construction, arrangement of reinforcement head is closed,
The concrete of horizontal arrangement of reinforcement can be buried by opening the upper extruding end extrusion of concrete shower nozzle, form armored concrete integration parcel knot
Structure.
The total implementation method for the 3D printing armored concrete structure that the present embodiment proposes, horizontal, vertical arrangement of reinforcement can be achieved
The arrangement of reinforcement of structure and synchronous progress is poured, under the operating mode that prosthetic participates in, reaches the effect that building 3D printing integration is built,
Architecture quality is ensure that, improves efficiency.
The preferred embodiments of the present invention are these are only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure transformation that bright specification and accompanying drawing content are made, or other related technical areas are directly or indirectly used in,
Similarly it is included within the scope of the present invention.
Claims (8)
- A kind of 1. total implementation device of 3D printing armored concrete structure, it is characterised in that including for treat pour it is mixed Solidifying soil carries out the arrangement of reinforcement head of arrangement of reinforcement and the concrete shower nozzle for casting concrete, the concrete shower nozzle are placed on arrangement of reinforcement head Outside.
- 2. the total implementation device of 3D printing armored concrete structure as claimed in claim 1, it is characterised in that described mixed Native shower nozzle cylindrical structure in a ring is coagulated, the arrangement of reinforcement head is cylindrical structure, the axis of concrete shower nozzle and the axis of arrangement of reinforcement head Overlap.
- 3. the total implementation device of 3D printing armored concrete structure as claimed in claim 1, it is characterised in that described to match somebody with somebody The extrusion end face of muscle head is less than the extrusion end face of concrete shower nozzle.
- 4. the total implementation device of 3D printing armored concrete structure as claimed in claim 1, it is characterised in that described mixed The cavity for coagulating native shower nozzle is divided into upper extruding end and lower extruding end provided with dividing plate.
- 5. the total implementation device of 3D printing armored concrete structure as claimed in claim 4, it is characterised in that on described Extruding end and lower extruding end individually control unlatching.
- 6. a kind of implementation of the total implementation device of the 3D printing armored concrete structure based on described in claim 4, It is characterised in that it includes following steps：Concrete shower nozzle is closed, opens arrangement of reinforcement head, arrangement of reinforcement head is moved according to construction demand to make reinforcing bar and be cooled to normal temperature；Arrangement of reinforcement head is closed, opens concrete shower nozzle, extrusion can bury the concrete of current reinforcing bar, form armored concrete integration Package structure；Repeat the above steps until completing all armored concrete structures to design requirement；Normally closed arrangement of reinforcement head, concrete shower nozzle is opened, the material at other unreinforceds is completed and pours.
- 7. the implementation of the total implementation device of 3D printing armored concrete structure as claimed in claim 6, its feature It is, at the uniform velocity moves arrangement of reinforcement head during arrangement of reinforcement.
- 8. the implementation of the total implementation device of 3D printing armored concrete structure as claimed in claim 6, its feature It is, when carrying out horizontal reinforcement structure construction, closes arrangement of reinforcement head, horizontal stroke can be buried by opening the upper extruding end extrusion of concrete shower nozzle To the concrete of arrangement of reinforcement, armored concrete integration package structure is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710790282.3A CN107575028B (en) | 2017-09-05 | 2017-09-05 | Integrated implementation device and method for 3D printing reinforced concrete structure |
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| CN201710790282.3A CN107575028B (en) | 2017-09-05 | 2017-09-05 | Integrated implementation device and method for 3D printing reinforced concrete structure |
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| CN107575028A true CN107575028A (en) | 2018-01-12 |
| CN107575028B CN107575028B (en) | 2021-04-06 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113501699A (en) * | 2021-07-30 | 2021-10-15 | 河北工业大学 | High-toughness concrete 3D printing composite material and coordinated printing process thereof |
| CN114654558A (en) * | 2022-03-10 | 2022-06-24 | 北京理工大学 | Reinforced concrete additive manufacturing equipment and method for building |
| CN115056311A (en) * | 2022-06-09 | 2022-09-16 | 深圳大学 | Reinforcing rib preparation method for reinforced concrete structure and 3D printing system |
| CN115929038A (en) * | 2022-10-11 | 2023-04-07 | 深圳大学 | In-situ continuous reinforcement method for 3D printed concrete structure |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060035192A1 (en) * | 2001-08-29 | 2006-02-16 | Eco Technology International (2000) Limited | Milling and drying apparatus incorporating a cyclone |
| CN106313272A (en) * | 2016-10-28 | 2017-01-11 | 同济大学 | 3D printing method for adding reinforcement-ratio based directional fibers into binding materials |
| CN106671408A (en) * | 2017-03-11 | 2017-05-17 | 河南理工大学 | Novel flexible 3D bio-printing coaxial spray head and manufacturing and use method thereof |
-
2017
- 2017-09-05 CN CN201710790282.3A patent/CN107575028B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060035192A1 (en) * | 2001-08-29 | 2006-02-16 | Eco Technology International (2000) Limited | Milling and drying apparatus incorporating a cyclone |
| CN106313272A (en) * | 2016-10-28 | 2017-01-11 | 同济大学 | 3D printing method for adding reinforcement-ratio based directional fibers into binding materials |
| CN106671408A (en) * | 2017-03-11 | 2017-05-17 | 河南理工大学 | Novel flexible 3D bio-printing coaxial spray head and manufacturing and use method thereof |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113501699A (en) * | 2021-07-30 | 2021-10-15 | 河北工业大学 | High-toughness concrete 3D printing composite material and coordinated printing process thereof |
| CN113501699B (en) * | 2021-07-30 | 2022-05-06 | 河北工业大学 | High-toughness concrete 3D printing composite material and coordinated printing process thereof |
| CN114654558A (en) * | 2022-03-10 | 2022-06-24 | 北京理工大学 | Reinforced concrete additive manufacturing equipment and method for building |
| CN115056311A (en) * | 2022-06-09 | 2022-09-16 | 深圳大学 | Reinforcing rib preparation method for reinforced concrete structure and 3D printing system |
| CN115929038A (en) * | 2022-10-11 | 2023-04-07 | 深圳大学 | In-situ continuous reinforcement method for 3D printed concrete structure |
| CN115929038B (en) * | 2022-10-11 | 2023-09-15 | 深圳大学 | In-situ continuous reinforcement method for 3D printed concrete structure |
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| CN107575028B (en) | 2021-04-06 |
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