CN106193368A - The method of attachment of reinforced masonry shear wall and insulation construction is printed based on 3D - Google Patents
The method of attachment of reinforced masonry shear wall and insulation construction is printed based on 3D Download PDFInfo
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- CN106193368A CN106193368A CN201610532123.9A CN201610532123A CN106193368A CN 106193368 A CN106193368 A CN 106193368A CN 201610532123 A CN201610532123 A CN 201610532123A CN 106193368 A CN106193368 A CN 106193368A
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- 238000000034 method Methods 0.000 title claims abstract description 32
- 238000009413 insulation Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 title claims description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 56
- 238000010146 3D printing Methods 0.000 claims abstract description 19
- 238000005266 casting Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000006978 adaptation Effects 0.000 claims description 4
- 239000012774 insulation material Substances 0.000 claims description 4
- 238000003032 molecular docking Methods 0.000 abstract description 33
- 238000004873 anchoring Methods 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 9
- 238000007639 printing Methods 0.000 description 7
- 238000005265 energy consumption Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
-
- 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
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
-
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
-
- 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
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/10—Walls having neither cavities between, nor in, the solid elements 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
-
- 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
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Ceramic Engineering (AREA)
- Acoustics & Sound (AREA)
- Producing Shaped Articles From Materials (AREA)
- Retaining Walls (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a kind of 3D and print method of attachment and the attachment structure of reinforced masonry shear wall, including: use 3D printing technique to make the first wall part and second wall part of reinforced masonry shear wall respectively, the end of described first wall part and the end of described second wall part are each formed with docking groove, in described first wall part and described second wall part, all anchoring has horizontal reinforcement, and one end of described horizontal reinforcement is protruded and forms anchored end in corresponding described docking groove；The described docking groove of described first wall part is docked with the described docking groove of described second wall part placement and forms docking space；In described first wall part, described docking space and described second wall part, vertical reinforcement is inserted at interval；And casting concrete in described first wall part, docking space and in the second wall part, form 3D and print reinforced masonry shear wall.This invention ensures that 3D prints overall anti-seismic performance and the insulation of body of wall.
Description
Technical field
The present invention relates to a kind of shear wall, particularly relate to a kind of print reinforced masonry shear wall and insulation construction based on 3D
Method of attachment.
Background technology
The high energy consumption of building material industry, high material-consumption, high pollution, be to cause non-renewable resources interdependency money high, natural
Source and the big main cause of energy consumption.Therefore, realize saving construction material by technological innovation and reduce the thing of building industry
Consumption, energy consumption, reduce the building industry pollution to environment, be build a resource-conserving society with friendly environment society must
Ask.China's " Code for design of masonry strucres " gives the method for designing of Reinforced Block Masonry Shear Wall Structure, this traditional
Built with ribbed bricks shear wall majority is made up of hollow concrete concrete block masonry, then fills the antidetonation being formed centrally entirety in building block
Wall system.This structural system needs substantial amounts of labour force that according to design, building block being required, block-by-block is built by laying bricks or stones at the construction field (site), but
Masonry quality is difficult to ensure that, efficiency of construction is low, and during construction super-long wall body structure, the segmentation of blockhouse connects also becomes a difficult problem.
Summary of the invention
The technical problem to be solved is to provide a kind of based on 3D printing reinforced masonry shear wall and insulation construction
Method of attachment, solve that prior art uses the difficult quality guarantee of traditional reinforcing bars building block, efficiency of construction low and segmentation even
Connect the problems such as difficulty, to ensure overall anti-seismic performance, and realize body of wall load-bearing with heat insulation integrated.Before ensureing quality and safety
Put and save material, manpower, time cost etc., meet green construction requirement.
For realizing above-mentioned technique effect, the invention discloses a kind of reinforced masonry shear wall printed based on 3D and insulation knot
The method of attachment of structure, including:
A, employing 3D printing technique make the shape adaptation one layer of masonry in described reinforced masonry shear wall to described level
At the pre-buried absolute altitude of reinforcing bar；This layer of masonry includes the first shell face, the second shell face and the 3rd shell face, institute arranged in parallel
State and installed horizontal support rib between the first shell face and described second shell face；
B, horizontal reinforcement is set in the top of this layer of masonry so that one end of described horizontal reinforcement is stretched out this layer of masonry and formed
Described anchored end；In the top of this layer of masonry, Z-shape steel muscle is set, described Z-shape steel muscle is layed in described first shell face, described
On two shell faces and described 3rd shell face；
C, employing 3D printing technique make one layer of masonry in the top of this layer of masonry, make the other end anchor of described horizontal reinforcement
Being fixed in this two-layer masonry, described Z-shape steel muscle is also anchored in this two-layer masonry；
D, repetition step b, c, to the designed elevation of reinforced masonry shear wall；
Between described first shell face and described second shell face, insert vertical reinforcement casting concrete build to form arrangement of reinforcement
Body shear wall；
Insulation material is filled to form insulation construction between described second shell face and described 3rd shell face.
Further improvement is that of the method for attachment of the reinforced masonry shear wall that the present invention prints based on 3D and insulation construction,
Described Z-shape steel muscle includes interconnective first paragraph, second segment and the 3rd section；
Described first paragraph is located on described first shell face；
Described second segment is located on described horizontal support rib；
Described 3rd section is located on described 3rd shell face.
Due to the fact that and have employed above technical scheme so that it is have the advantages that
Thering is provided a kind of 3D to print the method for attachment of reinforced masonry shear wall and insulation construction, this type of attachment is simple, construction
Convenient, wall integrity is good, it is ensured that 3D prints the overall anti-seismic performance of body of wall；Again can external thermal insulation, it is achieved that body of wall load-bearing with
Heat insulation integrated 3D printing technique.
The reinforced masonry shear wall printed based on 3D is made up of the most folded multiple printing masonries set, by setting the most folded
Printing masonry in configuration level reinforcing bar and vertical reinforcement, and print formed masonry in carry out concrete fill the heart, define
A kind of 3D prints reinforced masonry shear wall structure.3D prints the wall part formed and instead of original concrete small size hollow building
Block, enormously simplify site operation labour force, saves working procedure.
By using the one-body molded masonry of 3D printing technique, the surface of masonry is formed continuous print concave convex texture, increases
The surface of masonry and contact surface between note concrete in it, compare smooth surface, increase frictional force, improve combination
Intensity, it is to avoid shelling phenomenon.
Accompanying drawing explanation
Fig. 1 is the attachment structure horizontal profile schematic diagram that a kind of 3D of the present invention prints reinforced masonry shear wall；
Fig. 2 is the first wall part horizontal profile schematic diagram that 3D of the present invention prints reinforced masonry shear wall；
Fig. 3 is the second wall part horizontal profile schematic diagram that 3D of the present invention prints reinforced masonry shear wall；
Fig. 4 is the construction schematic diagram that 3D of the present invention prints one layer of masonry of reinforced masonry shear wall；
Fig. 5 is the placement construction schematic diagram of horizontal reinforcement of the present invention；And,
Fig. 6 is the construction schematic diagram of another layer masonry of 3D reinforced masonry shear wall of the present invention.
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.
Refering to Fig. 1, it is shown that a kind of 3D of the present invention prints the attachment structure horizontal profile schematic diagram of reinforced masonry shear wall；
The attachment structure printing reinforced masonry shear wall below in conjunction with Fig. 1 3D a kind of to the present invention illustrates.
As it is shown in figure 1, the attachment structure that 3D of the present invention prints reinforced masonry shear wall includes: 3D prints reinforced masonry shearing
Wall be mutually butted first wall part 1 and 3D print the second wall part 2 of reinforced masonry shear wall, vertical reinforcement 40,
And pour and dock with the second wall part 2 phase in first wall part the 1, second wall part 2 and the first wall part 1
Xoncrete structure in the docking space formed, the wherein end of the first wall part 1 and the end shape of the second wall part 2
Becoming to have docking groove, in the first wall part 1, anchoring has horizontal reinforcement 16, and in the second wall part 2, anchoring has horizontal reinforcement 26, and
Anchored end 161 and anchored end 261 are protruded and formed in one end of horizontal reinforcement 16 and horizontal reinforcement 26, and anchored end 161 is placed in first
In the docking groove of wall part 1, anchored end 261 is placed in the docking groove of the second wall part 2, right by the first wall part 1
The docking groove docking of access slot and the second wall part 2 is placed and is formed docking space；In the first wall part, docking space in, with
And second interval in wall part insert vertical reinforcement 40；In the first wall part 1, docking space in and the second body of wall portion
Casting concrete in dividing 2 so that the anchored end 161 of the horizontal reinforcement 16 of the first wall part 1 is anchored in the second wall part 2
In xoncrete structure, the anchored end 261 of the horizontal reinforcement 26 of the second wall part 2 is anchored in the first wall part 1 inner concrete
In structure.When casting concrete, at the gap that docking groove docking is placed, use formwork erection structure, block gap, prevent
Concrete at gap leaks.In the present embodiment, vertical reinforcement 40 is inserted at interval, it is preferable that vertical reinforcement 40 equidistantly sets
Put, but be not limited thereto, in actual applications, can be according to the size of body of wall, the quantity of vertical reinforcement, size and the side of setting thereof
Formula also can make corresponding changes.
Further, the first wall part 1 and second wall part 2 of reinforced masonry shear wall includes multi-story masonry, often
The shape adaptation of layer masonry is in reinforced masonry shear wall, and every layer of masonry all uses 3D printing technique to be formed, between two-layer masonry
It is provided with horizontal reinforcement 16 and horizontal reinforcement 26, and the first wall part of reinforced masonry shear wall is stretched out in one end of horizontal reinforcement 16
1 outer forms anchored end 161, and one end of horizontal reinforcement 26 is stretched out and formed anchoring outside the second wall part 2 of reinforced masonry shear wall
End 261, increases the first wall part 1 and the second wall part of reinforced masonry shear wall by anchored end 161 and anchored end 261
Drawknot intensity between 2.
Refering to Fig. 2, it is shown that 3D prints the horizontal profile schematic diagram of the first wall part 1 of reinforced masonry shear wall；As
Shown in Fig. 2, the first wall part 1 of 3D printing reinforced masonry shear wall includes the first shell face using the printing integrated molding of 3D
11, the second shell face 12 and be connected to the first shell face 11 and horizontal support rib 14 in the second shell face 12, the first shell face 11 and second
It is parallel to each other between shell face 12, and further connection has multiple tracks skewed horizontal load rib 15 between the first shell face 11 with the second shell face 12,
It is formed with the space of casting concrete, to strengthen the structural strength of masonry.
Horizontal reinforcement 16 is distributed between the first shell face 11 and the second shell face 12, is respectively parallel to the first shell face 11 and
Two shell faces 12, and horizontal reinforcement 16 stretches out outside the first wall part 1 of reinforced masonry shear wall, the part stretched out forms anchored end
161, anchored end 161 is placed in the docking groove of the first wall part 1 end, and anchored end 161 increases drawknot intensity.Use pre-buried water
Flat reinforcing bar 16, it is to avoid install the construction inconvenience brought afterwards, simplify construction.Typically, in the present embodiment, on each layer of masonry
It is provided with two horizontal reinforcements, it is preferable that the two horizontal reinforcement can be to be arranged in parallel, but is not limited thereto, should in reality
In with, can be according to the size of masonry, the quantity of horizontal reinforcement, size and set-up mode thereof also can make corresponding changes.
Refering to Fig. 3, it is shown that 3D prints the horizontal profile schematic diagram of the second wall part 2 of reinforced masonry shear wall；As
Shown in Fig. 3, the second wall part 2 that 3D prints reinforced masonry shear wall is identical with the structure of the first wall part 1；With reference to first
The way of wall part 1, is printed, by 3D, the various shell faces formed and ribs forms.Horizontal reinforcement 26 is distributed in the first shell face 21
With second between shell face 22, and placement in parallel.Horizontal reinforcement 26 stretches out the second wall of reinforced masonry shear wall outside shell face
Outside body portion 2, the part stretched out forms anchored end 261, and anchored end 261 is placed in the docking groove of the second wall part 2 end, anchor
Fixed end 261 increases drawknot intensity.Further, horizontal reinforcement 26 stretches out the anchoring of part in the first shell face 21 and the second shell face 22
Hold slope inwardly setting, the anchored end of the horizontal reinforcement 16 of the first wall part 1 and the horizontal reinforcement 26 of the second wall part 2
Anchored end is interlaced collides with the horizontal reinforcement 16 of the first wall part 1 for avoiding.
Shown in Fig. 1, Fig. 2 and Fig. 3,3D is printed the first wall part 1 and the second body of wall of reinforced masonry shear wall
Part 2 is transported to job site, by the docking groove of the first wall part 1 and dock with the docking groove of the second wall part 2 placement shape
Become docking space, as shown in Figure 1.Vertical reinforcement 40 is inserted in masonry, then in the 11, first shell face, the first shell face 21, second
The block that the 12, second shell face 22, shell face horizontal support rib 14, horizontal support rib 24, skewed horizontal load rib 15 and skewed horizontal load rib 25 are formed
Perfusion in vivo concrete, forms 3D and prints reinforced masonry shear wall.
Further, the first wall part 1 or second wall part 2 of reinforced masonry shear wall also includes: 3D prints skill
The 3rd shell face 13 being parallel to the second shell face 12 that art is formed, the 3rd shell face 13 and the first shell face 11 are respectively arranged on the second shell face 12
Both sides, by Z-shape steel muscle 17, the 3rd shell face 13 is connected fixing with the first shell face 11 and the second shell face 12, the 3rd shell face 13 He
Form keeping warmth space between second shell face 12, in keeping warmth space, be filled with insulation material, form the arrangement of reinforcement block with heat-insulating property
The attachment structure of body shear wall.Z-type horizontal reinforcement 17 includes interconnective first paragraph, second segment and the 3rd section, by first
Section is located in the first shell face 11, in second segment is located at horizontal support rib 14 and is partly located at the second shell face 12 and the 3rd shell face 13
Between, the 3rd section is located in the 3rd shell face 13；Thus the 3rd shell face 13 is connected into the first shell face 11 and the second shell face 12
Integrally.Typically, in the present embodiment, each layer of masonry is provided with Z-type horizontal reinforcement, it is preferable that the three of Z-type horizontal reinforcement
Form right angle between Duan, but be not limited thereto, in actual applications, can be according to the size of masonry, the number of Z-type horizontal reinforcement
Amount, size and set-up mode thereof also can make corresponding changes.
Further, form concave convex texture on the surface of the masonry using 3D printing technique to make molding, add masonry
Inner surface and contact surface between note concrete in it, compare smooth inner surface, increase frictional force, improve combination strong
Degree, it is to avoid shelling phenomenon.
Below in conjunction with shown in Fig. 1 to Fig. 3, the method for attachment that a kind of 3D of the present invention prints reinforced masonry shear wall is as follows:
3D printing technique is used to make the first wall part 1 of reinforced masonry shear wall；Specifically include following steps: use
3D printing technique makes the first wall part 1 and the second wall part 2 of filled wall, the end of the first wall part 1 respectively
Being each formed with docking groove with the end of the second wall part 2, the first wall part 1 anchoring has horizontal reinforcement 16, and horizontal reinforcement
Anchored end 161 is protruded and formed in the docking groove of the first wall part 1 in one end of 16, and in the second wall part 2, anchoring has water
Flat reinforcing bar 26, and one end of horizontal reinforcement 26 is protruded and forms anchored end 261 in the docking groove of the second wall part 2；By
The docking groove of one wall part 1 end and the docking groove docking of the second wall part 2 end are placed and are formed docking space, in first
In wall part 1, docking space and the second wall part 2, interval is inserted into vertical reinforcement 40, in the first wall part 1, right
Connect casting concrete in space and the second wall part 2, form 3D and print reinforced masonry shear wall.
Refering to Fig. 4 to Fig. 6, further, 3D printing technique is used to make the first wall part 1 or the second of filled wall
Wall part 2, specifically includes following steps:
A, as shown in Figure 4, use 3D printing technique make shape adaptation in reinforced masonry shear wall one layer of masonry 111 to
At the pre-buried absolute altitude of horizontal reinforcement 16；This layer of masonry 111 includes using one first shell face 11 of the printing integrated molding of 3D and one the
Two shell faces 12, and it is connected to the first shell face 11 and the horizontal support rib 14 in the second shell face 12 and skewed horizontal load rib 15；First shell
Face 11 and the second shell face 12 are oppositely arranged, and horizontal support rib 14 and skewed horizontal load rib 15 all prop up is located at the first shell face 11 and the second shell
Between face 12；End and the horizontal support rib 14 in the first the 11, second shell face 12, shell face enclose docking groove；
B is as it is shown in figure 5, arrange horizontal reinforcement 16 in the top of this layer of masonry；Horizontal reinforcement 16 is parallel to the first shell face 11
With the second shell face 12；The one end making horizontal reinforcement 16 is stretched out this layer of masonry and is formed anchored end 161, and anchored end 161 is placed in docking
In groove；
C, as shown in Figure 6, use 3D printing technique make one layer of masonry again in the top of this layer of masonry 111, make horizontal steel
The other end of muscle 16 is anchored in this two-layer masonry 111；
D, repetition step b, c, to the designed elevation of reinforced masonry shear wall, complete the first body of wall of reinforced masonry shear wall
Part 1 or the making of the second wall part 2；
As optional embodiment, if shear wall volume is excessive, shear wall can be divided for convenience of construction and transport
Block prints.Concrete, repeat step a to d, complete the making of multiple masonry, and carry out being stacked to shear wall by multiple masonries
Designed elevation；Further, the first wall part 1 of reinforced masonry shear wall and the surface of the second wall part 2 are formed
Concave convex texture, increases the company between the first wall part 1 and second wall part 2 of reinforced masonry shear wall by concave convex texture
Connect intensity, compare smooth inner surface, increase frictional force, improve bond strength, it is to avoid shelling phenomenon.
As a better embodiment of the present invention, the first wall part 1 and the second body of wall portion of reinforced masonry shear wall
2 are divided also to include: to use 3D printing technique to be formed in parallel with the 3rd shell face 13 in the second shell face 12, the 3rd shell face 13 and the first shell face
11 both sides being respectively arranged on the second shell face 12, by Z-shape steel muscle 17 by the 3rd shell face 13 and the first shell face 11 and the second shell face 12
Connect fixing, form keeping warmth space between the 3rd shell face 13 and the second shell face 12, in keeping warmth space, be filled with insulation material.Z-type
Horizontal reinforcement 17 includes interconnective first paragraph, second segment and the 3rd section, first paragraph is located at the first shell face 11, by second
Section is located at horizontal support rib 14, is located at the 3rd shell face 13 by the 3rd section, thus the 3rd shell face 13 and the first shell face, shell face 11 second
Couple together between 12, form the attachment structure of the reinforced masonry shear wall with heat-insulating property.
The method of attachment that a kind of 3D of the present invention prints reinforced masonry shear wall is relative with having the beneficial effect that of attachment structure
In prior art, the form of the present invention is simple, easy construction, and wall integrity is good, it is ensured that 3D prints the overall antidetonation of body of wall
Performance；Again can external thermal insulation, it is achieved that body of wall load-bearing and heat insulation integrated 3D printing technique.
The reinforced masonry shear wall printed based on 3D is made up of the most folded multiple printing masonries set, by setting the most folded
Printing masonry in configuration level reinforcing bar and vertical reinforcement, and print formed masonry in carry out concrete fill the heart, define
A kind of 3D prints reinforced masonry shear wall structure.3D prints the housing formed and instead of original concrete small size hollow building block,
Enormously simplify site operation labour force, save working procedure.
By using the one-body molded masonry of 3D printing technique, the surface of masonry is formed continuous print concave convex texture, increases
The surface of masonry and contact surface between note concrete in it, compare smooth surface, increase frictional force, improve combination
Intensity, it is to avoid shelling phenomenon.
Being described in detail the present invention above in association with accompanying drawing embodiment, those skilled in the art can be according to upper
State and bright the present invention is made many variations example.Thus, some details in embodiment should not constitute limitation of the invention, this
Invent the scope that defines using appended claims as protection scope of the present invention.
Claims (2)
1. the reinforced masonry shear wall printed based on 3D and the method for attachment of insulation construction, it is characterised in that including:
A, 3D printing technique is used to make the shape adaptation one layer of masonry in reinforced masonry shear wall to the pre-buried mark of horizontal reinforcement
Eminence；This layer of masonry includes the first shell face, the second shell face and the 3rd shell face arranged in parallel, described first shell face and
Horizontal support rib has been installed between described second shell face；B, horizontal reinforcement is set in the top of this layer of masonry so that described level
One end of reinforcing bar is stretched out this layer of masonry and is formed described anchored end；Z-shape steel muscle is set in the top of this layer of masonry, by described Z-shape steel
Muscle is layed on described first shell face, described second shell face and described 3rd shell face；
C, employing 3D printing technique make one layer of masonry in the top of this layer of masonry, make the other end of described horizontal reinforcement be anchored in
In this two-layer masonry, described Z-shape steel muscle is also anchored in this two-layer masonry；
D, repetition step b, c, to the designed elevation of reinforced masonry shear wall；
Between described first shell face and described second shell face, insert vertical reinforcement casting concrete cut to form reinforced masonry
Power wall；
Insulation material is filled to form insulation construction between described second shell face and described 3rd shell face.
2. the reinforced masonry shear wall printed based on 3D as claimed in claim 1 and the method for attachment of insulation construction, its feature
Being, described Z-shape steel muscle includes interconnective first paragraph, second segment and the 3rd section；
Described first paragraph is located on described first shell face；
Described second segment is located on described horizontal support rib；
Described 3rd section is located on described 3rd shell face.
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| CN201610532123.9A CN106193368B (en) | 2014-11-14 | 2014-11-14 | Connection method based on 3D printing reinforced masonry shear wall and insulation construction |
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| CN201410647973.4A CN104328845B (en) | 2014-11-14 | 2014-11-14 | The method of attachment of 3D printing reinforced masonry shear wall and attachment structure |
| CN201610532123.9A CN106193368B (en) | 2014-11-14 | 2014-11-14 | Connection method based on 3D printing reinforced masonry shear wall and insulation construction |
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| CN201410647973.4A Division CN104328845B (en) | 2014-11-14 | 2014-11-14 | The method of attachment of 3D printing reinforced masonry shear wall and attachment structure |
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| CN201610531725.2A Active CN106003365B (en) | 2014-11-14 | 2014-11-14 | Insulation construction based on 3D printing reinforced masonry |
| CN201610532123.9A Active CN106193368B (en) | 2014-11-14 | 2014-11-14 | Connection method based on 3D printing reinforced masonry shear wall and insulation construction |
| CN201610531850.3A Active CN106149489B (en) | 2014-11-14 | 2014-11-14 | The 3D printing reinforced masonry shear wall formed based on 3D printing masonry |
| CN201410647973.4A Active CN104328845B (en) | 2014-11-14 | 2014-11-14 | The method of attachment of 3D printing reinforced masonry shear wall and attachment structure |
| CN201610531760.4A Active CN106193365B (en) | 2014-11-14 | 2014-11-14 | The construction method of 3D printing reinforced masonry heat-preservation shear wall |
| CN201610531846.7A Active CN106193374B (en) | 2014-11-14 | 2014-11-14 | The preparation method of 3D printing reinforced masonry shear wall |
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| CN201610531725.2A Active CN106003365B (en) | 2014-11-14 | 2014-11-14 | Insulation construction based on 3D printing reinforced masonry |
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| CN201610531850.3A Active CN106149489B (en) | 2014-11-14 | 2014-11-14 | The 3D printing reinforced masonry shear wall formed based on 3D printing masonry |
| CN201410647973.4A Active CN104328845B (en) | 2014-11-14 | 2014-11-14 | The method of attachment of 3D printing reinforced masonry shear wall and attachment structure |
| CN201610531760.4A Active CN106193365B (en) | 2014-11-14 | 2014-11-14 | The construction method of 3D printing reinforced masonry heat-preservation shear wall |
| CN201610531846.7A Active CN106193374B (en) | 2014-11-14 | 2014-11-14 | The preparation method of 3D printing reinforced masonry shear wall |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN106193365B (en) | 2018-05-08 |
| CN106193374A (en) | 2016-12-07 |
| CN106003365A (en) | 2016-10-12 |
| CN106003365B (en) | 2018-05-08 |
| CN106193374B (en) | 2018-03-30 |
| CN106193365A (en) | 2016-12-07 |
| CN106193368B (en) | 2018-05-08 |
| CN106149489A (en) | 2016-11-23 |
| CN104328845B (en) | 2017-03-15 |
| CN104328845A (en) | 2015-02-04 |
| CN106149489B (en) | 2018-02-06 |
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