CN111472471A - A multifunctional composite wall - Google Patents

A multifunctional composite wall Download PDF

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Publication number
CN111472471A
CN111472471A CN202010356907.7A CN202010356907A CN111472471A CN 111472471 A CN111472471 A CN 111472471A CN 202010356907 A CN202010356907 A CN 202010356907A CN 111472471 A CN111472471 A CN 111472471A
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wall
butt joint
wall body
hole
piece
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CN111472471B (en
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邹传龙
梁小光
陈姗
陈艳艳
刘勇
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Nanning University
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Nanning University
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, 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)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a multifunctional composite wall, wherein butt joint grooves are formed in the upper end surface and the lower end surface of a wall body along the length direction of the wall body, every two butt joint grooves form a butt joint unit, the two butt joint grooves in the butt joint unit are arranged symmetrically at intervals, a cavity along the height direction of the wall body is arranged in the interval between the two butt joint grooves, a positioning piece is pre-embedded between the cavity and the butt joint groove and in the wall body, one end of the positioning piece is positioned in the butt joint groove, and a first through hole penetrating through the wall body is formed in the inner wall of the butt joint groove; the reinforcing piece is fixed on the beam or the plate, the reinforcing piece comprises a notch matched with the positioning piece and a second through hole butted with the first through hole, when the wall body is assembled on the beam or the plate, the reinforcing piece is inserted into the butting groove of the wall body, the positioning piece is inserted into the notch, and the first through hole is communicated with the second through hole. The invention has the advantages of quick and simple field construction and assembly, accurate positioning and good connection strength with the beam or the plate, and can manufacture different wall structures according to requirements.

Description

一种多功能复合墙A multifunctional composite wall

技术领域technical field

本发明涉及一种复合墙,具体是复合墙的装配结构以及复合墙内部的通道。The invention relates to a composite wall, in particular to an assembly structure of the composite wall and a channel inside the composite wall.

背景技术Background technique

目前,常见的将墙体安装于房屋框架结构的施工方式主要有砖块人工砌筑,混凝土预制板支护施工成墙,采用支模再整体现浇混凝土的施工等方式,这些墙体结构施工方式容易造成墙体与房屋梁柱框架结构定位不准确,连接不紧密,施工难度大,施工周期长等缺点。同时,这类墙体仅具有承重墙或隔墙作用,功能单一,且容易加大后续房屋的装修施工难度,例如,该类墙体在装修的时候通常将管道通过砂浆埋置于墙体表层,等砂浆干燥达到强度以后再安装线路,如此加大了装修的难度,且装修的品质受人工影响较大。因此,需要一种能降低施工难度,增加墙体强度,易于装修和功能可调的墙体结构。At present, the common construction methods for installing the wall on the frame structure of the house mainly include manual masonry of bricks, construction of the wall with the support of concrete prefabricated slabs, and the construction of formwork and cast-in-place concrete as a whole. The method is easy to cause inaccurate positioning of the wall and the beam-column frame structure of the house, the connection is not tight, the construction is difficult, and the construction period is long. At the same time, this type of wall only has the function of load-bearing wall or partition wall, and has a single function, and it is easy to increase the difficulty of subsequent house decoration construction. For example, when this type of wall is decorated, pipes are usually buried in the surface layer of the wall through mortar. , wait for the mortar to dry and reach the strength before installing the line, which increases the difficulty of the decoration, and the quality of the decoration is greatly affected by the artificial. Therefore, there is a need for a wall structure that can reduce construction difficulty, increase wall strength, be easy to decorate and have adjustable functions.

发明内容SUMMARY OF THE INVENTION

本发明旨在提供一种多功能复合墙,现场施工装配快速简单,定位准确,与梁或板的连接强度好,墙体功能的可调整性强,能够根据需求制作出不同的墙体结构。The invention aims to provide a multifunctional composite wall, which has quick and simple on-site construction and assembly, accurate positioning, good connection strength with beams or slabs, strong wall function adjustability, and can produce different wall structures according to requirements.

为实现上述目的,本发明采用了下述技术方案:To achieve the above object, the present invention has adopted the following technical solutions:

一种多功能复合墙,墙体的上、下端分别与梁或板连接,A multifunctional composite wall, the upper and lower ends of the wall are respectively connected with beams or slabs,

所述墙体的上、下端面上沿着墙体的长度方向开设有对接凹槽,每两个对接凹槽组成一个对接单元,对接单元内的两个对接凹槽间隔并对称布置,且在二者的间隔内设置有沿着墙体高度方向的空腔,空腔与对接凹槽之间且在墙体内预埋有定位件,定位件的一端位于对接凹槽内,对接凹槽的内壁上有一贯穿墙体的第一通孔;The upper and lower end surfaces of the wall body are provided with butt joint grooves along the length direction of the wall body, each two butt joint grooves form a butt joint unit. A cavity along the height direction of the wall is arranged in the interval between the two, and a positioning piece is pre-embedded in the wall between the cavity and the butting groove. There is a first through hole penetrating through the wall on the inner wall;

所述梁或板上固定有强化件,强化件上包括一条与定位件匹配的槽口,以及一个与第一通孔对接的第二通孔,当墙体装配到梁或板上时,强化件插入墙体的对接凹槽中,定位件插入槽口,第一通孔与第二通孔连通。The beam or plate is fixed with a reinforcing member, and the reinforcing member includes a notch matched with the positioning member, and a second through hole butted with the first through hole. When the wall body is assembled to the beam or the plate, the reinforcing member is strengthened. The first through hole communicates with the second through hole.

优选的,所述定位件为预埋在对接凹槽内壁上螺栓。Preferably, the positioning member is a bolt pre-buried on the inner wall of the butting groove.

优选的,所述强化件为钢结构件,其横截面为缺少一条边的不封闭矩形,不封闭矩形的两条平行边中至少有一条边对应的强化件表面上开有第二通孔,连接两条平行边的第三条边对应的强化件表面上开有槽口。Preferably, the reinforcing member is a steel structural member, and its cross section is an unclosed rectangle lacking one side, and a second through hole is opened on the surface of the reinforcing member corresponding to at least one of the two parallel sides of the unclosed rectangle, A notch is formed on the surface of the reinforcing element corresponding to the third side connecting the two parallel sides.

优选的,所述墙体内且沿着墙体的长度方向开设有横向连接腔体,不同空腔之间通过横向连接腔体连通。Preferably, a transverse connection cavity is opened in the wall and along the length direction of the wall, and different cavities are communicated through the transverse connection cavity.

优选的,所述强化件焊接在梁或板上。Preferably, the reinforcement is welded to the beam or plate.

优选的,所述定位件关于空腔对称布置。Preferably, the positioning members are arranged symmetrically with respect to the cavity.

优选的,所述墙体为预制墙。Preferably, the wall is a prefabricated wall.

与现有技术相比,本发明的多功能复合墙具有下述特点:Compared with the prior art, the multifunctional composite wall of the present invention has the following characteristics:

(1)适合于装配墙体结构,内部预留了空腔,可用于水暖埋管或布线;(1) It is suitable for assembling wall structure, and a cavity is reserved inside, which can be used for plumbing buried pipes or wiring;

(2)强化了墙体装配定位点的强度,避免墙体承受剪力破坏时,墙体与梁或板的对接点因强度不够发生开裂等破坏情况;(2) Strengthen the strength of the wall assembly positioning point to avoid damage such as cracking at the connection point between the wall and the beam or plate due to insufficient strength when the wall is subjected to shear damage;

(3)现场施工简单,装配定位方便,装配墙体前,在梁或板上按墙体走向固定好强化件,然后直接通过对接凹槽和强化件定位装配墙体,最后通过墙体上的第一通孔和强化件上的第二通孔向对接凹槽内注浆,完成墙体的固定;(3) The on-site construction is simple, and the assembly and positioning are convenient. Before assembling the wall, fix the reinforcement on the beam or plate according to the direction of the wall, and then directly position and assemble the wall through the docking groove and the reinforcement, and finally pass the wall on the wall. The first through hole and the second through hole on the reinforcing piece are grouted into the butt groove to complete the fixing of the wall;

(4)墙体的空腔之间可以加工横向的连接腔体,可以形成管网,例如水暖管网和接线管网;(4) Horizontal connection cavities can be processed between the cavities of the wall, and a pipe network can be formed, such as a plumbing pipe network and a wiring pipe network;

(5)强化件结构简单,成本低,同时具备了骨架强化、定位、注浆通道的作用。(5) The reinforcing member has a simple structure and low cost, and has the functions of skeleton strengthening, positioning and grouting channel.

附图说明Description of drawings

图1为本发明的多功能复合墙的透视图;1 is a perspective view of a multifunctional composite wall of the present invention;

图2为本发明中墙体和强化件的立面示意图;Fig. 2 is the elevational schematic diagram of the wall body and the reinforcement member in the present invention;

图3为本发明中墙体和强化件的立体示意图;Fig. 3 is the three-dimensional schematic diagram of the wall body and the reinforcement member in the present invention;

图4为本发明中强化件的立体示意图;FIG. 4 is a three-dimensional schematic diagram of a reinforcing member in the present invention;

图5为本发明中墙体的俯视图;Fig. 5 is the top view of the wall in the present invention;

图中:1、墙体,2、强化件,3、板,11、对接凹槽,12、定位件,13、空腔,21、槽口,22-第二通孔。In the figure: 1, wall, 2, reinforcement, 3, plate, 11, butt joint groove, 12, positioning piece, 13, cavity, 21, notch, 22 - second through hole.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明作进一步的说明,但不应就此理解为本发明所述主题的范围仅限于以下的实施例,在不脱离本发明上述技术思想情况下,凡根据本领域普通技术知识和惯用手段做出的各种修改、替换和变更,均包括在本发明的范围内。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments, but it should not be construed that the scope of the subject matter of the present invention is limited to the following embodiments. Various modifications, substitutions and alterations made by common technical knowledge and conventional means are included within the scope of the present invention.

参阅附图1~5所示,一种多功能复合墙,采用预制形式,在工厂加工好后运至现场装配。墙体1的上端与梁连接,墙体1的下端与板3连接,墙体1的上端面上沿着墙体1的长度方向开设有多个对接凹槽11,墙体1的下端面上同样沿着墙体1的长度方向开设有对接凹槽11,每两个对接凹槽11组成一个对接单元,上端面的对接单元与下端面的对接单元在一条直线上,该直线平行于墙体1的高度方向。对接单元内的两个对接凹槽11间隔并对称布置,且在二者的间隔内设置有沿着墙体1高度方向的空腔13,空腔13与对接凹槽11之间且在墙体1内预埋有定位件12,定位件12的一端位于对接凹槽11内,对接凹槽11的内壁上有一贯穿墙体1的第一通孔;Referring to Figures 1 to 5, a multifunctional composite wall adopts a prefabricated form, which is processed in a factory and shipped to the site for assembly. The upper end of the wall body 1 is connected with the beam, the lower end of the wall body 1 is connected with the plate 3, the upper end surface of the wall body 1 is provided with a plurality of docking grooves 11 along the length direction of the wall body 1, and the lower end surface of the wall body 1 is provided with a plurality of docking grooves 11. Also along the length direction of the wall body 1, there are butt joint grooves 11, and every two butt joint grooves 11 form a butt joint unit. 1 in the height direction. The two docking grooves 11 in the docking unit are spaced apart and symmetrically arranged, and a cavity 13 along the height direction of the wall 1 is provided in the space between the two. 1. A positioning member 12 is pre-embedded, one end of the positioning member 12 is located in the butt groove 11, and the inner wall of the butt groove 11 has a first through hole penetrating through the wall 1;

如图3所示,板3上固定有强化件2,强化件2上包括一条与定位件12匹配的槽口21,以及一个与第一通孔对接的第二通孔22,当墙体1装配到梁或板上时,强化件2插入墙体1的对接凹槽11中,定位件12插入槽口21,第一通孔与第二通孔22连通。如图4所示,强化件2为钢结构件,其横截面为缺少一条边的不封闭矩形,不封闭矩形的两条平行边中至少有一条边对应的强化件2表面上开有第二通孔,连接两条平行边的第三条边对应的强化件2表面上开有槽口21。强化件2的长度与对接凹槽11的长度相等,纵向厚度小于对接凹槽11的纵向厚度,高度小于对接凹槽11的深度,同时满足装配和定位。As shown in FIG. 3 , a reinforcing member 2 is fixed on the board 3 , and the reinforcing member 2 includes a notch 21 matching with the positioning member 12 and a second through hole 22 butt joint with the first through hole. When the wall 1 When assembled to a beam or a plate, the reinforcing member 2 is inserted into the butt joint groove 11 of the wall 1 , the positioning member 12 is inserted into the groove 21 , and the first through hole communicates with the second through hole 22 . As shown in FIG. 4 , the reinforcing member 2 is a steel structural member, and its cross-section is an unclosed rectangle lacking one side. At least one of the two parallel sides of the unclosed rectangle has a second opening on the surface of the reinforcing member 2 corresponding to one side. A through hole, a notch 21 is formed on the surface of the reinforcement 2 corresponding to the third side connecting the two parallel sides. The length of the reinforcement 2 is equal to the length of the butt groove 11 , the longitudinal thickness is smaller than the longitudinal thickness of the butt groove 11 , and the height is smaller than the depth of the butt groove 11 , while meeting assembly and positioning.

如图2所示,定位件12为预埋在对接凹槽11内壁上螺栓,螺栓关于空腔13对称分布。As shown in FIG. 2 , the positioning member 12 is a bolt pre-embedded on the inner wall of the butt groove 11 , and the bolts are symmetrically distributed with respect to the cavity 13 .

如图2所示,当墙体1内需要连接不同空腔13形成网络时,在墙体1内且沿着墙体1的长度方向开设有横向连接腔体,不同空腔13之间通过横向连接腔体连通,连通后的管路可以铺设水暖或者其它管线的通道。As shown in FIG. 2 , when different cavities 13 need to be connected in the wall 1 to form a network, transverse connecting cavities are opened in the wall 1 and along the length direction of the wall 1, and the different cavities 13 are connected by horizontal The connecting cavity is connected, and the connected pipelines can be laid with channels for plumbing or other pipelines.

施工时,首先按照图纸把强化件2焊接在梁和板3上,然后通过吊装工具将墙体1装配在强化件2处,确保墙体1的上端面在对接凹槽11插入强化件2后与梁紧贴,下端面的对接凹槽11插入强化件2后与板3之间留有间隙,此时,强化件2上的槽口21恰好卡住螺栓,然后通过注浆设备经墙体1上的第一通孔向对接凹槽11内注浆,浆液同时通过第二通孔22进入强化件2内。During construction, firstly weld the reinforcement 2 on the beam and the plate 3 according to the drawings, and then assemble the wall 1 at the reinforcement 2 by means of lifting tools, and ensure that the upper end face of the wall 1 is inserted into the reinforcement 2 after the butt groove 11 is inserted into the reinforcement 2. It is in close contact with the beam, and the butting groove 11 on the lower end face is inserted into the reinforcement 2 and there is a gap between it and the plate 3. At this time, the slot 21 on the reinforcement 2 just catches the bolt, and then the grouting equipment is used to pass through the wall. The first through hole on 1 is grouted into the butt groove 11 , and the slurry enters the reinforcement 2 through the second through hole 22 at the same time.

Claims (7)

1. The utility model provides a multi-functional composite wall, the upper and lower end of wall body (1) is connected with roof beam or board respectively, its characterized in that:
butt joint grooves (11) are formed in the upper end face and the lower end face of the wall body (1) along the length direction of the wall body (1), every two butt joint grooves (11) form a butt joint unit, the two butt joint grooves (11) in the butt joint unit are arranged symmetrically at intervals, a cavity (13) along the height direction of the wall body (1) is arranged in the interval between the two butt joint grooves, a positioning piece (12) is pre-embedded in the wall body (1) between the cavity (13) and the butt joint grooves (11), one end of the positioning piece (12) is located in the butt joint grooves (11), and a first through hole penetrating through the wall body (1) is formed in the inner wall of each butt joint groove (11);
the wall body is characterized in that a reinforcing piece (2) is fixed on the beam or the plate, the reinforcing piece (2) comprises a notch (21) matched with the positioning piece (12) and a second through hole (22) butted with the first through hole, when the wall body (1) is assembled on the beam or the plate, the reinforcing piece (2) is inserted into the butt joint groove (11) of the wall body (1), the positioning piece (12) is inserted into the notch (21), and the first through hole is communicated with the second through hole (22).
2. The multifunctional composite wall according to claim 1, wherein: the positioning piece (12) is a bolt pre-buried on the inner wall of the butt joint groove (11).
3. The multifunctional composite wall according to claim 1, wherein: the reinforcing piece (2) is a steel structural piece, the cross section of the reinforcing piece is an unclosed rectangle lacking one side, a second through hole is formed in the surface of the reinforcing piece (2) corresponding to at least one side of two parallel sides of the unclosed rectangle, and a notch is formed in the surface of the reinforcing piece (2) corresponding to the third side connected with the two parallel sides.
4. The multifunctional composite wall according to claim 1, wherein: a transverse connection cavity is formed in the wall body (1) along the length direction of the wall body (1), and different cavities (13) are communicated through the transverse connection cavity.
5. The multifunctional composite wall according to claim 1, wherein: the reinforcing member (2) is welded to the beam or the plate.
6. The multifunctional composite wall according to claim 1, wherein: the positioning elements (12) are arranged symmetrically with respect to the cavity (13).
7. The multifunctional composite wall according to claim 1, wherein: the wall body (1) is a prefabricated wall.
CN202010356907.7A 2020-04-29 2020-04-29 Multifunctional composite wall Active CN111472471B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227744A (en) * 2020-10-12 2021-01-15 衢州学院 Assembled building hoisting positioning device and positioning method

Citations (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2205853Y (en) * 1994-07-04 1995-08-23 许镇辉 Prefabricated light panel capable of hanging articles and burying pipeline
JP2010150889A (en) * 2008-12-26 2010-07-08 Office Minami:Kk Connection structure of non load-bearing wall and construction method for connection of the connection structure
CN102839752A (en) * 2012-09-19 2012-12-26 黄昆 A connector for prefabricated concrete
CN103266686A (en) * 2013-06-07 2013-08-28 贵州皆盈科技开发有限公司 Inflatable skeleton filling wall
US8528288B1 (en) * 2011-04-13 2013-09-10 James V. Kinser, Jr. Insulated panel arrangement
CN204781444U (en) * 2015-07-13 2015-11-18 郑州职业技术学院 Composite sheet wall masonry structure
DE102015200105A1 (en) * 2014-08-18 2016-02-18 Drössler GmbH Umwelttechnik Concrete construction in modular design
US20170089063A1 (en) * 2015-09-15 2017-03-30 Cetres Holdings, Llc Hold down system with distributed loading for building walls
CN107060150A (en) * 2017-05-31 2017-08-18 河北建筑工程学院 A kind of precast assembly integral frame filled wall system and its construction method
CN107152104A (en) * 2017-06-26 2017-09-12 东南大学 Assembled cavity shear wall horizontal joint teeth groove rotating vane type attachment structure
CN107254925A (en) * 2017-07-21 2017-10-17 天津城建大学 Vertical prestressing loam wall and its construction method
CN108240037A (en) * 2016-12-27 2018-07-03 北京智慧云建科技有限公司 Transverse joint connecting node between a kind of prefabricated board wall layers
CN207739402U (en) * 2017-12-22 2018-08-17 广州市芳村建筑工程有限公司 Assembly concrete connection structure
CN108951963A (en) * 2018-03-23 2018-12-07 承德绿建建筑节能科技有限公司 The construction method of assembled wall
CN108978940A (en) * 2018-07-27 2018-12-11 南宁学院 A kind of assembling type steel structure integrated house wall
CN109723142A (en) * 2019-02-21 2019-05-07 汉尔姆建筑科技有限公司 A kind of building structure
CN109837994A (en) * 2019-01-11 2019-06-04 温州东联市政工程有限公司 A kind of Prefabricated reinforced concrete is whole to pour building structure and its construction method
CN209114620U (en) * 2018-09-30 2019-07-16 华南理工大学 A kind of connection structure for the connection of assembled dry construction shear wall
CN209384444U (en) * 2018-12-28 2019-09-13 安徽华盛国际建筑设计工程咨询有限公司 A kind of fabricated shear wall vertical connection structure
CN110820956A (en) * 2019-11-11 2020-02-21 林州市汇鑫安装工程有限公司 Prefabricated wall body mounting structure

Patent Citations (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2205853Y (en) * 1994-07-04 1995-08-23 许镇辉 Prefabricated light panel capable of hanging articles and burying pipeline
JP2010150889A (en) * 2008-12-26 2010-07-08 Office Minami:Kk Connection structure of non load-bearing wall and construction method for connection of the connection structure
US8528288B1 (en) * 2011-04-13 2013-09-10 James V. Kinser, Jr. Insulated panel arrangement
CN102839752A (en) * 2012-09-19 2012-12-26 黄昆 A connector for prefabricated concrete
CN103266686A (en) * 2013-06-07 2013-08-28 贵州皆盈科技开发有限公司 Inflatable skeleton filling wall
DE102015200105A1 (en) * 2014-08-18 2016-02-18 Drössler GmbH Umwelttechnik Concrete construction in modular design
CN204781444U (en) * 2015-07-13 2015-11-18 郑州职业技术学院 Composite sheet wall masonry structure
US20170089063A1 (en) * 2015-09-15 2017-03-30 Cetres Holdings, Llc Hold down system with distributed loading for building walls
CN108240037A (en) * 2016-12-27 2018-07-03 北京智慧云建科技有限公司 Transverse joint connecting node between a kind of prefabricated board wall layers
CN107060150A (en) * 2017-05-31 2017-08-18 河北建筑工程学院 A kind of precast assembly integral frame filled wall system and its construction method
CN107152104A (en) * 2017-06-26 2017-09-12 东南大学 Assembled cavity shear wall horizontal joint teeth groove rotating vane type attachment structure
CN107254925A (en) * 2017-07-21 2017-10-17 天津城建大学 Vertical prestressing loam wall and its construction method
CN207739402U (en) * 2017-12-22 2018-08-17 广州市芳村建筑工程有限公司 Assembly concrete connection structure
CN108951963A (en) * 2018-03-23 2018-12-07 承德绿建建筑节能科技有限公司 The construction method of assembled wall
CN108978940A (en) * 2018-07-27 2018-12-11 南宁学院 A kind of assembling type steel structure integrated house wall
CN209114620U (en) * 2018-09-30 2019-07-16 华南理工大学 A kind of connection structure for the connection of assembled dry construction shear wall
CN209384444U (en) * 2018-12-28 2019-09-13 安徽华盛国际建筑设计工程咨询有限公司 A kind of fabricated shear wall vertical connection structure
CN109837994A (en) * 2019-01-11 2019-06-04 温州东联市政工程有限公司 A kind of Prefabricated reinforced concrete is whole to pour building structure and its construction method
CN109723142A (en) * 2019-02-21 2019-05-07 汉尔姆建筑科技有限公司 A kind of building structure
CN110820956A (en) * 2019-11-11 2020-02-21 林州市汇鑫安装工程有限公司 Prefabricated wall body mounting structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
邹传龙等: "螺纹型栓钉连接件抗拉性能试验分析", 《四川建筑科学研究》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227744A (en) * 2020-10-12 2021-01-15 衢州学院 Assembled building hoisting positioning device and positioning method

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