CN106121094B - The precast concrete shell structure of concrete shear force wall based on 3D printing - Google Patents

The precast concrete shell structure of concrete shear force wall based on 3D printing Download PDF

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Publication number
CN106121094B
CN106121094B CN201610490282.7A CN201610490282A CN106121094B CN 106121094 B CN106121094 B CN 106121094B CN 201610490282 A CN201610490282 A CN 201610490282A CN 106121094 B CN106121094 B CN 106121094B
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precast concrete
concrete shell
wall
printing
layer
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CN106121094A (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
    • 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
    • B28B1/001—Rapid manufacturing of 3D objects by additive depositing, agglomerating or laminating of material
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8605—Walls made by casting, pouring, or tamping in situ made in permanent forms without spacers
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • 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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • 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
    • 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
    • E04G21/12—Mounting of reinforcing inserts; Prestressing

Abstract

The invention discloses a kind of precast concrete shell structures of concrete shear force wall based on 3D printing, including making molding multilayer precast concrete shell using 3D printing, every layer of precast concrete shell includes using the integrally formed inner wall surface of 3D printing, a wall face and the two sides metope set on the inner wall surface and the wall face two sides, it is connected with multiple tracks tension rib between the inner wall surface and the wall face, when both ends precast concrete shell described in 3D printing of the tension rib is embedded in respectively in the inner wall surface and the wall face.The present invention prevents the mould that rises by tension rib prefabricated between the inner wall surface and wall face of precast concrete shell, and the horizontal bar of shear wall is also embedded between precast concrete shell in advance, and bring construction is inconvenient when avoiding installation after horizontal bar, simplifies construction.

Description

The precast concrete shell structure of concrete shear force wall based on 3D printing
The present invention is that application No. is the Chinese patent application of the 201410437818.X " concrete shear force walls based on 3D printing The divisional application of structure and its construction method " (applying date: on 08 29th, 2014).
Technical field
The present invention relates to the pre- of a kind of shear wall construction field more particularly to a kind of concrete shear force wall based on 3D printing Concrete casing structure processed.
Background technique
Traditional shear wall construction uses cast-in-place concrete construction, first binding shear force wall reinforcing steel bar cage, including shear wall water Flat muscle and shear wall vertical bar after the completion of steel reinforcement cage binding, install shear wall formwork in steel reinforcement cage two sides, and the template of two sides is adopted It is carried out with the mode for wearing tension rib to drawknot is drawn, to prevent the mould that rises in later period concreting process, finally in template Shear wall concrete is inside poured, the form removal after concrete final set completes construction.
Traditional cast-in-place concrete shear wall working procedure is many and diverse, and can not be adapted to fabricated reinforced concrete structure, fits It is small with range, it is unfavorable for the development of building structure.
Assembled steel reinforced concrete structure be building structure development an important directions, be conducive to building industrialization development, Raising production efficiency is energy saving and develops Green environmental-protection building.A kind of preferable assembled steel reinforced concrete structure is using outer The cast-in-place assembled steel reinforced concrete structure built of shell preformed core protects the concrete of the beam of assembled steel reinforced concrete structure, column component Sheath is prefabricated together with stirrup, forms degree of lip-rounding precast concrete shell；Shell assembly positions and after configuring main reinforcement, in pouring in shell Core concrete not only facilitates construction in this way but also saves template, is conducive to building industrialization.
But this precast reinforced concrete structure can not be suitable for applying for shear wall due to that can not install tension rib Work, therefore, it is necessary to propose how one kind installs tension rib in precast concrete shell come hair when preventing casting concrete The raw modulus problem that rises.
Summary of the invention
Technical problem to be solved by the invention is to provide one kind can prevent from rising concrete based on 3D printing of mould to cut The precast concrete shell structure of power wall saves material, manpower, time cost etc. under the premise of guaranteeing quality and safety, Meet green construction requirement.
In order to realize the above technical effect, the invention discloses a kind of concretes of concrete shear force wall based on 3D printing Native shell mechanism, including molding multilayer precast concrete shell, every layer of precast concrete shell are made using 3D printing Including using the integrally formed inner wall surface of 3D printing, a wall face and set on the inner wall surface and the two of the wall face two sides Side wall, is connected with multiple tracks tension rib between the inner wall surface and the wall face, the both ends of the tension rib 3D printing at It is embedded in respectively when precast concrete shell described in type in the inner wall surface and the wall face.
The precast concrete shell structure of the concrete shear force wall based on 3D printing, which is further improved, to be, described The both ends of tension rib are bent upward or downward.
The precast concrete shell structure of the concrete shear force wall based on 3D printing, which is further improved, to be, described The surface of precast concrete shell is formed with concave convex texture.
The precast concrete shell structure of the concrete shear force wall based on 3D printing, which is further improved, to be, is also wrapped Include the horizontal bar and vertically bind in the vertical bar on the horizontal bar that both ends are embedded in respectively in the precast concrete shell.
The precast concrete shell structure of the concrete shear force wall based on 3D printing, which is further improved, to be, described Horizontal bar is parallel to the inner wall surface and the wall face, and the both ends of the horizontal bar are embedded in respectively in the two sides metope, The vertical bar is vertically inserted in the precast concrete shell, and is bound in the inside of the horizontal bar.
The present invention due to use above technical scheme, make it have it is following the utility model has the advantages that
By using the construction of the reinforced concrete structure based on 3D printing, original pouring template is replaced to construct, with 3D printing The integrally formed precast concrete shell of technology acts not only as the mould of shear wall such as the inner wall surface and wall face of shear wall Plate, itself can also be avoided after shear wall concreting, form removal is applied as a part of shear wall, therefore Work saves working procedure, saves template, is conducive to building industrialization.
By the way that tension rib is arranged between inner wall surface and wall face when making precast shear wall inner wall surface and wall face, The mould that rises when concreting is prevented, and the horizontal bar of shear wall is also embedded between inner wall surface and wall face in advance, is avoided Construction brought by installing after horizontal bar is inconvenient, simplifies construction.
Precast concrete shell, the shape on the inner surface of precast concrete shell are integrally formed by using 3D printing technique At continuous concave convex texture, the inner surface of precast concrete shell and the contact surface in it between note concrete are increased, is compared Smooth inner surface, increases frictional force, improves bond strength, avoids shelling phenomenon.
Detailed description of the invention
Fig. 1 is using the present invention is based on the precast concrete shell structure fabrications of the concrete shear force wall of 3D printing to complete The schematic view of facade structure of concrete shear wall structure based on 3D printing.
Fig. 2 is the A-A cross-sectional view of Fig. 1.
Fig. 3 is the construction schematic diagram of first layer precast concrete shell of the present invention.
Fig. 4 is the construction schematic diagram of first layer tension rib of the present invention.
Fig. 5 is the construction schematic diagram of second layer precast concrete shell of the present invention.
Fig. 6 is the construction schematic diagram of first layer horizontal bar of the present invention.
Fig. 7 is the construction schematic diagram of third layer precast concrete shell of the present invention.
Fig. 8 is the schematic diagram after the completion of precast concrete shell construction 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, to use, the present invention is based on the precast concrete shells of the concrete shear force wall of 3D printing It is main to be somebody's turn to do the concrete shear wall structure based on 3D printing for the concrete shear wall structure based on 3D printing that structure fabrication is completed By precast concrete shell 11, shear wall tension rib 12, shear wall horizontal bar 13, shear wall vertical bar 14, and pour in prefabricated Concrete in concrete casing 11 is constituted.Cooperate shown in Fig. 2, the shape adaptation of precast concrete shell 11 is in shear wall, packet It includes using the integrally formed inner wall surface 111 of 3D printing, a wall face 112 and set on inner wall surface 111 and 112 two sides of wall face Two sides metope 113, inner wall surface 111, wall face 112 and the two sides metope 113 of precast concrete shell 11 use 3D printing technique Production molding, is formed with concave convex texture 15 on the surface of precast concrete shell 11, increases the interior of precast concrete shell 11 Surface and the contact surface in it between note concrete increase frictional force compared to smooth inner surface, improve bond strength, Avoid shelling phenomenon.Horizontal bar 13 is parallel to inner wall surface 111 and wall face 112, and the both ends of horizontal bar 13 are embedded in two respectively In side wall 113, vertical bar 14 is vertically inserted in precast concrete shell 11, and is bound in the inside of horizontal bar 13.Tension rib 12 both ends are embedded in respectively in inner wall surface 111 and wall face 112, and the both ends of tension rib 12 are bent upward or downward, are used Come the inner wall surface 111 and wall face 112 of drawknot two sides.By make shear wall precast concrete shell 11 when, prefabricated Tension rib 12 is set between the inner wall surface 111 and wall face 112 of concrete casing 11, come the mould that rises when preventing concreting Problem.When making the precast concrete shell 11 of shear wall, by 13 pre-plugged of horizontal bar of shear wall in precast concrete , can be inconvenient to avoid bring construction when being installed after horizontal bar 13 in the side wall 113 of shell 11, simplify construction.Vertical bar 14 is straight Connect and be vertically inserted between inner wall surface 111 and wall face 112, and with the horizontal bar that is embedded between inner wall surface 111 and wall face 112 in advance 13 and the mutual binding and fixing of tension rib 12.Using the construction of the reinforced concrete structure based on 3D printing, replace original pouring template Construction, the template of shear wall is acted not only as with the integrally formed precast concrete shell of 3D printing technique, itself also can It as a part of shear wall, therefore, avoids after shear wall concreting, the construction of form removal saves construction Process saves template, is conducive to building industrialization.
In conjunction with shown in Fig. 3 to Fig. 8, for using the present invention is based on the precast concrete shells of the concrete shear force wall of 3D printing The construction method of concrete shear force wall of the structure fabrication based on 3D printing, specific as follows:
A, using 3D printing technique production first layer shape adaptation in the precast concrete shell 11 ' of shear wall, this is prefabricated Concrete casing 11 ' includes using the integrally formed inner wall surface 111 ' of 3D printing and a wall face 112 ', and be connected to interior Two side walls of metope 111 ' and 112 ' two sides of wall face, as shown in Figure 3；
B, in the top of the inner wall surface 111 ' of first layer precast concrete shell 11 ' and wall face 112 ', setting first layer is drawn Tie muscle 12,12 horizontal interval of tension rib is arranged between inner wall surface 111 ' and wall face 112 ', and the both ends of tension rib 12 to Upper bending, as shown in Figure 2 and Figure 4；
C, using 3D printing technique in outside the top of first layer precast concrete shell 11 ' production second layer precast concrete Shell 11 ", the both ends for being folded upward at first layer tension rib 12 are embedded in first layer and second layer precast concrete shell respectively The junction of inner wall surface and wall face, with the inner wall surface and wall face of drawknot two sides, as shown in Figure 5；
D, first layer horizontal bar 13 is set in the top of the inner wall surface of second layer precast concrete shell 11 " and wall face, The both ends of horizontal bar 13 are respectively arranged at the top of the side wall of two sides, as shown in Figure 6；
E, using 3D printing technique in outside the top of second layer precast concrete shell 11 " production third layer precast concrete Shell 11 " ', so that the both ends of first layer horizontal bar 13 is embedded in the side wall of the second layer Yu third layer precast concrete shell two sides respectively The junction in face, as shown in Figure 7；
Above-mentioned construction is repeated, up to completion precast concrete shell to designed elevation, as shown in Figure 8；
In plugging vertical bar 14 in precast concrete shell, and vertical bar 14 is bound on horizontal bar 13 and tension rib 12, is made Horizontal bar 13 is close to the outside with vertical bar 14, as shown in Figure 1；
After the completion of the binding of vertical bar 14, in casting concrete in precast concrete shell, shear wall construction is completed.
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 (5)

1. a kind of precast concrete shell structure of the concrete shear force wall based on 3D printing, it is characterised in that: including using 3D The molding multilayer precast concrete shell of printing and making, every layer of precast concrete shell include being integrally formed using 3D printing An inner wall surface, a wall face and the two sides metope set on the inner wall surface and the wall face two sides, the inner wall surface and institute It states and is connected with multiple tracks tension rib between wall face, when both ends precast concrete shell described in 3D printing of the tension rib is distinguished It is embedded in the inner wall surface and the wall face；
Wherein, by burying the tension rib when following steps precast concrete shell described in 3D printing, comprising:
A, using 3D printing technique production first layer shape adaptation in the precast concrete shell of shear wall；
B, first layer tension rib is set in the top of the inner wall surface of first layer precast concrete shell and wall face；
C, second layer precast concrete shell is made in the top of first layer precast concrete shell using 3D printing technique, makes the The both ends that one layer of tension rib is folded upward at are embedded in first layer precast concrete shell and second layer precast concrete shell respectively Inner wall surface and wall face junction.
2. the precast concrete shell structure of the concrete shear force wall based on 3D printing, feature exist as described in claim 1 In: the both ends of the tension rib are bent upward or downward.
3. the precast concrete shell structure of the concrete shear force wall based on 3D printing, feature exist as described in claim 1 In: the surface of the precast concrete shell is formed with concave convex texture.
4. the precast concrete shell structure of the concrete shear force wall based on 3D printing, feature exist as described in claim 1 In: it further include the horizontal bar that is embedded in the precast concrete shell respectively of both ends and vertical binding on the horizontal bar Vertical bar.
5. the precast concrete shell structure of the concrete shear force wall based on 3D printing, feature exist as claimed in claim 4 In: the horizontal bar is parallel to the inner wall surface and the wall face, and the both ends of the horizontal bar are embedded in the two sides respectively In metope, the vertical bar is vertically inserted in the precast concrete shell, and is bound in the inside of the horizontal bar.
CN201610490282.7A 2014-08-29 2014-08-29 The precast concrete shell structure of concrete shear force wall based on 3D printing Active CN106121094B (en)

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CN201410437818.XA CN104153493B (en) 2014-08-29 2014-08-29 The concrete shear wall structure printed based on 3D and construction method thereof

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CN201610490281.2A Active CN106013530B (en) 2014-08-29 2014-08-29 The reinforcement structure of concrete shear force wall based on 3D printing
CN201610490270.4A Active CN105937276B (en) 2014-08-29 2014-08-29 The production method of the precast concrete shell structure of 3D printing concrete shear force wall
CN201610489562.6A Active CN106013529B (en) 2014-08-29 2014-08-29 The arrangement of reinforcement method of concrete shear force wall based on 3D printing
CN201410437818.XA Active CN104153493B (en) 2014-08-29 2014-08-29 The concrete shear wall structure printed based on 3D and construction method thereof
CN201610489565.XA Active CN106003364B (en) 2014-08-29 2014-08-29 The method for preventing the concrete shear force wall based on 3D printing from shelling
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CN201610490281.2A Active CN106013530B (en) 2014-08-29 2014-08-29 The reinforcement structure of concrete shear force wall based on 3D printing
CN201610490270.4A Active CN105937276B (en) 2014-08-29 2014-08-29 The production method of the precast concrete shell structure of 3D printing concrete shear force wall
CN201610489562.6A Active CN106013529B (en) 2014-08-29 2014-08-29 The arrangement of reinforcement method of concrete shear force wall based on 3D printing
CN201410437818.XA Active CN104153493B (en) 2014-08-29 2014-08-29 The concrete shear wall structure printed based on 3D and construction method thereof
CN201610489565.XA Active CN106003364B (en) 2014-08-29 2014-08-29 The method for preventing the concrete shear force wall based on 3D printing from shelling

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* Cited by examiner, † Cited by third party
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CN105021470B (en) * 2015-06-08 2017-12-15 中国建筑第八工程局有限公司 The test structure and method of testing of 3D printing component interlaminar shear strength
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KR101911404B1 (en) 2017-01-19 2018-12-19 연세대학교 산학협력단 Concrete extrusion apparatus for 3d printing system
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CN107901185B (en) * 2017-11-02 2019-10-22 中国建筑股份有限公司 The method and its application on 3D printing concrete wall surface
CN108193798A (en) * 2018-01-29 2018-06-22 上海言诺建筑材料有限公司 3D printing wall element, walling system and its manufacturing method
CN108407040B (en) * 2018-01-30 2020-01-14 南京肯信精密机器制造有限公司 3D printing process with anchor plate component
CN109881630A (en) * 2019-04-09 2019-06-14 济南栋源水泥制品有限公司 A kind of processing technology of assembled basin dam and basin dam monomer
CN110370422A (en) * 2019-06-28 2019-10-25 浙江大学 A kind of method of reinforcement 3D mixing printing shear wall
DE102019131051A1 (en) * 2019-11-18 2021-05-20 AEDITIVE GmbH Process for the production of a reinforced concrete component, reinforced concrete component and production system
CN111015891B (en) * 2019-12-02 2020-11-17 浙江大学 Interlayer embedding and binding method for 3D printed concrete structure
CN111561081A (en) * 2020-05-20 2020-08-21 张建国 Concrete shear wall structure based on 3D printing and construction method thereof
DE102020132141A1 (en) * 2020-12-03 2022-06-09 Universität Kassel, Körperschaft des öffentlichen Rechts Wall structure of a building and method for producing such a wall structure
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CN115217271B (en) * 2022-05-31 2023-11-17 中国建筑材料科学研究总院有限公司 A muscle material and device for strengthening 3D prints concrete wholeness

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831970A (en) * 2010-02-10 2010-09-15 黄靓 Integrally assembled wallboard wall and construction method thereof
EP2439352A1 (en) * 2010-10-07 2012-04-11 FEHR Groupe Permanent formwork wall with connecting cablet
CN202787577U (en) * 2012-07-12 2013-03-13 南京工业大学 Prefabricating wall outer shell structure of reinforced concrete superimposition shear wall

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2891931B2 (en) * 1996-03-29 1999-05-17 戸田建設株式会社 Formwork for building concrete structures
CN2527615Y (en) * 2001-12-30 2002-12-25 北京城建耐泰安建材有限责任公司 Heat insulating bearing wall construction member need no removal of mould
CN1399047A (en) * 2002-08-13 2003-02-26 张晶廷 3D structural building and its industrialized construction process
CN1242136C (en) * 2004-11-05 2006-02-15 朱秦江 Composite heat insulation concrete shear wall and its construction method
US8357323B2 (en) * 2008-07-16 2013-01-22 Siemens Energy, Inc. Ceramic matrix composite wall with post laminate stitching
CN102182317A (en) * 2011-03-18 2011-09-14 北京华美科博科技发展有限公司 Concrete spray steel mesh sandwich formwork cast-in-place shear wall construction method and shear wall
CN102535841A (en) * 2011-12-12 2012-07-04 中冶建工集团有限公司 Construction technology of prefabricated wall panel
CN102561585B (en) * 2012-03-06 2014-10-29 程松林 External wall slab of prefabricated cast-in-place composite concrete shear wall and manufacture and installation methods
CN103334519B (en) * 2013-07-26 2016-08-10 黑龙江宇辉新型建筑材料有限公司 Overlaid plate type concrete shear wall and longitudinally connected method
CN103422672B (en) * 2013-08-29 2016-01-20 杜新智 A kind of reinforced concrete precast assembling housing construction construction method
CN203654462U (en) * 2014-01-07 2014-06-18 马义和 Middle section structure of flexible house and for 3D (three dimensional) printing
CN103790266B (en) * 2014-01-28 2016-04-13 江苏建筑职业技术学院 Steel tube concrete core pillar is put more energy into prefabricated assembled shear-wall element
CN103967276B (en) * 2014-04-29 2016-03-02 同济大学 Based on the building engineering construction device of 3D printing technique

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831970A (en) * 2010-02-10 2010-09-15 黄靓 Integrally assembled wallboard wall and construction method thereof
EP2439352A1 (en) * 2010-10-07 2012-04-11 FEHR Groupe Permanent formwork wall with connecting cablet
CN202787577U (en) * 2012-07-12 2013-03-13 南京工业大学 Prefabricating wall outer shell structure of reinforced concrete superimposition shear wall

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
3D打印建筑材料相关概念辨析;李志国等;《天津建设科技》;20140630;第24卷(第3期);第8-12页
Developments in construction-Scale additive manufacturing processes;S.Lim等;《Automation in construction》;20120131;第21卷;第262-268页

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CN104153493A (en) 2014-11-19

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