CN105908861B - A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall - Google Patents

A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall Download PDF

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Publication number
CN105908861B
CN105908861B CN201610301525.8A CN201610301525A CN105908861B CN 105908861 B CN105908861 B CN 105908861B CN 201610301525 A CN201610301525 A CN 201610301525A CN 105908861 B CN105908861 B CN 105908861B
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shell
masonry
printing
shear wall
layer
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CN105908861A (en
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葛杰
马荣全
苗冬梅
白洁
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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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
    • 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
    • E04B2/14—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
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Retaining Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention discloses a kind of arrangement of reinforcement methods of 3D printing reinforced masonry shear wall, comprising the following steps: a, is made at first layer masonry shell to the pre-buried absolute altitude of transverse steel of 3D printing；B, transverse steel is set in the top of first layer masonry shell；C, second layer masonry shell is made in the top of first layer masonry shell using 3D printing technique, is embedded in transverse steel in masonry shell；D, step b, c is repeated, masonry shell is completed；E, step a to d is repeated, multiple masonry shells are completed, multiple masonry shells are stacked to the designed elevation of shear wall；F, in installing vertical reinforcement in masonry shell.The present invention is enormously simplified site operation labour, saves working procedure, ensure that construction quality, be conducive to building industrialization using the masonry shell that 3D printing technique is integrally formed reinforced masonry instead of original concrete small size hollow building block.

Description

A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall
The present invention is that application No. is a kind of 201410437931.8 Chinese patent application " 3D printing reinforced masonry shear walls The divisional application of structure and its construction method " (applying date: on 08 29th, 2014).
Technical field
The present invention relates to a kind of shear wall more particularly to a kind of arrangement of reinforcement methods of 3D printing reinforced masonry shear wall.
Background technique
The high energy consumption of building material industry, high material-consumption, high pollution are to cause non-renewable resources interdependency height, natural money The main reason for source and big energy consumption.Therefore, realize that saving construction material reduces the object of construction industry by technological innovation Consumption, energy consumption reduce pollution of the construction industry to environment, be build a resource-conserving society with friendly environment society must It asks.
Traditional masonry structure resource consumption is big, and reinforced concrete structure is to offset the unfavorable shadow of concrete hardening bring The high phenomenons of the generally existing ratio of reinforcement such as sound, the homogenieity for improving concrete material, the ductility for improving structure.
Conventionally employed hollow masonry solid-walled structure is made up of multiple building blocks.First at the scene by building block according to Design requirement block-by-block is built, and building block vertical and horizontal arrangement of reinforcement is then configured in the block structure built, and fill in building block inner core Infuse concrete, the build shearing force wall structure of the reinforcing bars building block of formation.The structural system can be in masonry using the hollow feature of building block Inside pour the vertical and horizontal armored concrete stem to interpenetrate and collar tie beam, lintel etc. replace brick mix structure constructional column and Collar tie beam makes building have good globality, while bearing capacity with higher and anti-seismic performance.But this reinforcing bars building block is built Body shear wall structure needs scene to build, and labour's consumption is larger, and building the construction efficiency in house, it still needs further improvement.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of arrangement of reinforcement methods of 3D printing reinforced masonry shear wall, are protecting Material, manpower, time cost etc. are saved under the premise of card quality and safety, meets green construction requirement.
In order to realize the above technical effect, the invention discloses a kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall, institutes State construction method the following steps are included:
A, using 3D printing technique production shape adaptation in the shear wall first layer masonry shell to transverse steel At pre-buried absolute altitude；
B, transverse steel is set in the top of the first layer masonry shell；
C, second layer masonry shell is made in the top of the first layer masonry shell using 3D printing technique, makes the cross It is embedded in the first layer masonry shell and the second layer masonry shell respectively to the both ends of reinforcing bar；
D, step b, c is repeated, until the designed elevation of masonry shell, completes the production of masonry shell；
E, step a to d is repeated, completes the production of multiple masonry shells, and multiple masonry shells are stacked to shearing The designed elevation of wall；
F, in installing vertical reinforcement in multiple masonry shells of heap poststack.
The arrangement of reinforcement method of the 3D printing reinforced masonry shear wall, which is further improved, to be, the surface of the masonry shell It is formed with concave convex texture.
The arrangement of reinforcement method of the 3D printing reinforced masonry shear wall, which is further improved, to be, each layer masonry shell Including using integrally formed one first shell surface of 3D printing, one second shell surface and being connected to first shell surface and the second shell Two side shell surfaces of face two sides, first shell surface are parallel to each other with second shell surface, first shell surface and described second Multiple tracks skewed horizontal load rib is also connected between shell surface.
The arrangement of reinforcement method of the 3D printing reinforced masonry shear wall, which is further improved, to be, the vertical reinforcement is inserted in Between the adjacent skewed horizontal load rib in the masonry shell, the transverse steel is set to the outside of the vertical reinforcement, and The transverse steel is parallel to first shell surface and second shell surface, and the both ends of the transverse steel are embedded in described respectively In two side shell surfaces.
The present invention due to use above technical scheme, make it have it is following the utility model has the advantages that
It is made of based on the reinforced masonry shear wall of 3D printing multiple mutually folded printing masonries set, by being set mutually folded Printing masonry in configure transverse steel and vertical reinforcement, and carry out concrete in the masonry shell that printing is formed and fill the heart, shape At a kind of 3D printing reinforced masonry shear wall structure.The shell that 3D printing is formed is instead of original concrete small size hollow building Block enormously simplifies site operation labour, saves working procedure.
By the batch production printing to masonry shell, pre-buried wall transverse steel, avoids transverse steel in-site installation in advance Brought construction is inconvenient.Compared with traditional Reinforced Block Masonry Shear Wall Structure, which enormously simplifies working procedure, Construction efficiency is improved, and can guarantee construction quality, is conducive to building industrialization.
It is integrally formed masonry shell by using 3D printing technique, forms continuous asperities on the surface of masonry shell Road, increases the surface of masonry shell and the contact surface in it between note concrete increases friction compared to smooth surface Power improves bond strength, avoids shelling phenomenon.
Detailed description of the invention
Fig. 1 is that the 3D printing to be completed using the arrangement of reinforcement method in a kind of 3D printing reinforced masonry shear wall of the present invention is matched The schematic view of facade structure of muscle build shearing force wall structure.
Fig. 2 is the A-A cross-sectional view of Fig. 1.
Fig. 3 is the construction schematic diagram of first layer 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 completion of the multiple masonry shells stacking constructions of the present invention.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the present invention is described in further detail.
Referring initially to shown in Fig. 1, made for a kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall of the use present invention At 3D printing reinforced masonry shear wall structure 10, which mainly mutually folded is set by multiple Masonry shell, reinforced masonry shear wall transverse steel 12 and vertical reinforcement 13, and pour in the coagulation in masonry shell Native (non-casting concrete in figure) is constituted.Cooperate shown in Fig. 2, masonry shell is in rectangular housing, and shape adaptation is in shear wall, packet It includes using integrally formed one first shell surface 111 of 3D printing, one second shell surface 112 and is connected to the first shell surface 111 and second shell Two side shell surfaces 113 of 112 two sides of face, the first shell surface 111 are parallel to each other with the second shell surface 112, and the first shell surface 111 and second Multiple tracks skewed horizontal load rib 114 is connected between shell surface 112, further to reinforce the structural strength of masonry shell.It is beaten using 3D The surface that print technology makes molding masonry shell forms concave convex texture 14, as shown in Figure 1, increasing the inner surface of masonry shell Frictional force is increased compared to smooth inner surface with the contact surface between concrete is infused in it, bond strength is improved, avoids Shelling phenomenon.The transverse steel 12 of shear wall is parallel to the first shell surface 111 and the second shell surface 112, and the two of transverse steel 12 End is embedded in respectively in two sides shell surface 113, can be to avoid transverse direction using the pre-buried transverse steel 12 when masonry shell makes in advance Construction brought by installing after reinforcing bar 12 is inconvenient, simplifies construction.Vertical reinforcement 13 is inserted in the adjacent oblique branch in masonry shell Between stake rib 114, transverse steel 12 is set to the outside of vertical reinforcement 13.Pass through the masonry shell formed in the mutually folded printing set Middle configuration transverse steel and vertical reinforcement, and carry out concrete in the masonry shell that printing is formed and fill the heart, form a kind of 3D Print reinforced masonry shear wall structure.In the structural system, the shell that 3D printing is formed is empty instead of original concrete small size Heart building block, enormously simplifies working procedure, improves construction efficiency, is conducive to building industrialization.
In conjunction with shown in Fig. 3 to Fig. 6, to make 3D using a kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall of the present invention The construction method of reinforced masonry shear wall is printed, specific as follows:
A, pre- to transverse steel in the first layer masonry shell 11 ' of shear wall using 3D printing technique production shape adaptation It buries at absolute altitude, which includes using integrally formed one first shell surface 111 ' of 3D printing and a second shell Face 112 ', and two side shell surfaces of 112 ' two sides of the first shell surface 111 ' and the second shell surface are connected to, as shown in Figure 3；
B, twice transverse steel 12 is set in the top of first layer masonry shell 11 ', transverse steel 12 is parallel to first shell Face 111 ' and the second shell surface 112 ', the both ends of transverse steel 12 are embedded in respectively in two side shell surfaces, as shown in Figure 4；
C, second layer masonry shell 11 " is made in the top of first layer masonry shell 11 ' using 3D printing technique, makes transverse direction The both ends of reinforcing bar 12 are embedded in respectively between first layer masonry shell 11 ' and second layer masonry shell 11 ", as shown in Figure 5；
D, repeat the above steps b, c, constructs to the designed elevation of masonry shell, completes 3D printing and the arrangement of reinforcement of masonry shell Production；
E, above-mentioned steps a to d is repeated, completes the 3D printing and arrangement of reinforcement production of multiple masonry shells, and by multiple production The masonry shell of completion carries out the designed elevation for being stacked to shear wall, as shown in Figure 6；
F, in installing vertical reinforcement 13 in the masonry shell of heap poststack, vertical reinforcement 13 is inserted in adjacent in masonry shell Between skewed horizontal load rib, the inside of transverse steel 12, as shown in Figure 1；
G, after the completion of 13 binding and fixing of vertical reinforcement, in casting concrete in the masonry shell of stacking, shear wall is completed Construction.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this Invention will be using the range that the appended claims define as protection scope of the present invention.

Claims (3)

1. a kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall, which is characterized in that comprising steps of
A, pre-buried to transverse steel in the first layer masonry shell of the shear wall using 3D printing technique production shape adaptation At absolute altitude；
B, transverse steel is set in the top of the first layer masonry shell；
C, second layer masonry shell is made in the top of the first layer masonry shell using 3D printing technique, makes the lateral steel The both ends of muscle are embedded in respectively in the first layer masonry shell and the second layer masonry shell；
D, step b, c is repeated, until the designed elevation of masonry shell, completes the production of masonry shell；
E, step a to d is repeated, completes the production of multiple masonry shells, and multiple masonry shells are stacked to shear wall Designed elevation；
F, in installing vertical reinforcement in multiple masonry shells of heap poststack；
Wherein, the surface of the masonry shell is formed with concave convex texture, for increase masonry shell surface and its in infuse coagulation Contact surface between soil, increasing friction force improve bond strength.
2. the arrangement of reinforcement method of 3D printing reinforced masonry shear wall as described in claim 1, it is characterised in that: each layer block Body case include using integrally formed one first shell surface of 3D printing, one second shell surface and be connected to first shell surface with it is described Two side shell surfaces of the second shell surface two sides, first shell surface are parallel to each other with second shell surface, first shell surface and institute It states and is also connected with multiple tracks skewed horizontal load rib between the second shell surface.
3. the arrangement of reinforcement method of 3D printing reinforced masonry shear wall as claimed in claim 2, it is characterised in that: the vertical reinforcement It is inserted between the adjacent skewed horizontal load rib in the masonry shell, the transverse steel is set to the outer of the vertical reinforcement Side, and the transverse steel is parallel to first shell surface and second shell surface, the both ends of the transverse steel are buried respectively In in described two side shell surfaces.
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CN201610301525.8A CN105908861B (en) 2014-08-29 2014-08-29 A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall
CN201410437931.8A CN104264862B (en) 2014-08-29 2014-08-29 3D printing reinforcement masonry shear wall structure and construction method thereof

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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
CN201610300092.4A Active CN105926802B (en) 2014-08-29 2014-08-29 A kind of reinforcement structure of 3D printing reinforced masonry shear wall structure
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
CN201410437931.8A Active CN104264862B (en) 2014-08-29 2014-08-29 3D printing reinforcement masonry shear wall structure and construction method thereof
CN201610300128.9A Active CN105971160B (en) 2014-08-29 2014-08-29 A method of prevent 3D printing reinforced masonry shear wall from shelling
CN201610301524.3A Active CN105926804B (en) 2014-08-29 2014-08-29 A kind of reinforcement means 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
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
CN201610301523.9A Active CN105971159B (en) 2014-08-29 2014-08-29 A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall

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CN201610300128.9A Active CN105971160B (en) 2014-08-29 2014-08-29 A method of prevent 3D printing reinforced masonry shear wall from shelling
CN201610301524.3A Active CN105926804B (en) 2014-08-29 2014-08-29 A kind of reinforcement means 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
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
CN201610301523.9A Active CN105971159B (en) 2014-08-29 2014-08-29 A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall

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