CN105926802A - Reinforcement structure of 3D printed reinforced masonry shear wall structure - Google Patents
Reinforcement structure of 3D printed reinforced masonry shear wall structure Download PDFInfo
- Publication number
- CN105926802A CN105926802A CN201610300092.4A CN201610300092A CN105926802A CN 105926802 A CN105926802 A CN 105926802A CN 201610300092 A CN201610300092 A CN 201610300092A CN 105926802 A CN105926802 A CN 105926802A
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- masonry
- shell
- shear wall
- face
- wall structure
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000010146 3D printing Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 238000007639 printing Methods 0.000 claims description 12
- 238000000465 moulding Methods 0.000 claims description 7
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 5
- 238000010586 diagram Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 3
- 238000005304 joining Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/20—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y10/00—Processes of additive manufacturing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y80/00—Products made by additive manufacturing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0295—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is equal to the wall thickness
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Retaining Walls (AREA)
- Producing Shaped Articles From Materials (AREA)
Abstract
The invention discloses a reinforcement structure of a 3D printed reinforced masonry shear wall structure. The reinforced masonry shear wall structure comprises a plurality of masonry shells and concrete poured in the masonry shells, and the masonry shells are integrally formed through 3D printing and are mutually overlaid. The reinforcement structure comprises transverse reinforcing steel bars and vertical reinforcing steel bars, wherein the transverse reinforcing steel bars are buried in the masonry shells during 3D printing of the masonry shells, and the vertical reinforcing steel bars are inserted into the masonry shells before the concrete is poured. The two ends of each transverse reinforcing steel bar are buried in the corresponding masonry shells. The masonry shells of a reinforced masonry are integrally formed through the 3D printing technology and replace original small hollow concrete building blocks, so that site operation manpower is greatly simplified, the number of construction procedures is reduced, building quality is guaranteed, and building industrialization is facilitated.
Description
The present invention is Chinese patent application " a kind of 3D printing arrangement of reinforcement block of Application No. 201410437931.8
Body shear wall structure and construction method thereof " divisional application of (applying date: on 08 29th, 2014).
Technical field
The present invention relates to a kind of shear wall, particularly relate to a kind of 3D and print the arrangement of reinforcement of reinforced masonry shear wall structure
Structure.
Background technology
The high energy consumption of building material industry, high material-consumption, high pollution, be cause non-renewable resources interdependency high,
Natural resources and the big main cause of energy consumption.Therefore, realize saving Building wood by technological innovation
Material reduces the material consumption of building industry, energy consumption, reduces the building industry pollution to environment, is Resources for construction economizing type society
Can be with the inevitable requirement of friendly environment society.
Traditional masonry structure resource consumption is big, and reinforced concrete structure is to offset concrete hardening to bring
Adverse effect, improve the homogeneity of concrete material, improving the ductility etc. of structure, generally to there is the ratio of reinforcement high
Phenomenon.
Conventionally employed hollow masonry solid-walled structure, is consisted of multiple building blocks.To build the most at the scene
According to design, block requires that block-by-block is built, then configure building block vertical and horizontal arrangement of reinforcement in the block structure built,
And at building block inner core concrete perfusion, the build shearing force wall structure of the reinforcing bars building block of formation.This structural system profit
With the hollow feature of building block can pour inside masonry armored concrete stem stem that vertical and level interpenetrates with
Collar tie beam, lintel etc. replace constructional column and the collar tie beam of brick mix structure, make building have good globality, with
Time there is higher bearing capacity and anti-seismic performance.But this Reinforced Block Masonry Shear Wall Structure needs scene to build
Building, labour force consumes relatively big, and the efficiency of construction building house need to improve further.
Summary of the invention
The technical problem to be solved is to provide a kind of 3D and prints the arrangement of reinforcement of reinforced masonry shear wall structure
Structure, saves material, manpower, time cost etc. on the premise of ensureing quality and safety, meets green
Construction requirement.
For realizing above-mentioned technique effect, the invention discloses a kind of 3D and print joining of reinforced masonry shear wall structure
Muscle structure, described reinforced masonry shear wall structure includes using the printing integrated molding of 3D and mutually folded sets
Multiple masonry shells and pour the concrete in multiple described masonry shells；Described reinforcement structure bag
Include and be embedded in the transverse steel in described masonry shell and in pouring when 3D prints described masonry shell
The vertical reinforcement in multiple described masonry shell, the two of described transverse steel it are inserted in before described concrete
End is embedded in described masonry shell respectively.
Described 3D prints the reinforcement structure of reinforced masonry shear wall structure and is further improved by, described masonry
The surface of shell is formed with concave convex texture.
Described 3D prints the reinforcement structure of reinforced masonry shear wall structure and is further improved by, each institute
State masonry shell to include using one first shell face of the printing integrated molding of 3D, one second shell face and being connected to described
First shell face and the shell face, two sides of described second both sides, shell face, described first shell face and described second shell face phase
The most parallel, it is also associated with multiple tracks skewed horizontal load rib between described first shell face and described second shell face.
Described 3D print reinforced masonry shear wall structure reinforcement structure be further improved by, described vertically
Reinforcing bar is inserted between the adjacent described skewed horizontal load rib in described masonry shell, and institute is located at by described transverse steel
State the outside of vertical reinforcement, and described transverse steel is parallel to described first shell face and described second shell face, institute
The two ends stating transverse steel are embedded in shell face, said two side respectively.
Due to the fact that and have employed above technical scheme so that it is have the advantages that
The reinforced masonry shear wall printed based on 3D is made up of, by phase the most folded multiple printing masonries set
The most folded printing masonry set configures transverse steel and vertical reinforcement, and enters in printing the masonry shell formed
Row concrete fills the heart, defines a kind of 3D and prints reinforced masonry shear wall structure.3D prints the housing formed and takes
For original concrete small size hollow building block, enormously simplify site operation labour force, save construction work
Sequence.
By the batch production of masonry shell is printed, the most pre-buried body of wall transverse steel, it is to avoid transverse steel is existing
The construction inconvenience brought is installed in field.Compared with traditional Reinforced Block Masonry Shear Wall Structure, this system is big
Simplify greatly working procedure, improve efficiency of construction, and ensure that construction quality, beneficially building industry
Change.
By using 3D printing technique one-body molded masonry shell, the surface of masonry shell forms continuous print
Concave convex texture, adds the surface of masonry shell and notes the contact surface between concrete in it, comparing smooth
Surface, increases frictional force, improves bond strength, it is to avoid shelling phenomenon.
Accompanying drawing explanation
Fig. 1 is that the reinforcement structure using a kind of 3D of the present invention to print reinforced masonry shear wall structure completes
3D print reinforced masonry shear wall structure facade structures schematic diagram.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the construction schematic diagram of ground floor masonry shell of the present invention.
Fig. 4 is the placement construction schematic diagram of transverse steel of the present invention.
Fig. 5 is the construction schematic diagram of second layer masonry shell of the present invention.
Fig. 6 is the schematic diagram after the present invention multiple masonry shell stacking has been constructed.
Detailed description of the invention
Below in conjunction with the accompanying drawings and detailed description of the invention the present invention is further detailed explanation.
Referring initially to shown in Fig. 1, for using a kind of 3D of the present invention to print the arrangement of reinforcement of reinforced masonry shear wall structure
The 3D that structure fabrication completes prints reinforced masonry shear wall structure 10, and this 3D prints reinforced masonry shear wall knot
Structure 10 is mainly by the most folded multiple masonry shell, the transverse steel 12 of reinforced masonry shear wall and the vertical steels set
Muscle 13, and pour concrete (non-casting concrete in the figure) composition in masonry shell.Coordinate Fig. 2 institute
Showing, the rectangular housing of masonry shell, its shape adaptation is in shear wall, including using the printing integrated molding of 3D
One first shell face 112, shell face 111,1 second and be connected to the first shell face 111 and two of the second both sides, shell face 112
Shell face, side 113, the first shell face 111 is parallel to each other with the second shell face 112, and the first shell face 111 and the second shell face 112
Between connect further and have multiple tracks skewed horizontal load rib 114, to strengthen the structural strength of masonry shell.Using 3D
Printing technique makes the surface of the masonry shell of molding and forms concave convex texture 14, as it is shown in figure 1, add masonry
Contact surface between the inner surface of shell and its interior note concrete, compares smooth inner surface, increases friction
Power, improves bond strength, it is to avoid shelling phenomenon.The transverse steel 12 of shear wall is parallel to the first shell face
111 and the second shell face 112, and the two ends of transverse steel 12 are embedded in shell face, both sides 113 respectively, use in advance
The pre-buried transverse steel 12 when masonry shell makes, installs the construction brought after can avoiding transverse steel 12
Inconvenience, simplifies construction.Between the adjacent skewed horizontal load rib 114 that vertical reinforcement 13 is inserted in masonry shell, horizontal
The outside of vertical reinforcement 13 it is located to reinforcing bar 12.By joining in the most folded masonry shell printing formation set
Put transverse steel and vertical reinforcement, and in printing the masonry shell formed, carry out the concrete filling heart, define
A kind of 3D prints reinforced masonry shear wall structure.In this structural system, 3D prints the housing formed and instead of former
The concrete small size hollow building block come, enormously simplify working procedure, improves efficiency of construction, be conducive to building
Build industrialization.
In conjunction with shown in Fig. 3 to Fig. 6, for using a kind of 3D of the present invention to print joining of reinforced masonry shear wall structure
Muscle structure fabrication 3D prints the construction method of reinforced masonry shear wall, specific as follows:
A, employing 3D printing technique make the shape adaptation ground floor masonry shell 11 ' in shear wall to horizontal steel
At the pre-buried absolute altitude of muscle, this ground floor masonry shell 11 ' includes the one first shell face using the printing integrated molding of 3D
111 ' and one second shell face 112 ', and it is connected to the first shell face 111 ' and two sides of the second both sides, shell face 112 '
Shell face, as shown in Figure 3；
B, arranging twice transverse steel 12 in the top of ground floor masonry shell 11 ', transverse steel 12 is parallel to
One shell face 111 ' and the second shell face 112 ', the two ends of transverse steel 12 are embedded in shell face, two sides respectively, such as figure
Shown in 4；
C, employing 3D printing technique make second layer masonry shell 11 in the top of ground floor masonry shell 11 ' ",
The two ends making transverse steel 12 are embedded in ground floor masonry shell 11 ' and second layer masonry shell 11 respectively " between,
As shown in Figure 5；
D, repeat the above steps b, c, construct to the designed elevation of masonry shell, and the 3D completing masonry shell beats
Print and the making of arrangement of reinforcement；
E, repeat above-mentioned steps a to d, complete the 3D of multiple masonry shell and print and arrangement of reinforcement makes, and will be many
The individual masonry shell completed carries out being stacked to the designed elevation of shear wall, as shown in Figure 6；
F, in the masonry shell of heap poststack install vertical reinforcement 13, vertical reinforcement 13 is inserted in masonry shell
Adjacent skewed horizontal load rib between, the inner side of transverse steel 12, as shown in Figure 1；
G, after vertical reinforcement 13 colligation has been fixed, in stacking masonry shell in casting concrete, complete
The construction of shear wall.
Being described in detail the present invention above in association with accompanying drawing embodiment, those skilled in the art can
According to the above description the present invention is made many variations example.Thus, some details in embodiment should not be constituted
Limitation of the invention, the present invention by the scope that defines using appended claims as the protection model of the present invention
Enclose.
Claims (4)
1. the reinforcement structure of a 3D printing reinforced masonry shear wall structure, it is characterised in that: described
Reinforced masonry shear wall structure includes using outside the printing integrated molding of 3D and the most folded multiple masonries set
Shell and pour the concrete in multiple described masonry shells；Described reinforcement structure is included in 3D and beats
The transverse steel in described masonry shell it is embedded in and in pouring described coagulation when printing described masonry shell
Being inserted in the vertical reinforcement in multiple described masonry shell before soil, the two ends of described transverse steel are buried respectively
It is located in described masonry shell.
2. 3D as claimed in claim 1 prints the reinforcement structure of reinforced masonry shear wall structure, its
It is characterised by: the surface of described masonry shell is formed with concave convex texture.
3. 3D as claimed in claim 2 prints the reinforcement structure of reinforced masonry shear wall structure, its
Be characterised by: described masonry shell include using one first shell face of the printing integrated molding of 3D, one the
Two shell faces and be connected to the shell face, two sides in described first shell face and described second both sides, shell face, described
One shell face is parallel to each other with described second shell face, also connects between described first shell face and described second shell face
It is connected to multiple tracks skewed horizontal load rib.
4. 3D as claimed in claim 3 prints the reinforcement structure of reinforced masonry shear wall structure, its
Be characterised by: the adjacent described skewed horizontal load rib that described vertical reinforcement is inserted in described masonry shell it
Between, the outside of described vertical reinforcement is located at by described transverse steel, and described transverse steel is parallel to described
First shell face and described second shell face, the two ends of described transverse steel are embedded in said two side shell respectively
In face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610300092.4A CN105926802B (en) | 2014-08-29 | 2014-08-29 | A kind of reinforcement structure of 3D printing reinforced masonry shear wall structure |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610300092.4A CN105926802B (en) | 2014-08-29 | 2014-08-29 | A kind of reinforcement structure of 3D printing reinforced masonry shear wall structure |
| CN201410437931.8A CN104264862B (en) | 2014-08-29 | 2014-08-29 | 3D printing reinforcement masonry shear wall structure and construction method thereof |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410437931.8A Division CN104264862B (en) | 2014-08-29 | 2014-08-29 | 3D printing reinforcement masonry shear wall structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105926802A true CN105926802A (en) | 2016-09-07 |
| CN105926802B CN105926802B (en) | 2018-05-08 |
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Family Applications (9)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610301525.8A Active CN105908861B (en) | 2014-08-29 | 2014-08-29 | A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall |
| CN201610301481.9A Active CN105908860B (en) | 2014-08-29 | 2014-08-29 | A kind of ruggedized construction of 3D printing reinforced masonry shear wall |
| CN201610301523.9A Active CN105971159B (en) | 2014-08-29 | 2014-08-29 | A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall |
| CN201610300128.9A Active CN105971160B (en) | 2014-08-29 | 2014-08-29 | A method of prevent 3D printing reinforced masonry shear wall from shelling |
| CN201610300092.4A Active CN105926802B (en) | 2014-08-29 | 2014-08-29 | A kind of reinforcement structure of 3D printing reinforced masonry shear wall structure |
| CN201610301538.5A Active CN105908862B (en) | 2014-08-29 | 2014-08-29 | A kind of production method of masonry shell in 3D printing reinforced masonry shear wall |
| CN201610301524.3A Active CN105926804B (en) | 2014-08-29 | 2014-08-29 | A kind of reinforcement means of 3D printing reinforced masonry shear wall |
| CN201410437931.8A Active CN104264862B (en) | 2014-08-29 | 2014-08-29 | 3D printing reinforcement masonry shear wall structure and construction method thereof |
| CN201610301467.9A Active CN105926803B (en) | 2014-08-29 | 2014-08-29 | A kind of 3D printing reinforced masonry shear wall structure with concave convex texture |
Family Applications Before (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610301525.8A Active CN105908861B (en) | 2014-08-29 | 2014-08-29 | A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall |
| CN201610301481.9A Active CN105908860B (en) | 2014-08-29 | 2014-08-29 | A kind of ruggedized construction of 3D printing reinforced masonry shear wall |
| CN201610301523.9A Active CN105971159B (en) | 2014-08-29 | 2014-08-29 | A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall |
| CN201610300128.9A Active CN105971160B (en) | 2014-08-29 | 2014-08-29 | A method of prevent 3D printing reinforced masonry shear wall from shelling |
Family Applications After (4)
| Application Number | Title | Priority Date | Filing Date |
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| CN201610301538.5A Active CN105908862B (en) | 2014-08-29 | 2014-08-29 | A kind of production method of masonry shell in 3D printing reinforced masonry shear wall |
| CN201610301524.3A Active CN105926804B (en) | 2014-08-29 | 2014-08-29 | A kind of reinforcement means of 3D printing reinforced masonry shear wall |
| CN201410437931.8A Active CN104264862B (en) | 2014-08-29 | 2014-08-29 | 3D printing reinforcement masonry shear wall structure and construction method thereof |
| CN201610301467.9A Active CN105926803B (en) | 2014-08-29 | 2014-08-29 | A kind of 3D printing reinforced masonry shear wall structure with concave convex texture |
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Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003003A (en) * | 2015-06-13 | 2015-10-28 | 刘政辰 | 3D printing self heat insulation wall body and preparing method of 3D printing self heat insulation wall body |
| FI11281U1 (en) * | 2016-02-24 | 2016-06-13 | Erik Ahto Oy | Modular Scaffolding |
| CN105756187A (en) * | 2016-03-22 | 2016-07-13 | 华南理工大学 | 3d printing process and concrete combined building structure and construction method |
| CN105965664B (en) * | 2016-05-04 | 2018-03-20 | 河海大学 | A kind of prestressed pile 3D printing system and its application method |
| ES2660830B1 (en) * | 2016-08-26 | 2019-01-09 | Garcia Galadi Irma | METHOD FOR THE REALIZATION OF RESISTANT ELEMENTS IN CONSTRUCTION |
| CN107035149A (en) * | 2017-05-17 | 2017-08-11 | 都书鹏 | Without mould 3D printing casting concrete technique and application |
| CN109531772B (en) * | 2018-12-07 | 2021-06-18 | 中国建筑材料科学研究总院有限公司 | Equipment and method for preparing building structures based on 3D printing |
| CN109531770B (en) * | 2018-12-07 | 2021-03-16 | 中国建筑材料科学研究总院有限公司 | Equipment and method for preparing building structure based on 3D printing |
| CN110042956A (en) * | 2019-06-05 | 2019-07-23 | 南京嘉翼建筑科技有限公司 | A kind of right angle 3D printing component longitudinal direction cloth muscle construction technology |
| CN110370422A (en) * | 2019-06-28 | 2019-10-25 | 浙江大学 | A kind of method of reinforcement 3D mixing printing shear wall |
| CN111648519A (en) * | 2020-05-06 | 2020-09-11 | 浙江大学 | A 3D-printed Lego-style space-inlaid masonry and structural construction method |
| CN112227752B (en) * | 2020-10-26 | 2022-07-19 | 临沂天鑫建筑加固工程有限公司 | Precast shear wall reinforced structure |
| CN112323966A (en) * | 2020-11-25 | 2021-02-05 | 广州容柏生建筑工程设计咨询有限公司 | 3D printing reinforced concrete stressed member and printing method |
| CN114656225B (en) * | 2022-02-24 | 2022-09-23 | 东南大学 | A method for preparing 3D printed concrete |
| CN116815954B (en) * | 2023-08-24 | 2023-11-03 | 中国建筑第五工程局有限公司 | 3D printed steel rib concrete wall structure and preparation method thereof |
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| CN105926803B (en) | 2019-01-04 |
| CN105908860A (en) | 2016-08-31 |
| CN105908862B (en) | 2019-01-04 |
| CN105971159A (en) | 2016-09-28 |
| CN104264862B (en) | 2017-01-11 |
| CN105926802B (en) | 2018-05-08 |
| CN105908860B (en) | 2018-05-25 |
| CN105908862A (en) | 2016-08-31 |
| CN105971160B (en) | 2019-01-04 |
| CN105971160A (en) | 2016-09-28 |
| CN104264862A (en) | 2015-01-07 |
| CN105926804A (en) | 2016-09-07 |
| CN105908861A (en) | 2016-08-31 |
| CN105971159B (en) | 2019-01-04 |
| CN105908861B (en) | 2019-01-04 |
| CN105926803A (en) | 2016-09-07 |
| CN105926804B (en) | 2018-02-06 |
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