CN110439119A - A kind of outer filling wall construction with lateral connection node - Google Patents

A kind of outer filling wall construction with lateral connection node Download PDF

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Publication number
CN110439119A
CN110439119A CN201910648855.8A CN201910648855A CN110439119A CN 110439119 A CN110439119 A CN 110439119A CN 201910648855 A CN201910648855 A CN 201910648855A CN 110439119 A CN110439119 A CN 110439119A
Authority
CN
China
Prior art keywords
outer filling
filling wall
prefabricated
connection node
lateral connection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910648855.8A
Other languages
Chinese (zh)
Inventor
吴敦军
许小俊
李海洋
陈乐琦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Yangtze River Urban Architectural Design Co Ltd
Original Assignee
Nanjing Yangtze River Urban Architectural Design Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nanjing Yangtze River Urban Architectural Design Co Ltd filed Critical Nanjing Yangtze River Urban Architectural Design Co Ltd
Priority to CN201910648855.8A priority Critical patent/CN110439119A/en
Publication of CN110439119A publication Critical patent/CN110439119A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • 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
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints

Abstract

The invention discloses a kind of outer filling wall construction with lateral connection node, including prefabricated outer filling wall interconnected and cast-in-place concrete, the end face that the prefabricated outer filling wall is connect with cast-in-place concrete is provided with trapezoidal recess, soft filler is filled in the trapezoidal recess, the prefabricated outer filling wall end face outside trapezoidal recess is washing face.Compared with prior art, a kind of outer filling wall construction with lateral connection node of the invention, it is prefabricated it is outer filling wall piece section at be arranged trapezoidal recess make it is prefabricated it is outer filling wall anti-water route increase, improve external wall waterproof performance;Soft filler in trapezoidal recess realizes the Weak link of prefabricated outer filling wall, reduces influence of the prefabricated outer filling wall to main structure.

Description

A kind of outer filling wall construction with lateral connection node
Technical field
The present invention relates to a kind of outer filling wall construction with lateral connection node belongs to structure design and builds with prefabrication and assembly construction Build technical field.
Background technique
Domestic house is based on shear wall structure, and external wall mostly uses prefabricated structure in fabricated shear wall architectural engineering Part, to reach the green construction effect for exempting to build.Prefabricated outer filled wall connect with main body cast-in-place structural should meet connection it is reliable, Good, small to the main structure stiffness effect requirement of waterproof performance.The node way of outer filling wall prefabricated at present is rigid to main structure Degree influences greatly, to be unfavorable for its popularization and application.
Summary of the invention
The technical problem to be solved in the invention be in view of the above shortcomings of the prior art, and provide it is a kind of have laterally connect Connect the outer filling wall construction of node.
In order to solve the above technical problems, the technical solution adopted by the present invention is that:
A kind of outer filling wall construction with lateral connection node, including prefabricated outer filling wall interconnected and cast-in-place coagulation Soil, the piece section that the prefabricated outer filling wall is connect with cast-in-place concrete are provided with trapezoidal recess, fill out in the trapezoidal recess Filled with soft filler, the prefabricated outer filling wall piece section outside trapezoidal recess is washing face.
Scheme as a further preference, the washing face position are provided with through prefabricated outer filling wall and cast-in-place concrete Horizontal reinforcement for being fixedly connected.
Scheme as a further preference, diameter >=6mm of the horizontal reinforcement, between adjacent two horizontal reinforcements between Away from≤500mm.
Scheme as a further preference, the depth of the trapezoidal recess are the 1/2 of prefabricated outer filling wall thickness.
Scheme as a further preference, the depth of the trapezoidal recess are 40mm-60mm.
Scheme as a further preference, the soft filler with a thickness of trapezoidal recess depth 1/2.
Compared with prior art, the beneficial effects of the present invention are:
1, trapezoidal recess is arranged at prefabricated outer filling wall piece section increases the anti-water route of prefabricated outer filling wall, improves exterior wall Waterproof performance.
2, the soft filler in trapezoidal recess realizes the Weak link of prefabricated outer filling wall, reduces prefabricated outer filling wall pair The influence of main structure.
3, connection reinforcing bar is stretched out in trapezoidal recess two sides, has ensured that prefabricated outer filling wall is connect reliably with main body cast-in-place structural Meanwhile prefabricated outer filling wall seam crossing cracking can be prevented.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention;
Wherein, the prefabricated outer filling wall of 1-, 2- cast-in-place concrete, the trapezoidal recess of 3-, the soft filler of 4-, 5- wash face, and 6- is horizontal Reinforcing bar.
Specific embodiment
The optimal technical scheme that the invention will now be described in detail with reference to the accompanying drawings.
A kind of outer filling wall construction with lateral connection node of the invention, connection is reliable, waterproof performance is good meeting Under the premise of, weaken influence of the prefabricated outer filling wall to main structure as far as possible, prefabricated outer filling wall is enable to obtain in engineering Preferable application includes prefabricated outer filling wall 1 interconnected in structure and cast-in-place mixes as shown in Figure 1, be the top view in section Solidifying soil 2, the piece section that the prefabricated outer filling wall 1 is connect with cast-in-place concrete 2 is provided with trapezoidal recess 3, described trapezoidal recessed Soft filler 4 is filled in mouth 3, soft filler 4 is using EPS styrofoam etc., the prefabricated outer filling wall 1 outside trapezoidal recess 3 Piece section is washing face 5.
Further, 5 position of washing face, which is provided with, is connected through prefabricated outer filling wall 1 and cast-in-place concrete 2 with about fixed The horizontal reinforcement 6 connect.
Further, diameter >=6mm of horizontal reinforcement 6, spacing≤500mm between adjacent two horizontal reinforcements 6.
Further, the depth of trapezoidal recess 3 is the depth of 1/2 or trapezoidal recess 3 of prefabricated outer filling 1 thickness of wall For 40mm-60mm.
Further, soft filler 4 with a thickness of trapezoidal recess 3 depth 1/2.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects It is described in detail, it should be understood that being not limited to this hair the foregoing is merely a specific embodiment of the invention Bright, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should be included in the present invention Protection scope within.

Claims (6)

1. a kind of outer filling wall construction with lateral connection node, including prefabricated outer filling wall (1) interconnected and cast-in-place Concrete (2), it is characterised in that: the piece section that prefabricated outer filling wall (1) connect with cast-in-place concrete (2) is provided with ladder Shape recess (3), the trapezoidal recess (3) is interior to be filled with soft filler (4), the prefabricated outer filling wall (1) of trapezoidal recess (3) outside Piece section is washing face (5).
2. a kind of outer filling wall construction with lateral connection node according to claim 1, it is characterised in that: the water (5) position of washing one's face is provided with through prefabricated outer filling wall (1) and cast-in-place concrete (2) for the horizontal reinforcement (6) that is fixedly connected.
3. a kind of outer filling wall construction with lateral connection node according to claim 2, it is characterised in that: the water Diameter >=6mm of flat reinforcing bar (6), spacing≤500mm between adjacent two horizontal reinforcements (6).
4. a kind of outer filling wall construction with lateral connection node according to claim 1, it is characterised in that: the ladder The depth of shape recess (3) is the 1/2 of prefabricated outer filling wall (1) thickness.
5. a kind of outer filling wall construction with lateral connection node according to claim 1, it is characterised in that: the ladder The depth of shape recess (3) is 40mm-60mm.
6. a kind of outer filling wall construction with lateral connection node according to claim 1, it is characterised in that: described soft Matter filler (4) with a thickness of trapezoidal recess (3) depth 1/2.
CN201910648855.8A 2019-07-18 2019-07-18 A kind of outer filling wall construction with lateral connection node Pending CN110439119A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910648855.8A CN110439119A (en) 2019-07-18 2019-07-18 A kind of outer filling wall construction with lateral connection node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910648855.8A CN110439119A (en) 2019-07-18 2019-07-18 A kind of outer filling wall construction with lateral connection node

Publications (1)

Publication Number Publication Date
CN110439119A true CN110439119A (en) 2019-11-12

Family

ID=68429714

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910648855.8A Pending CN110439119A (en) 2019-07-18 2019-07-18 A kind of outer filling wall construction with lateral connection node

Country Status (1)

Country Link
CN (1) CN110439119A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008196196A (en) * 2007-02-13 2008-08-28 Asahi Kasei Construction Materials Co Ltd Mounting structure and method for wall panel
KR101478611B1 (en) * 2014-05-13 2015-01-02 정도건설 주식회사 Method for pre-constructing staircase in building by using precast concrete column
KR20150000958U (en) * 2015-01-20 2015-03-05 권대영 Precast concrete arch structure
CN205530667U (en) * 2016-01-20 2016-08-31 武汉理工大学 Prefabricated assembled concrete member
CN107237448A (en) * 2017-06-23 2017-10-10 深圳市华阳国际工程设计股份有限公司 A kind of prefabricated interior fill concrete wallboard and its manufacture method
WO2018214477A1 (en) * 2017-05-24 2018-11-29 华南理工大学 Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor
CN210562654U (en) * 2019-07-18 2020-05-19 南京长江都市建筑设计股份有限公司 Outer infilled wall structure with transverse connection node

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008196196A (en) * 2007-02-13 2008-08-28 Asahi Kasei Construction Materials Co Ltd Mounting structure and method for wall panel
KR101478611B1 (en) * 2014-05-13 2015-01-02 정도건설 주식회사 Method for pre-constructing staircase in building by using precast concrete column
KR20150000958U (en) * 2015-01-20 2015-03-05 권대영 Precast concrete arch structure
CN205530667U (en) * 2016-01-20 2016-08-31 武汉理工大学 Prefabricated assembled concrete member
WO2018214477A1 (en) * 2017-05-24 2018-11-29 华南理工大学 Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor
CN107237448A (en) * 2017-06-23 2017-10-10 深圳市华阳国际工程设计股份有限公司 A kind of prefabricated interior fill concrete wallboard and its manufacture method
CN210562654U (en) * 2019-07-18 2020-05-19 南京长江都市建筑设计股份有限公司 Outer infilled wall structure with transverse connection node

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