CN105971159B - A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall - Google Patents

A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall Download PDF

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Publication number
CN105971159B
CN105971159B CN201610301523.9A CN201610301523A CN105971159B CN 105971159 B CN105971159 B CN 105971159B CN 201610301523 A CN201610301523 A CN 201610301523A CN 105971159 B CN105971159 B CN 105971159B
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shell
masonry
transverse steel
printing
shear wall
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CN105971159A (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
    • E04B2/16—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

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

Abstract

The invention discloses the masonry shell mechanisms in a kind of 3D printing reinforced masonry shear wall, including using the integrally formed multi-story masonry shell of 3D printing, transverse steel is equipped between masonry shell described in adjacent two layers, the both ends of the transverse steel are embedded in respectively in masonry shell described in adjacent two layers.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 masonry shell mechanism in 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 the masonry shell knots in a kind of shear wall more particularly to a kind of 3D printing reinforced masonry shear wall Structure.
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 the masonry shell knots in a kind of 3D printing reinforced masonry shear wall Structure saves material, manpower, time cost etc. under the premise of guaranteeing quality and safety, meets green construction requirement.
In order to realize the above technical effect, the invention discloses the masonry shell knots in a kind of 3D printing reinforced masonry shear wall Structure, including the integrally formed multi-story masonry shell of 3D printing is used, transverse steel is equipped between masonry shell described in adjacent two layers, The both ends of the transverse steel are embedded in respectively in masonry shell described in adjacent two layers.
Masonry shell mechanism in the reinforced masonry shear wall, which further improves, to be, the surface of the masonry shell It is formed with concave convex texture.
Masonry shell mechanism in the reinforced masonry shear wall, which further improves, 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.
Masonry shell mechanism in the reinforced masonry shear wall, which further improves, to be, further includes being inserted in multilayer institute The vertical reinforcement in masonry shell is stated, the vertical reinforcement is inserted between the adjacent skewed horizontal load rib, the transverse steel Set on the outside of the vertical reinforcement, and the transverse steel is parallel to first shell surface and second shell surface, the cross It is embedded in described two side shell surfaces respectively to the both ends of reinforcing bar.
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 to be completed using the masonry shell mechanism in a kind of 3D printing reinforced masonry shear wall of the present invention is beaten Print the schematic view of facade structure of reinforced masonry shear 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, for using the masonry shell mechanism in a kind of 3D printing reinforced masonry shear wall of the present invention The 3D printing reinforced masonry shear wall structure 10 to complete, the 3D printing reinforced masonry shear wall structure 10 is mainly by multiple phases The mutually transverse steel 12 and vertical reinforcement 13 of the folded masonry shell set, reinforced masonry shear wall, and pour in masonry shell Concrete (non-casting concrete in figure) constitute.Cooperate shown in Fig. 2, masonry shell is in rectangular housing, and shape adaptation is in cutting Power wall, including using integrally formed one first shell surface 111 of 3D printing, one second shell surface 112 and be connected to the first shell surface 111 with Two side shell surfaces 113 of 112 two sides of the second shell surface, the first shell surface 111 are parallel to each other with the second shell surface 112, and the first shell surface 111 It is connected with multiple tracks skewed horizontal load rib 114, further between the second shell surface 112 to reinforce the structural strength of masonry shell.It is adopting Concave convex texture 14 is formed with the surface that 3D printing technique makes molding masonry shell, as shown in Figure 1, increasing masonry shell Inner surface and the contact surface in it between note concrete increase frictional force compared to smooth inner surface, improve in conjunction with strong Degree, 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 transverse steel 12 both ends are embedded in respectively in two sides shell surface 113, using the pre-buried transverse steel 12 when masonry shell makes in advance, can be kept away Brought construction inconvenience is installed after exempting from transverse steel 12, simplifies construction.Vertical reinforcement 13 is inserted in adjacent in masonry shell Between skewed horizontal load rib 114, transverse steel 12 is set to the outside of vertical reinforcement 13.Pass through the block formed in the mutually folded printing set Transverse steel and vertical reinforcement are configured in body case, and carries out concrete in the masonry shell that printing is formed and fills the heart, are formd A kind of 3D printing reinforced masonry shear wall structure.In the structural system, the shell that 3D printing is formed is instead of original concrete Small-sized hollow building block enormously simplifies working procedure, improves construction efficiency, is conducive to building industrialization.
In conjunction with shown in Fig. 3 to Fig. 6, for using the masonry shell mechanism production in 3D printing reinforced masonry shear wall of the present invention The construction method of 3D printing reinforced masonry shear wall, 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. the masonry shell mechanism in a kind of 3D printing reinforced masonry shear wall, it is characterised in that: including using 3D printing one Molding multi-story masonry shell is equipped with transverse steel, the both ends point of the transverse steel between masonry shell described in adjacent two layers It is not embedded in masonry shell described in adjacent two layers；
Wherein, the transverse steel is set between the masonry shell described in adjacent two layers by following steps, comprising:
A. using 3D printing technique production shape adaptation in shear wall first layer masonry shell to transverse steel pre-buried absolute altitude Place；
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, makes the both ends of transverse steel It is embedded between first layer masonry shell and second layer masonry shell；
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 masonry shell mechanism in 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 masonry shell mechanism in reinforced masonry shear wall as claimed in claim 2, it is characterised in that: further include being inserted in Vertical reinforcement in masonry shell described in multilayer, the vertical reinforcement are inserted between the adjacent skewed horizontal load rib, the cross The outside of the vertical reinforcement is set to reinforcing bar, and the transverse steel is parallel to first shell surface and second shell surface, The both ends of the transverse steel are embedded in respectively in described two side shell surfaces.
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CN201610301523.9A CN105971159B (en) 2014-08-29 2014-08-29 A kind of masonry shell mechanism in 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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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
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
CN201610300128.9A Active CN105971160B (en) 2014-08-29 2014-08-29 A method of prevent 3D printing reinforced masonry shear wall from shelling
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
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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CN201410437931.8A Active CN104264862B (en) 2014-08-29 2014-08-29 3D printing reinforcement masonry shear wall structure and construction method thereof
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
CN201610300128.9A Active CN105971160B (en) 2014-08-29 2014-08-29 A method of prevent 3D printing reinforced masonry shear wall from shelling
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

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CN105926802B (en) 2018-05-08
CN105908861A (en) 2016-08-31
CN105908862A (en) 2016-08-31
CN105926803B (en) 2019-01-04
CN104264862B (en) 2017-01-11
CN105908862B (en) 2019-01-04
CN105926802A (en) 2016-09-07
CN104264862A (en) 2015-01-07
CN105908860A (en) 2016-08-31
CN105926804A (en) 2016-09-07
CN105908861B (en) 2019-01-04
CN105926803A (en) 2016-09-07
CN105971159A (en) 2016-09-28
CN105971160B (en) 2019-01-04
CN105971160A (en) 2016-09-28
CN105926804B (en) 2018-02-06
CN105908860B (en) 2018-05-25

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