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CN109441001A - A kind of prefabricated outer wall panel with heat preservation sandwich layer - Google Patents

A kind of prefabricated outer wall panel with heat preservation sandwich layer Download PDF

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Publication number
CN109441001A
CN109441001A CN201811450123.XA CN201811450123A CN109441001A CN 109441001 A CN109441001 A CN 109441001A CN 201811450123 A CN201811450123 A CN 201811450123A CN 109441001 A CN109441001 A CN 109441001A
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CN
China
Prior art keywords
wall
tension member
load
bearing
heat preservation
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.)
Granted
Application number
CN201811450123.XA
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Chinese (zh)
Other versions
CN109441001B (en
Inventor
刘卫军
陈海勇
郭婵嫣
姜军
王�华
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JINGGONG INDUSTRIAL CONSTRUCTION SYSTEM Co Ltd
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JINGGONG INDUSTRIAL CONSTRUCTION SYSTEM Co Ltd
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Priority to CN201811450123.XA priority Critical patent/CN109441001B/en
Publication of CN109441001A publication Critical patent/CN109441001A/en
Application granted granted Critical
Publication of CN109441001B publication Critical patent/CN109441001B/en
Active legal-status Critical Current
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses a kind of prefabricated outer wall panels with heat preservation sandwich layer, including inner wall and exterior wall arranged in parallel, it is horizontal and be fixedly installed with steel reinforcement cage between the inner wall and exterior wall, it is horizontal and be fixedly installed with interlayer in the steel reinforcement cage, it is horizontal and be fixedly installed with the rod-shaped limit tension member of several U-shapeds arranged in arrays in the interlayer, on the interlayer along its center respectively symmetrically set there are two laterally and two vertical load-bearing tension members, it is respectively and fixedly installed in exterior wall and inner wall at the top and bottom of the load-bearing tension member, the intersection point of line and two vertical load-bearing tension member lines between two lateral load-bearing tension members is the central point of interlayer, the configuration of the present invention is simple, by the way that load-bearing tension member and limit tension member are rationally arranged in wall, prefabricated panel load-bearing and anti-load are greatly reinforced Ability more securely and reliably substantially increases the quality of prefabricated outer wall panel.

Description

A kind of prefabricated outer wall panel with heat preservation sandwich layer
Technical field
The present invention relates to prefabricated panel technical field more particularly to a kind of prefabricated outer wall panels with heat preservation sandwich layer.
Background technique
The reinforced-concrete board type members for building assembly, abbreviation wall are processed into precast plant (field) or construction site Plate or siding.Assembled large panel building is built using precast concrete wall panel, batch production, mechanized construction degree can be improved, Situ wet operation is reduced, live recruitment is saved, overcomes seasonal effect, shorten the construction period, existing partial precast wallboard Structure is single, and stud connector design is unreasonable, causes the load-bearing of wallboard and anti-load-carrying ability insufficient, therefore it is proposed that one kind has The prefabricated outer wall panel of heat preservation sandwich layer.
Summary of the invention
The purpose of the present invention is to solve the disadvantages that load-bearing and anti-load-carrying ability difference exists in the prior art, and propose A kind of prefabricated outer wall panel with heat preservation sandwich layer.
To achieve the goals above, present invention employs following technical solutions:
A kind of prefabricated outer wall panel with heat preservation sandwich layer is designed, it is described interior including inner wall and exterior wall arranged in parallel It is horizontal and be fixedly installed with steel reinforcement cage between wall and exterior wall, it is horizontal in the steel reinforcement cage and be fixedly installed with interlayer, it is described It is horizontal and be fixedly installed with the rod-shaped limit tension member of several U-shapeds arranged in arrays in interlayer, along its center on the interlayer It respectively symmetrically sets there are two lateral and two vertical load-bearing tension members, the top and bottom of the load-bearing tension member are fixed respectively It is mounted in exterior wall and inner wall, line and two vertical load-bearing tension members between two lateral load-bearing tension members The intersection point of line is the central point of interlayer, and the load-bearing tension member includes the first connecting plate, through-hole, connecting rod, the second connecting plate And pull rod, two second connecting plates are arranged in parallel, and the connecting rod is sinusoidal waveform and level and is fixedly mounted on Between two the second connecting plates, two first connecting plates are respectively and fixedly installed to two the second connecting plates are located remotely from each other one The centre in face, several through-hole levels are located at the one end of the first connecting plate far from the second connecting plate, the pull rod level inserting In through-hole, the pull rod is horizontal respectively and is fixedly mounted in exterior wall and inner wall.
Preferably, the both ends of the limit tension member are waveform.
Preferably, the limit tension member at edge with a distance from wall edge between 100mm to 300mm, it is adjacent The distance between two described limit tension members are between 200mm to 1200mm.
Preferably, the interlayer is heat preservation heat insulation layer, and material is heat preservation rock.
Preferably, the load-bearing tension member is greater than 300mm, the load-bearing drawknot of adjacent two with a distance from wall edge Horizontal distance between part is greater than 500mm.
Preferably, the limit tension member and load-bearing tension member are stainless steel material.
A kind of prefabricated outer wall panel with heat preservation sandwich layer proposed by the present invention, beneficial effect are: the configuration of the present invention is simple, By the way that load-bearing tension member and limit tension member are rationally arranged in wall, the energy of prefabricated panel load-bearing and anti-load has been greatly reinforced Power more securely and reliably substantially increases the quality of prefabricated outer wall panel.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the prefabricated outer wall panel with heat preservation sandwich layer proposed by the present invention;
Fig. 2 is a kind of plan view of the prefabricated outer wall panel tension member with heat preservation sandwich layer proposed by the present invention;
Fig. 3 is a kind of load-bearing tension member structural schematic diagram of the prefabricated outer wall panel with heat preservation sandwich layer proposed by the present invention;
Fig. 4 is a kind of structural schematic diagram of the limit tension member of prefabricated outer wall panel with heat preservation sandwich layer proposed by the present invention;
In figure: inner wall 1, limit tension member 3, interlayer 4, load-bearing tension member 5, exterior wall 6, steel reinforcement cage 7, leads to first connecting plate 2 Hole 8, connecting rod 9, the second connecting plate 10, pull rod 11.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
Referring to Fig.1-4, a kind of prefabricated outer wall panel with heat preservation sandwich layer, including inner wall 1 arranged in parallel and outside Wall 6, it is horizontal between inner wall 1 and exterior wall 6 and be fixedly installed with steel reinforcement cage 7, it is horizontal in steel reinforcement cage 7 and be fixedly installed with folder Layer 4, interlayer 4 are heat preservation heat insulation layer, and material is heat preservation rock, increases prefabricated panel by certain incubation and thermal insulation function.
It is horizontal and be fixedly installed with the rod-shaped limit tension member 3 of several U-shapeds arranged in arrays in interlayer 4, limit drawknot The both ends of part 3 are waveform, mainly undertake out-of-plane horizontal load, as wind is inhaled, the pressure of wind pressure and temperature deformation generation.
On interlayer 4 along its center respectively symmetrically set there are two laterally and two vertical load-bearing tension members 5, load-bearing tension member 5 top and bottom are respectively and fixedly installed in exterior wall 6 and inner wall 1, the line between the load-bearing tension member 5 of two transverse directions Intersection point with two vertical 5 lines of load-bearing tension member is the central point of interlayer 4, and the self weight and earthquake for being primarily subjected to exterior wall 6 carry Vertically or horizontally load in the planes such as lotus.
Load-bearing tension member 5 includes the first connecting plate 2, through-hole 8, connecting rod 9, the second connecting plate 10 and pull rod 11, and two the Two connecting plates 10 are arranged in parallel, connecting rod 9 be sinusoidal waveform and it is horizontal and be fixedly mounted on two the second connecting plates 10 it Between, increase the bearing capacity of load-bearing tension member 5, two the first connecting plates 2 are respectively and fixedly installed to two 10 phases of the second connecting plate Mutually the centre of separate one side, several 8 levels of through-hole are located at the one end of the first connecting plate 2 far from the second connecting plate 10, pull rod 11 Level is inserted into through-hole 10, and pull rod 11 is horizontal respectively and is fixedly mounted in exterior wall 6 and inner wall 1.
The limit tension member 3 at edge with a distance from wall edge between 100mm to 300mm, draw by two adjacent limits The distance between part 3 is tied between 200mm to 1200mm, load-bearing tension member 5 is greater than 300mm with a distance from wall edge, adjacent Two load-bearing tension members 5 between horizontal distance be greater than 500mm.
Limit tension member 3 and load-bearing tension member 5 are stainless steel material, and stainless steel has preferable tensile strength and surrender Intensity.
The present invention during installation, can be adjusted when the installation site and reinforcing bar of tension member conflict with appropriate adjustment installation site Range, when reinforcing bar in tension member truncation original wall body, need to be arranged within the positive and negative 50mm of scope of design in the two sides of tension member Reinforcing bar, and the reinforcing bar gross area is not less than the cut-off area of reinforcement, the gross area of reinforcing bar is 500mm.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.

Claims (6)

1. a kind of prefabricated outer wall panel with heat preservation sandwich layer, including inner wall (1) and exterior wall (6) arranged in parallel, It is characterized in that, it is horizontal between the inner wall (1) and exterior wall (6) and be fixedly installed with steel reinforcement cage (7), the steel reinforcement cage (7) It is interior horizontal and be fixedly installed with interlayer (4), it is horizontal in the interlayer (4) and be fixedly installed with several U-shaped bars arranged in arrays The limit tension member (3) of shape, respectively symmetrically sets along its center that there are two laterally draw with two vertical load-bearing on the interlayer (4) It ties part (5), the top and bottom of the load-bearing tension member (5), is respectively and fixedly installed in exterior wall (6) and inner wall (1), two The intersection point of line and two vertical load-bearing tension member (5) lines between a lateral load-bearing tension member (5) is interlayer (4) Central point, the load-bearing tension member (5) include the first connecting plate (2), through-hole (8), connecting rod (9), the second connecting plate (10) With pull rod (11), two second connecting plates (10) are arranged in parallel, the connecting rod (9) be sinusoidal waveform and it is horizontal and It is fixedly mounted between two the second connecting plates (10), two first connecting plates (2) are respectively and fixedly installed to two second The centre for the one side that connecting plate (10) is located remotely from each other, several through-hole (8) levels are located at the first connecting plate (2) and connect far from second One end of fishplate bar (10), pull rod (11) level are inserted into through-hole (10), and the pull rod (11) is horizontal respectively and fixes peace In exterior wall (6) and inner wall (1).
2. a kind of prefabricated outer wall panel with heat preservation sandwich layer according to claim 1, which is characterized in that the limit drawknot The both ends of part (3) are waveform.
3. a kind of prefabricated outer wall panel with heat preservation sandwich layer according to claim 1, which is characterized in that the limit at edge Position tension member (3) with a distance from wall edge between 100mm to 300mm, between the limit tension member (3) of adjacent two Distance between 200mm to 1200mm.
4. a kind of prefabricated outer wall panel with heat preservation sandwich layer according to claim 1, which is characterized in that the interlayer (4) To keep the temperature heat insulation layer, material is heat preservation rock.
5. a kind of prefabricated outer wall panel with heat preservation sandwich layer according to claim 1, which is characterized in that the load-bearing drawknot Part (5) is greater than 300mm with a distance from wall edge, and the horizontal distance between the load-bearing tension member (5) of adjacent two is greater than 500mm。
6. a kind of prefabricated outer wall panel with heat preservation sandwich layer according to claim 1, which is characterized in that the limit drawknot Part (3) and load-bearing tension member (5) are stainless steel material.
CN201811450123.XA 2018-11-30 2018-11-30 Prefabricated external wall panel with heat preservation intermediate layer Active CN109441001B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811450123.XA CN109441001B (en) 2018-11-30 2018-11-30 Prefabricated external wall panel with heat preservation intermediate layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811450123.XA CN109441001B (en) 2018-11-30 2018-11-30 Prefabricated external wall panel with heat preservation intermediate layer

Publications (2)

Publication Number Publication Date
CN109441001A true CN109441001A (en) 2019-03-08
CN109441001B CN109441001B (en) 2023-09-19

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Citations (22)

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EP0044271A1 (en) * 1980-07-10 1982-01-20 Geilinger AG Connection of a reinforced concrete element to at least one other building element
CN86104846A (en) * 1986-06-21 1987-12-30 赫伯特·库尔特·希尔格 Thin shell concrete wall panel
JPH06212794A (en) * 1992-04-10 1994-08-02 Patrick E Boeshart Mutually connecting device of form for concrete wall
JPH07238620A (en) * 1994-02-25 1995-09-12 Taisei Corp Omnia board joint reinforcement
CA2231419A1 (en) * 1997-03-06 1998-09-06 Richard Mclaughlin Insulated concrete wall forming apparatus
DE19718568A1 (en) * 1996-10-24 1998-11-12 D D C Planungs Entwicklungs Un Large surface solar, solar roof, or solar wall element
CN1782280A (en) * 2002-04-30 2006-06-07 邱则有 Stereo force bearing shuttering for steel concrete
CN101230672A (en) * 2007-01-28 2008-07-30 邱则有 Force-bearing type template component
CN101230657A (en) * 2007-01-28 2008-07-30 邱则有 Force-bearing type underplate component
CN101831963A (en) * 2009-01-09 2010-09-15 冯刚克 Novel multipurpose composite insulation board and construction method and processing device thereof
US8266859B1 (en) * 2005-06-28 2012-09-18 James Thomas Harrington Concrete wall forming system
CN103114669A (en) * 2013-03-13 2013-05-22 宝钢建筑系统集成有限公司 Ribbed steel bar truss concrete superimposed sheet and construction method thereof
CN103255840A (en) * 2013-04-28 2013-08-21 江苏省华建建设股份有限公司 Combined built-in fitting for concrete walls and column tie bars and installation construction method thereof
CN105297887A (en) * 2014-01-24 2016-02-03 谢英俊 Three-dimensional light steel frame composed of two-way continuous double beams
CN206091045U (en) * 2016-08-22 2017-04-12 合肥工业大学 Antinode core precast concrete assembled composite wall
CN206174190U (en) * 2016-12-09 2017-05-17 浙江省建工集团有限责任公司 Prefabricated building sandwiched wall panel ectonexine pulling -tying piece
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CN86104846A (en) * 1986-06-21 1987-12-30 赫伯特·库尔特·希尔格 Thin shell concrete wall panel
JPH06212794A (en) * 1992-04-10 1994-08-02 Patrick E Boeshart Mutually connecting device of form for concrete wall
JPH07238620A (en) * 1994-02-25 1995-09-12 Taisei Corp Omnia board joint reinforcement
DE19718568A1 (en) * 1996-10-24 1998-11-12 D D C Planungs Entwicklungs Un Large surface solar, solar roof, or solar wall element
CA2231419A1 (en) * 1997-03-06 1998-09-06 Richard Mclaughlin Insulated concrete wall forming apparatus
CN1782280A (en) * 2002-04-30 2006-06-07 邱则有 Stereo force bearing shuttering for steel concrete
US8266859B1 (en) * 2005-06-28 2012-09-18 James Thomas Harrington Concrete wall forming system
CN101230657A (en) * 2007-01-28 2008-07-30 邱则有 Force-bearing type underplate component
CN101230672A (en) * 2007-01-28 2008-07-30 邱则有 Force-bearing type template component
CN101831963A (en) * 2009-01-09 2010-09-15 冯刚克 Novel multipurpose composite insulation board and construction method and processing device thereof
CN103114669A (en) * 2013-03-13 2013-05-22 宝钢建筑系统集成有限公司 Ribbed steel bar truss concrete superimposed sheet and construction method thereof
CN103255840A (en) * 2013-04-28 2013-08-21 江苏省华建建设股份有限公司 Combined built-in fitting for concrete walls and column tie bars and installation construction method thereof
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CN206174190U (en) * 2016-12-09 2017-05-17 浙江省建工集团有限责任公司 Prefabricated building sandwiched wall panel ectonexine pulling -tying piece
CN207268073U (en) * 2017-08-17 2018-04-24 广州协安建设工程有限公司 Novel flexible formwork bearing frame
CN108015880A (en) * 2017-12-04 2018-05-11 山东建筑大学 Combined wall board and its making and installation method for assembling type steel structure building
CN208088648U (en) * 2018-01-31 2018-11-13 山东海龙建筑科技有限公司 A kind of novel prefabricated stainless steel thermal-insulation connecting piece exterior wall
CN209482579U (en) * 2018-11-30 2019-10-11 精工工业建筑系统有限公司 A kind of prefabricated outer wall panel with heat preservation sandwich layer

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