CN107299704A - A kind of movable connecting joint structure of unit assembled combined wall - Google Patents

A kind of movable connecting joint structure of unit assembled combined wall Download PDF

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Publication number
CN107299704A
CN107299704A CN201710404536.3A CN201710404536A CN107299704A CN 107299704 A CN107299704 A CN 107299704A CN 201710404536 A CN201710404536 A CN 201710404536A CN 107299704 A CN107299704 A CN 107299704A
Authority
CN
China
Prior art keywords
connecting plate
wall body
precast wall
special
assembled combined
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
CN201710404536.3A
Other languages
Chinese (zh)
Inventor
吕金炭
杜天瑞
缪晓晖
吕明铅
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.)
Fujian Rongsheng Construction Science Research Institute Co Ltd
Original Assignee
Fujian Rongsheng Construction Science Research Institute 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 Fujian Rongsheng Construction Science Research Institute Co Ltd filed Critical Fujian Rongsheng Construction Science Research Institute Co Ltd
Priority to CN201710404536.3A priority Critical patent/CN107299704A/en
Publication of CN107299704A publication Critical patent/CN107299704A/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
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • 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
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78Heat insulating elements
    • E04B1/80Heat insulating elements slab-shaped
    • 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
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • 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
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/941Building elements specially adapted therefor
    • E04B1/942Building elements specially adapted therefor slab-shaped

Abstract

The invention discloses a kind of movable connecting joint structure of unit assembled combined wall, including special connecting plate and precast wall body connecting plate, deformation displacement groove is provided with the special connecting plate, preformed hole is provided with precast wall body connecting plate, special connecting plate is mutually fixed with precast wall body connecting plate by the cooperation of deformation displacement groove, preformed hole and high-strength bolt.The structure will be provided with insulation, fire prevention, it is moistureproof, sound insulation, the assembled combined wall board and steel construction main body of the feature such as attractive in appearance realize assembled connection and poor with relative displacement, effectively improve building assembly rate, steel construction is broken through in residential construction area and the combination bottleneck of compound wall, on the one hand reduction environmental pollution, cost of labor and construction period, on the other hand solving agent structure and cladding displacement difference causes the problem of materials for wall unrepairable is damaged, Yin Dongxia is avoided to expand with heat and contract with cold, the reason for structure unfavorable live-load distribution etc. causes agent structure Light deformation causes wall damage.

Description

A kind of movable connecting joint structure of unit assembled combined wall
Technical field
The present invention relates to building field, specifically a kind of movable connecting joint structure of unit assembled combined wall.
Background technology
With the quickening of Re-search on Urbanization process, various regions proceed by various architectural engineerings one after another, and building trade turns into again Focus, steel construction is a kind of structure commonly used in building trade.Domestic existing ripe perfect, the main body frame of long strands Prefabricated rate, assembly rate all culminate, but the color steel wall system of regular industrial factory building class building tends not to meet each The outward appearances of class civil buildings is aesthetic, insulation, sound insulation value etc. are required.So, steel construction assembled in residential construction area, Still many problems are not resolved generally, such as materials for wall is meeting insulation, fire prevention, protection against the tide, sound insulation, condition attractive in appearance Under prefabricated rate and connectivity problem etc., and assembled wall and the connectivity problem of main structure are even further directed to agent structure change Shape causes the unrepairables such as wall crazing, fold, can only scrap the mass defect of dismounting in batches, and this just turns into the one of building trade Individual problem.
The content of the invention
It is an object of the invention to provide a kind of movable connecting joint structure of unit assembled combined wall, to solve The problem of being proposed in above-mentioned background technology.
To achieve the above object, the present invention provides following technical scheme:
A kind of movable connecting joint structure of unit assembled combined wall, including special connecting plate and precast wall body connection Be provided with deformation displacement groove on plate, the special connecting plate, the length of deformation displacement groove is 54mm, deformation displacement groove it is a diameter of Preformed hole is provided with 18mm, precast wall body connecting plate, a diameter of 18mm of preformed hole, special connecting plate is fixed on steel column framework On, precast wall body connecting plate is fixed on unit assembled combined wall, and special connecting plate and precast wall body connecting plate is by becoming The cooperation of shape displacement slot, preformed hole and high-strength bolt is mutually fixed.
It is used as further scheme of the invention:The quantity of special connecting plate is one piece, and the quantity of precast wall body connecting plate is Two pieces.
It is used as further scheme of the invention:The quantity of deformation displacement groove is four in special connecting plate, and precast wall body connects The quantity of preformed hole is two in fishplate bar.
It is used as further scheme of the invention:The length of precast wall body connecting plate is 120mm, the width of precast wall body connecting plate Spend for 100mm, the thickness of precast wall body connecting plate is 10mm, and the length of special connecting plate is 380mm, the width of special connecting plate For 100mm, the thickness of special connecting plate is 10mm.
Compared with prior art, the beneficial effects of the invention are as follows:The reasonable in design, will be provided with being incubated, prevents fires, prevents The assembled combined wall board and steel construction main body of the feature such as tide, sound insulation, attractive in appearance realize assembled connection and poor with relative displacement, Building assembly rate is effectively improved, steel construction is broken through in residential construction area and the combination bottleneck of compound wall, on the one hand reduces Environmental pollution, cost of labor and construction period, on the other hand solving agent structure and cladding displacement difference causes wall material Material unrepairable is the problem of damage, it is to avoid Yin Dongxia expands with heat and contract with cold, structure unfavorable live-load distribution etc. causes agent structure micro- The reason for deformation, causes wall damage.
Brief description of the drawings
Fig. 1 is the structural representation of the movable connecting joint structure of unit assembled combined wall.
Profile when Fig. 2 uses for the movable connecting joint structure of unit assembled combined wall.
The profile in a-a directions when Fig. 3 uses for the movable connecting joint structure of unit assembled combined wall.
Wherein:The special connecting plates of 1-, 2- precast wall body connecting plates, 3- first module assembled combined walls, 4- second is single First assembled combined wall, 5- steel column frameworks, 6- the first groove and tognue type purlins, 7- the second groove and tognue type purlins, 8- deformation displacement grooves, 9- Preformed hole, 10- high-strength bolts.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
Refer to Fig. 1-3, a kind of movable connecting joint structure of unit assembled combined wall, including special connecting plate 1 and precast wall body connecting plate 2, deformation displacement groove 8 is provided with the special connecting plate 1, and the length of deformation displacement groove 8 is 54mm, It is provided with preformed hole 9 on a diameter of 18mm of deformation displacement groove 8, precast wall body connecting plate 2, a diameter of 18mm of preformed hole 9, specially It is fixed on connecting plate 1 on steel column framework 5, precast wall body connecting plate 2 is fixed on unit assembled combined wall, special connection Plate 1 is mutually fixed with precast wall body connecting plate 2 by the cooperation of deformation displacement groove 8, preformed hole 9 and high-strength bolt 10.Special company The quantity of fishplate bar 1 is one piece, and the quantity of precast wall body connecting plate 2 is two pieces.The quantity of deformation displacement groove 8 in special connecting plate 1 For four, the quantity of preformed hole 9 is two in precast wall body connecting plate 2.The length of precast wall body connecting plate 2 is 120mm, prefabricated The width of wall connecting plate 2 is 100mm, and the thickness of precast wall body connecting plate 2 is 10mm, and the length of special connecting plate 1 is 380mm, the width of special connecting plate 1 is 100mm, and the thickness of special connecting plate 1 is 10mm.
The present invention operation principle be:The process segment of steel column framework 5 is in the position of the reserved special connecting plate 1 of connection in the outer edge of a wing Put, four deformation displacement grooves 8 are provided with special connecting plate 1.It is prefabricated in the factory the stage, unit assembled combined wall two ends skeleton The reserved connection precast wall body connecting plate 2 in side position, open two preformed holes 9, normalized quantity on precast wall body connecting plate 2 Production.Erection stage at the scene, after the integral installation of steel column framework 5 is completed, unit assembled combined wall passes through special connecting plate 1 Realize that high-strength bolt 10 is connected with precast wall body connecting plate 2 and steel column framework 5, the specification of high-strength bolt 10 is M16-M20, The grade 10.9S of high-strength bolt 10, the classification of high-strength bolt 10 can select big turret head or torque-shear type, and make full use of the earth's core to draw Power sliding straight trough bottom, is then twisted eventually.When agent structure Yin Dongxia expands with heat and contract with cold or actual use produces malformation, because node has Deformation displacement groove 8 for sliding up and down, and unit assembled combined wall will not be by drawing crack or fold.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling Change is included in the present invention.Any reference in claim should not be considered as to the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It may be appreciated other embodiment.

Claims (4)

1. a kind of movable connecting joint structure of unit assembled combined wall, it is characterised in that including special connecting plate and Deformation displacement groove is provided with precast wall body connecting plate, the special connecting plate, the length of deformation displacement groove is 54mm, deformation displacement Preformed hole is provided with a diameter of 18mm of groove, precast wall body connecting plate, a diameter of 18mm of preformed hole, special connecting plate is fixed On steel column framework, precast wall body connecting plate is fixed on unit assembled combined wall, and special connecting plate and precast wall body connect Fishplate bar is mutually fixed by the cooperation of deformation displacement groove, preformed hole and high-strength bolt.
2. the movable connecting joint structure of unit assembled combined wall according to claim 1, it is characterised in that institute The quantity for stating special connecting plate is one piece, and the quantity of precast wall body connecting plate is two pieces.
3. the movable connecting joint structure of unit assembled combined wall according to claim 2, it is characterised in that institute The quantity for stating deformation displacement groove in special connecting plate is that the quantity of preformed hole in four, precast wall body connecting plate is two.
4. the movable connecting joint structure of unit assembled combined wall according to claim 1 or 2, its feature exists In the length of the precast wall body connecting plate is 120mm, and the width of precast wall body connecting plate is 100mm, precast wall body connecting plate Thickness be 10mm, the length of special connecting plate is 380mm, and the width of special connecting plate is 100mm, the thickness of special connecting plate For 10mm.
CN201710404536.3A 2017-06-01 2017-06-01 A kind of movable connecting joint structure of unit assembled combined wall Pending CN107299704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710404536.3A CN107299704A (en) 2017-06-01 2017-06-01 A kind of movable connecting joint structure of unit assembled combined wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710404536.3A CN107299704A (en) 2017-06-01 2017-06-01 A kind of movable connecting joint structure of unit assembled combined wall

Publications (1)

Publication Number Publication Date
CN107299704A true CN107299704A (en) 2017-10-27

Family

ID=60137913

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710404536.3A Pending CN107299704A (en) 2017-06-01 2017-06-01 A kind of movable connecting joint structure of unit assembled combined wall

Country Status (1)

Country Link
CN (1) CN107299704A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201241407Y (en) * 2008-06-05 2009-05-20 吴国良 Mounting structure of pottery clay plate curtain wall
CN202430873U (en) * 2011-12-22 2012-09-12 中建(长沙)不二幕墙装饰有限公司 Hanger device for connecting unit curtain wall and building main body structure
CN104358374A (en) * 2014-11-04 2015-02-18 中建三局东方装饰设计工程有限公司 Wall-face dry-hanging system of large metal aluminum sheet
CN204876212U (en) * 2015-05-15 2015-12-16 北京城建深港建筑装饰工程有限公司 Three -dimensional adjustable curtain fossil fragments support connected system
JP2016065409A (en) * 2014-09-25 2016-04-28 株式会社岡村製作所 Connection structure of two members and partition device having the same
CN106703264A (en) * 2017-01-19 2017-05-24 中建三局装饰有限公司 Indoor mechanical automation mounting method for super high-rise unit curtain walls

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201241407Y (en) * 2008-06-05 2009-05-20 吴国良 Mounting structure of pottery clay plate curtain wall
CN202430873U (en) * 2011-12-22 2012-09-12 中建(长沙)不二幕墙装饰有限公司 Hanger device for connecting unit curtain wall and building main body structure
JP2016065409A (en) * 2014-09-25 2016-04-28 株式会社岡村製作所 Connection structure of two members and partition device having the same
CN104358374A (en) * 2014-11-04 2015-02-18 中建三局东方装饰设计工程有限公司 Wall-face dry-hanging system of large metal aluminum sheet
CN204876212U (en) * 2015-05-15 2015-12-16 北京城建深港建筑装饰工程有限公司 Three -dimensional adjustable curtain fossil fragments support connected system
CN106703264A (en) * 2017-01-19 2017-05-24 中建三局装饰有限公司 Indoor mechanical automation mounting method for super high-rise unit curtain walls

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Application publication date: 20171027